STRUCTRAL DRAWING SET.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:2

P

M

SI000

GENERAL NOTES

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

GENERAL STRUCTURAL NOTES:

STRUCTURAL STEEL:

1. MATERIAL STANDARDS:

WIDE FLANGE ASTM A992 Fy = 50,000 PSI ANGLE, CHANNELS, PLATES ASTM A36 Fy = 36,000 PSI

CONNECTION BOLTS ASTM A325N

GROUT HIGH STRENGTH, NON-SHRINK, NON-METALLIC

ROOF DECK STEEL DECK INSTITUTE

REINFORCING STEEL:

FOUNDATION:

ABBREVIATIONS

ARCH ARCHITECTURE/ARCHITECTURAL

CJ CONSTRUCTION JOINT

CONC CONCRETE

CONT CONTINUOUS

DWGS DRAWINGS

EQ EQUAL

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FND FOUNDATION

GALV GALVANIZED

LLV LONG LEG VERTICAL

MC MOMENT CONNECTION

MECH MECHANICAL

OPNG OPENING

PL PLATE

SIM SIMILAR

SJ SCORED JOINT

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

STL STEEL

T/STL TOP OF STEEL

V.I.F. VERIFY IN FIELD

LAP CHART

4000 PSI CONCRETE

BAR SIZE VERT. BARS HORZ. BARS

#4 25" 33"

#5 31" 41"

#6 38" 49"

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT

THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE STRUCTURAL

DRAWINGS WITH THE RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING PLANS. FLOOR AND WALL OPENINGS, SLEEVES AND OTHER

ARCH., MECH., ELEC., REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR

PROCEEDS WITH CONSTRUCTION.

2. ALL ENGINEERING DESIGN, CONSTRUCTION, AND TESTING SHALL CONFORM TO THE

REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE MOST RECENT EDITION (HEREIN

REFERRED TO AS "THE CODE")

3. ALL STRUCTURAL WORK MUST BE TEMPORARILY BRACED AND SUPPORTED UNTIL THE

STRUCTURE IS SUFFICIENTLY COMPLETED AND CAN SAFELY CARRY THE DESIGN &

CONSTRUCTION LOADS.

4. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE COR

BEFORE PROCEEDING WITH ANY WORK THAT IS INVOLVED IN THE CONFLICT.

5. THE MANUFACTURER PRODUCTS IDENTIFIED WITHIN MEET THE SALIENT CHARACTERISTICS OF

THIS SPECIFICATION. SUCH INFORMATION IS ONLY PROVIDED TO SHOW AN EXAMPLE OF

PRODUCTS WHICH MEET THE SPECIFICATIONS AND DO NOT, IN ANY WAY, LIMIT THE OFFEROR

FROM PROVIDING PRODUCTS FROM OTHER MANUFACTURERS WHICH MEET THE SALIENT

CHARACTERISTICS AS IDENTIFIED IN THE SPECIFICATION.

6. STRUCTURAL AND MISC. STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE MOST RECENT EDITION OF AISC STEEL CONSTRUCTION MANUAL AND

CODE OF STANDARD PRACTICE. STEEL JOISTS SHALL CONFORM TO THE LATEST EDITION OF

STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. METAL DECK SHALL CONFORM TO

THE STANDARD SPECIFICATION OF THE STEEL DECK INSTITUTE.

7. USE BOLT CONNECTIONS AS SPECIFIED IN FRAMING DETAIL FOR SIZE AND NUMBER OF BOLTS

AND WELDS FOR ALL STRUCTURAL STEEL CONNECTIONS. ALL BOLTED CONNECTIONS SHALL

BE STANDARD ROUND HOLES (UNLESS NOTED OTHERWISE). CONNECTIONS TO SUPPORT ONE

HALF THE TOTAL LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN. THE EFFECT OF

CONCENTRATED LOADS SHALL ALSO BE CONSIDERED.

8. CONNECTIONS UTILIZING STRUCTURAL BOLTS SHALL BE BEARING TYPE AND TIGHTENED PER

AISC TURN-OF NUT OR SNUG-TIGHT SPECIFICATIONS.

9. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL RESPECTS

TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING 3/4" DIAMETER ASTM A325-

N BOLTS (U.N.O.) AS ENDORSED BY THE AISC. NO PAINT ON FAYING SURFACES.

10. WELDING SHALL BE DONE IN ACCORDANCE WITH "AMERICAN WELDING SOCIETY" (AWS) D1.1, USING E70XX ELECTRODES. WELDING SHALL BE PERFORMED BY AN APPROVED CERTIFIED

WELDER.

11. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL MAY COME INTO

CONTACT WITH THE PUBLIC.

12. NO CHANGES SHALL BE MADE IN THE STEEL STRUCTURE NOR ANY MATERIAL CUT IN THE FIELD (UNLESS NOTED AS "FIELD CUT OR TRIM" ON DRAWINGS), WITHOUT THE WRITTEN PERMISSION

OF THE COR.

13. NO CUTTING, BURNING, OR HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE

ALLOWED THROUGH STRUCTURAL STEEL MEMBERS WITHOUT THE PRIOR CONSENT OF THE

COR. BOLT HOLES SHALL CONFORM WITH THE GOVERNING AISC SPECIFICATION, AND SHALL BE

STANDARD HOLES UNLESS NOTED OTHERWISE.

14. CONTRACTOR SHALL PROVIDE NECESSARY LABOR, MATERIAL, AND EQUIPMENT TO ERECT ALL

MISCELLANEOUS IRON AND STEEL AS DETAILEDON THESE DRAWINGS.

15. FOR PAINTING OF STEEL, SEE SPECIFICATIONS.

16. PAINT ALL STEEL EXPOSED TO EARTH, OR IN CONTACT WITH CONCRETE WITH ASPHALT PAINT

(TNEMEC 46-465, OR EQUAL).

17. ALL STEEL ITEMS NOTED ON THE PLANS AS "HOT DIP GALVANIZED" SHALL BE GALVANIZED AFTER FABRICATION, BY THE HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123 OR A386, AS

APPLICABLE.

CONCRETE:

1. ALL CONCRETE WORK TO BE PERFORMED IN CONFORMANCE WITH THE MOST RECENT EDITION

OF ACI301 & ACI318-05 CODE REQUIREMENTS AND DETAILING STANDARDS.

2. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.

3. USE AIR ENTRAINED CONCRETE (6% + OR - 1.5%) FOR ALL AREAS EXPOSED TO WEATHER,

FROST IN SOIL, OR FREEZE THAW CYCLES.

4. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS AT 28 DAYS

(F`c) UNLESS NOTED OTHERWISE:

A. FOUNDATION CONCRETE F'c = 4000 PSI B. ELEVATED SLAB CONCRETE F'c = 3000 PSI C. SLAB ON GRADE F'c = 4000 PSI

5. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN

POSITION PRIOR TO PLACING OF THE CONCRETE.

6. DETAILING AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF THE ACI CODE.

7. ALL CONCRETE FORMWORK SHALL BE ADEQUATELY TIED TOGETHER AND BRACED TO FORM

TRUE LINES, SQUARE CORNERS, AND PLUMB WALLS.

8. NO CONCRETE SHALL BE POURED SUBJECT TO FREEZING CONDITIONS, OR ON FROZEN

GROUND.

9. BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY, SO THAT NO HORIZONTAL

CONSTRUCTION JOINTS ARE PROVIDED. ANY CONSTRUCTION JOINTS THAT ARE PLANNED BY

THE CONTRACTOR SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL.

10. LOCATE ALL SLEEVES, OPENINGS AND EMBEDDED ITEMS, WHICH ARE INDICATED ON DESIGN

DRAWINGS. CHECK WITH OTHER TRADES TO VERIFY THAT ALL SLEEVES, OPENINGS, AND

EMBEDDED ITEMS ARE IN PLACE AND LOCATED CORRECTLY PRIOR TO PLACEMENT OF

CONCRETE.

11. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE ALL DUST,

CHIPS, OR OTHER FOREIGN MATTER PRIOR TO THE PLACEMENT OF ADJACENT CONCRETE.

12. SLAB CONTROL JOINTS SHALL BE INSTALLED WITH JOINT FORMERS WHEN THE SLAB IS

POURED , OR SAWCUT AS SOON AS THE CONCRETE WILL ALLOW WITHOUT DAMAGE.

13. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING CONCRETE.

DRILLING AND GROUTING IS ACCEPTABLE SUBJECT TO ENGINEER APPROVAL.

14. CONCRETE WALLS MAY BE BACKFILLED TO TWO-THIRDS THE WALL HEIGHT ONCE 75% OF THE

28 DAY COMPRESSIVE DESIGN STRENGTH HAS BEEN ACHIEVED.

1. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM A615, WITH

60,000 PSI MINIMUM YIELD STRENGTH, UNLESS NOTED OTHERWISE.

2. REINFORCEMENT PROTECTION: (U.N.O.)

A. CONCRETE POURED AGAINST EARTH = 3"

B. CONCRETE POURED IN FORMS BUT EXPOSED = 2"

TO WEATHER, EARTH OR LIQUID

C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH = 1 1/2"

D. BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO

WEATHER, OR IN CONTACT WITH EARTH = 1 1/2"

3. SPLICES IN CONCRETE SHALL BE CLASS B UNLESS NOTED OTHERWISE..

4. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL SP-66 AND ACI BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE.

5. ALL MASONRY REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMANCE WITH THE

PROVISIONS OF THE LATEST EDITION OF ACI 530.1/ASCE-6/TMS 602.

6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON

THE PLANS.

7. TIE WIRE SHALL CONFORM TO ASTM A-82.

8. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185.

9. WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF TWO MODULES.

10. WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE.

1. ALL FOOTINGS SHALL BE ESTABLISHED ON PROPERLY UNDISTURBED SOIL OR PROPERLY

COMPACTED ENGINEERED FILL. SEE SPECIFICATION SECTION 31 20 11.

2. MINIMUM ALLOWABLE SOIL BEARING PRESSURE: WALL FOOTINGS, Qal = 2500 PSF.

3. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE TESTED PRIOR TO PLACING

CONCRETE. SOIL FILL, AND SOIL BEARING MATERIAL PER REQUIREMENTS BELOW.

4. ALL FILL AND BACKFILL MATERIAL SHALL BE NON-COHESIVE SOILS, COMPACTED TO 95% `

MAXIMUM DENSITY PER ASTM D1557-70 MODIFIED PROCTOR METHOD. THE UPPER 6" OF SUB

GRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED PER TESTS ABOVE.

5. SHOULD ANY CONDITIONS BE ENCOUNTERED THAT ARE UNUSUAL OR DO NOT GIVE THE

MINIMUM ALLOWABLE BEARING CAPACITIES (INDICATED BELOW), OR COMPACTION LEVELS, THE

COR SHALL BE NOTIFIED, AND WORK SHALL CEASE. WORK SHALL NOT RESUME UNTIL THE

COR EVALUATES THE EXCAVATION, AND GIVES WRITTEN INSTRUCTIONS TO RESUME

FOUNDATION WORK.

6. ALL EXCAVATION FOR STRUCTURES SHALL BE KEPT DEWATERED UNTIL BACKFILL IS IN PLACE.

EXCAVATION FOR STRUCTURES SHALL INCLUDE ALL NECESSARY SHEETING AND SHORING.

7. WHERE THE FOUNDATION IS OVER EXCAVATED, REMOVE ALL DISTURBED FOUNDATION SOIL

AND REPLACE WITH GRANULAR MATERIAL PROPERLY COMPACTED AS DIRECTED ABOVE.

8. ALL SLABS ON GRADE SHALL BEAR ON 6 MIL VAPOR BARRIER OVER A MINIMUM 6" OF CLEAN

GRANULAR FILL CONSISTING OF SAND AND GRAVEL OR CRUSHED STONE. BASE COURSE TO

BE COMPACTED TO A MINIMUM 95% OF MODIFIED STANDARD PROCTOR.

MASONRY:

1. CONCRETE MASONRY UNITS (CMU) ARE TO CONFORM TO ASTM C-90.

2. SEE SPECIFICATIONS FOR UNIT WEIGHT AND STRENGTH. IF NO SPECIFICATIONS ARE PRESENT, USE STANDARD WEIGHT UNITS, GRADE N, TYPE 1, (F'm = 1900 PSI)

3. GROUT SHALL CONFORM TO THE PROPORTION REQUIREMENTS OF ASTM C-476, AND HAVE A

MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2000 PSI, WHEN MEASURED AT 28 DAYS.

4. MORTAR SHALL BE S OR N TYPE..

5. ALL MASONRY WORK SHALL BE LAID RUNNING BOND, UNLESS NOTED DIFFERENTLY IN

ARCHITECTURAL DOCUMENTS.

6. ALL MASONRY WORK BELOW GRADE SHALL HAVE CORES GROUTED SOLID WITH GROUT

CONFORMING TO ASTM C176. BELOW GRADE MASONRY SHALL USE TYPE M OR S MORTAR.

7. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF

"SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 510.3/ASCE-6/TMS-602)," EXCEPT AS

MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DRAWINGS.

8. CONTROL JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THESE DRAWINGS. IN

AREAS NOT NOTED ON DRAWINGS, A MINIMUM PLACEMENT OF ONE SIDE ABOVE ALL

OPENINGS 6'-0" WIDE OR LESS, AND AT BOTH SIDES OF ALL OTHER OPENINGS, OR AT 20'-0" O.C.

MAX.

9. NO WORK SHALL BE DONE SUBJECT TO FREEZING CONDITIONS.

STRUCTURAL DESIGN INFORMATION:

STEEL DECK:

1. STEEL DECK AND FORM DECKS SHALL BE INSTALLED AS PER MANUFACTURER'S

RECOMMENDATIONS. ALL CONNECTIONS TO STEEL MEMBERS SHALL BE WITH SELF DRILLING

SCREWS OR 5/8" PUDDLE WELD AS RECOMMENDED BY THE MANUFACTURER. SIDE LAPS SHALL

BE FASTENED BETWEEN SUPPORTS BY NO. 10- SELF-DRILLING SCREWS OR BY WELDING

SPACED AT MID SPAN OR A MAXIMUM OF 3 FEET. PLACEMENT OF STEEL REINFORCING IN

CONCRETE SLAB OVER FORM DECK IN MEZZANINE SHALL BE AS RECOMMENDED BY THE

MANUFACTURER.

1. RISK CATEGORY(OCCUPANCY CATEGORY) IV

2. SNOW LOAD:

GROUND SNOW LOAD (pg) 10 PSF

3. LIVE LOAD:

FIRST FLOOR 100 PSF

SECOND FLOOR 50 PSF

ROOF LIVE LOAD 20 PSF

4. WIND LOADS:

BASIC WIND SPEED 90 MPH

WIND IMPORTANCE FACTOR 1.15

WIND EXPOSURE CATEGORY 'B'

5. SEISMIC LOAD DATA BASED ON ASCE 7-16:

SEISMIC IMPORTANCE FACTOR (Ie) 1.5

SITE CLASS 'C'

SPECTRAL RESPONSE COEFFICIENTS:

Ss = 0.154 Sds = 0.165 S1 = 0.071 Sd1 = 0.114

RESPONSE MODIFICATION COEFFICIENT:

R (STEEL) = 3.5

R (SHEAR WALL) = 1.5

SEISMIC DESIGN CATEGORY 'C'

No. Revisions: Date:

REV 0 07/24/2023

G H IFDBA K M N

C E J L

F.1 H.2

SD301

/2

/2

10'-10" 17'-5 1/2" 2'-9 1/2"

11'-0 1/2" 2'-2" 16'-0" 9'-0" 16'-0" 2'-2" 11'-0 1/2" 2'-9 1/2"

17'-5 1/2" 10'-10"

SD301

D.1

G H IFDBA K M N

C E J L

F.1 H.2

/2

/2

10'-10" 17'-5 1/2" 2'-9 1/2"

11'-0 1/2" 2'-2" 16'-0" 9'-0" 16'-0" 2'-2" 11'-0 1/2" 2'-9 1/2"

17'-5 1/2" 10'-10"

SD301

D.1

G H IFDBA K M N

C E J L

F.1 H.2

/2

/2

10'-10" 17'-5 1/2" 2'-9 1/2"

11'-0 1/2" 2'-2" 16'-0" 9'-0" 16'-0" 2'-2" 11'-0 1/2" 2'-9 1/2"

17'-5 1/2" 10'-10"

D.1

G H IFDB K M

C E J L

F.1 H.2

/2

/2

17'-5 1/2" 2'-9 1/2"

11'-0 1/2" 2'-2" 16'-0" 9'-0" 16'-0" 2'-2" 11'-0 1/2" 2'-9 1/2"

17'-5 1/2"

SD301

D.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:1

P

M

SD101

OVERALL DEMOLITION PLANS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

N

1/8" = 1'-0"

1ST FLOOR OVERALL - DEMOLITION

N

1/8" = 1'-0"

2ND FLOOR OVERALL - DEMOLITION

N

1/8" = 1'-0"

BASEMENT OVERALL - DEMOLITION

N

1/8" = 1'-0"

ATTIC OVERALL - DEMOLITION

A. REFER TO SHEET SD301 FOR ENLARGED PLANS.

DEMOLISH

L E G E N D

G E N E R A L N O T E S

G H

4' - 11" LANDING

4'

LA

N

D

IN

G

5'

LA

N

D

IN

G

8' - 0" LANDING

7' - 0"

5'

/2

REMOVE EXISTING

ENTRANCE SLAB

REMOVE EXISTING CONCRETE

STAIRS, LANDINGS AND

ASSOCIATED FRAMING

EXISTING 10X46 BEAMS TO REMAIN

(THIS SIDE ONLY)

REMOVE 8X14"

CONCRETE LINTEL

(T/LINTEL = 7'-2 1/4")

REMOVE EXISTING 10X46 BEAM

REMOVE PORTION OF

FOUNDATION WALL

FOR NEW OPENING

P

S501

Q

S501

M

L

6' - 5" 5' - 8 1/2" 5' - 4"

REMOVE EXISTING STRUCTURAL

SLAB AND FRAMING FOR NEW

STAIRCASE. BEFORE REMOVAL,

INSTALL NEW FRAMING SHOWN ON

NEW WORK PLANS ON SHEET S302

3'

/2

9'

1/

2"

M

L

3'

/2

9'

6"

3"

6' - 5" 5' - 8 1/2" 5' - 4"

REMOVE EXISTING STRUCTURAL

SLAB AND FRAMING FOR NEW

STAIRCASE. BEFORE REMOVAL,

INSTALL NEW FRAMING SHOWN ON

NEW WORK PLANS ON SHEET S302

U

S501

K

L

3" 11' - 10 1/2"

REMOVE EXISTING STRUCTURAL

SLAB AND FRAMING FOR NEW

STAIRCASE. BEFORE REMOVAL,

INSTALL NEW FRAMING SHOWN ON

NEW WORK PLANS ON SHEET S302

5" 7'

/2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:3

P

M

SD301

ENLARGED DEMOLITION PLANS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

N 1/4" = 1'-0"

ENLARGED DEMO PLAN - STAIRS

N 1/4" = 1'-0"

ENLARGED DEMO PLAN - 1ST FLOOR

N 1/4" = 1'-0"

ENLARGED DEMO PLAN - 2ND FLOOR

N 1/4" = 1'-0"

ENLARGED DEMO PLAN - ATTIC

G H IFDBA K M N

C E J L

F.1 H.2

S301

S302

S201

S2012

S301

D.1

SEE WALL INFILL

DETAIL ON S601

S302

G H IFDBA K M N

C E J L

F.1 H.2

S302

S302

S301

S302

S302

S201

S2012

D.1

G H IFDBA K M N

C E J L

F.1 H.2

S302

S302

S301

D.1

G H IFDB K M

C E J L

F.1 H.2

S302

S302

S302

D.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:4

P

M

S101

OVERALL SLAB AND FRAMING

PLANS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

N 1/8" = 1'-0"

BASEMENT SLAB PLAN

N 1/8" = 1'-0"

1ST FLOOR FRAMING PLAN

A. REFER TO SHEET S301 AND S302 FOR ENLARGED PLANS.

B. ALL CONCRETE WORK SHALL CONFORM TO THE MOST

RECENT EDITION OF ACI 301 & ACI 318-19 CODE

REQUIREMENTS AND DETAILING STANDARDS.

C. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM

C94.

D. USE AIR ENTRAINED CONCRETE (6% + OR - 1.5%) FOR ALL

AREAS EXPOSED TO WEATHER, FROST IN SOIL, OR FREEZE

THAW CYCLES.

E. ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE

STRENGTHS AT 28 DAYS (F`c) = 4000 psi UNLESS NOTED

OTHERWISE.

F. DETAILING BENDING AND PLACING OF REINFORCING STEEL

SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF

THE ACI CODE SP-66.

G. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN

STRICT CONFORMANCE WITH ACI 304 "RECOMMENDED

PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND

PLACING CONCRETE".

H. REINFORCING STEEL: fy = 60,000 PSI.

NOTES

N 1/8" = 1'-0"

2ND FLOOR FRAMING PLAN

N 1/8" = 1'-0"

ATTIC FRAMING PLAN

B/ELEVATOR PIT EL. = -15'-0"

B/FOOTING EL. = -12'-0"

1ST FL. EL. = 0'-0"

EL. = -3'-0"

ELEVATOR SUMP PIT

GRADE

CONCRETE STAIR

AND RETAINING WALLS

EL. = -5'-0"

BASEMENT EL. = -10'-0"

B/FOOTING EL. = -13'-6"

#4

#4

#4 @ 12" O.C.

#4 @ 12" O.C.

#4 @ 12" O.C.

B/SUMP PIT EL. = -16'-6"

9' - 8 1/2" 4' - 0"

RAMP NOT SHOWN

E Q

E Q

S501

S

CONCRETE RAMP

AND RETAINING WALLS

1ST FL. EL. = 0'-0"

GRADE

EXISTING BUILDING

B/FOOTING EL. = -15'-0"

ELEVATOR SUMP PIT

B/FOOTING EL. = -13'-6"

B/FOOTING EL. = -12'-0"

BASEMENT EL. = -10'-0"

-4'-10"

#4

#4

#4 @ 12" O.C.

3' - 10" 12' - 3"

B/SUMP PIT EL. = -16'-6"

E Q

E Q

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:4

P

M

S201

STRUCTURAL ELEVATIONS

07/24/2023 Checker Author

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

3/8" = 1'-0"

ELEVATION

3/8" = 1'-0"

ELEVATION

G H IFDC E

F.1 H.2

EXISTING BUILDING

T/EX. FOOTING

= -11'-0"

T/EX. FOOTING

= -11'-2"

T/EX. FOOTING

= -11'-2"

T/EX. FOOTING

= -11'-0"

15' - 4" 25' - 0"

F1F1 F1

S302

M

S501

M

S501

F

S501

K

S501

F

S501

K

S501

P

S501

1'

/2

1'

8'

/2

1'

1' - 0" 22' - 9" 1' - 0" 20' - 9" 1' - 0"

1'

/2

1'

1' - 3 1/2"

/2

S201

S2012

D.1

8" CMU

G HFE

F.1 H.2

K

S501

W12X26W12X16

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W12X14

L3X3X1/4

1'

MC MC MCMC

W8X10

(TYP 9 PLACES)

W8X10

LANDING

EL. = -5'-0"

LANDING

EL. = 0'-0"

8' - 2 1/2" 7' - 4" 7' - 3"

5'

-4

L X

X

/8

S

IL

L S

U P

P O

R T

EQ EQ EQ 5' - 11 1/2" EQ EQ EQ 4' - 0"

4" CONCRETE 1.5C22

CONFORM DECK

6" 5'

6"

/2

CONCRETE RAMP

(SEE CIVIL DWGS FOR SLOPE)

S J

C J

S J

S J

25' - 0"

G

S501

H

S501

K1

S501

I

S501

S

S501

3' - 8" 6' - 2 1/2"

L X

X

/4

8" CMU

8" CMU

3'

1'

1/ 2"

L X

X

/4

L4X4X1/4

5'

-4

C X

.5

8'

1/

2" 8"

8'

/2

C8X11.5

C8X11.5 (-5'-4")

(-5'-4") C8X11.5

C8X11.5

C X

.5

L4X4X1/4

L4X4X1/4

L4X4X1/4

L4X4X1/4

L X

X

/4

1'

/2

5' - 0 1/2"

L X

X

/4

D

S501

/2

5' - 1 1/2"

AC

S502

S2012

1'

D.1

BRICK LEDGE

BRICK LEDGE

AA

S502

4' - 2" 2' - 9" 13' - 2" 2' - 9" 2' - 2 1/2" 18' - 8"

6" 6" 6" 6"

6" 8'

/2

6"

1/

2"

6" 4'

4" CONCRETE 1.5C22

CONFORM DECK

4" CONCRETE 1.5C22

CONFORM DECK

8" CMU WALLS

W/ #5 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

8" CMU WALLS

W/ #5 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

C X

.5

5'

-4

C X

.5

EL. = -5'-0"R

S501

V

S501

2'

/2

6" 5'

6"

4'

1/ 2"

10' - 0"

11"

1"4' - 0 1/2" 4' - 0 1/2" 1" 3' - 7" 3' - 7"

C X

.5

C X

.5

HORIZONTAL REINFORCING

TO BE TIED TO THE WALL (TYP)

AF

S502

23' - 7"

3'

6'

/2

AG

S502

AG

S502

M

IR

9" 9"

1'

2'

0"

3' - 10 1/2" 1' - 8" 22' - 4 1/2" 1' - 8"

AH

S502

AH

S502

AH

S502

G HFD E

F.1 H.2

G

S501

W8X10

W8X10

W12X16

W X

W X

W X

W10X12

W X

W X

W X

W X

L3X3X1/4

W X

W8X10

W X

W X

W8X10

W12X16

W X

MC MC MCMC

W8X10

(TYP. 6 PLACES)

LANDING

EL. = 5'-2"

LANDING

EL. = 11'-0"

6'

-2

6'

-2

L X

X

/8

S

IL

L S

U P

P O

R T

8' - 2" 8' - 3" 6' - 4"

4" CONCRETE 1.5C22

CONFORM DECK

1'

D

S501

C X

.5

/2

L X

X

/4

L X

X

/4

L4X4X1/4

C8X11.5 C8X11.5

C8X11.5C8X11.5

L X

X

/4

C X

.5

L X

X

/4

15' - 4" 25' - 0"

D.1

EQ EQ EQ

8'

/2

8'

/2

EQ EQ EQ

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

5' - 11 1/2" 4' - 0"

24' - 0 1/2" 14' - 5 1/2" 7' - 3 1/2"

2' - 5 1/2" 3' - 0"

2'

/2

6'

1"

1'

/2

6'

1"

AA

S502

8" CMU WALLS

W/ #5 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

8" CMU WALLS

W/ #5 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

4" CONCRETE 1.5C22

CONFORM DECK

4" CONCRETE 1.5C22

CONFORM DECK

C X

.5

6'

-2

C X

.5

C X

.5

4' - 0 1/2" 4' - 0 1/2" 1" 1" 6' - 3"

1'

1'

9"

1/

2"

G H

I

FDC E

F.1 H.2

E

S501

M

S501

F

S501

K

S501

P

S501

V

S501

S201

S2012

5" SLAB W/

6X6 - W2.9XW2.9 WWF

T/SLAB EL. = -10'-0"

9'

/2

1' - 0" 22' - 9" 1' - 0" 14' - 8 1/2" 6' - 0 1/2" 1' - 0"

1'

8'

1'

8'

/2

D.1

8" CMU WALLS

W/ #5 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

8" CMU WALLS

W/ #5 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

CONTROL JOINTS

@ 15'-0" O.C. MAX

Q

S501

(2) #4 REENTRANT

CORNER BARS (TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:5

P

M

S301

ENLARGED PLANS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

N 1/4" = 1'-0"

ENLARGED PLAN - NEW ADDITION - BASEMENT FOUNDATION PLAN (EL. =

-10'-0)

N 1/4" = 1'-0"

ENLARGED FRAMING PLAN - NEW ADDITION - 1ST FLOOR (EL. = 0'-0")

(T/STL=-0'-4") N

1/4" = 1'-0"

ENLARGED FRAMING PLAN - NEW ADDITION - 2ND FLOOR (EL. = 11'-0)

(T/STL=10'-8")

N 1/4" = 1'-0"

ENLARGED PLAN - NEW ADDITION - BASEMENT SLAB PLAN (EL. = -10'-0)

B

AD

S502

CONCRETE WALL

CONCRETE

FOOTING

CONCRETE

STAIRS

6'

/2

2'

1"

5' - 2"

9"

G H

4'

4'

/2

4'

/2

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C X

.5

C X

.5

3' - 4"

4" CONCRETE 1.5C22

CONFORM DECK

L3

X 3X

1/

A

S501

B

S501

TYP

8' - 10"

M

L

OPNG

6' - 5"

OPENING

5' - 8 1/2" 5' - 4"

O P

E N

IN

G

3'

O P

E N

IN

G

9'

1/

2"

U

S501

W X

2"

(-10")

5'

-2

W X

2"

W8X18

W X

U

S501

SIM

OPENING

11' - 7"

3 1/2"

3'

8'

1"

1/

2"

6 1/2" 11' - 9 1/2" 5' - 8"

N

CONCRETE WALL

CONCRETE FOOTING

CONCRETE STAIRS

AE

S502

SEE CIVIL

G H

E Q

E Q

E Q

E Q

9' - 0"

8' - 0"

C8X11.5

C X

.5

C X

.5

C8X11.5

C8X11.5

O

S501

TYP

M

L

OPNG

6 1/2"

6' - 5"

OPENING

5' - 8 1/2" 5' - 4"

W8X18

U

S501

W X

W X

2"

5'

-1

1/ 2"

2"

(-10")

W X

U

S501

SIM

OPENING

12' - 7"

3 1/2"

6 1/2" 12' - 8 1/2" 4' - 9"

O P

E N

IN

G

3'

O P

E N

IN

G

9'

1/

2"

3'

8'

1"

1/

2"

WELD CLIP ANGLE TO COLUMN

W/ (2) 3/4" EPOXY ANCHORS

w/ 4" MIN EMBED INTO EX CONC BEAM

SHIM AS NEEDED

H

5' - 3" 2' - 6"

3'

1'

REMOVE EXISTING

HATCH AND INFILL

OPNG

L4X3X1/4

LLV (TYP.)

SIM

N

S501

N

S501

M

L

W8X18

W X

(-8")

8"

W X

8"

W6X15

W6X15

W X

3'

-3

/2

3"

OPENING

11' - 11" ±

COORDINATE IN FIELD FROM FACES OF RIBS

6 1/2" 13' - 0" ±

O P

E N

IN

G

7'

/2

5'

4'

4'

1/

2"

U

S501SIM

H H.2

ACCESS HOLE

SUMP PIT

S

IL

L S

U P

P O

R T

L2-1/2x1-1/2x1/4

J

S501

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

8'

6' - 0 1/2"

2' - 6"

2'

6" 2'

6"

S2012

6" 2' - 0" 6"

#4 REENTRANT

CORNER BARS (TYP)

G HFE

F.1 H.2

G

S501

W8X15

W12X14

W X

W X

W X

W10X12

W X

W X

W X

W X

L2X2X1/4

W X

W X

W X

W12X14 W

X

L X

X

/4

W X

W X

W X

W X

L4X4X1/4

(TYP) T

S501

1.5B22 MTL DECK

L X

X

/4

L4X4X1/4

W

S502

Y

S502

X

S502

X

S502

Z

S502

HSS8X6X1/4

H S

S X

X

/4

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

6'

1"

8"

/2

5' - 1 1/2" 5' - 1 1/2" 5' - 1 1/2" 5' - 11 1/2" 5' - 0" 5' - 0 1/2" 5' - 0 1/2" 4' - 2"

4' - 8 1/2" 5' - 0 1/2" 4' - 1 1/2"

6" 1' - 1"

5' - 2 1/2" 2' - 9"

1' - 8"

2'

6'

/2

2'

/2

D.1

HSS6X6X1/4

TYP

8'

/2

8'

/2

T/STEEL=22'-3 1/2"T/STEEL=22'-3 1/2"

T/STEEL=22'-1 1/2"

T/STEEL=21'-7 1/2"

S

LO

P E

S

LO

P E

L4X4X1/4

L4X4X1/4

L4X4X1/4

L X

X

/4

1'

/2

S601

T /S

T E

E L=

'-1

0"

1.5B22 MTL DECK

L4X4X1/4

L4X4X1/4

C X

.5

C X

.5

HOIST BEAM NEEDS TO BE

VERIFIED WITH ELEVATOR

MANUFACTURER

MC MC MCMC

K

L

6 1/2"

/2

3' - 0"

1'

/2

3'

1' - 6" 1' - 6"

3'-0"X3'-0"X1'-8" CONC FTG

W/ #5'S @ 12" O.C. EACH WAY BOTTOM

(3) #5 EPOXY DOWELS TO EX FTG W/ 6" EMBED

MATCH BOTTOM OF EX FTG

T/FTG=-6" VIF

3'-0"X1'-8"±X1'-6" CONC FTG

W/ #5'S @ 12" O.C. EACH WAY BOTTOM

(2) #5 EPOXY DOWELS TO EX COL FTG

AND (3) #5 EPOXY DOWELS TO EX WALL FTG W/ 6" EMBED

MATCH BOTTOM OF EX FTG

T/FTG=-2'-6" VIF

1'-4"x1'-0" CONC PEDESTAL

W/ #5 VERT DOWELS EACH CORNER:

- (2) #5 EPOXY DOWELS TO EX CONC FTG

- (2) #5 BENT DOWELS TO NEW FTG

AND #4 TIES @ 8" O.C.

T/PEDESTAL=-6"

M N

4" 8" 6' - 0" 8"

8" 6'

8"

1'

AB

S502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:5

P

M

S302

ENLARGED PLANS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

N 3/8" = 1'-0"

NORTHEAST STAIRS

N 1/4" = 1'-0"

ENLARGED PLAN - 1ST FLOOR

N 1/4" = 1'-0"

ENLARGED PLAN - 1ST FLOOR

N 3/8" = 1'-0"

SOUTHWEST STAIRS

N 1/4" = 1'-0"

ENLARGED PLAN - 2ND FLOOR

N 1/4" = 1'-0"

ENLARGED PLAN - 2ND FLOOR

N 1/2" = 1'-0"

ENLARGED PLAN - ATTIC

N 1/4" = 1'-0"

ENLARGED PLAN - ATTIC

N 3/8" = 1'-0"

ENLARGED PLAN - ELEVATOR

N 1/4" = 1'-0"

ENLARGED FRAMING PLAN - NEW ADDITION-ROOF PLAN

N 1/4" = 1'-0"

ENLARGED PLAN - BASEMENT

N 1/4" = 1'-0"

ENLARGED PLAN - BASEMENT

#4 @ 12" O.C.

(6) #4 CONT.

#5 BARS @ 12" O.C.

5" SLAB ON GRADE W/

6X6 - W2.9XW2.9 WWF

GRANULAR FILL

COMPACTED

BACKFILL

1/2" EXP. JOINT

-10'-0"

6" 8"

#4 @ 12" O.C.

2 #4 CONT.

3" C

L.

4"

KEYED JOINT W/

SELF EXPANDING

STRIP WATERSTOP

FOUNDATION DRAIN

W/ FILTER FABRIC

2' - 6" 1' - 0" 1' - 6"

C8

1'

STAIR LANDING

-5'-0"

0'-0"

-2'-9 3/8"

EX. WALL

EX. FOOTING

EX. SOG

5" SLAB ON GRADE W/

6X6 - W2.9XW2.9 WWF

1/2" EXP. JOINT

GRANULAR FILL

COMPACTED

BACKFILL

BASEMENT EL. = -10'-0"

7" 5"

6" 7 1/2" 6"

5" SLAB W/

6X6 - W2.9XW2.9 WWF

8" CMU WALL

SEE ARCH.

#4 @ 12" O.C.

(3) #4 CONT.

BASEMENT EL. = -10'-0"

3" C

L.

#4 @ 12" O.C.

(3) #4 CONT.

BASMENT EL. = -10'-0"

#5 BARS @ 12" O.C.

5"

5" SLAB ON GRADE W/

6X6 - W2.9XW2.9 WWF

#5 DWLS @ 12" O.C.

GRANULAR FILL

COMPACTED

BACKFILL

1/2" EXP. JOINT

FOUNDATION DRAIN

W/ FILTER FABRIC

1' - 0" 1' - 0" 1' - 0"

1'

3" C

L.

D.1

1ST FLOOR

0"

BASEMENT

-10'-0"

GH

Q

S501

OPENING

1' - 4"6' - 4"10"6"

EX. COLUMNEX. COLUMN

7'

C8X11.5 LINTEL (EACH SIDE)

4" 4" 10" 2' - 6" 2' - 6" 10" 4" 4"

1/4" FLAT

PLATE

TWO ROWS OF 1/2"

THRU BOLTS

SPACED PER

DIMENSIONS

1/

2"

1/

2"

1/ 2"

WALL INFILL

6" 8"

#4 @ 12" O.C.

2 #4 CONT.

4"

1' - 0"

SEE SECTION K FOR

CONTINUATION

C8

-2'-9 3/8"

0'-0"

W8

CURTAIN WALL

SEE ARCH.

ROOF DECK

1' - 0"

POUR STOP

W8

2' - 3 1/2"

1/4 2-12

1/4

TYP

1/4

TYP

HSS8X6 TOP AND BOTTOM

HSS6X6 VERTICAL

L6X6X3/8 CONT

HSS6X6X1/4

FOR CURTAIN WALL SUPPORT

1/4

1' - 0"

L4

FOR ADDITIONAL INFORMATION

SEE B/S502

6 1/2"

#5 BARS @ 12" O.C.

8" 4"

ANCHOR DECK TO WALL

W/ 1/4" ANCHORS

#4 @ 12" O.C.

#4 @ 12" O.C.

W8

6"

1/

2"

3/4" x 5" x 0'-8"

BEARING PL.

NON-SHRINK

GROUT 1/2" ANCHOR W/ 6" EMBED.

@ 6" O.C.

1ST FL. EL. = 0'-0"

4" 8"

3/16 1

3/16 1

EACH SIDE

L4

BOTH SIDES OF W8

#4 @ 12" O.C.

8" 4"

GRANULAR FILL

COMPACTED

BACKFILL

3'

B E

LO

W

G R

A D

E

1'

6"6"6"

3" C

L (T

Y P

3/4" CHAMFER

TYP

6x6-W2-9xW2-9 WWF

4"

T Y

P

EL. VARIES

#4 CONT.

4" 5"

#4 CONT.

#4 CONT.

6" 5' - 0" 6"

FOUNDATION SHOULD FOLLOW

THE SLOPE OF THE GRADE

EACH SIDE

1' - 6"

#4 @ 12" O.C.#4 @ 12" O.C.

C8

C8

EL. = -2'-10"

1/4" COVER PLATE

1/

2"

3"

1/

2"

1/2" THRU BOLT

PLUG WELD @ 12" O.C.

(EACH SIDE)

10"

NON-SHRINK GROUT

A-A

A-A

8"

6"

1/ 2"

1/

2"

1" 6" 1"

(2) 1/2" ANCHORS W/ 6" EMBED.

3/4"x5"x0'-8" PL.

W8

3" 3"

FILL

G H

C8 + L3x3 C8

EX. 10X46 BEAM

6X6-W2.9XW2.9 WWF

& 4" CONCRETE 1.5C22

CONFORM DECK

1/2" HILTI KWIK BOLT

(OR EQUAL) W/ 3-1/4"

EMBED @ 12" O.C. (TYP.)

8' - 10"

REFER TO CONNECTION

DETAIL 9 (TYP)

EX. COLUMN

EX. COLUMN

54 6

C8 (TYP.)

1/2" HILTI KWIK BOLT

(OR EQUAL) W/ 3-1/4"

EMBED @ 12" O.C. (TYP.)

6X6-W2.9XW2.9 WWF

& 4" CONCRETE 1.5C22

CONFORM DECK

EX. FOUNDATION

WALL

4' - 6 1/2" 4' - 6 1/2" 4' - 6 1/2"

13' - 8"

S501

Q

6 7

EXISTING

EXTERIOR WALL

W8

L3

1" 1' - 3"

ACCESS HOLE TO DRILL

FOR HYDRAULIC JACK

UNIT

5" SLAB W/

6X6 - W2.9XW2.9 WWF

#5 BARS @ 12" O.C.#5 BARS @ 12" O.C.

#4 @ 12" O.C.

FOUNDATION DRAIN

W/ FILTER FABRIC

BASEMENT EL. = -10'-0"

1' - 6" 1' - 0" 1' - 9" 2' - 6" 1' - 9" 1' - 0" 2' - 6"

1'

SILL SUPPORT ANGLE

COORD W/ ELEVATOR MANUFACTURER

-14'-0"

1-1/4" X 3/16" GALV. GRATING

L1-1/2x1-1/2x1/4 GALV.

W/ 1/4" STRAP ANCHOR @ 12" O.C.

6"2' - 0"6"1' - 0"

GRANULAR FILL

COMPACTED

BACKFILL

FOUNDATION DRAIN

W/ FILTER FABRIC

3"

#4 @ 12" O.C.

#4 CONT.

#4 'Z' BARS @ 12" O.C.

(4) SIDES

3"

#4 @ 12" O.C. EACH WAY

#4 CONT. TOP AND BOTTOM

(4) SIDES

6"

1'

EX. CONCRETE SLAB

4"

6X6-W2.9XW2.9 WWF

& 4" CONCRETE

1.5C22 CONFORM

DECK

SEE PLAN

L4X3

9"

1/2" HILTI KWIK BOLT

(OR EQUAL) W/ 3-1/4"

EMBED @ 12" O.C. (TYP.)

1/

2" G H

EX. 10x18 BEAM

8'-2"

C8 C8

1/2" HILTI KWIK BOLT

(OR EQUAL) W/ 3-1/4"

EMBED @ 12" O.C. (TYP.)

6X6-W2.9XW2.9 WWF

& 4" CONCRETE 1.5C22

CONFORM DECK

EX. 10x18 BEAM

ROOF DECK

L2

L4X4X1/4

W12

W8

1' - 2 1/2"

2"

COPE TO 2"

EXIST. ROOF AND GUTTER

CLIP ANGLE

EL. = -5'-0"

GRANULAR FILL

COMPACTED

BACKFILL

2'

6" 5' - 0" 6"

6' - 0"

#4 @ 12" O.C.

3' -0

M

IN

1'

6" 6" 6" (2) #4

#4 @ 12" O.C.

#4 @ 12" O.C.

3/4" CHAMFER

TYP

SEAL JOINT

TYP

3" 5"

T/END PLATE FLUSH W/ TOP FLANGE

W8X18

(4) 3/4"Ø EPOXY ANCHORS

W/ 6" EMBED

INTO EX CONC BEAM / EX CONC WALL

1 1/2" 4" 1 1/2"

4"

1/ 2"

STAIR LANDING

-5'-0"

1/2" 11"

-3'-0"

GRANULAR FILL

COMPACTED

BACKFILL

6"

2'

#4 @ 12" O.C.

5"

6X6 - W2.9XW2.9 WWF

1'

1'

"#4 @ 12" O.C.

5' - 0"

EXTERIOR PAVEMENT

SEE CIVIL

6"6"6"

1' - 6"

3"

#4 @ 12" O.C.

(2) #4 CONT

#4 @ 12" O.C.

#4 CONT

GRANULAR FILL

COMPACTED

BACKFILL

4"

#4 @ 12" O.C.

8"4"

1' - 0"

1'

TURN DOWN SLAB

@ PERIMETER

ABRASIVE NOSING

#4 CONT 4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:0

P

M

S501

STRUCTURAL SECTIONS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

1/2" = 1'-0" K

SECTION

3/4" = 1'-0" E

SECTION

3/4" = 1'-0" M

SECTION

1/2" = 1'-0" F

SECTION

1/2" = 1'-0" P

SECTION

1/2" = 1'-0" K1

SECTION

1/2" = 1'-0" G

SECTION

3/4" = 1'-0" H

SECTION

1/2" = 1'-0" S

SECTION

3/4" = 1'-0" Q

SECTION

3/4" = 1'-0" I

SECTION

1/2" = 1'-0" A

SECTION

1/2" = 1'-0"

B

SECTION

3/4" = 1'-0" D

SECTION

1/2" = 1'-0" J

SECTION

1/2" = 1'-0" L

SECTION

3/4" = 1'-0"

N

SECTION

1/2" = 1'-0" O

SECTION

3/4" = 1'-0" T

SECTION

1/2" = 1'-0"

V

SECTION

3/4" = 1'-0" U

SECTION

1/2" = 1'-0"

R

SECTION

1/2"X12"X1'-0" END PLATE

w/ (4) 3/8"Ø EPOXY ANCHORS w/ 3 3/8" EMBED (HILTI HIT-HY 270)

TYP (4) LOCATIONS THIS FACE

CMU WALL AT ELEVATOR SHAFT

L6X6X3/8 CONT

FOR BRICK SUPPORT

MITER AT CORNER

WELD ALL AROUND

TYP

1/4" END PLATE

HSS8X6X1/4

HSS8X6X1/4

HSS6X6X1/4 VERTICAL

TYP

1/4

TYP

TYP

1' - 11"

3" 6' - 7 1/2" 3' - 0"

9' - 10 1/2"

X

S502

24'-0"

8" CMU BOND BEAM

W/ (2) #4 CONT

AND GROUTED COURSE ABOVE

1 1/2" 9" 1 1/2" 1 1/

2" 9"

1/

2"

1'

1' - 0"

26'-0"

L6X6X3/8 CONT

FOR BRICK SUPPORT

1/4 2-12

HSS6X6X1/4

HSS8X6X1/4

TOP AND BOTTOM

1' - 11"

4" 5'

4" 2'

1'

1"

HSS8X6X1/4

TOP AND BOTTOMCMU WALL

1/4

TYP

1/4

TYP

TYP

24'-0"

8" CMU BOND BEAM

W/ (2) #4 CONT

T/BOND BEAM=19'-4"

GROUT COURSE ABOVE SOLID

8" CMU BOND BEAM

W/ (2) #4 CONT

T/BOND BEAM=22'-0"

GROUT COURSE ABOVE SOLID

1/2"X12"X1'-0" END PLATE

w/ (4) 3/8"Ø EPOXY ANCHORS w/ 3 3/8" EMBED (HILTI HIT-HY 270)

TOP AND BOTTOM

ROOF DECK

L4X4X1/4 CONT

W/ 1/2"Ø EPOXY ANCHORS

W/ SCREEN TUBES

W/ 2" EMBED (HILTI HIT-HY-270)

L7X4X3/8 CONT

W/ 1/2"Ø EPOXY ANCHORS

W/ SCREEN TUBES

W/ 2" EMBED (HILTI HIT-HY-270)

26'-0"

GHH.2

3' - 0" 5' - 2 1/2" 5' - 8 1/2" 5' - 0 1/2" 4' - 8 1/2"

G

S501

HSS8X6X1/4

T/STEEL=24'-0"

HSS8X6X1/4

HSS6X6X1/4 VERTICAL

TYP

CMU WALL AT ELEVATOR SHAFT

CMU WALL AT STAIR SHAFT

L6X6X3/8 CONT

FOR BRICK SUPPORT

MITER AT CORNER

WELD ALL AROUND

TYP

1/4

TYP

TYP

W8 BEYOND

L4X2X3/8 X 6" LG CLIP ANGLE

WELD ALL AROUND TO HSS

w/ (2) 3/4"Ø BOLTS TO WF

HSS6X6X1/4 BEYOND

TYPICAL (4) LOCATIONS

1 1/2" 9" 1 1/2"

Z

S502

23' - 8"

1' - 11"

X

S502

1' - 0"

1/

2" 9"

1/

2"

1'

1/2"X12"X1'-0" END PLATE

w/ (4) 3/8"Ø EPOXY ANCHORS w/ 3 3/8" EMBED (HILTI HIT-HY 270)

TYP (4) LOCATIONS THIS FACE

8" CMU BOND BEAM

W/ (2) #4 CONT

AND GROUTED COURSE ABOVE

24'-0"

26'-0"

1 1/2" 4 1/2" 3 1/2"

1/

2" 8"

1/

2"

1 1/2" 4" 4"

1/

2" 6"

1/

2"

L6X6X3/8 CONT

FOR BRICK SUPPORT

HSS8X6X1/4

TOP AND BOTTOM

1 1/2"

CMU WALL AT STAIR SHAFT

4"

1/4 2-12

1/2"X9½"X1'-0" END PLATE

w/ (3) 3/8"Ø EPOXY ANCHORS w/ 3 3/8" EMBED (HILTI HIT-HY 270)

TOP AND BOTTOM

1/4

TYP

24'-0"

C8

6X6-W2.9XW2.9 WWF

& 4" CONCRETE 1.5C22

CONFORM DECK

8" CMU BOND BEAM

W/ (2) #4 CONT

SEE ELEVATIONS 4/S201 AND 5/S201

FOR T/BOND BEAM ELEVATIONS

8" CMU WALL

GROUT POCKET SOLID

3/8" X 5" X 0'-8" BEARING PLATE

W/ (2) 5/8"Ø X 5" LG HEADED STUDS 8" 6' - 0" 8"

2'

1'

SAWCUT EXISTING SLAB ON GRADE

#4 DOWEL @ 18" O.C.

DRILL AND EPOXY INTO EXISTING SLAB

W/ 4" EMBED

#4 BENT DOWELS @ 12" O.C.

#4 @ 12" O.C.

#4 CONT @ 12" O.C.

GRANULAR FILL

COMPACTED

BACKFILL

5"

CONCRETE RAMP

6x6 - W2-9xW2.9 WWF EXTERIOR SLAB

SEE CIVIL

#4 x 4'-0" LG DOWEL @ 12" O.C.

#4 CONT

4"

1'

TURN DOWN SLAB

#4 @ 12" O.C.#4 @ 12" O.C.

EXISTING CONCRETE WALL

EXISTING CONCRETE FLOOR STRUCTURE

EXTERIOR PAVEMENT

ANCHOR NEW STAIR

TO EXISTING CONCRETE BEAM

W/ #4 X 1'-0" EPOXY DOWELS @ 12"O.C.

W/ 4"EMBED

6X6 - W2.9XW2.9 WWF

5"

#4 CONT

#4 @ 12" O.C.#4 @ 12" O.C.

(2) #4 CONT

#4 @ 12" O.C.

6" 6" 6"

1' - 6"

1'

1'

3"

1'

TURN DOWN SLAB

@ PERIMETER

#4 CONT

GRANULAR FILL

COMPACTED

BACKFILL

ABRASIVE NOSING

4"

N

EXISTING CONCRETE WALL

EXISTING CONCRETE FLOOR STRUCTURE

EXTERIOR PAVEMENTANCHOR NEW STAIR

TO EXISTING CONCRETE BEAM

W/ #4 X 1'-0" EPOXY DOWELS @ 12"O.C.

W/ 4"EMBED

#4 @ 12" O.C.

6" 6" 6"

1' - 6"

(2) #4 CONT

GRANULAR FILL

COMPACTED

BACKFILL

1'

1'

1'

/2

5"

1/

2"

11" 1"

#4 @ 12" O.C.#4 @ 12" O.C.

6X6 - W2.9XW2.9 WWF

1'

TURN DOWN SLAB

@ PERIMETER

#4 CONT

1'

#4 CONT

ABRASIVE NOSING

#5 BARS @ 12" O.C.

#4 @ 12" O.C.

(2) #4 CONT

#4 @ 12" O.C.

6" 6" 6"

1' - 6"

GRANULAR FILL

COMPACTED

BACKFILL

EXTERIOR PAVEMENT

SEE CIVIL

1' - 0"

CONCRETE SLAB

ON METAL DECK

#4 @ 12" O.C.

5"

#4 @ 12" O.C.#4 @ 12" O.C.

6X6 - W2.9XW2.9 WWF

4" 8"11" 1/2"

6"

2'

1'

1'

3"

#4 CONT

4"

#4 @ 12" O.C.

L4

#4 @ 12" O.C.

ABRASIVE NOSING

GRANULAR FILL

COMPACTED

BACKFILL

6" 6" 1' - 9" 6" 6"

CONCRETE STAIR

1'

3"

#4 @ 12" O.C.#4 @ 12" O.C.

#4 @ 12" O.C.#4 @ 12" O.C.

GRADE

VARIES

0'-11"

-3'-10"

2' - 1"2' - 9"

Ø4" KNOCK OUT

@ BOTTOM OF EACH WALL

FOR DRAINAGE

3' -0

M

IN

1' - 0" 1' - 8" 1' - 0"

3' - 8"

(4) #4

#4 @ 12" O.C.

3"

#4 @ 12" O.C.

EACH FACE

#4 @ 12" O.C.

EACH FACE

12" CMU WALL

W/ #6 @ 40" O.C.

CENTERED IN FULLY GROUTED CELLS

12" CMU BOND BEAM

W/ (2) #4 CONT

T/BOND BEAM=6'-8"

GROUT COURSE ABOVE SOLID

4" 11 1/2" 4"

SEE ARCHITECTURAL DRAWINGS

FOR MASONRY VENEER

SEE ARCHITECTURAL DRAWINGS

FOR STONE CAP

GRANULAR FILL

COMPACTED

BACKFILL

EL = -3'-4"

6x6-W2-9xW2-9 WWF

1'

2'

5"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:0

P

M

S502

STRUCTURAL SECTIONS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

1/2" = 1'-0" W

HSS FRAME - EAST ELEVATION

1/2" = 1'-0"

X

ATTACHMENT TO ELEVATOR SHAFT

1/2" = 1'-0" Y

HSS FRAME - NORT ELEVATION

1/2" = 1'-0"

Z

ATTACHMENT TO STAIR SHAFT

3/4" = 1'-0"

AA

SECTION

1/2" = 1'-0"

AB

SECTION

1/2" = 1'-0"

AC

SECTION

1/2" = 1'-0"

AD

SECTION

1/2" = 1'-0"

AE

SECTION

1/2" = 1'-0"

AF

SECTION

1/2" = 1'-0"

AG

SECTION

No. Revisions: Date:

REV 0 07/24/2023

1/2" = 1'-0"

AH

SECTION

4" GRANULAR FILL

VAPOR BARRIER

COMPACTED SOIL

SAW CUT & SEAL

6 x 6 - W2.9 x W2.9 WWF

CUT HALF WWF @ JOINTST

/4

T

CURED CONC. NEW CONC.

VAPOR BARRIER

4" GRANULAR FILL

VAPOR BARRIER

COMPACTED SOIL

SLOTTED HOLES IF REQUIRED

FOR BOLT CONNECTION

BACKING

BAR

TYPICAL MOMENT CONNECTION

SHEAR PL

BACKING

BAR

3' - 4" +/-

3'

2" C

L.

A-A A-A

2" CL.

EX. CONCRETE

3'

#4 @ 12" O.C.

INFILL EX. OPENING

T Y

P

6"

TYP.

6"

EPOXY GROUT (TYP.)

2" 2"

3" 3"

1"x10"x0'-10" PL.

1-1/16" HOLE FOR 3/4"

ANCHOR BOLT

BASE PLATE

1" G

R O

U T

1'

P R

O J.

T

H D

1/

2"

BLAST WINDOW

HSS6X2X3/8

HSS6X2X3/8

L4X4X3/8 W/ 3/4"X4"

EXP. BOLTS @ 8" O.C.

L4X4X3/8 W/ 3/4"X4"

EXP. BOLTS @ 8" O.C.

L4X4X3/8 X 16" W/ (2)

3/4"X4" EXP. BOLTS @ 8"

O.C. (TYP. BOTH SIDES)

L4X4X3/8 X 6" W/ 3/4"X4" EXP.

BOLTS (TYP BOTH SIDES)

L4X4X3/8 X 6" W/ 3/4"X4" EXP.

BOLTS (TYP BOTH SIDES)

UNDERSIDE OF

STRUCTURE

4" GRANULAR FILL

COMPACTED SOIL

1/4" DEEP SCORED JOINT

6 x 6 - W2.9 x W2.9 WWF

T

3/4" PL.

1/ 2"

2" 2"

1/

2"

1/2"

1 1/2" 1"

1/2"

G H

CMU WALL AT ELEVATOR SHAFT

CMU WALL AT STAIR SHAFT

HSS6X6X1/4

T/STEEL=19'-5 7/8"

FOR CURTAIN WALL SUPPORT

HSS8X6X1/4 HIGH T/STEEL=24'-0"

HSS8X6X1/4 LOW T/STEEL=19'-7 7/8"

HSS6X6X1/4 VERTICAL

TYP

HSS6X6X1/4

T/STEEL=19'-5 7/8"

TYP

HSS8X6X1/4 HIGH T/STEEL=22'-5"

HSS8X6X1/4 LOW T/STEEL=19'-7 7/8"

2'

/2

3" 3' - 10 1/2" 5' - 0 1/2" 4' - 1 1/2" 3" 4"

7" 13' - 6" 4"

1/2"X12"X1'-0" END PLATE

w/ (4) 3/8"Ø EPOXY ANCHORS w/ 3 3/8" EMBED (HILTI HIT-HY 270)

TOP AND BOTTOM

Z

S502

X

S502

G

S501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:2

:1

P

M

S601

STRUCTURAL DETAILS

07/24/2023 PM CL

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

TABLE 1 - FOUNDATION SCHEDULE

FOUNDATION

Type N/S E-W Depth Reinf. B/Footing Elevation

F1 3'-1" 4'-6" 1'-0"

1 1/2" = 1'-0"

CONTROL JOINT DETAIL

1 1/2" = 1'-0"

CONSTRUCTION JOINT DETAIL

1 1/2" = 1'-0"

MOMENT CONNECTION DETAIL

-12'-0"

3/4" = 1'-0"

WALL INFILL DETAIL

1 1/2" = 1'-0"

BASE PLATE DETAIL

#4 @ 12" O.C.

EA. WAY

1 1/2" = 1'-0"

COLUMN BOLT DETAIL

1/2" = 1'-0"

TYP. BLAST FRAMING AT WINDOW DETAIL

1 1/2" = 1'-0"

SCORED JOINT DETAIL

1 1/2" = 1'-0"

CONNECTION DETAIL

1/2" = 1'-0"

PLAN DETAIL