Attachment 7 - Structural Set Final.pdf

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL STRUCTURAL NOTES EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S001

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL STRUCTURAL NOTES EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S002

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42 e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL STRUCTURAL NOTES EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S003

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

BUILDING 2W

BUILDING 2C

BUILDING

2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B L D

G

KEY PLAN

NTS

ADDITION

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH

B C D F

A

E

S201

S201

S201

S201

30' - 2 5/8" 21' - 5 1/4" 15' - 9 1/2" 15' - 6" 21' - 11 1/2"

/4

/4

E.O.S.

1' - 0"

4" THICK CONCRETE SLAB ON

GROUND REINFORCED W/ WWR 6x6-

W1.4xW1.4 AT 2" BELOW TOP OF SLAB.

POUR OVER 10 MIL. VAPOR BARRIER

OVER 4" THICK CRUSHER RUN BASE.

C.J.C.J. C.J. C.J.

C.J.

C.J. C.J. C.J.

C.J.C.J.

C.J. C.J.

C.J.

C.J. C.J. C.J.

C.J.C.J. C.J. C.J. C.J.

C.J.

C .J

C

.J

C .J

C .J

C

.J

C .J

C .J

C

.J

C .J

C .J

C

.J

C .J

C .J

C

.J

C .J

C .J

C

.J

C .J

C .J

C

.J

C .J

C .J

C .J

C .J

C .J

C .J

C

.J

C .J

C

.J

F6(-5'-0")

F8(-2'-6")

F8(-2'-6")

F10

(-2 '-6

F9

(-2 '-6

F11

(-5'-0")

F11 (-5'-0")

F6

(-2 '-6

F6

(-2 '-6

P -1(-0'-8")

P -2

(-0 '-8

P -2

(-0 '-8

P -1

(-0 '-8

") P-1 (-0'-8")

P-1 (-0'-8")

P-1(-0'-8")

F6

(-1 '-0

F6

(-5 '-0

EXISTING

BUILDING

2W

EXISTING

BUILDING 2C

S301

S301

S301

S301

F7 (-2'-6")

HSS5x5x1/4

H S S 5x5x3/8

H S S 5x5x3/8 H

S S 5x

5x 1/

H S

S x5 x3 /8

H SS5x

5x 3/

HSS5x5 x1

/2

HSS5x5 x1

/2

HSS5x5 x1

/2

H S S 5x5x1/4

H SS5x

5x 5/

H S S4x

4x 1/

HSS5x5x5/16

H S S 5x5x5/16

H S S 5x5x5/16

H S S 5x

5x 1/

S301

P-2(-0'-8")

P-2

(-0'-8")

P-2

(-0 '-8")

P-2

(-0'-8")

EXISTING

FOOTINGS

BELOW

EXISTING BASEMENT WALL.

SEE NOTE 13.

EXISTING

FOOTING

EXISTING

SPANDREL WALL

BETWEEN EXIST

COLUMNS

EXISTING

SPANDREL

WALL

BETWEEN

EXIST

COLUMNS

EXISTING

BASEMENT

WALL EXISTING

FOOTINGS

S302

E.O.S

7' - 3 7/8"

S301SIM

S302

"E

.O .S

/8

E .O

.S

/8

E.O.S

5' - 6 1/2"

S301

(2)-#5 BARS x5'-0"

AT SLAB MID-

DEPTH

G B

G B

GB

GB

GB

GB

G B

G B

MP

MP

MP

MP

S301

S302

S302

5 SIM.

S302

SIM.

S302

S302

MP

MP

MP

MP

MP

S301

SEE

NOTE 12

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W16X31

W16X31

W12X30

W X

W12X30

W12X30

W12X30

W12X30 W12X30 W12X30 W12X30

W12X30

W12X30

W12X30W12X30

W12X30

W12X30W12X30

W12X30

W12X30

W12X30 W12X30 W12X30

W12X45 W16X31 W12X45

W12X45W16X31W12X45

W12X30

W12X45

W12X30

W12X30

W12X30

W12X30

W12X45

W12X45

W12X30

W12X30

W12X30

W12X30

W16X31

W X

W8X10

W16X31

W8X10

W X

W16X31

W16X31

W12X30

W X

W X

W10X12 W10X12

W12X30

W12X30

W12X30

W12X45

W12X30

W12X30

W12X30

W12X45 W12X45

W12X30

W12X30

W12X30

W12X30W12X30

W12X45

W X

W12X45

W X

W12X45

W12X30W12X30W12X30

EXISITNG

CONCRETE

PAN JOIST

TYP

EXISITNG

CONCRETE

BEAM TYP

EXISTING

RAMP

S302

S302

P -1

(-0 '-8

S

-4-0"

-5'-0"

4' - 0"

2' - 0"

P-1 (-0'-8")

P-1 (-0'-8")

P-1 (-0'-8")

S

-2-6"

-4'-0"

S303

S302

S303

S303

S303

S303

FOUNDATION PLAN LEGEND

= BRACED FRAME, SEE ELEVATIONS

= EDGE OF SLAB

= HIDDEN EDGE OF FOOTING

GB = GRADE BEAM

MP = MICROPILE

FOUNDATION PLAN GENERAL NOTES

1. E.O.S. DENOTES EDGE OF SLAB

2. Fx FOOTING MARK, SEE SCHEDULE

(X'-X") T/FOOTING ELEVATION

3. Px PIER MARK, SEE DETAIL 8/S301

(X'-X") T/PIER ELEVATION

4. C.J. DENOTES CONTROL JOINT OR

CONSTRUCTION JOINT AT CONTRACTORS

OPTION.

5. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

FABRICATION.

6. FINISH FLOOR ELEVATION = 117.68 = 0'-0" TO

MATCH EXISTING GROUND FLOOR ELEVATION.

7. DO NOT UNDERMINE EXISTING FOUNDATIONS

DURING INSTALLATION OF NEW FOUNDATIONS.

8. DENOTES LOCATION OF 5 1/2" Ø MINIMUM

MICROPILE. FINAL PILE DESIGN SHALL BE BY

CONTRACTORS MICROPILE ENGINEER AND BE

DESIGNED FOR THE COLUMN LOADS SHOWN ON

THIS SHEET AND HAVE A MINIMUM COMPRESSIVE

SERVICE CAPACITY OF 50 KIPS.

9. T/GRADE BEAM = -2'-6"

10.ALL GRADE BEAMS SHALL BE 2'-0" x 2'-0" U.N.O.

11.ALL GRADE BEAMS SHALL BE BOARD FORMED.

NO EARTH FORMS ARE ALLOWED. ALL GRADE

BEAMS SHALL RECEIVE A RUBBED FINISH

WITHIN 24HRS.

12. DO NOT DAMAGE EXISTING CONCRETE PAN

JOISTS STEMS OR CONCRETE BEAMS DURING

INSTALLATION OF NEW PIPING THROUGH

FLOOR ABOVE CRAWL SPACE OF BUILDING 2C.

FIELD VERIFY LOCATIONS PRIOR TO

COMMENCING NEW WORK.

13. DO NOT DAMAGE EXISTING WALL

REINFORCING DURING PIPE INSTALLATION

THROUGH WALL. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE MEANS

14. INDICATES STEP IN FOOTING

ELEVATION

COLUMN

LOCATION

COLUMN

SERVICE LOAD

KIPS

A-5 60

A-4 101

A-2 75

B-2 81

C-2 83

E-1 80

F-3 25

F-4 40

F-5 35 th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL FOUNDATION PLAN EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S101

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1/8" = 1'-0"S101

1 FOUNDATION PLAN

S

-X'-X"

-X'-X"

B C D F

A

E

S201

S201

S201

S201

W12X19 (22)W16X26 (32)W21X62 (38)

W X

W18X40 (38)

W18X40 (38)

W24X68 (38)

W16X26 (31)W12X14 (8)

W X

W X

W16X31 (37)

W X

W16X26 (31) W12X19 (22)

W12X19 (22) W16X26 (38)

W X

W16X26 (32)

W16X26 (32) W12X19 (22)

W12X19 (16) W12X19 (22)

W12X19 (22)W16X26 (32)

W16X26 (32) W12X19 (22)

W X

W X

W12X19 (22)

W12X19 (22)

W X

W12X19 (22)

W12X19 (22)

W X

)(2

/4

/4

30' - 2 5/8" 21' - 5 1/4" 15' - 9 1/2" 15' - 6" 21' - 11 1/2"

6' - 3"

5' - 10 5/8"

E.O.D.

10 1/2"

EXIST. 2C

EXIST. 2W

2VLI20+3-1/4" LWC COVER,

SEE S103 FOR REINFORCING.

W12X14 (8)

W X

W X

W12X16 (22)

W12X16 (16)

S501

S501

S501

S501

S501

S502

S502

S502

S502

S502

/4

S501

EXISTING W12x30

TYP

EXISTING W18x35

TYP

EXISTING 8" PIPE

COLUMN TYP

E.O.D.

7' - 1 7/8"

E .O

.D

/8

E .O

.D

/2

E .O

.D

S102

W12X19 (22)

W12X14 (6)

W12X19 (13)

TY

P

S

IM

TYP

TY

P

TY

P

S503

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W16X31

W12X30

W12X30

W12X30

W12X30 W12X30 W12X30 W12X30

W12X30

W12X30

W12X30W12X30

W12X30

W12X30W12X30

W12X30

W12X30

W12X30 W12X30 W12X30

W12X45 W16X31 W12X45

W12X45W16X31W12X45

W12X30

W12X45

W12X30

W12X30

W12X30

W12X30

W12X45

W12X45

W12X30

W12X30

W12X30

W12X30

W16X31

W8X10

W16X31

W8X10

W X

W16X31

W16X31

W12X30

W X

W X

W10X12 W10X12

W12X30

W12X30

W12X30

W12X30

W12X30

W12X30 W12X30

W12X30

W12X30

EXISTING ROOF

DECK

S503

S503

A

N D

S E

E N

O T

E S

NEW FRAMED OPENING

AT EXHUAST FAN TYP.

COORDINATE LOCATIONS

WITH MECHANICAL

DRAWINGS

W X

W X

W X

W X

W X

W X

S202

S202

SIM

S202

NEW WALL

PENETRATION

BELOW TYP

REFER TO

ELEVATIONS

FOR MORE

INFORMATION

WITH ARCH

11' - 2"COORD

COORD WITH ARCH

5' - 2"

WITH ARCH

13' - 2"COORD

W X

W X

W X

COORDINATE LOCATIONS WITH ACTUAL PATIENT LIFT

PROVIDED. REFER TO TYPICAL BEAM TO BEAM

CONNECTION DETAILS FOR CONNECTION INFORMATION

BUILDING 2W

BUILDING 2C

BUILDING

2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B L D

G

KEY PLAN

NTS

ADDITION

PLAN

NORTH

TRUE

NORTH

0' 4' 8' 16' 24'

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

ROOF PLAN LEGEND

= BRACED FRAME, SEE ELEVATIONS

= EDGE OF SLAB

= INDICATES SPAN DIRECTION OF

STRUCTURAL STEEL COMPOSITE FLOOR DECK.

= BEAM

= EXISTING BEAM

ROOF PLAN GENERAL NOTES

1. FEILD VERIFY EXISTING CONDITIONS PRIOR

TO FABRICATION.

2. T/STL = +11'-6 3/4" U.N.O.

3. (#) INDICATED NUMBER OF 3/4"Øx4" SHEAR

STUDS, SEE 1/S502 FOR COMPOSITE BEAM

NOTES.

4. ALL BEAMS ARE SPACED EVENLY IN BAYS

UNO.

5. REFER TO DETAILS FOR EDGE OF DECK

DIMENSIONS.

6. REF. DENOTES FOR REFERNCE ONLY. FIELD

VERIFY.

7. REFER TO DETAIL 10/S502 FOR NEW

PENETRATIONS THROUGH EXISTING AND

COMPOSITE ROOF/FLOOR DECK WITH TOTAL

DIAMETER OF PENETRATION LESS THAN 5".

REFER TO DETAIL 1/S503 FOR ALL OTHER

PENETRATION SIZES.

8. MAX UNSHORED SINGLE SPAN DECK

SPACING = 7' - 2" MAX 2 & 3 SPAN UNSHORED

DECK SPACING - 9' - 3"

9. ALL LIGHT GAUGE FRAMING AT THE

BUILDING ENVELOPE INCLUDING

ASSOCIATED CONNECTIONS TO THE

STRUCTURE SHALL BE VENDOR DESIGNED

FOR ALL CODE REQUIRED GRAVITY, WIND

AND SEISMIC LOADINGS. IF LIGHT GAUGE

ENGINEER DEVIATES FROM THE BLAST

REQUIREMENTS SHOWN ON THIS SHEET

THEN THE LIGHT GAUGE ENGINEER IS

RESPONSIBLE FOR THE BLAST DESIGN OF

THESE MEMBERS AND ASSOCIATED

CONNECTIONS IN ACCORDANCE WITH THE

BLAST REQUIREMENTS SHOWN ON THE

DRAWINGS AND SPECIFICATIONS.

10. DESIGN OF PATIENT LIFT SUPPORTS,

RAILING AND ALL ASSOCIATED

CONNECTIONS ARE BY THE PATIENT LIFT

MANUFACTURER.

11. REFER TO 2/S503 FPR GUY WIRE

ANCHORAGE DETAILS.

F

E

S501

S501

H S

S X

X

/4

H S

S X

X

/4

H S

S X

X

/4H S

S X

X

/4

HSS5X5X5/16

Pipe1-1/2STDPipe1-1/2STD Pipe1-1/2STD

W X

W12X19 (22)

HSS5X5X5/16

W12X14 (6)

2VLI20+3-1/4" LWC COVER,

SEE S103 FOR REINFORCING.

Pipe1-1/2STD Pipe1-1/2STDPipe1-1/2STD

9 1/4"

E .O

.D

/4

E .O

.D

E.O.D.

7 1/4"

2"E.O.D.

5' - 5" 5' - 5 1/8" 4' - 11"

/8

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL ROOF FRAMING PLAN EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S102

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1/8" = 1'-0"S102

1 ROOF FRAMING PLAN BUILDINGS 2W AND 2C

1/2" = 1'-0"S102

2 PARTIAL PLAN

OPENING WIDTH JAMB SIZE HEAD/SILL SIZE JAMB TOP CONNECTOR JAMB BASE CONNECTOR

UP TO 4'-0"

LIGHT GAUGE FRAMED OPENING SCHEUDLE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

(2) 600S200-97 (2) 600S200-97 (2) VERTICLIP SL600-68 (2) STIFFCLIP AL600-68

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR

CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTORS AND ANCHORS SHOWN ARE DESIGN BASIS.

4. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HITLI X KWIK BOLT TZ AT EACH CONNECTOR TO

CONCRETE AND (6) #12 SELF-DRILLING SCREWS TO THE JAMB.

5. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS.

ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A

MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".

6. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD UP MEMBER AND PROVIDE FLAT SURFACE

FOR ROUGH OPENING. BUILT UP STUDS SHALL NOT BE BACK TO BACK

7. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL

PROTECTED FACILITES, JANUARY 2015.

WALL HEIGHT STUD SIZE STUD SPACING

TOP CONNECTOR

TO STEEL

BASE CONNECTOR TO

CONCRETE

LIGHT GAUGE WALL FRAMING SCHEUDLE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR

CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTOR AND ANCHOR TYPE SHOWN ARE DESIGN BASIS.

3. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HITLI X KWIK BOLT TZ TO CONCRETE AND (6) #12

SDS TO STUD.

4. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS. ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM SPACING OF 1" AND

MINIMUM EDGE DISTANCE OF 1/2".

5. BASE CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (6) #12 SELF DRILLING SCREWS AND ATTACHED TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM SPACING OF 1" AND

MINIMUM EDGE DISTANCE OF 1/2".

6. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL PROTECTED

FACILITES, JANUARY 2015.

7. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHORS NOTED IN NOTE 4 ABOVE.

10'-0" TO 11'-0" 600S162-97 1'-0" (1) VERTICLIP SL600-68 (1) STIFFCLIP AL600-68

8. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHORS NOTED IN NOTE 4 ABOVE.

NOTE: REFER TO 3/S503

FOR MINIMUM

CONNECTION

REQUIREMENTS FOR

EXISTING W12 AND W16

BEAMS BELOW ROOF

SHOWN TO EXSTING

CONCRETE BEAM.

EXISTING CONNECTION

SHALL BE FIELD

VERIFIED BY THE

CONTRACTOR TO VERIFY

MINIMUM

REQUIREMENTS ARE

MET.

B C D F

A

E

/4

/4

30' - 2 5/8" 21' - 5 1/4" 15' - 9 1/2" 15' - 6" 21' - 11 1/2"6' - 3"

EXIST. 2CEXIST. 2W

END TO PERIPHERAL TIES

#4@12 INTERNAL TIES

WITH SEISMIC HOOKS EA

E N

D T

O P

E R

IP

H

E R

A L T

IE

S

I N

T E

R N

A L T

IE

S

W

IT

H S

E

IS

M

IC

H O

O K

S E

A

EXTEND

PERIPHERAL TIE

2'-8" TYP BEYOND

PERIPENDICULAR

PERIPHERAL TIE

(4)-#5 PERIPHERAL TIES

AROUND PERIMETER TYP.

EXTEND PERIPHERAL TIE 2'-8"

BEYOND PERPENDICULAR

PERIPHERAL TIE TYP.

S502

S502

S502

S502

S103

6789 10

BUILDING 2W

BUILDING 2C

BUILDING

2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B L D

G

KEY PLAN

NTS

ADDITION

ROOF TIE PLAN GENERAL NOTES

1. LAP ALL REBAR WITH CLASS B SPLICE.

2. TIES ARE CONTINUOUS. USE CLASS B SPLICE

3. SEE DETAIL 2 AND 3/S103 FOR LAP LOCATIONS.

4. DEVELOP HOOK REINFORCEMENT BEYOND

PERPENDICULAR REINFORCEMENT PER ACI.

ROOF PLAN LEGEND

= BRACED FRAME, SEE ELEVATIONS

= INTERNAL OR PERIPHERAL TIE

= BEAM

EAST/WEST SLAB

REINFORCING

NORTH/SOUTH

SLAB REINFORCING

CLASS B SPLICES

SHALL BE STAGGERED WITHIN

THE ALLOWABLE SHADED AREA

TYP U.N.O.

Lx NORTH/SHOUTH GRID SPACING

.2

L y

0.2Lx 0.2Lx

.2

L y

L y E

A S

T /W

E S

T G

R

ID

S P

A C

IN

G

TIE REINFORCING

PERPENDICULAR TO

BEAM PERMITTED

TO PASS THROUGH

SHADED REGION

TIE REINFORCING

PARALLEL TO BEAM

NOT PERMITTED TO

PASS THROUGH

SHADED REGION

BEAM SEE PLAN

FLANGE WIDTH

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH

F

(3)-#5 PERIPHERIAL

TIES

(3)-#5 PERIPHERIAL

TIES

END TO PHERIPHERAL TIES

#4@12 INTERNAL TIES

WITH SEISMIC HOOKS EA

S502

S502

SIM

SIM

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL TIE FRAMING PLAN EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S103

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1/8" = 1'-0"S103

1 TIE FRAMING PLAN

1" = 1'-0"S103

2 TYP. TIE REINFORCING DETAIL

1" = 1'-0"S103

3 TYP. TIE REINFORCING LAP SLPICE LOCATION DETAIL

1/2" = 1'-0"S103

4 PARTIAL TIE FRAMING PLAN

1e

Ae

2e 3e 4e 5e

Be

Ce

De

B.9e

R E

F

R E

F

R E

F

REF.

18' - 10"

REF.

6' - 10"

REF.

26' - 2"

REF.

16' - 11"

R E

F

EXISTING 8" HOLLOW

CORE PRECAST PLANKS

WITH 2" CONCRETE

TOPPING

EXISTING CONCRETE

BEAMS TYP

EXISTING CONCRETE

COLUMNS TYP

RTU-1

NEW HSS7x4x1/4 LSV SUPPORTS

TYP. COORDINATE FRAMING

LOCATION WITH EXISTING

CONCRETE BEAMS. DO NOT

DAMAGE EXISTING BEAMS

S104

S104

S104

TY

P

TY

P

TYP.

DEMOLISH EXSTING HOLLOW

CORE SLAB AT NEW

PENETRATIONS AFTER STEEL

FRAMING HAS BEEN INSTALLED

TYP.

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

0' 4' 8' 16' 24'

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

PLAN

NORTH

TRUE

NORTH

BUILDING 2W

BUILDING 2C

BUILDING

2E

BLDG 1BUILDING 3

BLDG

BLDG 34 BLDG

BLDG 33

B L D

G

KEY PLAN

NTS

ADDITION

LC

CL

3/16

1/2"x10"x1'-9"

PLATE

BEAM SEE

PLAN

(8) 1/2"Ø x 2 3/4"

EMBED HILTI HY200

WITH STD HAS ROD

ANCHORS

EXISTING

CONCRETE BEAM

EXISTING HOLLOW CORE

CONCRETE PANEL

10" 4"4"

1 1/2" 1 1/2"

2L 4x4x1/4 x 0'-4" LONG

3/16

+ 1/2" RTU

TOP &

BOTT.

BEAM,

SEE PLAN

EXISTING HOLLOW CORE

CONCRETE PANEL

L2x2x1/4 x CONT.

1/2" Ø x 2 1/4" EMBED.

HILTI KWIK BOLT TZ

ANCHOR AT 4" FROM

ENDS + 12" O.C.

BEYOND

GROUT

ENDS

BEAM, SEE PLAN

L2x2x1/4 x CONT.

EXISTING HOLLOW CORE

CONCRETE PANEL

1/2" Ø x 2 1/4" EMBED. HILTI

KWIK BOLT TZ ANCHOR AT 4"

FROM ENDS + 12" O.C.

3/16 2@12

(3/16) 2@12

6"

GROUT ENDS

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL ROOF FRAMING PLAN BUILDING 42 EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S104

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1/8" = 1'-0"S104

1 ROOF FRAMING PLAN BUILDING 42

1 1/2" = 1'-0"S104

3 TYP. STEEL TUBE CONNECTION TO EXISTING CONCRETE BEAM

1 1/2" = 1'-0"S104

2 SECTION

1 1/2" = 1'-0"S104

4 SECTION AT HOLLOW CORE BEARING

NOTES:

1. FIELD VERIFY EXISTING

CONDITIONS PRIOR TO

SUBMISSION OF SHOP

DRAWINGS FOR

REVIEW.

2. COORDINATE RTU AND

EXHAUST FAN

PENETRATION

LOCATIONS WITH

MECHANICAL AND

ACTUAL EQUIPMENT

PROVIDED PRIOR TO

SUBMISSION OF SHOP

DRAWINGS FOR REVIEW

C D

W12X16 H

S S 4X

4X 1/

4 H S

S 4X

4X 1/4

H S

S X

X

/2

H S

S X

X

/4

15' - 9 1/2"

11' - 6 3/4"

T/STEE

L

-2' - 6"

T/SLAB

T/FTG

S501

S501

S501

4OPP

HAND

0' - 0"

T C

K

IP

S T C

20 K

IP

S

NOTE: LOADS

SHOWN ARE

SERVICE

W21X44

H S S 5X

5X 5/

H S S 5X5X5/16

H S

S X

X

/2

H S

S X

X

/8

S501

-2' - 6"

T/STEEL

T/SLAB

T/FTG

21' - 8"

S501

S501

4OPP

HAND

0' - 0"

11' - 6 3/4"

T=C =4

6K

IP

S

T=C =46 K

IP

S

NOTE: LOADS

SHOWN ARE

SERVICE

H S

S X

X

/8

H S S 5X

5X 5/16

H S S 5X

5X 5/

H S

S X

X

/2

W21X48 (22)

-2' - 6"

T/STEEL

T/SLAB

T/FTGS501

S501

4OPP

HAND

21' - 8"

3' - 0 1/2"

11' - 6 3/4"

0' - 0"

T= C =4

K

IP

S

T=C =42 K

IP

S

NOTE: LOADS

SHOWN ARE

SERVICE

S501

BC

H S S 4X

4X 1/

H S S 4X4X

1/4

W12X16

H S

S X

X

/8

H S

S X

X

/8

11' - 6 3/4"

-2' - 6"

T/STEEL

T/SLAB

T/FTG

S501

S501

S501

4OPP

HAND

21' - 5 1/4"

0' - 0"

T=C =1

K

IP

S

T=C =12 K

IP

SNOTE: LOADS

SHOWN ARE

SERVICE

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL BRACE ELEVATIONS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S201

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1/4" = 1'-0"S201

1 BRACING ELEVATION ALONG GRID LINE 3

1/4" = 1'-0"S201

2 BRACING ELEVATION ALONG GRID LINE C

1/4" = 1'-0"S201

3 BRACING ELEVATION ALONG GRID LINE B

1/4" = 1'-0"S201

4 BRACING ELEVATION ALONG GRID LINE 4

3" 2"3"

DEMO SECTION A-A

DEMO ELEVATION

NEW SECTION B-B

NEW ELEVATION

DEMOLISH

EXISTING

BRICK.

DEMOLISH

EXISTING TERRA

COTTA BAND

EXISTING

BEAM TYP

EXISTING

BLOCK TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

TERRA

COTTA

BAND TO

REMAIN

DEMOLISH

EXISTING

BRICK.

EXISTING

TERRA

COTTA

BAND TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

COLUMN

BEYOND

EXISTING

BEAM

BEYOND

EXISTING

SLAB TYP

EXISTING

BASEMENT

WALL

DEMOLISH

EXISTING

BLOCK

DEMOLISH

EXISTING

TERRA

COTTA

BAND

DEMOLISH

EXISTING

BRICK.

EXISTING

BEAM TYP

EXISTING

BLOCK TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

SLAB TYP

EXISTING

BASEMENT

WALL

EXISTING

TERRA

COTTA

BAND TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

COLUMN

BEYOND

EXISTING

BEAM

BEYOND

HSS 8x2x1/4

JAMB TYP,

PROVIDE 1/4"

CLOSURE

PLATES TOP

AND BOTTOM

TYP.

HSS 8x4x3/8

BEAM WITH

5/8"x1'-0"xCONT

PLATE

NEW

DOORS

SEE ARCH

SEE PLAN

NEW

CEILING

SEE ARCH1

R E

F

/2

A

A

B

B

NEW

CEILING

SEE ARCH

L4X4X1/4X6" LONG TYP

3/16

3 SIDES

TYP.

1/4

(2) 3/8" Ø X 2 1/2"

EMBED HILTI KWIK

BOLT TZ

NOTE: SHORING

DESIGN SHALL BE BY

THE CONTRACTOR AS

REQUIRED

L4X4X1/4X8" LONG

3/16

TYP

3" 2"3"

DEMO SECTION A-A

DEMO ELEVATION

NEW SECTION B-B

NEW ELEVATION

DEMOLISH

EXISTING

BRICK.

DEMOLISH

EXISTING TERRA

COTTA BAND

EXISTING

BEAM TYP

EXISTING

BLOCK TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

TERRA

COTTA

BAND TO

REMAIN

DEMOLISH

EXISTING

BRICK.

EXISTING

TERRA

COTTA

BAND TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

COLUMN

BEYOND

EXISTING

BEAM

BEYOND

EXISTING

SLAB TYP

EXISTING

BASEMENT

WALL

DEMOLISH

EXISTING

BLOCK

DEMOLISH

EXISTING

TERRA

COTTA

BAND

DEMOLISH

EXISTING

BRICK.

EXISTING

BEAM TYP

EXISTING

BLOCK TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

SLAB TYP

EXISTING

BASEMENT

WALL

EXISTING

TERRA

COTTA

BAND TO

REMAIN

EXISTING

BRICK TO

REMAIN

EXISTING

COLUMN

BEYOND

EXISTING

BEAM

BEYOND

HSS 8x2x1/4 JAMB

TYP,PROVIDE 1/4"

CLOSURE PLATES

TOP AND BOTTOM

TYP.

HSS 8x4x3/8

BEAM WITH

5/8"x1'-0"xCONT

PLATE

NEW DOOR

SEE ARCH

NEW

CEILING

SEE ARCH

A

A

B

B

5' - 2"

L4x4X1/4x6"

LONG TYP

3/16

(2) 3/8" Ø X 2 1/2" EMBED

HILTI KWIK BOLT TZ

EXISTING

CONCRETE

COLUMN

(2) 1/2" Ø x 2 3/4"

EMBED HILTI

KWIK BOLT TZ

ANCHORS

L6X4X1/4X0'-8"

LONG LLV

NOTE: SHORING

DESIGN SHALL BE BY

THE CONTRACTOR AS

REQUIRED

L4X4X1/4X8" LONG

3 SIDES

TYP

3/16

TYP

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL WALL FRAMING ELEVATIONS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S202

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1/2" = 1'-0"S202

1 NEW WALL PENETRATION TYPICAL ELEVATION AND DETAILS

1/2" = 1'-0"S202

2 NEW WALL PENETRATION ELEVATION AND DETAILS

FINISH GRADE

EXISTING OR NEW

FOUNDATION

PLUMBING /

UTILITY LINE

CONTRACTOR NOTE:

NEW FOOTINGS, PLUMBING LINES,

ETC. SHALL BE INSTALLED SUCH

THAT THEY ARE ABOVE THE

TRAPEZOID CREATED BELOW AND

ADJACENT FOOTING WITH SIDES

NO STEEPER THAN 1 VERTICAL TO 2

HORIZONTAL.

SUBSEQUENT

PROPOSED

FOUNDATION,

SEE PLAN

SEE PLAN

WALL OR COLUMN,

1/8" TO 1/4" WIDE x 1/4" "t"

SAW CUT JOINT OR ZIP JOINT

(EXPOSED SLABS ONLY),

FOR EXPOSED FINISH

FLOORS, CLEAN & FILL JOINT

WITH EPOXY JOINT FILLER 90

DAYS AFTER PLACEMENT.

REINFORCING,

SEE PLAN

TYP. EXTERIOR CONST. JOINT

TYP. CONTROL JOINT

REINFORCING,

SEE PLAN

3/8" TOOLED

RADIUS

TYPICAL KEYWAY DIMENSIONS

NOTE:

" t " = SLAB

THICKNESS, SEE PLAN

2" 2"

2" 2"

"t

"t

/2 t

3/4" MIN.

1/10 t

-1

/2

M

IN

/4 t

REINFORCING,

SEE PLAN

SAW CUT 1/8" TO 1/4" WIDE x 1/4"

OF SLB THISCKNESS JOINT

WITHIN 12 HOURS OF

CONCRETE PLACEMENT. FOR

EXPOSED FINISH FLOORS,

CLEAN & FILL JOINT WITH EPOXY

JOINT FILLER 90 DAYS AFTER

PLACEMENT.

2" 2"

"t

TYP. INTERIOR CONST. JOINT

FINFISHED

FLOOR

10 MIL VAPOR

BARRIER

4" CRUSHER

RUN BASE

10 MIL VAPOR

BARRIER

CONT. HORIZONTAL REINF.

(VERTICAL REINF. NOT

SHOWN FOR CLARITY)

PROVIDE FTG.

REINF. CONT.

THRU JOINT

HOOK 'A' - 16x BAR

DIA. (TYPICAL UNLESS

OTHERWISE NOTED)

OPTIONAL DOWEL

HOOK 'A' - 16x BAR

DIA. (TYPICAL UNLESS

OTHERWISE NOTED)

NOTES:

1. HOOK 'A' MAY BE OMITTED IF EMBEDMENT IS

MORE THAN THE ACI DEVELOPMENT

LENGTH.

2. DOWELS MAY BE USED IN LIEU OF HOOKING

CONTINUOUS BARS AS SHOWN.

E M

B E

D M

E N

T

EMBEDMEN

T x B

A R

D

IA

H O

O K

'B

H O

O K

A S

N O

T E

D

36x BAR DIA.

T /3

T /3

T /3

PROVIDE (2)#5x36"

LONG THRU JOINT (IF

NO TOP REINF. IN FTG.)

PROVIDE

FTG.

REINF. CONT.

THRU JOINT

PROVIDE KEY FULL

WIDTH OF FOOTING

2" CLEAR TO TOP

PREVIOUS POUR NEW POUR

3"

S C

H E

D

"T

S E

E F

T G

#4x4'-0" LG. +8" STD.

HK. AT MID-DEPTH OF

SLAB

WALL/FOOTIN

G

BELOW

WALL

(2) #5 BARSx5'-0" LG.

AT MID-DEPTH OF

SLAB

NOTE:

S.O.G. CORNER BAR @ RE-ENTRANT

CORNER & OTHER SIMILAR

CONDITIONS.

NOTE:

S.O.G. CORNER BAR @ RE-ENTRANT

CORNER & OTHER SIMILAR

CONDITIONS.

NOTE:

WRAP EXTERIOR COLUMNS

WITH ASPHALT IMPREGNATED

FELT OR COAT WITH

BITUMINUS PAINT PRIOR TO

CONCRETE PLACEMENT.

C .J

C.J.

C .J

FILL WITH CONCRETE TO

FOOTING AFTER CONTROL

JOINTS HAVE BEEN

INSTALLED-TYPICAL

C.J.

1/2" EXPANSION

JOINT FILLER OR(2)

LAYERS OF ASPHALT

IMPREGNATED FELT

BOND BREAKER

C .J

EXPOSED

EDGE

1/2" EXPANSION

JOINT FILLER OR (2)

LAYERS OF ASPHALT

IMPREGNATED FELT

BOND BREAKER

C .J

1"

M

IN

. 3"

1"

M

IN

. 3"

M

IN

. 3"

C COLUMN

T/PIER EL. 8" (MIN.)

BELOW FIN. FLR.

2 TIES IN FTG.

T/FTG. EL SEE PLAN

(3) #4 TIES AT TOP @ 6",

AT P-1, (4) #5 TIES IN

TOP 8" OF P-2

FOR BASE P SIZE

SEE SCHEDULE

FOR COLUMN SIZE,

LOCATION,

ORIENTATION & TYPE

SEE PLAN

L

FOR PIER SIZE & REINF.

SEE PLAN AND PIER

SCHEDULE THIS SHEET.

FOR ANCHOR BOLT SIZE

SEE BASE PLATE

DETAILS

FOR FOOTING SIZE &

REINFORCING SEE

FOOTING

SCHEDULE

1-1/2" GROUT

L

BASE PL

BOLT CENTERLINE

MIN. EDGE DIST. TO

C L

R

TYP.

3" CLR.

S C

H E

D U

L E

S E

E P

IE

R

MARK

NO. LENGTH

WIDTH VERT.

REINF. TIES

ANCHOR BOLT

EMBEDMENT

P-2 3'-0 2'-6" (12) # 7 #4 @ 8" o/c

2'-6" AT 5'-0" TALL PIERS,

3" FROM BOTTOM OF

GRADE BEAM OR

FOOTING ALL OTHER

LOCATIONS

Pier Schedule

P-1 2'-0 2'-0" (8) # 6 #4 @ 8" o/c

2'-6" AT 5'-0" TALL PIERS,

3" FROM BOTTOM OF

GRADE BEAM OR

FOOTING ALL OTHER

LOCATIONS

#4@ 24"O.C.

EXISTING

BUILDING

1' - 0"

(3)#4 CONT.

WWR,

SEE PLAN

1/2" PJF WITH BACKER

ROD AND SEALANT

3'-0"

7"

6"

10 MIL VAPOR

BARRIER

TYP.

3"CLR.

T Y

P

"C

L R

8" 1' - 2" 8"

F.O.W.

1' - 0"

2' - 6"

4" 2"

6"

SLAB, SEE

PLAN

INSULATION,

SEE ARCH.

#5 CONT.

VAPOR BARRIER

GROUT SOLID

BELOW GRADE

BRICK VENEER,

SEE ARCH.

E .O

.S

2"

2" CLR.

#5@12"O.C. 3'-0"

#4@24"O.C.

STD. HOOK.

(3)#5 CONT.

ROUGHEN

SURFACE

2" CLR.

#5 @ 12

#5@12" O.C.

ROUGHEN

SURFACE T/SLAB = 0'-0"

T/FTG = -2'-6"

8"

LIGHT GAUGE STUD,

SEE SCHEDULE ON

S102

NOTE: BACKFILL

EARTH WALL EVENLY

ON EACH SIDE USING

EQUAL LIFTS

F.O.W.

1' - 0"

4" 2"

6"

SLAB, SEE

PLAN

INSULATION,

SEE ARCH.

#5 CONT.

VAPOR BARRIER

GROUT SOLID

BELOW GRADE

BRICK VENEER,

SEE ARCH.

E .O

.S

2"

2" CLR.

#5@12"O.C. 3'-0"

STD. HOOK.

ROUGHEN

SURFACE

2" CLR.

#5@12"

#4 STIRRUP

SEE 7/S302

ROUGHEN

SURFACE T/SLAB = 0'-0"

T/GRADE BEAM = -2'-6"

5" 1' - 2" 11"

2' - 6"

3"CLR

"C

L R

"C

L R

(5)#6 TOP

(4)#5 TOP

#5 @12" O.C.

8"

LIGHT GAUGE STUD,

SEE SCHEDULE ON

S102

NOTE: BACKFILL

EARTH WALL EVENLY

ON EACH SIDE USING

EQUAL LIFTS

PIPE INSTALLATION

AS REQUIRED FOR

M

ID

D E

P

TH

CLEAN AND ROUGHEN

EXISTING SURFACE APPLY

EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH

CONCRETE IN ACCORDANCE

WITH MANUFACTURERS

RECOMMENDATIONS

DRILL HOLE INTO EXISTING

SLAB 10 BAR DIAMETERS DEEP

BY ONE BAR DIAMETER + 1/4"

MAX IN DIAMETER INTO SLAB IN

ACCORDANCE WITH

MANUFACTURERS

RECOMMENDATIONS

CLASS B

SPLICE TYP

#4@14" E.W.

NEW SLAB TO MATCH EXISTING SLAB THICKNESS,

ALIGN CONTROL JOINTS WITH EXISTING JOINTS

EXISTING SLAB

MINIMUM 4" GRANULAR BASE.

COMPACTED TO 98% OF ITS

STANDARD PROCTOR

MAXIMUM DRY DENSITY IN

ACCORDANCE WITH ASTM

D698.

LAP AND TAPE 10 MIL VAPOR

BARRIER

NEW PIPE. REFER TO

PLUMBING FOR PIPE SIZE,

DEPTH AND BEDDING

REQUIREMENTS.

NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING WORK. DO NOT INTERRUPT OR UNDERPIN

EXISTING FOOTINGS OR SLAB DURING PIPE DEMOLITION OR

INSTALLATION

T/ SLAB

SEE PLAN

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

EACH WAY AT MID-

DEPTH

CLEAN & ROUGHEN

EXISTING SURFACE

APPLY EPOXY

BONDING AGENT

PRIOR TO

PLACEMENT OF

FRESH CONCRETE

IN ACCORDANCE

WITH

MANUFACTURERS

RECOMMENDATIONS

3/4" CHAMFER TYP.

SEE NOTE BELOW

F A

C E

O F

E Q

U

IP

M E

N T

F A

C E

O F

E Q

U

IP

M E

N T

4" T

Y P

6"

NOTE:

CONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTS

SHALL CONFORM TO EQUIPMENT MFRS. REQUIREMENTS. VERIFY

LOCATIONS WITH MECHANICAL.

2" C

LR

M

IN

NOTE: USE LIGHT

WEIGHT CONCRETE

AT NEW PAD ON

EXISTING ELEVATED

FLOORS

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL CONCRETE DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S301

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

3/4" = 1'-0"S301

1 TYPICAL FOOTING INSTALLATION DETAIL

3/4" = 1'-0"S301

2 TYPICAL SLAB CONTROL & CONSTRUCTION JOINT DETAILS

3/4" = 1'-0"S301

3 TYPICAL CONTINUOUS FOOTING REINFORCING DETAIL

3/4" = 1'-0"S301

4 TYPICAL WALL FOOTING CONSTRUCTION JOINT

3/4" = 1'-0"S301

5 SLAB CORNER BAR DETAIL

3/4" = 1'-0"S301

6 TYPICAL COLUMN ISOLATION JOINT OPTIONS

3/4" = 1'-0"S301

8 TYPICAL PIER SECTION AND SCHEDULE

1" = 1'-0"S301

7 TYPICAL SLAB TURNDOWN

1" = 1'-0"S301

9 DETAIL AT EXTERIOR WALL

1" = 1'-0"S301

10 DETAIL AT EXTERIOR 3/4" = 1'-0"S301

11 TYPICAL SLAB REPAIR DETAIL

1 1/2" = 1'-0"S301

12 EQUIPMENT PAD DETAIL

REF

8"

(2)-LAYERS

#15 FELT

A

SEE PLAN

SLAB,

SEE

PLANE

.O .S

INTERIOR LG

WALL STUD,

SEE ARCH.1/2" PJF & BACKER

ROD & SEALANT

EXISTING WALL

TO REMAIN

LEDGE ELEVATION VARIES

FIELD VERIFY

#4@24" O.C.

3'-0"

6"V A

R

IE

S

NOTES:

REMOVE BRICK TO

EXISTING BRICK

LEDGE

(3)-#4 CONT. 10 MIL VAPOR

BARRIER

V E

R

IF

Y

F

IE

L D

1/2" PJF W/ BACKER

ROD AND SEALANT

VERIFY

5" FIELD

EXISTING

SPANDREL WALL

10 MIL VAPOR

BARRIER

#4 @24" O.C.

6" 3'-0"

E.0.S.

1'-3 3/8" EXSIT. WALL BEYOND

(2)-LAYERS

#15 FELT

DEMO HAUNCH AS

REQUIRED AT

GRADE BEAMS

#4 X CONT.

"C

L R

(5)#6 TOP

"C

L R

2' - 0"

(4)#5 BOT

#4 STIRRUP

T/GRADE BEAM

SEE

PLAN

T/SLAB BEAM

SEE PLAN

CONC. SLAB,

SEE PLAN

3"CLR S

E

E N

O T

E

MICRO-

PILE

NOTE:

EMBED 3" FOR COMPRESSION PILE

MICRO-

PILE

(4)#5 BOT

#4 CLOSED STIRRUPS

@ 4" O.C.

#4 CLOSED STIRRUP

@ 3" O.C. @

CANTILEVER END

NEW GRADE

BEAM, SEE PLAN

NEW HSS COLUMN,

SEE PLAN

(5)#6

TOP

SEE PLAN

2 LAYERS #15

ASPHALT

IMPREGNATED FELT

EXISTING

BUILDING SEE

PLAN

T/GRADE BEAM

CL

PIER, SEE PLAN

(3) #4

STIRRUPS IN

TOP 6"

2' - 0"

F

EDGE OF

BRICK FACADE

SEE PLAN

NEW GRADE

BEAM, SEE PLAN

S302

EXISTING

CONC. WALL

PIER, SEE

PLAN

F

EDGE OF

SLAB

SEE PLAN

NEW GRADE

BEAM, SEE PLAN

EXISTING

CONC. WALL

2' - 0"

P L A

N

S E

E

S302

MICRO-PILE

GRADE BEAM REINFORCING,

SEE 3/S302

CLASS B SPLICE,

AS REQ'D

CLASS B SPLICE

TYP, AS REQ'D

6'-0"

#4 CLOSED STIRRUPS AT 4" O.C.

#4 CLOSED STIRRUPS

AT 1'-0" O.C.

4'-0"

COLUMN

FOOTING

GRADE

BEAM

FOOTING

REINF, SEE

SCHEDULE

GRADE BEAM

REINFORCING,

SEE DETAILS

PLATE ELEV.

3" ABOVE B/GRD. BM OR

FOOTING TYP.

#14GR75, EPOXY COATED,

THREADED BAR & POST

GROUT TUBE

A36 STEEL TOP PLATE AS

REQUIRED BY CONTRACTORS

MICROPILE ENGINEER

5 1/2"Ø ASTM A252

GR 3 STEEL PIPE

MINIMUM

CENTERALIZERS @

10'-0" O.C. MAX

POST GROUT

PORTS

DRILL HOLE

DIAMETER AS

REQUIRED FOR

THE FINAL

MICROPILE

DESIGN

f'c = 4,000 PSI

CEMENT GROUT

F

IN

A L M

IC

R

O P

IL

E

D E

S

IG

N B

Y C

O N

T R

A C

T O

R S

M

IC

R O

P

IL

E E

N G

IN

E

E R

D E

S

IG

N B

A S

IS

F

T C

A S

E D

U N

B O

N D

E D

F

T U

N C

A S

E D

B O

N D

E D

F T

B O

N D

E D

I N

B E

D R

O C

K

S302

3"

D /3

D /3

D /3

D

NEW POURPREVIOUS POUR

CLASS "B" SPLICE

(2) #5x3'-0"

GRADE BEAM REINFORCING,

SEE 3 AND 7/S302

KEYWAY

NOTE:

LOCATE CONSTRUCTION JOINTS AT 1/3

SPAN LOCATIONS BETWEEN PILES

STEEL CASING

REINFORCING

BAR WITH NUT

OVERSIZED CORE HOLE

(DIAMETER AS PER

CONTRACTORS PLANS)

STEEL SHEAR RING

NON-SHRINK

GROUT

TOP OF GRADE

BEAM

BEARING PLATE

TYP.

CHIPPED

GROOVE

BOTTOM OF

GRADE BEAM

H H

(2 '-0

M

A X

2 "H" MIN

"D"

1'-6" MIN

48 DIA. LAP (TYP.)

CONTINUOUS FOOTING

REINFORCING

`Z' BARS SAME SIZE AND

NUMBER AS CONTINUOUS

FOOTING REINFORCING,

BEND AS SHOWN.

1 TRANSVERSE BARS

SEE FTG DETAILS

'D

12" LEG TYP. CONT. FOOTING

REINFORCING

PIPE SLEEVE 3" LARGER

THAN PIPE DIAMETER

#4 @12" O.C.

KEEP 6" MIN. OF

CONCRETE ALL AROUND

4#4 BARS

TRANSVERSE

POLYURETHANE BASED

INSULATING FOAM SEALANT

PROVIDE DEEPENED FTG.

AT PIPE

TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING

NOTE: THIS DETAIL DOES

NOT APPLY IF TOP OF PIPE

IS MORE THAN 4'-0" BELOW

BOTTOM OF WALL FOOTING.

TYP.

3" CLR.

2" C

LR

"C

L R

(7)#6 TOP

"C

L R

4' - 0"

(6)#5 BOT

#4 STIRRUP

T/GRADE BEAM

SEE

PLAN

T/SLAB BEAM

SEE PLAN

CONC. SLAB,

SEE PLAN

3"CLR

S E

E N

O T

E

MICRO-

PILE

NOTE:

EMBED 3" FOR COMPRESSION PILE

MICRO-

PILE

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL CONCRETE DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S302

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

3/4" = 1'-0"S302

1 SECTION AT BUILDING 2W

3/4" = 1'-0"S302

2 SECTION AT BUILDING 2C

1" = 1'-0"S302

3 SECTION AT GRADE BEAM

3/4" = 1'-0"S302

4 SECTION AT MICROPILE

3/4" = 1'-0"S302

5 ENLARGED PLAN AT COLUMN F-4

3/4" = 1'-0"S302

6 ENLARGED PLAN AT COLUMN F-3

1" = 1'-0"S302

7 TYPICAL GRADE BEAM ELEVATION

1" = 1'-0"S302

8 TYPICAL MICROPILE DETAIL

3/4" = 1'-0"S302

9 GRADE BEAM CONSTRUCTION JOINT DETAIL

1 1/2" = 1'-0"S302

10 ALT. DETAIL FOR EXIST. FTG.

3/4" = 1'-0"S302

11 TYPICAL STEPPED FOOTING DETAIL

3/4" = 1'-0"S302

12 TYPICAL PIPE SLEEVE THRU FOOTING DETAIL

1" = 1'-0"S302

13 SECTION AT 4'-0" WIDE GRADE BEAM

CLASS B SPLICE TYP.

M

IN

OPENING THRU

BEAM

ADDITIONAL BARS TO MATCH

BOTTOM BARS OF GRADE BEAM

3" 3" 3" 3"

PROVIDE ONE ADDITIONAL

STIRRUP AT OPENING LARGER

THAN 4"

OPENING THRU

BEAM

(2) #6 ADDITIONAL BARS

3" 3" 3" 3"

ELEVATION VIEW

TO BE USED WHERE OPENING CONFLICTS WITH BOTTOM BAR REINFORCEMENT

CLASS B SPLICE TYP.

PROVIDE ONE ADDITIONAL SITRRUP

AT OPENING LARGER THAN 4"

3' - 0" MIN. 3' - 0" MIN.

1' - 6" MIN. 1' - 6" MIN.

IN

C

R E

A S

E B

E A

D

P T

H E

Q U

A L T

O

H

L E

D

IA

3" 3" 3" 3"

PROVIDE ONE ADDITIONAL SITRRUP

AT OPENING LARGER THAN 4"

1' - 6" MIN. 1' - 6" MIN.

IN

C

R E

A S

E B

E

W

ID

T H

E Q

U A

L

H

L E

D

IA

X

T E

R

IO

R

ELEVATION VIEW

TYPICAL HORIZONTAL HOLE THROUGH GRADE BEAM LARGER THAN 4" DIA.

OPENING THRU BEAM

EXTERIOR FACE

PLAN VIEW

TYPICAL VERTICAL HOLE THROUGH GRADE BEAM LARGER THAN 4" DIA.

AT INTERIOR BEAMS WIDEN BEAM

1/2 HOLE DIA. EA SIDE

3" C

LR

1'

0"

3" CLR.

3' - 6"

SLAB SEE PLAN

#4@12"

#5@18"O.C.

CONT. HORIZ.

REINF.

NOTE: SHORE WALL UNTIL SLAB

ON GRADE AND WALL HAVE

ACHIEVED THEIR DESIGN

STRENGTH. FILL SOIL HEIGHT ON

EACH SIDE OF WALL EQUALLY

#6@12"O.C. VERT.

REINF. EA. FACE

#6 DWLS.@12"O.C.

TE

N

S

IO

N L

A P

S P

LI

C

E

C

LA

S S

B

#5@18"O.C.

CONT. HORIZ.

REINF.

1/4" ROUGHENED

SURFACE

T/FTG.-SEE PLAN

1'-2"

#4@48" O.C

1' - 3" 1' - 0" 1' - 3"

#4@48"O.C.

(4)-#5 CONT.

2" COVER

2" COVER

DAMP PROOFING &

DRAINAGE MAT SEE ARCH

FOUNDATION

INSULATION SEE

ARCH

U P

T O

'-0

W A

LL

H

E

IG

H T

G R

E A

TE

R

T H

A N

'-6

1'

0"

GRADE

SEE SCHEDULE ON S102 FOR

BLAST CONNECTION

REQUIREMENTS

S E

E A

R C

H

3'

0"

1/4" ROUGHENED SURFACE

4'-0"

2'-6"

2"

M

IN

6"

UTILITY

STEEL PIPE

SLEEVE 3"

LARGER THAN

UTILITY

DIAMETER

C

LA

S S

B S

P

LI

C E

POLYURETHANE

BASED

INSULATING

FOAM SEALANT

TRIM BARS EACH

SIDE OF OPENING

EQUAL TO SIZE &

QTY. OF

INTERRUPTED

REINFORCING

INTERRUPTED REINFORCING

WALL REINFORCING

DIAGONAL BARS

SAME SIZE AS

WALL REINF.

EXTEND 24 BAR

DIAM. PAST

INTERSECTION OF

DIAGONAL BARS

TOP/FTG

HK BAR

BOT/FTG

2'

0"

2' - 0"

2'

6"

3' - 0"

1'

0"

1'

6"

1' - 6"

1'

2"

1'

2"

PIER 2 PLAN VIEW ALONG WALL

PIER 1 PLAN VIEW ALONG WALL PIER 1 PLAN VIEW

9" 9"

9" 9"

1' - 0"1' - 0"

1' - 6" 1' - 6"

1'

6"

WALL SEE

PLAN

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

WALL SEE

PLAN

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

2'

6"

3' - 0"

PIER 2 PLAN VIEW

1'

3" 1'

3"

BASE PLATE

SEE TYPICAL

DETAILS

#5 TIE

#5 TIE

NOTE: WALL REINFORCING

CONTINUES THROUGH PIERS

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL CONCRETE DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S303

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

3/4" = 1'-0"S303

1 GRADE BEAM PENETRATION DETAILS

3/4" = 1'-0"S303

2 FOUNDATION WALL DETAIL

1" = 1'-0"S303

3 WALL UTILITY PENETRATION

3/4" = 1'-0"S303

4 TYPICAL PIER PLAN DETAILS

1" PLATE

FUTURE

COLUMN

CONTINUE COLUMN

ABOVE ROOF

BEAM, SEE

PLAN

NOTES:

1. SEE 6,7/S501 FOR

ADDITIONAL CONNECTION

INFORMATION

M

IN

F.P.

F.P.

STEEL BEAM,

SEE PLAN

DOUBLE ANGLES

(5/16" THICKNESS MIN.)

C BEAML

NOTE:

QTY OF FASTENERS TO

BE

BASED ON THE BEAM

SIZE PER TABLE THIS

DETAIL

1.

BEAM SIZE

W12

W16 4

W14

W8, W10 2

58K

35K

40K

19K

S P

A C

E S

M A

X

3" MAX. ФRn

MIN.

# OF 3/4"

A325 BOLTS

HSS COLUMN,

SEE PLAN

BEAM SIZE # OF 3/4"

A325 BOLTS

W12

W16 4

W14

W8, W10 2

62K

43K

43K

24K

ФRn

GUSSET PLATE

(3/8" THICKNESS MIN.)

S P

A C

E S

M A

X

1/2" MAX

W21 6 96K

NOTE:

1. QTY OF FASTENERS TO

BE BASED ON THE BEAM

SIZE PER TABLE THIS

DETAIL

2. USE 5/16" PLATE @ W21

OR LARGER

CONTINUE COLUMN

ABOVE ROOF

FUTURE COLUMN

1" PLATE

IN

2-1/2" MAX

W18 5 81K

NOTE:

ANCHOR BOLT EMBEDMENT Ld TO 3"

ABOVE BOTTOM OF LOWEST FTG.

U.N.O.

(2) TACK WELDS

BOTTOM OF GROUT

HEAVY HEX NUT

HEAVY HEX NUT AND

WASHER (ADD LEVELING

NUT

AND WASHER AS REQ'D)

TOP OF CONCRETE

A S

R E

Q U

IR

E

D T

H R

E A

D P

R O

J E

C T

IO

N

E M

B E

D M

E N

T L d

A N

C H

O R

B O

L T

1-1/16" DIA. HOLE

COLUMN MEMBER

NOTE:

1. USE 3/4" DIA. ANCHOR

RODS AT THIS

LOCATION.

3/4" THICK BASE PLATE

FOR

TS5x5's AND SMALLER.

LC

CL

3"

-1

/2

1-1/2" 5/16

3/4"x8"x0'-8" P

HSS COLUMN,

SEE PLAN

3/8" STIFFENER

EACH SIDE, COORD

OPPOSITE SIDE WITH

BEAM CONNECTION AT

SIM CONDITION

BEAM,

SEE PLAN

3/16

1/4

3/4"x8"x0'-8" P

HSS TO MATCH

COLUMN SIZE

BELOW.

1/4

FUTURE COLUMN

L

1" PLATE

M

IN

1/4

F.P.

L

HSS DIAGONAL SLOT

TUBE FOR CONNECTION

TO GUSSET PLATE

COLUMN BASE PLATE

ERECTION BOLT (AT

CONTRACTOR'S

OPTION)

HSS

COLUMN

SEE PLAN

3/4" GUSSET PLATE

WORKING POINT

1/4 4" MIN

WELD

AFTER

ROOF

DEAD

LOAD IS

APPLIED

1/4 6" MIN

E M

B E

D M

E N

T S

E E

D E

T A

IL

S

S503

3/4" GUSSET PLATE

BEAM SEE PLAN

1/8" FLUSH END PLATE

SLOT TUBE FOR

CONNECTION

TO GUSSET PLATE

HSS BRACE SEE ELEVATION

WORKING POINT

3/8" STIFFENER

PLATE EA SIDE

3/16

1/4 5

TYP.

3/16

EXISTING

ROOF DECK

ROOF DECK,

SEE PLAN

EXISTING

CMU WALL

BEAM, SEE

PLAN

EXISTING W12

DEMO EXISTING CMU

PARAPET WALL AND

BRICK

1" MIN

EOD

7 1/4"

2@12 3/16

ROOF DECK,

SEE PLAN

(3/16) 2@12

3/16x5-1/4x0'-7 1/4"x

CONT. BENT PLATE

23 1

EXISTING W12

EXISTING

ROOF DECK

PIPE POST, SEE PLAN

BEAM, SEE PLAN

ROOF DECK, SEE PLAN

ROOF DECK, SEE PLAN

BEAM, SEE PLAN

EXISTING W16

BEAM, SEE PLAN

BEAM, SEE PLAN

EXISTING CMU WALL EXISTING WALL

DEMO EXISTING BRICK AND CMU PARAPET

T/EXT.STL = 10'-8" REF.

T/STL = SEE PLAN

1" MIN 1" MIN

PIPE POST,

SEE PLAN

S502

EXISTING COLUMN

EXISTING W12

EXISTING ROOF DECK

EXISTING W18

EXISTING W18

EXISTING PIPE COLUMN

EXISTING PIPE COLUMN

BEAM,

SEE PLAN

1" MIN

T/EXISTING STL = +11'-5 1/2" REF

T/EXISTING DECK = +12'-0"

E.O.D.

1' - 5 5/8"

3/16 2@12

BEAM SEE PLAN

SLOT TUBE FOR

CONNECTION

TO GUSSET PLATE

HSS BRACE SEE

BRACED FRAME

ELEVATIONS

WORKING POINT

3/8" STIFFENER

PLATE EA SIDE

1/4 6" MIN.

EA. SIDE

3/16

M A

X

M

IN

T

Y P

HSS BRACE

SEE BRACED

FRAME

ELEVATIONS

1/2" GUSSET

PLATE

ERECTION BOLT

C B

R A

C E

L

C B

R A

C E

L

ERECTION BOLT

1'-2" MIN. TYP.

1/4 12" MIN.

TYP.

SEE ELEVATION

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL STEEL DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S501

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

3/4" = 1'-0"S501

8 FUTURE COLUMN SPLICE DETAIL

3/4" = 1'-0"S501

7 TYPICAL BEAM TO BEAM CONNECTION DETAIL

3/4" = 1'-0"S501

6 BEAM TO HSS COLUMN DETAIL

3/4" = 1'-0"S501

1 TYPICAL ANCHOR BOLT

3/4" = 1'-0"S501

2 TYPICAL STEEL TUBE BASE PLATE

3/4" = 1'-0"S501

3 TYPICAL COLUMN DETAILAT CANTILEVERED BEAM

3/4" = 1'-0"S501

4 TYPICAL BRACE DETAIL AT BASE

3/4" = 1'-0"S501

5 TYPICAL BRACE DETAIL AT BEAM

3/4" = 1'-0"S501

10 SECTION AT SWITCHBOARD ROOM ROOF

3/4" = 1'-0"S501

11 ROOF SECTION AT SWITCHBOARD ROOM

3/4" = 1'-0"S501

12 SECTION AT CONNECTOR CORRIDOR

3/4" = 1'-0"S501

9 ECCENTRIC BRACE CONNECTION DETAIL

3/16"x4"x0'-5 1/4"BENT PL.x

CONT. LLV

3@12"

OPTIONAL

SHOP

WELD

b

LONGITUDINAL /

TRANSVERSE TIE

WITH SEISMIC

HOOK

WWR 6x6-W2.9xW2.9

NOTE:

FOR ADDITIONAL INFORMATION SEE

APPLICABLE FLOOR FRAMING PLAN

SECTIONS AND DETAILS.

C L E

A R

/4

M

IN

TIE, SEE PLAN

PERIPHERAL

6D ≥ 3" MIN.

#4 BARS

2'-8" LAP WWR TO

3'-3" MAX.

2'-8" MIN.

3/16"x4"x0'-5 1/4"BENT PL.x CONT. LLV

3@12"

OPTIONAL

SHOP

WELD

b

LONGITUDINAL / TRANSVERSE

TIE WITH SEISMIC HOOK

BEAM,

SEE PLAN

WWR 6x6-W2.9xW2.9

M

IN

C

L E

A R

/4

6D ≥ 3" MIN.

TIE, SEE PLAN

PERIPHERAL

2'8" MIN.

3'-3" MAX. #4 BARS

2' - 8"LAP WWR TO

NOTE:

FOR ADDITIONAL INFORMATION SEE

APPLICABLE FLOOR FRAMING PLAN

SECTIONS AND DETAILS.

PROVIDE SHEAR

STUDS AS

INDICATED ON

PLANS

C MIDSPAN OF BAY

COLD JOINT,

EXTEND REBAR

THRU JOINT

L

C BEAML C BEAML

T/SLAB

SEE PLAN

EQUAL EQUAL

ADD'L SHEAR

CONNECTORS

@ MAX. SPACING.

SEE NOTE 4

ADD'L SHEAR

CONNECTORS

@ MAX. SPACING.

SEE NOTE 4

CASE "A"

UNIFORM LOAD

CASE "B"

TWO POINT

LOAD

CASE "C"

THREE POINT

LOAD

CASE "D"

ONE POINT

LOAD

CASE "E"

CANTILEVER

3 ROWS2 ROWS1 ROW

1. (N) = SPECIFIED NUMBER OF SHEAR CONNECTORS, REFER TO

PLAN.

2. SHEAR CONNECTORS SHALL BE DISTRIBUTED ALONG THE LENGTH

OF THE BEAM AS SHOWN IN DETAIL UNLESS SHEAR CONNECTORS

ARE NOTED ON PLAN BETWEEN POINT OF INTERSECTING BEAM

SUPPORT.

3. SHEAR CONNECTORS SHALL BE 3/4" DIAMETER x 4" LONG (AFTER

WELDING)

4. MAXIMUM SPACING OF SHEAR CONNECTORS SHALL BE AS

FOLLOWS

a. BEAMS PERPENDICULAR TO DECK SPAN: 18"

b. BEAMS PARALLEL TO DECK SPAN: 18"

5. WHERE STEEL DECK CORRUGATIONS DO NOT ALLOW FOR AN

EVEN SPACING OF SHEAR CONNECTORS W/ ONE STUD IN EACH

FLUTE, ADDITIONAL STUDS IN A SECOND SHEAR CONNECTORS W/

ONE STUD IN EACH FLUTE, ADDITIONAL STUDS IN A SECOND ROW

(& THIRD ROW WHERE REQ'D) SHALL BE PLACED SUCH THAT THE

HIGHEST DENSITY OF SHEAR CONNECTORS OCCURS NEAR THE

BEAM SUPPORT.

6. WHERE THE SPECIFIED NUMBER OF SHEAR CONNECTORS IS LESS

THAN THE BEAM SPAN LENGTH DIVIDED BY THE MAXIMUM

SPACING (SEE NOTE 4), ADDITIONAL SHEAR CONNECTORS SHALL

BE PROVIDED SUCH THAT THE MAXIMUM SPACING IS NOT

EXCEEDED AT ANY LOCATION IN THE SPAN.

7. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF SHEAR

CONNECTORS FOR EACH BEAM ON A PLAN FOR ENGINEER'S

APPROVAL.

8. SHEAR CONNECTORS IN ONE ROW SHALL BE PLACED OVER THE

BEAM WEB.

N/4 N/4 N/4 N/4

N N/2 N/2

N/2 N/2

N

3"

1 1/2"1 1/2"

3" 3"

6"

BEAM

1" CL. OF

VENEER,

SEE ARCH

L4x4x1/4xCONT.

STONE CAP,

SEE ARCH

CFS METAL STUD,

SEE ARCH.

3/16

#10-16 SCREWS

C4x4.5@4'-0" O.C.

& 1'-6" MAX. FROM

ENDS OF WALL

3/16"x4"x0'-5 1/4"BENT PL.x

CONT. LLV

3/16

STEEL BEAM,

SEE PLAN

CFS METAL STUD,

SEE SCHEDULE ON

S102

NOTE:

FOR TIE REINFORCING

INFORMATION SEE TIE

REINFORCING SECTIONS AND

DETAILS THIS SHEET.

11' - 6 3/4"T/STL

S E

E A

R C

H

A

3/16

STEEL BEAM,

SEE PLAN

3/16" x 5 1/4" x 1'-0" x

CONT. BENT PLATE

W5

REF.

1'-6 3/8" REF.

7'-9 3/8"

NOTE:

FOR TIE REINFORCING

INFORMATION SEE TIE

REINFORCING SECTIONS AND

DETAILS THIS SHEET.

TIE REINFORCING, SEE TIE

PLACEMENT DETAILS AND

PLAN FOR EXACT

LOCATION

W.W.R., SEE 5/S502EXISTING

BUILDING

11' - 6 3/4"T/STL

E.O.D.

10 7/8"

A

LIGHT GAUGE

STUD, SEE ARCH

F

3/16

STEEL BEAM,

SEE PLAN

EXISTING

BUILDING

3/16"x5 1/4"x1'-0" BENT PLATE x CONT

W.W.R., SEE 5/S502

FACE OF

EXIST. BLDG.

11' - 6 3/4"T/STL

E.O.D.

10 1/2"

TIE REINFORCING, SEE

TIE DETAILS AND PLAN

FOR EXACT LOCATION

LIGHT GAUGE

STUD, SEE

ARCH

3/16

STEEL BEAM,

SEE PLAN STEEL BEAM,

SEE PLAN

3/16"x5 1/4"x1'-0" BENT PLATE x

CONT

3' - 11"

EXISTING

BUILDING

TIE REINFORCING, SEE TIE

PLACEMENT DETAILS AND

PLAN FOR EXACT

LOCATION

W.W.R., SEE 4/S502

FACE OD EXIST.

BUILDING

SUSPENDED CEILING,

SEE ARCH

CFS METAL STUD,

SEE ARCH

NOTE:

FOR TIE REINFORCING INFORMATION

SEE TIE REINFORICNG SECTIONS

AND DETAILS THIS SHEET.

10 1/2"

LIGHT GAUGE

STUD, SEE ARCH

EXISTING

W12

POST,

SEE PLAN

1/2"x6"x0'-6"

PLATE

1/2"x5"x0'-5"

PLATE

3/16x4"x5 1/4"

BENT PLATE

L4x4x1/4x4" LONG

EACH SIDE OF

BEAM

BEAM, SEE PLAN

3/16

1/4

(3/16)

3/16

(3/16)

NOTES:

1. FOR TOTAL PENETRATION DIAMETERS LESS THAN 5". FIELD VERIFY EXISTING CONDITTIONS PRIOR TO

ROOF/FLOOR PENETRATION INSTALLATION.

2. DO NOT DAMAGE EXISTING BEAMS DURING FLOOR PENETRATION INSTALLATION.

3. DO NOT CUT MORE THAN ONE VERTICAL WEB DURING FLOOR PENETRATION INSTALLATION. AVOID WEB

CUTS WHEREVER POSSIBLE.

4. REFER TO ARCHITECTURAL DRAWINGS FOR FIRESTOPPING DETAILS.

5. COORDINATE PIPING LOCATIONS WITH PLUMBING DRAWINGS

PIPING AND

INSULATION SEE

PLUMBING

COMPOSITE

ROOF/FLOOR

DECK

2'-0" MIN

COMPOSITE

ROOF/FLOOR

DECK

PIPING AND

INSULATION SEE

PLUMBING

ADJACENT

PENETRATION

ADJACENT

PENETRATION

M

IN

A A

PLAN VIEW

SECTION A-A

DECK SPAN

DIRECTION

M

IN

NEW/EXISTING

BEAM BELOW

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL STEEL DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S502

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

1 1/2" = 1'-0"S502

5 TIE REINFORCING AT EDGE BEAM - DECK PARALLEL TO BEAM

1 1/2" = 1'-0"S502

4 TIE REINFORCING AT EDGE BEAM - DECK PERPENDICULAR TO BEAM

3/4" = 1'-0"S502

2 TYP. SECTION THRU COMPOSITE SLAB

3/4" = 1'-0"S502

1 COMPOSITE SHEAR STUD TYP. DETAILS

3/4" = 1'-0"S502

3 SECTION AT WALL

3/4" = 1'-0"S502

6 SECTION AT ROOF

3/4" = 1'-0"S502

7 SECTION AT ROOF

3/4" = 1'-0"S502

8 SECTION AT ROOF

1 1/2" = 1'-0"S502

9 SECTION

1" = 1'-0"S502

10 TYPICAL FLOOR/ROOF PIPING PENETRATION DETAIL

OPENING

SEE PLAN

C8x11.5

TYP.

NOTE:

FIELD VERIFY ACTUAL OPENING WITH

FLOOR PENETRATIONS REQUIRED

NEW OR EXISTING

W-BEAM, SEE

PLAN

C8X11.5 TYP

C BEAMC BEAML L

3/16

TYP.

TYP.

3/16

TYP.

3/16

TYP.

A

A-A

A

FIELD VERIFY

5' - 4" MAX REF

S503 EXISTING

BEAM TYP

SEE PLAN

L6x4x5/16 LSV

TYP

(4) 3/8" DIA THROUGH BOLTS.

COORDINATE LOCATION

WITH GUY WIRE ANCHOR

PROVIDED

PLAN VIEW

NOTES:

1. COORDINATE GUY WIRE SUPPORT LOCATIONS WITH

MECHANICAL REQUIREMENTS AND EXISTING CONDITIONS

PRIOR TO FABRICATION.

2. D NOT DAMAGE EXISTING BEAMS DURING INSTALLATION.

3. DECK NOT SHOWN FOR CLARITY

TYP

M A

X

.0

LB

X L

O

AD

GUY WIRE BY

OTHERS

DESIGN BASIS: THALER

ARS-300-G (T2) INSTALL

PER MANUFACTURERS

RECOMMENDATIONS

SEE ARCH FOR

ADDITIONAL FLASHING

REQUIREMENTS

EXISTING

ROOF DECK

(4) 3/8" DIA THROUGH BOLTS.

COORDINATE LOCATION

WITH GUY WIRE ANCHOR

PROVIDED

EXISTING ROOF

INSULATION FIELD

VERIFY

L6x4x5/16 LSV

TYP

A

A

SECTION A-A

M

IN

M

IN

4" MIN.

R E

F

EXISTING

WIDE FLANGE

3/16

EXISTING

CONCRETE BEAM

(4) 1/2" x 2 3/4"

EMBED HILTI

KWIK BOLT TZ

ANCHORS

L4X4X1/4X1'-0" LONG

NOTES:

1. FIELD VERIFY EXISTING CONDITIONS

2. REPAIR FIRE PROOFING AS REQUIRED TO

MATCH EXISTING

2" 8" 8" 2"

/2

10" 10"

/2

CL

CL

1-5/16" DIA. HOLE

COLUMN MEMBER

NOTE:

1. USE 1" DIA. ANCHOR

RODS AT THIS

LOCATION.

3/4" THICK BASE PLATE

5/16

BRACE GUSSET TYP

COORDINATE LOCATIONS

WITH BRACING

ELEVATIONS

th re e in ch es o ne fo ot 6"

Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot

6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Numbers:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S , I N C .

TOLAND MIZELL STEEL DETAILS EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

S503

689-402

JUNE 7,2019 SLW DCA 113

1, 2, 3, 42

FINAL SUBMITTAL

3/4" = 1'-0"S503

1 ROOF OPENING FRAMING DETAILS 1" = 1'-0"S503

2 GUY WIRE SUPPORT DETAIL

1" = 1'-0"S503

MINIMUM CONNECTION REQUIREMENTS DETAIL

AT EXISTING WF TO EXISTING CONCRETE BEAM

1 1/2" = 1'-0"S503

4 BRACE COLUMN BASE PLATE DETAIL