Structural_Addendum01.pdf

ELEVATION

SECTION

1'-0"

1/2"Ø THRU BOLT

AT 24" OC

CONT L6x3x1/4 (LLV) EACH

SIDE). GROUT AS

NECESSARY FOR SNUG FIT

1/2"Ø THRU BOLT

AT 24" OC

CONT L6x3x1/4 (LLV) EACH

SIDE). GROUT AS

NECESSARY FOR SNUG FIT

(E) CMU WALL

NOTES:

1. SAW CUT ONE FACE OF WALL

AND INSTALL ANGLE.

2. SAW CUT OPPOSITE FACE

AND INSTALL SECOND ANGLE.

3. INSTALL THRU BOLTS IN

SOLID GROUTED CELL.

4. SAW CUT REMAINING EDGES

AND REMOVE MASONRY.

5. 4'-0" MAX OPENING WIDTH.

(E) CMU WALL

NEW COURSE OF

CMU 2L3x3x5/16

NOTE:

1. (E) WALL TO BE SHORED AS REQUIRED FOR

INSTALLATION OF NEW LINTEL.

2. 4'-0" MAX OPENING WIDTH.

EL (SEE ARCH)

T.O. OPENING

1/4 3-12

1/4 3-12

ARCH

SEE

CMU WALL REINFORCING SCHEDULE

8"

REMARKS

SINGLE MAT

NOTES:

1. THE ABOVE SCHED SHALL BE MIN REINF FOR ALL BUILDING CMU WALLS.

2. SINGLE MAT REINF SHALL BE IN THE CENTER OF WALL, UON.

3. PLACE HORIZ BAR IN BOND BEAM UNIT, TYP.

4. LOCATE FIRST LAYER OF HORIZ BARS AT 8" MAX FROM BASE OF WALLS AND

FROM TOP AND BOTTOM OF WALL OPENINGS.

5. ALL EXTERIOR WALLS TO BE GROUTED SOLID.

6. PROVIDE 24" LAP SPLICE FOR #5 BARS AND 16" LAP SPLICE FOR #4 BARS.

MAXIMUM

HEIGHT

BAR SIZE AND SPACING EACH MAT

#5 @ 24" OC15'-6"

WALL

THICKNESS VERTICAL

HORIZONTAL

(SEE NOTE 4)

#4 @ 24" OC

OPEN END BLOCK

BREAK SHELL FOR

FLOW OF GROUT, TYP

INTERSECTION

BARS SHALL MATCH

HORIZ WALL OR

BOND BEAM REINF

(1) #5 VERT BAR

(1) #5 VERT BAR

S E

E S

C H

E D

T

Y P

L A

P S

P L

IC

E

NOTES:

1. TYPICAL VERTICAL REINFORCING AND GROUT NOT

SHOWN FOR CLARITY.

2. DETAIL ASSUMES CORNER IS CONSTRUCTED IN

RUNNING BOND WITH UNITS INTERLOCKED.

BEND CORNER

BARS AROUND

VERT REINF

DETAIL IS REQD WHERE

INDICATED HEAD JOINT

IS CONT FULL HEIGHT.

WHERE ALTERNATE

JOINT LOCATION OCCUR,

SEE TYPICAL CORNER

REINF DETAIL

SLAB ON STEEL

DECK SEE PLAN

BOND BEAM

WITH (2) #5 CONT

PL1/4"x7" x CONT WITH 1/2"Ø x 4" HSA @ 16" OC

NOTE:

1. CONTRACTOR TO COORDINATE ACCESS HOLE FOR

GROUT POUR WITH ENGINEER.

SLAB ON STEEL DECK - SEE PLAN

STEEL BEAM - SEE PLAN

PL3/8"x7" x (bf + 1") WITH (2) 1/2"Ø x 4" HSA

BOND BEAM WITH

(2) #5 CONT

CMU WALL

SEE PLAN

(2) 3/4"Ø NELSON CJL REDUCED-

BASE THREADED STUD ANCHORS.

PROVIDE LSL HOLES IN BEAM

FLANGE PARALLEL TO WEB

INFILL BEAM POCKET

AFTER BEAM IS INSTALLED

IN SHADED AREA, FILL ALL CORES IN

WALL WITH GROUT.

MIN AT CORNER CONDITION: 1'-4",

EACH WAY

U

O N

B O

N D

B E

A M

1'-4" MIN1'-4" MIN

SECTION A

A

3/16

CONT L4x4x5/16

BOND BEAM W/

(2) #5, EXTEND 2'

BEYOND BEAM

POCKET

SLAB ON STEEL DECK

SEE PLAN

L5x5x3/8 x CONT WITH

5/8"Ø HILTI KWIK BOLT TZ

ANCHORS @ 24" OC WITH

4" MIN EMBED

BOND BEAM

WITH (2) #5 CONT

EL (SEE PLAN)

T.O. SLAB

CMU WALL

SEE PLAN

HSA @ 12" OC, TYP

CMU WALL, SEE PLAN

AND SCHEDULE

L6x3 1/2x5/16 (LLV) x CONT W/

5/8"Ø HILTI KWIK BOLT TZ

@ 24" OC MAX INTO DECK

FLUTES WITH 3 3/4" EMBED

EACH SIDE OF WALL.

GROUT SOLID

TYP

1 3/4"

TYP

1 3/4"

5/8"Ø HILTI KWIK BOLT TZ

ANCHORS @ 24" OC W/ 4"

MIN EMBED STAGGER ON

OPPOSITE SIDES OF WALL

(E) SLAB ON STEEL

DECK - SEE PLAN

(E) CMU WALL

SEE PLAN

STEEL BEAM

SEE PLAN

SEE TYP SHEAR

CONNECTION

DETAILS 3/S500

/2

/2

1 1/2" 9"

1 1/2"

(6) 3/4"Ø x 5" HILTI

KWIK BOLT 3

CL OF PLATE &

BEAM

SECTION A

PL3/4"

A

ANCHORS TO BE

INSTALLED IN

SOLID GROUTED

CELLS, VIF

3/16

CONT L4x4x5/16

SLAB ON STEEL

DECK - SEE PLAN

SECTION A

T Y

P

TYP

8"

M A

X

O

C

TYP

2'-0"

2'-0" OC MAX

TYP

#5 DOWEL AND EPOXY

TO (E) CMU W/ HILTI

HY-200, 8" EMBED

(E) 8" CMU WALL

CMU INFILL TO MATCH

EXISTING MATERIAL &

LAYOUT. CUT UNITS AS

REQUIRED & GROUT

SOLID

A

E Q

E Q

CMU WALL

SEE PLAN

(E) CONC BEAM/GRADE

BEAM - SEE PLAN

AT SIM: NEW SLAB

ON GRADE PER

PLAN. SEE 5/S300

EL (SEE PLAN)

T.O. (E) CONC

DOWEL AND EPOXY TO (E) CONC

W/ HILTI HY-200, 5" EMBED.

DOWEL SPACING TO MATCH CMU

VERTICAL BARS, SEE SCHEDULE.

(VIF)

1'-0"

CMU WALL

SEE PLAN

(E) CONC

SEE PLAN

DOWEL AND EPOXY TO (E) CONC

W/ HILTI HY-200, 5" EMBED.

DOWEL SPACING TO MATCH CMU

VERTICAL BARS, SEE SCHEDULE.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

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CONSULTANT:

Compass Consulting Group 3401 enterprise Parkway Suite 301 Beachwood, OH 44122 619-925-1647

PROFESSIONAL SEAL:

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ARCHITECT:

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SUITE 350

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443-388-7351

CONSULTANT:

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12/11/2023

672-21-700

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MASONRY DETAILS

S400

-2

-7

S

/2

/2

.p d f

1" = 1'-0"

EXPOSED LINTEL AT EXISTING WALL

1 3/4" = 1'-0"

CONCEALED LINTEL

AT EXISTING WALL

2 12" = 1'-0"

CMU WALL

REINFORCING SCHEDULE

3 3/4" = 1'-0"

CMU WALL

INTERSECTION DETAIL

3/4" = 1'-0"

ROOF DECK

BEARING AT CMU WALL

5 3/4" = 1'-0"

TYPICAL BEAM BEARING ON CMU

6 3/4" = 1'-0"

SLAB ON DECK

BEARING AT CMU WALL

7 3/4" = 1'-0"

CMU WALL BRACING TO DECK/SLAB

3/4" = 1'-0"

BEAM CONNECTION AT (E) CMU

9 3/4" = 1'-0"

CMU INFILL ELEVATION

10 3/4" = 1'-0"

CMU BEARING ON

(E) CONCRETE DETAIL

11 3/4" = 1'-0"

CMU BELOW (E)

CONCRETE DETAIL

1 ADDENDUM 01 06/11/2024