ISF-DMM-S-MDL - Updated Pages 2022-03-03.pdf

3.1

4 5

D

4 53.1 4.1

10' - 4 7/16" 4' - 7 9/16"

1' - 6 9/16"

ROOF JOIST

ABOVE, TYP.

CANOPY TO BE DESIGNED,

FURNISHED, AND INSTALLED

BY THE CONTRACTOR.

CANOPY TO BE FRAMED INTO

& SUPPORTED BY EXTERIOR

CMU WALL

M A

X

15' - 0"

CMU WALL

D4

S-305

T/SLAB

0' - 0"

ROOF T/STL LOW

16' - 3"

T/PARAPET

20' - 0 3/8"

D

ROOF T/DECK

LOW

16' - 6"

E

12' - 6"

WALL FOOTING

ENTRANCE SLAB w/

THICKENED SLAB EDGE

/1

CMU WALL

S-305

D4

-7' - 0"

MAX

5' - 0"

CANOPY TO BE DESIGNED,

FURNISHED, AND INSTALLED BY

THE CONTRACTOR. CANOPY TO

BE FRAMED INTO & SUPPORTED

BY EXTERIOR CMU WALL

CMU WALL

D4

S-305

D

CMU WALL

ALUMINUM CANOPY

HANGER PIPE

ALUMINUM CANOPY

SUPPORT BEAM

EXTRUDED ALUMINUM

FASCIA (FRONT AND SIDES)

ARCHITECTURAL

WALL ASSEMBLY

NOTES:

1. CANOPY ANCHORAGE SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST DESIGN LOADS INDICATED

ON THE STRUCTURAL DRAWINGS AND SHALL BE SEATED THROUGH THE STRUCTURAL WYTHE.

2. ANCHOR PENETRATIONS SHALL BE SEALED WATERTIGHT.

3. SEE A7/S-503 FOR CMU REINFORCEMENT AT ANCHORAGE.

4. CANOPY TO BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR. CONTRACTOR TO COORDINATE ANCHORAGE DESIGN WITH MANUFACTURER. DESIGN SUBMITTED TO USACE DESIGN ENGINEER FOR REVIEW/APPROVAL PRIOR TO CONSTRUCTION TO ENSURE STRUCTURAL WALLS ARE ADEQUATE.

HANGER PIPE MAX FACTORED REACTIONS (LRFD):

VERTICAL - 1 KIP

HORIZONTAL (OUT OF PLANE) - 1.5 KIP

MAX FACTORED REACTIONS (LRFD):

VERTICAL - 1 KIP

HORIZONTAL (OUT OF PLANE) - 1.5 KIP

1 2

MAX

5' - 0"

D4

S-305

CANOPY TO BE DESIGNED,

FURNISHED, AND INSTALLED

BY THE CONTRACTOR.

CANOPY BY OTHERS TO BE

FRAMED INTO & SUPPORTED

BY EXTERIOR CMU WALL

US Army Corps of Engineers ®

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P ro je c t N u m b e r:

3/8" = 1'-0" A1

CANOPY PLAN -TYPE 2

1/4" = 1'-0" D1

SECTION CL 3.1

3/8" = 1'-0" A5

CANOPY PLAN - TYPE 3

N.T.S.

D4

CANOPY SECTION TYP DETAIL

3/8" = 1'-0"

D7

CANOPY PLAN - TYPE 1

CMU VERTICAL REINFORCEMENT

GROUTED SOLID

MORTAR

NOTES:

1. CMU WALLS SHALL BE 8" CMU WITH VERTICAL REINFORCEMENT AS PER TABLE ABOVE.

2. MAXIMUM SPACING FOR VERTICAL REINFORCEMENT SHALL BE 24" WITH VERTICAL REINFORCEMENT ALSO REQUIRED AT EACH SIDE OF OPENINGS AND AT ALL WALL CORNERS. REFER TO DETAIL C5/S-503.

3. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AT FLOOR AND ROOF LEVELS AND AT TOPS OF

WALLS, AND BE PROVIDED AT 48" MAXIMUM SPACING IN BETWEEN.

4. PARAPET WALLS TO BE FULLY GROUTED AND HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS

IN BOND BEAMS ALONG TOP OF PARAPET.

5. LINTELS SHALL BE PROVIDED ACROSS THE TOP OF ALL OPENINGS REINFORCED WITH A #6 BAR AND

GROUTED SOLID. REFER TO DETAIL E4/S-503.

6. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AT 16" MAXIMUM SPACING AT CONTROL JOINTS.

7. CONTROL JOINTS SHALL BE CONTINUOUS AND VERTICAL, AND SHALL OCCUR AT 18 FOOT MAXIMUM

SPACING.

8. CONTROL JOINTS SHALL NOT BE LOCATED AT OPENINGS.

CMU WALL VERTICAL REINFORCEMENT

SIZE AND SPACING

EXTERIOR CMU WALLS #6 @ 24" MAX

INTERIOR CMU SHEAR WALLS #6 @ 24" MAX

INTERIOR WALLS (NON LOAD BEARING) #6 @ 24" MAX

SPACING OF

GROUTED CELLS

24" MAX W/ VERT. REINF.

24" MAX W/ VERT. REINF.

24" MAX W/ VERT. REINF.

VERTICAL REINFORCEMENT SPACING VERTICAL REINFORCEMENT SPACING

GROUTED AS PER

TABLE ABOVE

PARAPET WALL #6 @ 24" MAX FULLY GROUTED

EXTERIOR CMU WALLS AT CANOPY

(AS NOTED IN PLANS) #6 @ 8" MAX FULLY GROUTED

TYPICAL CMU BOND BEAM

/8

0' - 7 5/8"

LINTEL REINFORCEMENT

# 6 CONT.

L = 5 FT MAX

H

8" MIN. BOND BEAM BEARING

8" MIN. BOND BEAM BEARING

NOTES:

1. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AT FLOOR AND ROOF LEVELS AND AT TOPS OF WALLS, AND BE PROVIDED AT 48" MAXIMUM SPACING IN BETWEEN WITHIN BOND BEAMS.

2. LINTELS ACROSS THE TOP OF OPENINGS SHALL BE REINFORCED WITH A # 6 BAR A GROUTED SOLID.

3. OPENINGS IN THE CMU WALLS GREATER THAN 5 FEET SHALL RECEIVE STEEL LINTELS.

GROUTED SOLID

CMU LINTEL

NOTES:

1. USE ONE CORNER BAR FOR EACH LAYER OF REINFORCING.

2. CORNER BARS SHALL MATCH HORIZONTAL STEEL IN SIZE AND SPACING.

CMU VERTICAL

REINFORCEMENT

GROUTED SOLID

HORIZONTAL

REINFORCEMENT

CORNER BAR

DOWELS INTO FOUNDATION TO

MATCH VERTICAL BARS IN SIZE &

LOCATION

TOP OF WALL

BOTTOM OF WALL

OPENING

OPENING TWO (2) FULL HEIGHT VERTICAL

BARS ON EACH SIDE OF OPENING, TYP.

HORIZONTAL BARS AT TOP

& BOTTOM OF WALLS, FLOOR

LEVELS, AND 48" MAX IN

BETWEEN WITHIN BOND BEAMS

VERTICAL BARS AS PER

"CMU WALLS" DETAIL BASED

ON AREA OF BUILDING

HOOK IF MIN LENGTH NOT AVAILABLE

2' - 0" MIN TYP.

REINFORCE & GROUT

LAST TWO CELLS ON

BOTH SIDES OF JOINT

CONTINUOUS FORMED RUBBER

CONTROL JOINT

0' - 0 3/8" TYP.

NOTE: VERTICAL REINFORCEMENT AS PER "CMU

WALLS" DETAIL, BASED ON AREA OF BUIDLING.

REINFORCE & GROUT

LAST TWO CELLS

1/2" STEEL SUPPORT

PLATE

ANGLE STEEL LINTEL

SEE TABLE

CONCRETE MASONRY UNIT

8"X8"X16"

CONCRETE MASONRY UNIT

8"X8"X16"

SEE CMU WALL DETAILS FOR

WALL REINFORCEMENT

REQUIREMENTS

STEEL LINTEL BEARING

ON CMU WALL

ANGLE STEEL LINTEL

AS PER TABLE

SEE ARCH DWGS FOR SIZES AND LOCATIONS

OPENING IN CMU WALLS

MIN.

0' - 8"

MIN.

0' - 8"

SECTION VIEW

LINTEL DESIGN TABLE

OPENING SIZE LINTEL SIZE

LESS THAN 7' - 0" L 8 x 6 x 1/2 (LLH)

LESS THAN 10' - 0" L 8 x 8 x 5/8

NOTE: STEEL LINTELS SHALL BE USED

AT ALL EXTERIOR CMU OPENINGS WITH

CORRESPONDING OPENING SIZE.

L8x8x5/8 LINTEL MIN

CMU BOND BEAM @

OPENINGS IN CMU WALLS

BRICK LINTEL @ OPENINGS IN CMU WALLS BRICK LINTEL @ STEEL LINTEL OPENINGS

1/2" DIA ANCHOR EMBED 5"

MIN INTO GROUTED CELL

@ 12" O.C. FOR ENTIRE

LENGTH OF LINTEL. ANCHOR TO

RESIST 750 LBS OF SHEAR AND

1500 LBS OF TENSION, SERVICE

LEVEL LOADING

1/2" THICK HIGH STRENGTH

STRUCT. THERMAL BREAK PAD

AS PER ARCH DWGS. 1/2" THICK HIGH STRENGTH STRUCT.

THERMAL BREAK PAD AS PER ARCH DWGS.

ARCH WALL ASSEMBLY

0' - 8 5/8"

ARCH WALL ASSEMBLY

0' - 8 5/8"

1/2" DIA ANCHOR EMBED 5"

MIN INTO GROUTED CELL

@ 12" O.C. FOR ENTIRE

LENGTH OF LINTEL. ANCHOR TO

RESIST 750 LBS OF SHEAR AND

1500 LBS OF TENSION, SERVICE

LEVEL LOADING

SEE DETAIL 3/S-502 FOR

LINTEL ANGLE SIZE

CMU @ OPENINGS IN

CMU WALLS

NOTE: PROVIDE CORROSIVE PROTECTION TO EXPOSED STEEL PER GENERAL NOTES.

L8x8x5/8

LINTEL MIN

METAL ROOF

DECK

(2) L6X4X3/8 (LLV)

CLIPS, TYP.

1" CLEAR DISTANCE BETWEEN TOP OF

WALL AND UNDERSIDE OF ROOF DECK.

INSTALL FIRE-PROOFING AS REQUIRED

CMU NON-

BEARING WALL

C3X6 SPANNING BETWEEN JOIST

TOP CHORDS, WEB FACING

UNDERSIDE OF ROOF DECK.

CMU ADDITIONAL #6 BAR VERTICAL

REINFORCEMENT GROUTED SOLID AT

CANOPY SUPPORTS, FULL HEIGHT OF WALL

ANCHORAGE DESIGN COORDINATED WITH

MANUFACTURER REQUIREMENTS. MIN (2)

ANCHORS PER ANCHORAGE PLATE.

BRICK EXTERIOR

FACADE

8" CMU WALL

PARAPET WALL ABOVE, FULLY

GROUTED

BOND BEAM WITH

REINFORCEMENT BARS

VERTICAL REINFORCEMENT

IN GROUTED CELLS

ROOF METAL DECK

BEARING ON ANGLE

L6X6X1/2 A36 CONTINUOUS ANGLE, 1/2" DIA

ANCHORS SPACED 16" MAX, 3" FROM BOTTOM

EDGE OF VERTICAL LEG. ANCHORS SHALL

SUPPORT THE FOLLOWING SERVICE LEVEL

LOADS: SHEAR - 600 LBS, TENSION - 900 LBS

BOND BREAKER

US Army Corps of Engineers ®

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P ro je c t N u m b e r:

NTS

E1

CMU WALLS

NTS

E4

TYPICAL CMU BOND BEAM DETAIL

NTS

C5

TYPICAL CMU WALL CORNER DETAIL

1/4" = 1'-0"

C7

TYPICAL CMU WALL REINFORCEMENT

NTS

B1

TYPICAL CMU CONTROL JOINT DETAIL

NTS

A1

TYPICAL END OF CMU WALL DETAIL

NTS

E7

STEEL ANGLE LINTEL SUPPORTS

1 1/2" = 1'-0" C1

BRICK VENEER SUPPORT LINTELS

N.T.S.

A5

NON BEARING CMU WALL TO ROOF

DECK

1 1/2" = 1'-0" A7

CANOPY ANCHORAGE REINFORCEMENT DETAIL

N.T.S.

A3

METAL DECK TO CMU WALL

CONNECTION