Typical elevation, details, schedule; ink on vellum

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Material Information

Title:
Typical elevation, details, schedule; ink on vellum
Series Title:
O'Connor House (William N. Morgan, FAIA)
Physical Description:
Mixed Material
Language:
English
Creator:
Morgan, William
Donor:
Morgan, William ( donor )
Publication Date:

Subjects

Spatial Coverage:
North America -- United States of America -- Florida -- Duval -- Jacksonville

Record Information

Source Institution:
University of Florida
Rights Management:
All applicable rights reserved by the source institution and holding location.
System ID:
AA00020133:00006

Full Text




















a
w
0
3:
w
(If
LU
V)

j FINISH FLOOR

- TOP OF FOOTING


VERTICAL CONTROL
JOINT AT LINTEL
(VCJ/L)

-- CONT BOND BEAM
WITH 1#5 CONT


VERTICAL BAR POSITIONERS LOCATE AT
TOP OF FIRST COURSE, ONE COURSE
BELOW TOP OF WALL, AND AT 192 BAR
DIAMETERS WHEN USING HIGH ULIFT GROUTING


TONGUE AND GROOVE


HORIZ. JOINT REINF
NOTE:
1. MAXIMUM SPACING OF CONTROL JOINTS SHALL
NOT EXCEED 30'-0".
2. SUBMIT CONTROL JOINT PLAN TO ARCH. FOR REVIEW.


TYPICAL


MASONRY


GROUT


SINGLY REINF


DOUBLY REINF


VERTICAL


FqR OPENING GREATER THAN
WALL OPENING WITHOUT VCJ 4-0 CONTINUE VERTICAL
REINF AT SPECIFIED SPACING
BENEATH OPENING.


48 BAR DIAMETER
LAP (MIN)
PROVIDE CLEANOUT AND
INSPECTION HOLES AT
BOTTOM OF MASONRY WALL
AT REINFORCING FOR HIGH
LIFT GROUTING


WALL OPENING WITH VCJ (VCJ/L)


CONTROL JOINT DETAIL
NOT TO SCALE s7


TYPICAL VERTICAL REINFORCEMENT DE


SCALE: 11" = 1'-0"


METAL ANCHOR


TYPICAL


MASONRY


WALL REINF ELEVATION


NOT TO SCALE

NOTES:
1. SEE PLAN AND SCHEDULE FOR REINFORCING REQUIRED
2. PROVIDE CMU JOINT REINF AT 16"OC (NOT SHOWN FOR CLARITY)
3. SEE SPECIFICATIONS AND GENERAL NOTES FOR HIGH LIFT GROUTING REQUIREMENTS.


(^N


BOND AND INTERLOCK EACH
COURSE OF EACH WYTHE AT
CORNERS AND INTERSECTIONS


1/4"


METAL LATH UNDER CORES
TO BE FILLED W/ CONCRETE
OR MORTAR
ELASTIC JOINT SEALANT


INTERSECTING
WALL


-PROVIDE 2-#5 VERT MINIMUM
OR AS NOTED ON PLAN EACH
SIDE OF OPENING, BARS TO
EXTEND FULL HEIGHT OF
STORY IN WHICH OPENING
OCCURS. GROUT CELL SOLID.7


MASONRY OPENING
SEE ARCH DWGS FOR
LOCATIONS & DIMENSIONS


CALKING


COVER EACH SIDE OF
JOINT WITH A STRIP
OF MEMBRANE WATER-
PROOFING TO PREVENT
SEEPAGE THROUGH JOINT.





BOND BEAM -
COURSES


FILL CELL W/
CONCRETE GROUT


GREASE PORTION OF BARS
EXTENDING ACROSS JOINT
AND PROVIDE CAP OR SLEEVE
ON END TO PERMIT MOVEMENT.


HORIZ. BOND
BEAM REINF -


PLAN VIEW


FILL CELL W/
CONCRETE GROUT


NOTES:


METAL ANCHORS 32" OC VERT
RAKE MORTAR 3/4" DEEP
AT CONTROL JOINT


ALTERNATE MASONRY WALL


#5 CORNER BARS
_J24
24


INTERSECTION AND


CORNER


DETAIL


1. TYP AT ENDS, INTERSECTIONS AND CC
WALLS AND SIDES OF ALL OPENINGS.
2. GROUT ONLY THOSE CELL CONTAINING
VERT REINF UNO
3. PROVIDE 48 BAR DIAMETER LAP FOR
VERT BARS. TYP AT ALL FLOORS.
4. PROVIDE LADDER TYPE PREFABRICATED
TEE SECTIONS OF STEEL REINFORCING
BE LAPPED 24" MINIMUM WITH HORIZ


TYPICAL


NOT TO SCALE


INTERSECTION AND


MASONRY WALl


CORNER


D


E


STANDARD
COURSE -


TYPICAL JAMB REINF FOR


OPENING IN


EXTERIOR


MASONRY


TYPICAL


MASONRY


TYPICAL CONCRETE


/MASONRY


MASONRY WALL DETAIL


EXPANSION


JOINT DETAIL


BOND BEAM


CORNER


NOT TO SCALE


KS7J


NOT TO SCALE


n. .I,1 I





SECTION El


H '*




WIDTH


SPAN


ELEVATION


SECTION


-PROVIDE 180
HOOK
UNTEL OR BOND
BEAM UNIT


K c.,J .
04

WIDTH

SECTION


TYPICAL


SPAN ___

ELEVATION N
SEND
SEE NOTES BEARING


PRECAST


CLR
-PROVIDE 180O
HOOK


LINTEL


STD. 8"X8"X16" UNIT


UNTEL OR BOND
BEAM UNIT
-PROVIDE 180
HOOK


SEE NOTES


MASONRY VENEER
SEE ARCH. DWGS-


STEEL ULINTEL
SEE SCHEDULE-


-3000 PSI GROUT

"-MASONRY UNITS
STEEL LINTEL


TYPICAL MASONRY LINTEL


2"


DETAIL


(^N\


NON-LOAD BEARING LINTEL SCHEDULE
WALL DIMENSION AND REINFORCING FOR EACH 4" OF WALL
WALL DIMENSION AND REINFORCINGTHICKNESS OR BRICK
OPENING = "L" LINTEL MASONRY BLOCK WIDTHS LINTEL PRECAST CONCRETE WIDTHS
(FT) DEPTH 8" WALL 10" WALL 12" WALL DEPTH 8" WALL 10" WALL 12" WALL STEEL
O'-O" < L_< 4'-8" 7 5/8" 2-#4 2-#4 2-#4 8" 2-#4 2-#4 2-#4 L3 1/2 X 3 1/2 X 1/4
4'-8" < L_< 6'-0" 7 5/8" 2-#4 2-#5 2-#5 a" 2-#4 2-#4 2-#4 L4 X 3 1/2 X 1/4 LLV
6'-0" < L_< 7'-4" 15 5/8" 2-#4 2-#4 2-#4 8" 2-#4 2-#5 2-#5 L5 X 3 1/2 X 1/4 LLV
7'-4" < L_< 8'-8" 15 5/8" 2-#4 2-#4 2-#5 a" 2-#5 2-#5 2-#5 L6 X 3 1/2 X 5/16 LLV
8'-8" < L_< 10'-O0 15 5/8" 2-#5 2-#5 2-#6 8" 2-#5 2-#5 2-#1 6 L6 X 3 1/2 X 3/8 LLV

NOTES: 1. DO NOT USE THIS SCHEDULE IF CONCENTRATED LOADS ARE APPLIED
2. PROVIDE 8" BEARING AT EACH END (MIN) FOR 7 5/8" DEPTH, 16" FOR 15 5/8" DEPTH
3. ALL EXTERIOR LINTEL ANGLES SHALL BE HOT DIP GALVANIZED.
4. fm FOR MASONRY CONSTRUCTION SHALL BE 1350 psi MIN.
5. f'c FOR PRECAST CONCRETE SHALL BE 4000 psi MIN.
6. MASONRY UNTEL REINFORCING SHALL BE PLACED AS SHOWN.
7. PRECAST CONCRETE LINTEL REINFORCING SHALL BE PLACED AS SHOWN.
8. ALL WIDTHS ARE NOMINAL DIMENSIONS.


I



7


i I


S7 I


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TYPICAL STEEL LINTELS