Details; ink on vellum

MISSING IMAGE

Material Information

Title:
Details; 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:
AA00020133:00005

Full Text





I" UNO


2-#4 CONT


COMPACTED FILL-- 7 I- -

^ __ __ 5-0" ___

INDICATED BY CJ








COMPACTED FILL
3/4" DIA X1'-3" PLAIN STEEL
DOWELS GREASED AT ONE END, 16"
OC FOR D<5" AND 12" OC FOR
D>5"


COMPACTED FILL


JON PLA


-CONCRETE SLAB
SEE PLAN


VAPOR BARRIER


AT INTERIOR SLAB

i" UNO


CONCRETE SLAB
SEE PLAN--i


D
S6


SLAB


-CONTRACTION JOINT
(SAW-CUT, FORMED OR TOOLED)


3/8"


VAPOR BARRIER


[-MASONRY WALL OR
CONCRETE WALL/COLUMN
1 --EJ SEALANT


COMPACTED
FILL ___/
VAPOR BARRIER-L /
AT WALL/COLUMN


TYPICAL


\VAPOR BARRIER
_- COMPACTED FILL



CONTRACTION JOINT DET/


SEALANT





BACKING ROD-


GALV. METAL FORM
CONT. SHEAR KEY-.


CONSTRUCTION,
CONTRACTiON OR
EXPANSION JOINT.


POUR FLUSH IN
AREAS TO RECEIVE
FLOOR COVERING


C-4


2" i


DETAIL


NOTES: 56
1. INDICATED BY CJ ON PLAN
2. SAW-CUT TO BE MADE WITHIN 8 HOURS OF CONCRETE PLACEMENT.
3. USE FORMED OR TOOLED JOINTS FOR ALL EXPOSED SLABS
OR AS REQUIRED BY ARCH.
4. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL
BUILDING CODES.


CONSTRUCTION JOINT DETAILS


NOTES:
1. INDICATED BY CJ ON PLAN
2. SLAB REINF SHALL BE CHAIRED






2-#4 CONT-
FINISH GRADE OR
CONC. SLAB SEE
ARCH. AND CIVIL

2
oa A1
0 Z ;;7


AS REQUIRED BY LOCAL BUILDING CODES.


TYPICAL EXPANSION JOINT DETAILS


(^N\


NOTES: S6)
1. INDICATED BY EJ ON PLAN.
2. TYPICAL AT ALL MASONRY WALLS, CONCRETE WALLS AND COLUMNS UNO.
3. SLAB REINF. SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES.


-SLAB RECESS
SEE ARCH.


COMPACTED
FILL


FINISH FLOOR
SEE PLAN


CONCRETE
SEE PLAN-


BARRIER


VAPOR BARRIER


REINF. BARS SAME SIZE AND
NUMBER AS LONGITUDINAL BARS.


PROVIDE ANCHOR BOLTS,
LEVELING CHANNELS, ETC
AS REQUIRED BY EQUIPMENT
FURNISHED


TYPICAL
NOTES:
1. SLAB REINF.


SLAB RECESS


DETAIL


SHALL BE CHAIRED AS REQUIRED BY LOCAL


BUILDING CODES.


TYPICAL


STEPPED


FOOTING


FOOT1NG 3ow
PLAN mow




-TIES, SEE SCHEDULE
- LONGITUDINAL BARS
SEE SCHEDULE


DETAIL


H


SCALE: J" = 1'-0"


COMPACTED FILL-/


WHICH EVER
GOVERNS


TYPICAL TURNDOWN


NOTES:
1. INDICATED BY TD ON PLAN.
2. SLAB REINF. SHALL BE CHAIRED AS


(rE\


SLAB


- I


REQUIRED BY LOCAL BUILDING CODES.


TYPICAL


SCALE: J" = 1-0"


EQUIPMENT


PAD DETAIL


CONCRETE SLAB
SEE PLAN


TOP OF FOOTING
EL SEE PLAN


STEEL OR PVC SLEEVE WITH
MINIMUM 2" CLEARANCE AROUND
PIPE.


PIPE


STEEL OR PVC SLEEVE WITH
MINIMUM 2" CLEARANCE AROUND
PIPE.
REINF BARS SAME SIZE
AND NUMBER AS BOTTOM
LONGITUDINAL BARS IN
CONT FOOTING.
T,-kOP OF FOOING
EL SEE PLAN


tJ
1


CONCRETE BEAM OR FOOTING
SEE PLAN








CORNER BARS TO MATCH
SIZE, QUANTITY AND SPACING
OF BEAM OR FOOTING REINFORCING
(PROVIDE CLASS "B" TENSION LAP)


7-CONCRETE
SSEE PLAN


BEAM OR FOOTING


CORNER BARS TO MATCH
SIZE, QUANTITY AND SPACING
OF BEAM OR FOOTING REINFC
(PROVIDE CLASS "B" TENSION


TYPICAL CONCRETE BEAM AND


FOOTING


INTERSECTION


REINF DET


F


NOT TO SCALE


TYPICAL
FOOTING
NOT TO SCALE


CONCRETE


CORNER


BEAM AND


REINF DETAIL


([N\


TYPICAL PIPE INTERSECT WITH FOOTING DETAIL


(7i>


ALTERNATE PIPE


INTERSECT


WITH FOOTING DETAIL


NOT TO SCALE K S6 }


NOT TO SCALE KS6


TYPICAL


ALTERNATE


PIPE


C


S6


t'RN\


I


A I L KC-


, \


A