14-1082-001INSTALL NEW 1/4 11x10 "x13' -7"
STEEL PLATE W/ 1/2"x4" EXP
BOLTS @ 16" C/C STAGGERED
ON BEAM OVER OPENING
GYPSUM BOARD
1/4 it 0 ULTRACON W/
1 1/4" MIN. EMBED INTO
EXIST MASONRY OR CONC.
SEE PRODUCT APPROVAL
FOR SPACING
1 x P.T. WD BUCK
SET IN SEALANT
SEALANT
PLATE GLASS
HEAD D ETA I L
SCALE: 3" = 1'-0"
n
u
A
M
4 I {-- STLCCO FINISH
EXIT CONC BEAM
SEALANT
ALIM WIND
EX•RUSION
STUCCO FINISH
1/4 )1 0 JIULTRACON W/
1 1/4 MIN. EMBED INTO
NEW CONC COLUMN
SEE PRODUCT APPROVAL
FOR SPACING
1 x P.T. WD BUCK
SET IN SEALANT
DEMO ELEVATION
SCALE: 1/4" =1' -0"
REMOVE EXIST DOOR,
WINDOWS, AND WALL
FROM FLOOR TO BOTT
OF EXIST TIE BEAM
u
INSTALL NEW 8 "x8" CONC COL
W/ 2 #5's VERT DRILL & EPDXY
6" INTO BEAM & FOUNDATION
11
J
GYPSUM BOARD
JAMB DETAIL
SCALE: 3" = 1'-0"
DEMO PLAN
SCALE: 1/4" =1' -0"
SEALANT
PLATE GLASS
ALUM WIND
EXTRUSION
SEALANT
i L zk�mv! 1!
•
NEW STUCCO FINISH
TO MATCH EXIST
CONCRETE NOTES
1. CONCRETE SHALL CONFORM TO ASTM C94 -94 AND SHALL HAVE 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN
ACCORDANCE WITH ACI 318 -99 AND ACI 301 -99. ALL CONCRETE MASONRY WORK SHALL BE
IN ACCORDANCE WITH ACI 530 -99.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE -2" UNFORMED
CONCRETE BELOW GRADE -3"
3. REINFORCING STEEL:- GRADE 60 (FY= 60.000) ASTM A515 -94.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONS7RUCT1ON" AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE'.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AM NUMBER AS HORIZ. BEAM
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
r
i;
DBL 3' DR W/ SIDE PANELS
DESIGN WIND PRESSURE:
ZONE 4
R.O. = 147" x 82"
D.P. = -48.2
+38.2
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DEMO ELEVATION
SCALE: 1/4" =1' -0"
REMOVE EXIST DOOR,
WINDOWS, AND WALL
FROM FLOOR TO BOTT
OF EXIST TIE BEAM
u
INSTALL NEW 8 "x8" CONC COL
W/ 2 #5's VERT DRILL & EPDXY
6" INTO BEAM & FOUNDATION
11
J
GYPSUM BOARD
JAMB DETAIL
SCALE: 3" = 1'-0"
DEMO PLAN
SCALE: 1/4" =1' -0"
SEALANT
PLATE GLASS
ALUM WIND
EXTRUSION
SEALANT
i L zk�mv! 1!
•
NEW STUCCO FINISH
TO MATCH EXIST
CONCRETE NOTES
1. CONCRETE SHALL CONFORM TO ASTM C94 -94 AND SHALL HAVE 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN
ACCORDANCE WITH ACI 318 -99 AND ACI 301 -99. ALL CONCRETE MASONRY WORK SHALL BE
IN ACCORDANCE WITH ACI 530 -99.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE -2" UNFORMED
CONCRETE BELOW GRADE -3"
3. REINFORCING STEEL:- GRADE 60 (FY= 60.000) ASTM A515 -94.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONS7RUCT1ON" AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE'.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AM NUMBER AS HORIZ. BEAM
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
r
i;
DBL 3' DR W/ SIDE PANELS
DESIGN WIND PRESSURE:
ZONE 4
R.O. = 147" x 82"
D.P. = -48.2
+38.2
I n f z"
FINISHED ELEVATION
SCALE: 1/4"= P -0"
INSTALL NEW DBL
3' -0" FRENCH
DOORS W/ SIDE
PANELS
NEW STUCCO FINISH
TO MATCH EXIST
FLOOR PLAN
SCALE: 1/4" = F -0"
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Sheet
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FINISHED ELEVATION
SCALE: 1/4"= P -0"
INSTALL NEW DBL
3' -0" FRENCH
DOORS W/ SIDE
PANELS
NEW STUCCO FINISH
TO MATCH EXIST
FLOOR PLAN
SCALE: 1/4" = F -0"
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DATE: 08/19/14
DRAWN BY: R.P.S.
CHECKED BY:
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Project #:
AUGUSTE
Scale
1/4" = 1' -0"
Sheet
PAGE: 1 OF 1