12-347-017i
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F UN TIO NOTES:
1. CONTRACTOR MUST COORDINATE ALL DIMENSIONS AND
CONDITIONS WITH ARCHITECTURAL DRAWINGS AND IN THE
FIELD, INCLUDING ALL WINDOW AND DOOR MASONRY
OPENINGS. NOTIFY ARGI-IITECT AND ENGINEER OF ANY
D&C- REPANCIES.
2. CONTRACTOR MUST NOTIFY ARCHITECT/ENGINEER IN
WRITING OF ANY UNFORESEEN BEARING CONDITION NOT
SPECIFIED IN THESE PLANS BEFORE PROCEEDING WITH
THE WORK
3. TOP OF FOOTING ELEVATION TO MATCH EXISTING.
4. ALL MASONRY BLOCK WALLS SHALL 13E REINFORCED
WITH VERTICAL BARS AS SHOWN ON THE BLOCK WALL
SCHEDULE AND ON PLANS.
5. SEE SHEETS 6-4 FOR GENERAL STRUCTURAL NOTES.
16. SEE SHEET 5 -3 FOR SCHEDULES.
1. SEE SHEET 5 -1 FOR WINDOWS AND DOORS WOOD BUCKS
ATTACHMENTS DETAILS.
a. PROVIDE 2 5 x6' -0" COMER BARS AT ALL FOOTING
INTERSECTIONS, EXTEND 3' -0" INTO EACH FOOTING.
SOIL STATEMENT:
BASED ON VISUAL INSPECTION ON SITE, THE SOIL 15 SAND WITH
LIMESTONE FRAGMENTS WITH AN APPARENT MINIMUM 2000 PSF
SOIL BEARING CAPACITY.
WHEN THE GROUND [5 BROKEN, A SITE V151T MUST BE MADE BY
THIS OFFICE AND A SIGN AND SEAL LETTER MUST BE
SUBMITTED TO THE BUILDING OFFICIAL STATING THAT THE SOILS
WILL ATTAIN THE PRESUMPTIVE SOIL BEARING CAPACITY.
N
—rrr= NEW a" REINF. MASONRY BLOCK WALL
- rrrn-r DENOTES 1 5 VERT IN BLOCK CELLS
5LU -1 FILLED WITH CONC. GROUT. SEE PLANS
AND SCHEDULE FOR SPACING
TG DENOTES CONCRETE COLUMN, SEE
SCHEDULE ON SHEET 6-4.
OST DENOTES STEEL COLUMN, SEE
5CHEDULE ON SHEET 8-4.
■
-- DENOTES NEW CONC. FOOTING,
r — SEE SCHEDULE ON 6-4.
L_J
EXISTING FOOTING TO REMAIN
EXISTING BLOCK
WALL.
TE= DENOTES 8'x12' GONG. THICKENED
EDGE WITH 2 •5 BOTT. CONT.
N.T.S,
NOTE_
-
THIS PUCK CONNECTIONS MUST BE VERIFIED FOR NAA.
COMPLIANCE BY THE SPECIALTY GLAZING ENGINEER ALL
LOADS, INCLUDING ALL CONCENTRATED LOAD5 INDUCED
INTO THE BUCK FROM THE DOOR OR WINDOW ASSEMBLY,
MUST BE ADDRESSED BY THE SPECIALTY GLAZING
ENGINEER IF ANY DEVIATION FROM THIS DETAIL OCCUR IN
THE FIELD, THEN THE BUCK ANCHORAGE MUST BE
DESIGNED AND PROVIDED BY A SPECIALTY ENGINEER.
O
DRILL i EPDXY 2 S
x3' -0' LONG DOWELS
TOP AND BOTT. INTO
EXIST. FTG.
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MINMUM EDGE
MINIMUM EDGE
DISTANCE FOR
DISTANCE FOR V4'#
WOOD
TAPCONS.
211/2
1' MIN.
D
_
MASONRY
BLOCK WALL
Ix4 OR Ix(• P.T.
14'* x 21/2' TAPCONS
CONTINUOUS BUCK
SPACED V FROM
REFER TO N.O.A.
EACH CORNER AND
REQUIREMENTS.
THE REST s' c/a
MIN= RE=lSMMJM
MAX.
EM WOOD-MUCA5,
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N.T.S.
STEEL
Ix4 OR 1x6 P.T. CONTINUOUS BUCK
COLUMNR-FER
TO N.O.A. REGMIREMENTS.
i i 2 •5 CONT. EXTE
HILT[ KWIK -PRO SELF- DRILLING
8CREW5, 14'-20 WITH WINGS,
t
WALL EACH SIDE.
PHILLIPS FLAT HEAD, 1112' LONG
MINMUI"I.
WHERE NEEDED)
SPACE 5CR=W5 6' FROM EACH
CORNER AND THE REST • 6' a /c.
OUTLINE OF EXISTING --
MAXIMUM.
N.T.S,
NOTE_
-
THIS PUCK CONNECTIONS MUST BE VERIFIED FOR NAA.
COMPLIANCE BY THE SPECIALTY GLAZING ENGINEER ALL
LOADS, INCLUDING ALL CONCENTRATED LOAD5 INDUCED
INTO THE BUCK FROM THE DOOR OR WINDOW ASSEMBLY,
MUST BE ADDRESSED BY THE SPECIALTY GLAZING
ENGINEER IF ANY DEVIATION FROM THIS DETAIL OCCUR IN
THE FIELD, THEN THE BUCK ANCHORAGE MUST BE
DESIGNED AND PROVIDED BY A SPECIALTY ENGINEER.
O
DRILL i EPDXY 2 S
x3' -0' LONG DOWELS
TOP AND BOTT. INTO
EXIST. FTG.
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8'x8' CONC. SILL REINF.
TH
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2 45 CONT. EXTEND 8' IN
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WALL EACH SIDE. (TYP.)
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&'xt6' CONC. SILL
INF. WITH
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WALL EACH SIDE.
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WHERE NEEDED)
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OUTLINE OF EXISTING --
FOOTING
REMAIN
- - - - -
- - - •-
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a'
EXISTING FLOOR
STRUCTURE TO REMAIN
51/2' CAST IN PLACE -
CONC. SLAB/PAVERS
REINF. WITH 04 010'
CENTER EACH WAY.
GROUND FLOOR AND FOUNDATION FLAN,
SCALE: 3/10" l' ta"
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NEW 6' CONC. SLAB REINF.
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WITH DOUBLE LAYER OF
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