11-662REV-015FOUNDATION i
I. - OF • c 16 EL. // /.
2. •- OF ♦i • //
3. FOR COLUMN,5EAMS, 15LOCK• • r
FOOTING
4. FOR GENERAL STRUCTURAL NOTES, SEE SHEET 5-4 4 4A.
5. CONTRACTOR R r ADECUATE SHORING
FOR ALL REQUIRED STRUCTURE PRIOR TO ANY
FOUNDATION FOUR
CONTRACTOR MUST PROVIDE -:
FUMIGATOR CERTIFICATION REPORT.
"I. CONTRACTOR MUST NOTIFY ARCHITECT/ENGINEER IN WRITING OF
ANY • 1ESEEN 15EARIWs CONDITIONNOT - r IN THESE
PLANS5EFORE PROCEEDINGS O•—
8. CONTRACTOR ♦i Jr • : ALL DIMENSIONS
ARCHITECTURAL DRAWINGS AND IN THE FIELD, INCLUDING
WINDOW AND DOOR ♦ — i_ENING$. NOTIFY ARCHITECT AND
ENGINEER OF ANY DISCREPANCIES.
cl PROVIDE 2 05 xro'-O' CORNIER BARS AT ALL FOOTING
INTERSAECTIONS,r 4 INTO EACW FOOTING.
IOALL MASONRY5LOCK WALLS SHALL 5E REINFORCED
CONCRETEVERTICAL AS SHOWN ON PLANS IN 15LOCK CELLS FILLED WITH
-i
11. PROVIDE r — r — OF WINDOW OPENINGS
J SHOWN.
SOIL STATEMENT:
BASED ON VISUAL INSPECTION THE FOUNDATION NAVE BEEN
DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY.
AT THE TIME THE SOIL 15 BROKEN, A SITE INSPECTION MUST BE
DONE BY THIS OFFICE IN ORDER TO VISUALLY VERIFY THE
ASSUMED SOIL BEARING CAPACITY.
LEGEND
1-1
ITEI r ♦ • r EDaE WITWO;
CONT.
(D DENOTES CONCRETE ♦ SEE SCHEDULEON
WALL, SCHEDULEON
MINMUM EDGE
MINIMUM EDGE
DISTANCE FOR
DISTANCE FOR 1/4'4
WOOD
TAPGONS. 21/2
1' MIN.
MASONRY
BLOCK WALL
Ix4 OR Ix& P.T.
1/41# x 21/2, TAPCONS
CONTINUOUS SUCK
SPACED ro' FROM
REFER TO N.O.A.
EACH CORNER AND
REQUIREMENTS.
THE REST s S' cic.
MAX.
MINIMUM REQUIREMENTS
FOR WOOD BUCK
TO MASONRY 5LOCK CONNECTION DETAIL
♦ — P.T. i' ♦'
i { — TO KOA REQUIREMENTS.
-•SELF-DRILLING
//
PHILLIPS FLAT • D
�SPACE SCREWS-♦
M EACH
C♦. i — • r THE 1
MINIMUM REQUIREMENTS i I 012 MUCK
N T.S.
NOTE:
LOADS,THIS 5UCK CONNECTIONS MUST 5E VERIFIED FOR N.O.A. COMPLIANCE
5Y THE SPECIALTY GLAZING ENGINEER ALL s
CONCENTRATED • • r r s INTO THE 5UCK FROM rii- OR
WINDOW BE ADDRESSED 5Y THE SPECIALTY
EWGINEER. IF ANY ♦ -♦ DETAIL OCCUR IN THE FIELD,
THEN THE 5UCK ANC440RAGE MUST 5E DESIGNED AD PROVIDEDSPECIALTY ENGINEER
-
WIDE MESH SLAB REIN. SEALANT FILLED SAW -CUT
AT MID DEPTH JOINT (TYP. AT ALL
CONTROL JOINTS)
• B
WELL COMPACTED
C04ML JOINT DETAIL (C.J)
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John and Ellie Kane
WN SW (19 Ave
• i Miwd, FL
BtT SET Oem I
PERMti SET OE= 1
OC14iNfC =IIIET f>gR1lII
P&W Caan!W AR - 91 T16
ITT OF SOUTH MIAA41
BUILDING DEPT.
STRUCTLIR SECTION
t,x'p° fOVED 9
p AR -13513
• ACISCO ' r `
r r r
141 ALWAM5RA CIRCLE
SUITE / ./
CORA. GABLES,
0561-0125
$ $
Vitd ini r, per, '
N/4 ARCH I T E C T S
3WAnapon Aiwir ^ Sift 330 I Clot ab m, FL =34
www. Idul.�oo I KRbMn/onAA'a0o 04