10-662 (2)-0214'-9," 16'-01, If 41-611
21
PROPERTY LINE.
D
METAL FENCE ABOVE MASONRY' -
WALL, SUBMIT SHOP DRAWINGS
AND CALCULATION SIGNED 4
SEALED BY A FL. P.E. FOR
APPROVAL PRIOR TO
FABRICATION. (TYP')
NEW 4'-0' HIGH CBS WALL REINF
WITH 45 VERT, 0 48' c% IN BLOCK
CELLS FILLED WITH CONC. GROUT,
24'x24' MASONRY
COLUMN REIN. WITH
8 05 VERT. AND 02
STIRRUPS A 8' c/c,
TYPICAL WHERE
SHOWN.
jjFAj w •.
Existing One Story
Residence
FOUNDATION NOTES:
I. TOP OF EXISTING SLAB IS EL. 0'-0'
2. TOP OF FOOTING ELEVATION SHALL BE EL. -2'-0'
3. FOR COLUMN, BEAMS, BLOCK WALLS AND
FOOTING SCHEDULES SEE SHEET S-3.
4. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-4 4 4A.
5. CONTRACTOR MUST PROVIDE ADECUATE SHORING
FOR ALL REQUIRED STRUCTURE PRIOR TO ANY
FOUNDATION POUR.
Ia. CONTRACTOR MUST PROVIDE TERMITE TREATMENT 4
FUMIGATOR CERTIFICATION REPORT.
1. CONTRACTOR MUST NOTIFY ARCWITECT/ENGINEER IN WRITING OF
ANY UNFORESEEN BEARING CONDITION NOT SPECIFIED N THESE
PLANS BEFORE PROCEEDING WITH THE WORK.
8. CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH
ARCHITECTURAL DRAWINGS AND N THE FIELD, INCLUDING ALL
WINDOW AND DOOR MASONRY OPENINGS. NOTIFY ARCHITECT AND
ENGINEER OF ANY DISCREPANCIES.
S. PROVIDE 2 05 x6'-O" CORNER BARS AT ALL FOOTING
INTERSECTIONS, EXTEND 3'-O" INTO EACH FOOTING.
IOALL MASONRY BLOCK WALLS SHALL BE REINFORCED WITH *5
VERTICAL AS SHOWN ON PLANS N BLOCK CELLS FILLED WITH
CONCRETE GROUT.
11. PROVIDE 2 45 VERT. EACH. SIDE (JAMB) OF WINDOW OPENINGS
WHERE SHODU
SOIL STATEMENT:
BASED ON VISUAL INSPECTION THE FOUNDATION HAVE BEEN
DESIGNED FOR A 20M PSF SOIL BEARING CAPACITY.
AT THE TIME THE SOIL IS BROKEN, A SITE INSPECTION MUST BE
DONE BY THIS OFFICE IN ORDER TO VISUALLY VERIFY THE
ASSUMED SOIL BEARING CAPACITY.
LEGEND
'TE' DENOTES SNIV CONC. THICKENED EDGE WITH 2 +5 CON1.
(D ME DENOTES NEW CONCRETE COLUMN, SEE SCHEDULE ON 5-1
1111151111111 DENOTES LOAD BEARING REINFORCING BLOCK
5W-1 WALL, SEE SCHEDULE ON S-b
MINMUM EDGE
MINIMUM EDGE
DISTANCE FOR
DISTANCE FOR 1/4' 0
WOOD
TAPCONS.
2tt
1" MIN.
MASONRY
BLOCK WALL
lx4 OR Ixb P.T.
1/44 x 21V TAPCONS
CONTINUOUS BUCK
SPACED h' FROM
REFER TO NO.A,
n
EACH CORNER AND
REQUIREMENTS.
THE REST ® 8' c%
MINIMUM REQUIREMENTS
MAX.
FOR WOOD BUCK
TO MASONRY BLOCK
KTS.
CONNECTION DETAIL
STEEL Ix4 OR 1xF6 P.T. CONTINUOUS BUCK
COLUMN
REFER TO N 0 A. REQUIREMENTS.
HILTI KWIK-PRO SELF -DRILLING
SCREWS, t/4"-20 WITH WINGS,
P14ILLIPS FLAT HEAD, it/z" LONG
MINMUM.
SPACE SCREWS 6" FROM EACH
CORNER AND THE REST * 8" c/a.
MAXIMUM.
N.TS. .
NOTE:
THIS BUCK CONNECTIONS MUST BE VERIFIED FOR N.O.A. COMPLIANCE
BY THE SPECIALTY GLAZING ENGINEER. ALL LOADS, INCLUDING ALL
CONCENTRATED LOADS INDUCED INTO THE BUCK FROM THE DOOR OR
WINDOW ASSEMBLY, MUST BE ADDRESSED BY THE SPECIALTY GLAZING
ENGNEER IF ANY DEVIATION FROM THIS DETAIL OCCUR IN THE FIE-D,
THEN THE BUCK ANCHORAGE MUST BE DESIGNED AND PROVIDED BY
A SPECIALTY ENGINEER.
WIRE MESH SLAB REIN. SEALANT FILLED SAW -^.UT
AT MID DEPTHJONT (TYP. AT ALL
CONTROL JONTS)
d:
I.- DEEP
•
a x Xti— :�k�--lt
WELL COMPACTED FILL—'
TYPICAL CONTROL JOINT DETAIL Mij A
1 TCBW_ 1 0 �! /
WF-16
�I r I Ise_
(nTC:BW1 J L �-I I -I
,�
ZLLF-20
_bj ox_ TE
I I F-3 F-3
I I 2 04 DIAL. x 4'-0' TYP. I
I I AT ALL CORNERS. I I ( ( I
I II I
6■ I I
I I
Flum,I I
I I I I I
I I I I I 1
I I I I I
I I I I I
I NEW 4' CONC. SLAB I I I
I RENF. WITH b'xb'
I W1.44,11.4. W.W.M. I I I I I
I I I I I
I K TOP OFS LAB I TC I I I
I -tI I I
I I I I I
TC
LI I I I
I II! I I I I
I I I I I I-
I I I I I I I
L, j7r _ _ _ _ c.J. _ _ _ _ • I I I
1 FF 35 OIL TOP OF SLAB I I I I
EL. -0'-6'
I II I I I I I
' NEW 4' CONC. SLAB I I I I I
$ REINF. WITH b'xb' ( I I I —
S-6 1 1 W14xW14 W.W.M. I I � TCI� I I I
I I I I I
`QI ( bxb WOOD POST, I I I I I
TYPICAL. I I I
I II TC
I
1VA& CONC. PEDESTAL I• I I I i
I I AND #3 STIRRUPS 8' I I I
r— J I L—_j c/c., TYPICAL. I I
I I I!1 I I
I I I I I I
I I A DETAIL7
I
_ !
' I F 45 S-I TYP. 1 ( I
I II II I I I
I I I 5'x8' CONC. SILL REI1F. I I I
I I I WITH 2 5 CONT., EXTEND I I I I I
I I I 8' MIN, INTO WALL EACH
�
END. I I I I II I TC
I I
I I ADD 2 5 TOP AT WF-lb ( I ( I I
THRUOUT THIS WALL. I I I I
I II I I I I
I II I I I I
I 11 I I I I� I
ri IL - 5
I I 1 1 I
I I• I I I I
I NO -
at T3 L� • L - - - - - - - - - - ----------J !t -- t- �u I
1*1111 19111! ! TE - -
c
----------------------------- --- I
WF-20
BW-I —BIU-I
5"
a....,
p. t�•t a
BUILDING
SECTION
4 ! nwm�
PROJECT No. 10034.00
Kane Residence
6695 SW 69 Ave
South Miami, FL
OWNER
John and Ellie Kane
6695 SW 69 Ave
South Miami, FL
BIT SET 06/03/11
PERMIT SET 06/23/11
Pablo Corazzini AR - 91716
Luigi Vtalini AR -13513
Nfc Vltallnli"III
A R C H I T E C T S
300 Aragon Avenue, Suite 330 i Coral Gables, FL 33134
tel: 305.567.0602 I fax: 305,446.3197 I
www.vcmiami.com FL Registration AA26001654
Consulting Civil/Structural Englneer
141 ALHAMBRA CIRCLE SHEET NO.
SUITE 200
CORAL GABLES, FL 33134
(305) 56 1-0125
EB: 000&S13
Flea. No. 4008-1
5-1