00-0139-007 EXISTING,CONCRETE COLUMN - -- - ---
REMOVE ALL STUCCO 4 PAINT
.......... NEW CONCRETE BLOCK WALL
PRIOR TO PLACING Locli�
b
d
SEE ARCH.;om SEE ARCH. DWG.
EXISTI IG CON
N EXISTING CONcrza-Ta , 6TARTER COLUMN DXD W/2 0 5 VERTICAL D ILL
X 0
OLUMN
w -,
4 EPDXY 0 5 0 24' O.C. IN TO EXISTING C
COLUMN
OVERIDOOR 4 WINDOW
r
CRETE,BEAM OVER ALL:
FOR EVt
'ply
INC
tu 41 CONC. SLAB ON MIL.VAPOR:
EXISTING KITCHEN
IER SEE FOUNDATION NOTE
TO MATCH
AT'.THIS SIDE
EXISTING MASONRY BLOCK MAY NOT.EXIST
114
9 TYPICAL ARCHz>WG5
EXISTING DINING ROOM
PROVIDE VERTICAL STEEL FOR,
OR LARGER
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GRAPH] DESIGN:
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RE 903 MAPJNA LAKEs
4900-S.W.74 CT.
MIAMI. FL:,,
33155,
JOB#994 PH;305-66smiv,
FAX 30US3 6614
EGEND DESIGN INSPECTION S1JPEi4V'I
1. INDICATES NEW Sw BEARING WALL,
2. INDICATES EXISTING WALL,
3. DOWEL OUT ALL VERTICAL STEEL FROM FOOTING Or"
SAME SIZE,NLIMBER 4 LOCATION AT WALL REINFORCING SHORE up ROOF RAFTERS PRIOR
EXISTINS PLYY06P ANV-2X&
TO
REMOVIN6 NOOV
ROOF RAFTEFM TO REMAIN
. . . . .. . . .. . . . .
EXISTING 2 X ro 411201 O.C.
+ -4
T=OUN=�ATION FI.AN
Y T.O. BEAM
EXISTING MASONRY WALL 4 TIE BEAM
1/41 11-Oo 2-2xb CONT. TOP PLATE Y412 -16d NAILS INTO
ROOF RAFTER PIRIOR TO I;MMOVINO YOOD BEAM
OTC HURRICANE STRAP BY HUGHES MFG.
STRUCTURAL NOTES:
FULLY NAILED
E3----E3 EXISTING 2 X LEDGER
L=1 E=� OX12 W/2 5 T 4 5 , 0 3 3go, o.C.
1. ALL CONCRETE SHALL REACH A MINIMUM DESIRED ULTIMATE 6. SOIL
SEE NOTE BELON FOR RI-=INFoPZINc7 '�
2 0 5 MEND BARS X 30' LONG W14 3 TIES C\2 �-H
STRENGTH OF 4000 PSI IN 28 DAYS NTH 3" SLUMP UNLESS SEE SOIL STATEMENT EXISTINS ROOF JOISTS s LEvc-yr--R AT 12' O.C. AT ALL CORNERS co
OTHERWISE NOTED IN DRAWINGS OR SPECIFICA11ONS 7. ALL LUMBER USED FOR FLOOR AND ROOF TRUSSES OR MISCELLANEOUS
C)
A) FOOTINGS & SLAB ON GRADE F'c= 3000 PSI ITEMS MUST BE MIN. NUMBER 2 KD SO. PINE OR BETTER U.O.N.,
B) COLUMNS, BEAMS Sa MASONRY WALL W1 VER7NCAL STEEL AND
F'c= 3000 PSI PROTECT ALL LUMBERS AGAINST CONCRETE WITH METAL OR APPROVED FOUND,4TION NOTES, E---
HORIZONTALREINFORCING EVERY OTHER
ALL CONCRETE MUST BE PLACED WITHIN 90 MIN. OF BATCH TIME METHOD. 1. SLAB TO BE 4' THICK W1 roXro-W),4XWI.4 W.Wr-. E�3 COURSE 0 '4 &ASE TRUSSIYP
ONE SET OF CYLINDER REQUIRED FOR EVERY 50yd OF CONCRETE OR LESS. ON ro MIL. VAPOR 5ARRIER ON 13591, SOIL DENSITY
EEI
8. MASONRY BLOCK IS AN INTEGRAL PART OF THIS STRUCTURE AND TERMITE TREATED AS PER. SP.B.c.
2. TOP OF SLAB 0'-C* UDN. .... ......
2. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE A.S.T.M. A-
SHALL BE PLACE PRIOR TO PLACING STRUCTURE ABOVE. TOP OF WALL 4 COL. FIG. (1'-4"IN.) MATCH EXISTING
615(60 KSI -YIELD) WITH DEFORMATION CONFORMING TO A.S.T.M.
MIN. COMPRESSIVE STRENGTH F'm=1500 PSI, USE TYPE S" MORTAR FOR 3. CENTER LINE OF FOOTING AND WALLS , COLUMNS Lo
MUST LINE UP U.O.N.
A-305 CURRENT EDITION. PROVIDE DOWELS OF SAME SIZE AND NUMBER AT
BEARING WALL JOINTS, LAID WITH FULL MORTAR COVERAGE OF THE FACE
ALL POINTS REQUIRED TO CONTINUE CONCRETE PLACEMENT. LAP ALL 4. OVER LAP ALL FOOTIW-s STEEL AT ALL COFNERS
SHELLS IN BOTH HORIZONTAL AND VERTICAL JOINTS USE TYPE "M" WHEN 4 INTERSECTIONS FOR 30, (Mlf,,L) 2xb o O.C. k1V:2-I& d NAILS IN TOP E3oT-r. PLATE
REINFORCING 6 1/2 TIMES BAR NUMBER.
2'-0' MAX
BELOW GRADE. 5. DISCONTINUOUS EDGES OF ALL SLAB SHALL HAVE
OX12 TIDE WITH 2 0 5 CONT.USE HORIZONTAL REINFORCING EVERY OTHER COURSE TRUSS TYPE NO. 9
3. PROVIDE 2#5X5'-O" BEND BARS IN ADDITION TO TIE BEAM STEEL AT
(b. DRILL 4 EPDXY COLUMN STEEL INTO EXISTING
TIRRUPS AT
EXTERIOR FACE OF ALL BEAMS AT ALL CORNERS WITH 4#3 S GAUGE WITH VERTICAL STEEL NOTED ON FLOOR FRAMING PLAN & AT EACH FOOTING FOR MIN. OF 8' 4 LAP 30' W/ COLUMN STEEL
12" 0.C. SIDE OF OPENING EXCEEDING OR EQUAL TO 3'-0"
-I. DRILL 4 EPDXY FOOTIW-s -STEEL IN TO EXISTING FOR
2X4 O.C. A/5-16d RAILS
4. DROP ALL CONCRETE BEAMS OVER THE OPENINGS AND ADD 2#5 FOR 9. THESE PLANS COVER STRUCTURAL ENGINEERING ONLY, FIRE MIN. OF a' USE HY-150 EPDXY 5Y HILTY
EVERY 8" INCREMENT WITH MIN. OF 8" BEARING ON EACH SIDE. RESISTANCE, INTERIOR FRAMING AND ALL ITEMS NOT SHOWN
COLUMN 5CHEEPULE
5. CONCRETE COVERAGE SHALL BE AS FOLLOWS: SPECIFICALLY ON THESE PLANS ARE NOT PART OF OUR CONTRACT. DATE REVISION ISSUE
NGS: 8 X W 2 5 VERTICAL5
ACCURACY: DRAWN J.J.F.
3" FROM BOTTOM TO TIES OR STIRRUPS. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING F,.�HINFQRGING EXI&TING ROOF fRAFTj=7fR6, CHECKED H.V.
ANCHOR 2Xro 5OTT. PLATE WITH 1/40 TAF` CON APPROVED H.V.
2" FROM TOP & SIDES WITH THE WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND
SCREWS AT 48' O.C.
ENGINEER FOR APPROPRIATE ACTION. ) SCAB 2 X & No. 2 K0. 6-0. FINE TO EXISTIWS ROOF SCALE AS SHOWN
SLAB AT GRADE:
STRUCTURE W/ 10d NAILS a ro ' O.C. To EACH RAFTERS 4' CONC. SLAB SEE FOUNDATION NOTE �12' EXPANSION MATERIAL DATE
PROVIDE 2" COVER FOR THE BOTTOM STEEL CODES:
5) ANCHOR EXISTING 2 X 6 LEDGER W1 1/4' 41 X 31/4 TAP CON 1 ALL WORK SHA TIONAL
TH ALL NA
PROVIDE 1" COVER FOR TOP STEEL WHEN UNDER ENCLOSED PROTEC11VE EXECUTED IN ACCORDANCE N SCREWS 012' O.C. THEN USE RTW12 W/ 4 -106 X 11/2 NAILS TO
BUILDING 01-011
COVER. ES_ AND GOVERING REGULATIONS. EACH MEMBER IN ADDITION To EXISTIW3 CLIP. (TYPICAL)
SLAB ABOVE GRADE: T.O. 5LA5 FOUNDATION PLAN
s ------
STATEMENT
PROVIDE 30' LAI= FOR ALL
PROVIDE 1 1/2- COVER WHEN EXPOSED TO ELEMENTS FOR TOP
VERTICAL STEEL
THE EXISTING MATERIAL IS CAPABLE OF WITHSTANDING 2000 PSF SOIL PRESSURE REINFORCING.
BY REMOVING THE NATURAL GROUND AREA VEGETATION. ROOTS AND DEBRIS FOR
MIN
FIR T TO 95% DENSITY AND REPLACE IT WITH CLEAN FILL LIME ROCK TO FINAL Ogg
PROVIDE 1" COVER TO TOP REINFORCING MEN UNDER PROTECTIVE y
PROVIDE 1" COVER TO BOTTOM REINFORCING OF 12", FOUR FEET BEYOND BUILDING PAD AND COMPACT THE EXISTNG MATERIAL
COM ACTION OF 95% UNDER PAD & CONTINUOUS FOOTING.
TO MATCH
COVER. \)vEXISTIN&
o R
ALL OTHER BEAMS & COLUMNS:
Rt.
WF-I IS X 12 CONT. FOOTING
2" COVER TO TIES AND STIRRUPS. �Rt
W/ 2 0 r7 CONT. Ilk
/COI T,-T-
L
L L
ON
OF 1 DRAWlNdS
7**T00f= I C,A L- ON lei 171
&=,4LE: 3,4" - V-on