00-0139-006 i
EXISTING CONCRETE COLUMN
REMOVE ALL STUCCO 4 PAINT NEW CONCRETE BLOCK WALL
PRIOR TO PLACING BLOCK
IS'-8' NE1^1 TB
SEE ARCH. Dl1Xs SEE ARCH. DWG.
EXISTING CONCRETE EXISTING CONCRETE STARTER COLUMN 8X8 W/ 2 M 5 VERTICAL DRILL
o
COLUMN COLUMN 4 EPDXY •50 24' O.C. IN t0 EXISTING COL OVER DOOR 4 WINDOW
UP-1 "
DROP CONCRETE BEAM OVER ALL
•�4
•
•`: '' OPENING AND ADD 2 » 5 FOR EVERY .
O I I-O O O
a S' INCREMENTS WITH 8' BRG. ON EACH
SIDES.
ul 4' CONC. SLAB ON 6 MIL.VAPOR
' I BARRIER SEE FOUNDATION NOTE EXISTING KITCHEN
II ,
TO MATCH r
EXISTING MASONRY BLOCK MAY NOT EXIST
AT THIS SIDE "
UdJ .. 4.+ C & A
II " 5 TYPICAL A .a SEE ARCHDWGS
0 `nX EXISTING DINING ROOM ••
AALL PROVIDE PENINGS 36A OR LARGER
Q
8X8 CONC. CAP W/ 2 •5 EXTENDED INTO
a,
ADJACENT CELL FOR MIN. OF 8'
w
EXISTING BATHROOM OF-1 (18 X 12 CONT.W/ 2 • 5 CONT.)
WF I fits X Ix CONTUI/2 b GONTa
:
.. AND ASSOCIATES
EXISTING ENTRY ARCHITECTURE
I, DRILL t EPDXY 0 5 X 24' LONG INTO EXISTING CONCRETE COLUMN FOR MIN. OF
GRAPHIC DESIGN
8' AT 2'-C'O.C.
2.USE HORIZONTAL REINFORCING 49 GAUGE TRUSS TYPE EVERY OTHER COURSE Jay Steven Chen Architect
6285 SW 98th Street
Miami, Florida
AR 0008874
ph: (305) 666-2496
STAfi�T�fi3 GOl,UM1e1 DETA I � �OOi�/l/�1I N001�1 Oi��l�l I �� �� I N� 1��T,$ 11..,. fax (305) .665-0731
V A Z I RI & ASSOC IATES, I N C.
S T R U C T U R A L E N G I N E E R S
P.E.#39663 MARINA LAKES
#810 4900 S.W.74 CT.
MIAMI, FL 33155
JOB#99-41 PH. 305.663 5617
FAX 305.663 5614
DESIGN INSPECTION SUPERVISION
LEGEND
1. � INDICATES NEW 8' BEARING WALL,
2. INDICATES EXISTING WALL, W
3. DOWEL OUT ALL VERTICAL STEEL FROM FOOTING OF EXISTING PLYWOOD AND 2Xb SHORE UP ROOF RAFTERS PRIOR
TO REMOVING WOOD BEAM
SAME SIZE,NUMBER 4 LOCATION At WALL REINFORCING ROOF RAFTERS TO REMAIN w
H
I---I W
EXISTING 2 X 6 016' O.C. r,
�■■� /� FLAN a
O U I�1= A T I O N T.O. BEAM w
EXISTING MASONRY WALL 4 TIE BEAM
1/4' ■ 1'-0' 2-2xb CONT. TOP PLATE W/2 -I6d NAILS INTO w
ROOF RAFTER PRIOR TO REMOVING WOOD BEAM DTC HURRICANE STRAP BY HUGHES MFG.
FULLY NAILED Q
STRUCTURAL NOTES:
EXISTING 2 X 6 LEDGER
8X12 W12 • 5 T 4 5 , «3 �+ 36' O.C. W
1. ALL CONCRETE SHALL REACH A MINIMUM DESIRED ULTIMATE 6. SOIL SEE NOTE BELOW FOR REINFORCING 2 « 5 BEND BARS X 30' LONG W/4 M 3 TIES F-�
STRENGTH OF 4000 PSI IN 28 DAYS WITH 3" SLUMP UNLESS SEE SOIL STATEMENT
EXISTING ROOF -JOISTS 4 LEDGER AT 12' O.G. AT ALL CORNERS n �
I-�-I 0
OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS 7. ALL LUMBER USED FOR FLOOR AND ROOF TRUSSES OR MISCELLANEOUS O
A) FOOTINGS & SLAB ON GRADE F'c= 3000 PSI ITEMS MUST BE MIN. NUMBER 2 KD SO. PINE OR BETTER U.O.N.,
' MASONRY WALL W/ VERTICAL STEEL AND
B) COLUMNS, BEAMS F'c= 3000 PSI PROTECT ALL LUMBERS AGAINST CONCRETE WITH METAL OR APPROVED FOUNDATION NOTES: HORIZONTALREINFORCING EVERY OTHER rn
COURSE # a GAGE TRU55TYPE v 1 H
ALL CONCRETE MUST BE PLACED WITHIN 90 MIN. OF BATCH TIME METHOD. I. SLAB TO BE 4' THICK W/ 6X6-WIAXUA W.W.F. H
ON 6 MIL. VAPOR BARRIER ON 95�. SOIL DENSITY
ONE SET OF CYLINDER REQUIRED FOR EVERY 50yd OF CONCRETE OR LESS. TERMITE TREATED AS PER SF.B.C. 0
8. MASONRY BLOCK IS AN INTEGRAL PART OF THIS STRUCTURE AND 2. TOP OF SLAB ■ 0'-0' U.ON. CD
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.FTG. ■ - (l'-4'MIN.) MATCH EXISTING rr 11
615(60 KSI YIELD) WITH DEFORMATION CONFORMING TO A.S.T.M. w w 3. CENTER LINE OF FOOTING AND WALLS , COLUMNS V �
MIN. COMPRESSIVE STRENGTH F m=1500 PSI, USE TYPE S MORTAR FOR
MUST LINE UP U.ON.
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 FOOTING STEEL AT ALL CORNERS
SHELLS IN BOTH HORIZONTAL AND VERTICAL JOINTS USE TYPE "M" WHEN 4 INTERSECTIONS FOR 30' (MIW 2X6 ® 2.N O.G. W/2-I6 d NAILS IN TOP b BOTT. PLATE
REINFORCING 6 1/2 TIMES BAR NUMBER. 2'-0' MAX.
BELOW GRADE. 5. DISCONTINUOUS EDGES OF ALL SLAB SHALL HAVE
8X12 TDE WITH 2 M 5 CONT.
3. PROVIDE 2#5X5'-0" BEND BARS IN ADDITION TO TIE BEAM STEEL AT USE HORIZONTAL REINFORCING EVERY OTHER COURSE TRUSS TYPE NO. 9
6. DRILL 4 EPDXY COLUMN STEEL INTO EXISTING
EXTERIOR FACE OF ALL BEAMS AT ALL CORNERS WITH 4#3 STIRRUPS AT 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" 1. DRILL 4 EPDXY FOOTING STEEL IN TO EXISTING FOR
2X4 ® u O.G. K/5-16d NAILS
4. DROP ALL CONCRETE BEAMS OVER THE OPENINGS AND ADD 2#5 FOR
9. THESE PLANS COVER STRUCTURAL ENGINEERING ONLY, FIRE MIN. OF 8' USE HY-150 EPDXY BY HILTY
'1. 04 OD FE�ZF I h�E�ISION
EVERY 8" INCREMENT WITH MIN. OF 8" BEARING ON EACH SIDE. RESISTANCE, INTERIOR FRAMING AND ALL ITEMS NOT SHOWN COLUMN SCE—IEDULE
5. CONCRETE COVERAGE SHALL BE AS FOLLOWS: SPECIFICALLY ON THESE PLANS ARE NOT PART OF OUR CONTRACT. DATE REVISION ISSUE
AO 8 X 8 W/ 2 0 5 VERTICALS DRAWN J.J.F.
GRADE BEAMS & FOOTINGS: A C C U R A C Y:
REINFORCING EXISTING ROOF RAFTERS: CHECKED H.V.
3" FROM BOTTOM TO TIES OR STIRRUPS. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING ANCHOR 2X6 BOTT. PLATE WITH 1/4P TAP CON APPROVED H.V.
2" FROM TOP & SIDES WITH THE WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND SCREWS AT 48' O.G. SCALE AS SHOWN
ENGINEER FOR APPROPRIATE ACTION. A) SCAB 2 X 6 No. 2 K.D. So. PINE TO EXISTING ROOF
SLAB AT GRADE: STRUCTURE W/ 10d NAILS 0 6 ' O.G. TO EACH RAFTERS 4' GONG. SLAB SEE FOUNDATION NOTE t12' EXPANSION MATERIAL DATE 5/28/99
PROVIDE 2" COVER FOR THE BOTTOM STEEL
CODES:
B) ANCHOR EXISTING 2 X 6 LEDGER W/ 114' m X 31/4 TAP CON
PROVIDE 1" COVER FOR TOP STEEL WHEN UNDER ENCLOSED PROTECTIVE 1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL SCREWS 012' O.G. THEN USE RTWI2 W/ 4 -10d X 111/2 NAILS TO
BUILDING CODES AND GOVERING REGULATIONS. EACH MEMBER IN ADDITION TO EXISTING CLIP. (TYPICAL) O'-O"
COVER. 5 T.O. SLAB FOUNDATION PLAN
SLAB ABOVE GRADE: -iii=1 I I—I I i—i i I—Iii—i I i—I i I—I I I—III—iii—I 1/
SOIL STATEMENT Al I I—I I1=111=1I I—I I I—I 11=1I I—I I1=111=1I I—III I I PROVIDE 30' LAP FOR ALL
-III-1 I—III=III—I I—III—I I—III—III—III=1 I VERTICAL STEEL
I-1 I I,;.III=i I I=1 I I-I!i=l I I,T.
t I 1=1 1 I, ,III I I 1=11
PROVIDE 1 1/2" COVER WHEN EXPOSED TO ELEMENTS FOR TOP INSPECTION OF THE SITE INDICATES UNDISTURBED SOIL WITH A BEARING a,
REINFORCING. VALUE WHICH WILL EXCEED 2000 PSF. SHOULD OTHER CONDITIONS OR
PROVIDE 1" COVER TO BOTTOM REINFORCING MATERIALS BE EINCOUNTERED, THE ENGINEER SHALL BE NOTIFIED
f � C
BEFORE PROCEEDING WITH THE WORK. II TO MATCH ;'lo• ; . S - 1
PROVIDE 1" COVER TO TOP REINFORCING WHEN UNDER PROTECTIVE EXISTIIyG '
COVER. AT 1'I IE TIME 01: CONSTIZUCI'ION, THIS OFFICE WILL PIZOVIDE "1'O 1111
ALL OTHER BEAMS & COLUMNS: BUILDING OFFICIAL, A LETTER SIGNED AND SEALED ATTESTING THAT ° ° WF—I 18 X 12 CONT. FOOTIN-
2" COVER TO TIES AND STIRRUPS. THE SITE HAS BEE OBSERVED AND THE FOUNDATION CONDITIONS ARE W/ 2 0 5 CONT.
� � *�!� •. OF 1 DRAWINGS
SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED. 7% I G>�tL. l��t�l, S C71 ON 1
SCALE: 3/4" P—m' S_I