00-0736-011 C3ENERAL NOTE5 REv151ON5 13Y
I.- GENERAL-.
COORDINATE STRUCTURAL DRAWING WITH ARCHITECTURAL, MECNANICAL•3 AND ELECTRICAL
(2) 2' x 12' 16' c/c (TYP) 5/4x6 PINE PREMIUM P.T. DRAWINGS. VERIFY ALL DIMENSIONS, LOCATE DEPRESSED SLABS S11-OPc5 DRAINS, OULETv RECE5E5
BOLT SETTING SLEEVES, INSERTS, ETC. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY
�, MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT SOIL STATEMENT:
PURCHASED BEFORE PROCCEDING WITH STRUCTURAL WORK AFFE:TED ANY D:5CRSPANCIE9 NOTIFY ON SITE OBSERVATION INDICATES UNDISTURBED ROCK AND SAND WITH AN APPAF'ENT
ARCHITECT OR ENGINEER BEARING CAPACITY OF 2,000 PSF. A LETTER WILL BE PROVIDED BY CHE .ARr-H!TECT/
'---------- -------------- 2.- ALLOWABLE SOIL BEARING PRESSURE: ENGINEER OF RECORD ATTE5T1 SOIL FOUND WAS SIMILAR JPUN W'H1CN
3 -i0 Ex15vNG SLABS ° THE DESIGN WAS BASED
r-=_P FOOTING SIZES AND REINFORCEMENT NAPE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING
PRESSURE OF 2000 PSF_ ALL FOOTING SHALL BE CARRIED TO UNDISTURBED MEDIUM SAND OR RINFORGED MASON
ROCK, AND TO AT LEAST THE DEPTH SHOWN ON THE DRAWINGS, AFTER A VISUAL INSPECTION OF
NEW 4" CONIC. SLAB 1 1 USE J0151' HANGER BY THE S17E, THE EXISTING SOIL CONDITIONS WAS A85UMED TO NAVE A SOIL BEARING PRE85URE AS ALL CONCEETE BLOC TO BE GRADE N-1, CO ORMING TO A5TM C-90 WITH A MINIMUM NET AREA
W/ 6x6 W1.440.4 WWM 1 i '� HUGHES MANUF. MOD UH 2-210 1 PROVIDE 2x4 BLOCKING INDICATED ABOVE. COMPRESSIVE STRE T lf'm) = 1,900 pet. AL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL
EXISTING DADE Co. APPI' 97-0205.03 BOTTOM BETWEEN JOIST CONTINUITY OF THE C LS TO BE FILLED, AN MUST MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOS
�-I-/ t' C.B.S. WALL I AT MID SPAN WHEN EXCEEDING 3 CONCRETE NOTE: VERTICAL CELL MEAS 'RING 2 INCHES BY 3 CHES MINIMUM, CLEANOUT OPENING MUST BE
4' x 4' x 1/4'----- j 1 1 1 j x• 5/4x6 PINE PREMIUM P,T. 14'-0' LONG PROVIDED AT ALL CE S TO BE FILLED AXIMUN HEIGHT OF GROUTING LIFTS 15 4'-0'. THE VERTICAL
5%. COLUMN I► I I M TG EXIST. i ALL CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000
SLAB ELEV. I 2'x10' P,T. LEDGER W/ 5/8'm PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE TO BE REINFORCEMENT MUST H VE A MINI 8 BAR DIAMETER LAP SPLICE VISIBLE ABOVE THE
(SEE DTL) I i 1 t I ANCHOR BOLTS m 14' c/c 1'. CONCRETE SLUMP 3' MINIMUM TO 5' MAXIMUM SLAB ON GRADE TO BE 2500 PSF IN 28 DAYS. UPPERMOST CELL WHERE 15 TO CONTINUE VERTICALLY, INTERMEDIATE LAPS IN
1 t I I CONCEALED WALL AREAS ARE NOT PERMITTED. ALL CONCRETE USED FOR GROUTING SHALL HAVE `` r
�_ _ <l a �- EXISTING A COMPRESSIVE STRENGHT OF 3,000 pal AT 28 DAYS. SUBMIT MIX DESIGN FOR �� "<}
° I'z � I 4 CONCRETE COVER:
3'-0 x 3 -0 x 12 1 �D� SLAB APPROVAL. MORTAR SHALL BE TYPE 5, WITH A MINIMUM STRENGHT OF 1,600 pet. MASONRY ti
GONC, FOOTING W/ 4"'5 1 �� ��' � TO BE AS FOLLOWS: BOTTOM TOP SIDES WALLS SHALL BE REINFORCED HORIZONTALLY EVERY OTHER COURSE WITH 9 GAGE DEFORMED
BOTT. EACH WAY i A I FOOTINGS 3' 2' 2' GALVANIZED STEEL TRU55 (LADDER TYPE). ALL CONCRETE USED FOR GROUTING SHALL HAVE b�
. ° ---
0 1 _ .-__ BEAMS 1-I/2' I-1/2' I-I/2' AN 9' TO 11' SLUMP
I 1 i COLUMNS --- --- 1-1/2'
I I SLABS 3' 3/4' 1'
-
8' x s' STARTER I I - WALLS --- ---
COL. (SEE DTL) , / DEC �1', t 3/4"
LL
------ ---------------' 5 REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A-305, AND
CONFORMING TO ASTM A-615, GRADE 60. LAP CONTINUOUS BARS 30-BAR
D
ci
IAMETERS, UNLESS OTHERWISE NOTED IN PLANS. HOOK DISCONTINOUS ENDS Q m
i I� I OF ALL TOP BARS,
UI�l 6.- CONCRETE BLOCK UJALLS 2"5 DOWELS x 3'-0' DRILL 3j4'm HOLES x 41�z° � m
POU}- I I* i � �* 1 1�4 - 1 -� _ A$ SHOWN IN STRUCTURAL DRAWINGS TO BE ERECTED BEFORE PLACING CONCRETE IN ADJAG_NT 1 NEW GONG. t.B. DEEP t FILL W/ EPDXY LL
D O FLAN V BEAMS AND COLUMNS, PROVIDE HORIZONTAL JOINT REINFORCING � EVERY 2nd COURSE (SEE PLANS)
IT -11- 11 IT I (13' VERTICAL)FOR ALL EXTERIOR WALLS. USE STANDARD No. 6 TRU5$ TYPE MASONRY ,rJ'�/. - GROUT
II II 11 II tl II 11 II II II II REINFORCING AND EXTEND 4' INTO TIE COLUMNS OR INT STRUCTURAL COLUMNS WITH APPROVED lJ
II II II II II II II II II II II I METHODS. AND USE No, 6 LADDER TYPE REINFORCING FOR REINFORCED MA5CRNY CONSTRUCTION nO, I `U
MORTAR TYPE: USED TO BOND UNIT MASONRY SHALL BE TYPE 'M' OR 'S' AND SHALL COMPLY WITH p� 6'-/ ,/1 <1
1I II 11 I1 II 1I ( II II ( 1I I
EITHER I THE PROPERTY SPECIFICATIONS OF THE STANDARDS SET FORTH IN SECTION 2102.101b) OF O� / _ r Ex157. CON(. TB.
al
I II II II II II II II II II II II b
II II II II II II II II II II II ��
x 8' CONIC. 5T RTER Z
I II II II I I II I II II I I COL. W/ 205 VERT, WALL BLOCK u 6
I II II II II II II II II II II II (�/ (�
II II II II it II II II II II II I U �+-+ �v
A_ = _11_ _I_r-.xl - 1 = 1_I�_
W. 1w? CON .LOCK j r NEW LOCK 6T {-
r7l , II II II II II it USA Joi6T HANTS fP B FLASHING EXI TING DRILL 3j4'm HOLES x 411/2'
II II II II II II II II II II II 1- I II II U - lL
II II II II II it II II II II II II II II II II II till I I II II 1
H HE MAh1tI)F. MbD !4 2- 10 STRI GTURE 215 DOWELS x 3'- DEEP t FILL W/ EPDXY
_ D DE o. 1-0 5. __�___ s GROUT
I �
i l l l l l l l l l l -x- 11 I I I I I I I I I I I I I I I I I I I I I I irp* I I I I $ x12 GONG. BEAM ,�
W/ 4+'S GON7 AND NEW CONC. F7G. J
i II II II II II II II II NEW 4" ONC, 5L EX15T. GONG. FTC.
tl II II II II II II 11 II II II II II II II II II II it it II II II it II II II II II II II II II II 4 "3EJ� 4" a/c AND, i (SEE PLANS)
II II II II II II II 11 II Il II II II II II I I II II II II II II II II II II I BAL.� 10' c/C I W/ "5 I' ° C/G L.W
I I - -
__ 11___I _ I II II II II III II 1 II III /, VARIES
1 .--lr ll -lr TI R Tr -IT II II II II II II I II �J II II II II II II II II II II II I LJi STARTER COL.
(�1 1I II II II II 1/I II II II lI lI I1 lI II I (BEYOND)
`-�{ / II II II II II II II II II II it II II II II � 11 II II II II II II II II II II
�ti I BOt7. OF EXISTING BEAM NEW FTC. EXIST. FTC.
I II II II II II I II II II III I I II II II III 1
1
DRILL 1FILL WITH PDXYOGfz&T'
115 JO( � H GE 8Y II II II II II II II Ii II II II II II II L I
II 11 II II 1 - 1 TYPICAL EACH BAR �I
tl II II II DASD �a)°PN 02 5.0 II II II II I n II a II II II II II a II II n'p
/, y(/� CsLA55 BLOCK � I���.�f � BEAM ELEVATION
III I II I I lI I, I I L -L11 i "5 DO WELS x 3'-0' LONG Q
-01,
I I _ �I�JJ_ _ J�IL _ L _ 1 _ 1 "5 IN BLOCK CELL FILLED 0 3/4'+I' 0" 15E1= PLAN)
_C3r1'x12' _ _ _ _ WITH 3.000 PSI PUMP-MIX, G,,r
F_ I LEAP ONE FACE OF BLOCK OPEN
� _ _ _ _ _ _ _ _ _ _ _ _ � � i i FILLED W/ GROUT - •°
1 _ If
'xl P.T. G / 5/8'm _ _ e GONG. "U" BLOCK i Cam`
P 1. (\
• I 2'x6' a 20'c/c 1 I ANCHOR BO TS is I ' c/a
- - - _= W. !'� CONT.
`J
LEDGER _ _Il 11 I = _ _ _ _-_ -_ -_ -_ -_ _ _ -- 1#5 DOWELS it 3'-0' LONG STUCCO FIN15H 1�
BOARD L-IL 11 1I I1 11 I) � ( TO MATCH EXI T. 8 NC, BLOCK WALL t� U
11 I -I I = _ _ = T = _ _ _ _ _ _ _ AND FILL 0 -42 DEEP
(2) 2'x6' 11 I II �1 .' AND FILL Wlt EPDXY GROUT, ✓ 'OIL (RILL a'm HOLES AND
-EXIST. CONC.
EXISTING SLA� / I I II I� -�-' II TOP OF EX15 NG FOOTING ` "5 NT. EPDXY 1"'5x12' 612'c)
� ► 11 � - - - _ - . P SLAB ° n/
III I4' II 11 II _ - - - -,- _�� - 1 I CAP. PL E
II 15/8~QLYWOOD OV II I I (SEES EOULE) lU
- - � (2) - 5/8 � U ANCH 5 I I
OPEN To � 1 SLAB' CONC. WELDED TO P
BELg1U�-/ 11 11 l2)2' x 8' g l6' �-
�\ i u i\-------------------�1 3'-0' x 3'-0' x 12'
N W 4' GONG 5 AB \� i 1 11 1 _ _ _ = T- - - H�� i 1 GONG. FOOTiNG W/ 4�5 - -- 1z OLE l TYPJ O
E L / II 11 n 1 1 OPEN TO 1 BOTT, EACH WAY At 11/2 ISOLATION JOINT
i PARTITION I 11 11 I - - - - — _ = I / I
r'Sg12 C/G � BELOW II II 11 II II _ _ _ _ I �� BELO � � COLUMN LOCATION � r•- � � r
r _ EXISTi(�!4\ �U r
u STA1 �\ (1 u 1 1 _ _ _ _ _ _ =a I / 1 6 l4) 5/8' BOL75
O cv � 1
TYPICAL TIE DOWN SECONDARY FOUR FIRST FLOOR
U / II 11 I 1- r 1 �� �� I NEW 16 x 12 CONC. FTC. (6' LONG)
`~ 0 �� \�� P.T. 5/8'� I _ -_ - - - - r �� �� 1 EXISTING EL. (SEE PLAN)
n n W. 2"5 aoTT. coNT.
- 2 x10 P. . L DGER _
� , - - 1 � � i FOOTING SLAB ON FILL
`) ANCHOR BOLTS 1' ' c/c - I �� I -x x x x x x-
_ EXISTINGz LAUNDRY ROOT"i I i
S' HIGH PARAPET _ _ _ _ 1 ��� \`� I STRUCTURE 7:7% VAPOR lJL r m
8" x12° CONIC. BEAM - - - - - - - - - - - - - _ - - - - i �' �� i 5/8' PLYWOOD OVER BARRIER �U m
W/ 4'5 GONt AND 1 _ 1 1 l2) 2' x 8' 16' c/c 1 11 ((}
"3TiES a 10' c/c _ _ _ _ = I \
I I I I 11 i t I I I I - - � I % \� I I� � Q "'-
I II 11 II II II II II II II II II II II 1 / � I
II II II II 11 it II II II 1 <1 QO
w I II it II II If II II II II II II II II II II II I _ _ �-C3y2"x12_ _ _ _ _ _ i '/ \\ • • • • • • !
--- - - -
-- -- -- -- -- -- -- -- --- -- -- _ _ 1 � � 2 x 4 I.UD. TOP PLATE �n j ___ __ __ ___ - r 1r
I�/ \\�� I
ao 11 (2) 2' x 12' a 16' c/c (TYP) it-I� (- l� � X11 I(�ll �l ---------- o
p I II II II II II II it II II II II II II II I II II II 11 II II 11 If I s �' '' t i
o I 11 II II II II II II II II II I 2'x6' 20'G aCHEDULED LL1 11
I It II II II II II II II II II II 11 11 II II II II II II
III II II II II II II II II I II III (TA-20 MTL. P W
63
` 5/4x6 PINi�I PRA IU I 3 loci x 1.5 LS a
m I II II II II II II it II II II II 11 II II II 11 1I 11 EXIST. BEARING PARTITI T M I
S I EEL COLUMN DETAIL
II II II II II II 1 11 11 11 11 11 11
�-, i II II II II II II II II II II II 11 11 ii II II 11 II II
III III II II I
It 11 II II II II II II II II II — 5 TIC N M>vz ENTRY N.T.S. rt
I II II II II II II II II II II II II II II II II II II 11 I II I II II II 11 II I I _ n
I I I I I I I 11 I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I 11 11 I I I I I I I I I I I I I I I WO D. ^jTU w,�"G/G
= II 11 II II II II II II II II II II II II II II I /: C O
III II I II II I II I I I I1 II 11 11 I II III
CD
II 11 II II II II I I I1 11 111 WRAP UND TOP t PLATE CQ�4TINUOUS DOUBLE
I II n
If It II 11 11 ii II II n II fl 16 1' WIDE WITH "1-10d, 2X4 PLATE.
I I I I EACH LEG.
I II II II II II II II II II II II 1I 11 II
It 2'x10' P.T. LEDGER W/ B/8'0 _
ANCHOR BOLTS 14' c/G II I I I I I I I I I I II I I I Q
., EL. • lU
ILL L I II I I n' 1/2° DRYIUALL � �
1 I I I I ( Y PIAL _ L1 LL _ _1J___ 1)_ I _I L � ' V
� I I I .1L. - LL -t - j -1 Q i1 2x4 FIRE STOP AT MID, HT,
cn STUD PLATE TIES BY
Cl NOTE HUGHES MANUF, MODEL (�
< TP6X w/ 10-10d NAILS.
w L2-2x4 HEADER WITH ,
Er INSTALL A MINIMUN 2x4 HORZ. WOOD (TYP. WHERE SHOWN•) O �-
F- O MEMB. FASTENED t0 I/2' PLYWOOD FILLERS. N
w WALL/PARTITIONS FOR THE 'l^
----� ATTATCHIl OF THE WALL HUNG 2X4 FIRESTOPS jL
PLUMB. FIXT, AND WALL CABINETS AS 2-2X4 STUDS EACH At MIDSPAN.
a 1/ " _ �'-0" SIDE OF OPENING.
cn
5ECONID FLOOR PRAMING PLAN 4 PER 2905.1 (NX1X2) BJ=.B.G.
� --- --
o ate
2 x 4 P.T. E50TTOM CI-IANNEL SEE PLANS 0�0-21-0�J
_�-- -
CD
'_ - WOOD B,46Eu0ARD STUD PLATE TIES BY Drawn
` ___ __ - CzLI ED TO GRYUJALL HUGHES MANUF• MODEL 2x4 P.T. CONT. W/ 3/8' m
i - --- TP6X W/ 10-10d NAILS. LAG BOLTS x 6' LONG a 12 c/c. JA/l�E
JGb
L 2009
J OL EL, to'-o'
w
TY F=. NON - A �' I N� PARTITION D T L
B E 1,4 I L N,T,5
Of 3�c;�ta
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