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!STRUCTURAL NOTES
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STRUCTURAL NOTES:
1_._ L0.PDS
` Roof 30 sf
Elevator Capacity 10,000 lbs
Wind (South Florida
Code Table 91/6)
z 2. CODES
54 South Florida Building Code
Al.:41
Igi �u Building Code Requirements for
Reinforced Concrete (ACI 31E-71)
o
�11 I--- d gq oN 3. MATERIALS
(� FL oPE3Vn�CYj ~' Concrete: All concrete shall be nornal
I ! -
- weight ('VSD Type) with a minimum
'; — _. --44- compressive strength of 3000 psi at
26 day of age.
�'.K r,,,. 1 -- — -- - - j
cinf-:•cin Steel: All reinforcino
Pr-r CTOLv.I h 1- ---
SreEl N ' oars shall be new billet stock.
_ L?DD :v GONG ix� PTz. conforminct with ASFM A615 grade 60.
I - �c >rri�`T ticr�s�• ;I Defonnations shall be ASTM A305. Submit
Shop drawings for approval.
' i [-x NA LIST .F,An.d . - - 1►. I
Concrete protection for reinforcing bars:
- - , 14 �I-+I�n 12 The f -- a The following concrete cover stall be
provided.
7— j— --1 31u I J = Footings 3 inrl-
41 _<.>
Beams & Columns
rz `:cites
- — } j lialls & Slab 3/4 inch-
v A >
4. SOIL BEART � CAPACITY��
+ ._
All footTn ;,hail bear on sound soil of
3000 ps* s ie bearin-, capacity.
b -
— SaI "IO`d & BACKFILL
1 I IZi`I'vV� S7-OF �, Q All excavations shill be kept dry.
n) 415; v +r�I.�c -, { j Excavate to depth and dimensions indicated.
_S j.._ �� W Take every precaution to guard against any
8 �tt,1 v
s,F' �� I> '+ _ ? movement or settlame•nt of adjacent structure,
'd� 1 utilities piping, etc. Provide any bracing
--
J - y_ or shoring necessary to avoid settlement or
rl r + - _ r p displacement of existing foundations or
��� Lz structures.
++^fin-. Hoist way foundation may encroach with the
C4P v, r-L.v,>v (ASTxte 3�) ! I„ v existing huilding foundation. Contractor
�c i�b2 LABF-L Coe..? ` 24G -� r_ W�Fu5+`6'4E to investigate this condition and report
5lJG "GG i_iYP. � L! 1r1.1�C-1CS COP2 GLtS? (
tp"TyP.) 15'xGlxILL C9r15� to the engineer.
LA Obtain approval before starting backfill
,_, operations. Lrackfill in horizontal layers
Imo' maximum of 12" thick. Compact to 95%
_+`T OLec u, e` maximum standard Proctor aensity, Place
backfill summetrically, taking care to
prevent eccentric loading„
6. MECHA11CAL - ELEiTRTCAI_ & ELEVATOR DWGS
----------------
Refer to mechanical, electrical and/or
elevator drawings for additional information
as to openings, sleeves, embedded items,
L L E V A
-. % fib. _. ;"`.j = inserts, etc.
7. SECT?ONS DETi n NrvtES
All sections, details and notes shown on the
drawings ire inte=aed to be typical and
shall apply to similar situations elsewhere
unless otherwise snown.
I44 55 cn HOISTWAY
- --
�1E4� I`•rlI 1j
lei Si<UIpE1OUXIY Has been designed as a free standing
•-' 9�c15 Fr,aME <_4aLv. - I I I structure and impose no 'load on existing
opre� F<v3, v �._ -D A P P R 0 Y E D structu+e:
fYPi x 3 { Overturning safety factor -
' � �,y�•�
_ L Haximum _'oil pressure (under lateral
r s { I -LA +,L c >+,r... load) = 3000 psf
o _ SLAB O'1 rRADE
Pfou. ) QT0 N,.'vv --- --
i ,rmcm. � 1 Shall be�o" thick, reinforced with 6 x
S1113MT'W. 6 10/IG galy• W.W.F.. Slah shall be placed
_� Tf+E+?TANam lL over sand or granular f ti :material
_� ; i oe�urnx DUE �T Zq " compacts d to 95 density.
10. COLUMN REINFORCtgn
Col. MK A - 4'5
_ �]N�PEc DULE B 43+5
`.. C - Base to Elev. 39'6"
I a,
Cr n pn North ofb6rRL,ali➢a�ore 3 5 - E1ev- 39 oto Roof
South of Oran Ave — Call befi a 10
-Rise to Elev
li�rx�xl�_ n
7As Elee 39'6" to Roof
i O 1NSPECTICNS C :�" e Focolumn dimension an:! bar crrancement
plan.
LESS1 A p�
PLANS ON SITS. Splice column bar 49 bar diameter
#3 hies at 12" oc all columns
aJ STRUCTURES PE
EN. Extend vertical bars in columns
Oil PUBLIC EASGAENTS MK C &(' to shaft foundation
LA
"Jildiry . m S' e¢ of al moift r�d REVISIONS —
zgetation and Trell raT., amid ift !Ij i#
vibratory) tampaf fin 6" trts yvht ariisiim m tickBY
�� Bevis'.<,,..,s ' St. Lucie
of � p,,as each way per rit County
� C Lo U r T1- L 5 LIJ L
_ N= II FRANCISCO J. SALAORIG AS, P E.
-- J STRUCTURAL ENGINEER
SCALE: APPROVED BY: DRAWN BY �.vc,
DATE: REVISED
ELF
T>I - ,
I DRAWING NUMBER
r3
f � AN
]4%J6 PRINTED ON NO. 10O H CLEARPRINT