HomeMy WebLinkAboutSand Dollars 37660I NOMX MFr 0IRAW x
SHEET NO.
TITLE
S-1
GENERAL NOTES AND INDEX OF 14 LSI`
S-2
Lc�ulr2�vurayryaTls3r.3� aN
S-3
GROUND FLOOR PLAN TIa Sl-
S-4
SECOND FLOOR PLAN �.
S-S
THIRD FLOOR PLAN
S-6
FOURTH FLOOR PLAN;
S-7
FIFTH FLOOR PLAN
8-8
SIXTH FLOOR PLAN
S-9
SEVENTH FLOOR PLAN
S-10
EIGHT FLOOR PLAN
S-11
ROOF PLAN
S-12
TYPICAL WALL LAYOUT
S-13
TYPICAL SECTIONS
S-14
WALL ELEVATIONS - WALLS i,2,3 & 4'
S-15
WALL ELEVATIONS - WALLS 516,7 & 8
S-16
WALL ELEVATIONS - WALLS 9,10,11
S-17
WALL ELEVATIONS - WALLS 1311411S & I'
B-18
WALL ELEVATIONS - WALLS 17,18,19 & 2,
S-19
SECTIONS AND DETAILS
S-20
STAIR SECTIONS
S-21
BEAM AND COLUMN SCHEDULES
m
GENE RQI�_NC]TES
�PECIFICATIONSs This striitture has been designed in accordance witn
a Southern Standard Building Code, 19a3 Edition and the applicable
tandards of the American Concrete Institute, 1977 Edition.
DESIGN LOADINGS This structure has been designed for the following
LOAD SELF WEIdHT OF ALL ELEMENTS \
LIVE LaAD 40 PSF SUITES; 10Q PSF PUBLIC AREAS; BC) PSF BALCONIES
LIVE 30 PSF MINIMUM; WIND OUTDOUND PRESSURE PER HEISt-iT ZoN
PER CODE FOR HEiCHT ZONE
CONCRETES All Concrete for Walls and Elevatsa Slope shall have a
minimum Compressive Strength of 4000 psi at as days. Pile Caps and
slab on grade shall have a,minimum Compressive Strength of 3000 psi at
28 days.
REINFORCING STEELS Bar Reinforcing Steel shall be ASTH Gracie 60.
Welded Wire Fabric shall have a minimum yield strength cf 72.5 kei
axcept 6x6-10/10 mesh where indicated shall have a minimum yield
strength of 60 ksi.
REINFORCING STEEL COVERt Reinforcing Steel shall have ttte fallowing
minimum concrete covert
FOOTING BARS 3
,',EXTERIOR WALL SURFACE 1 1/21,
INTERIOR WALL SURFACE 3/4"
SLAB ON GRADE 1 1/21,
ELEVATED SLABS 3/4Y1
'FORM REMOVAL Concrete shall have a minim "
2000 psi at time of form removal. Where fo
elevated slabs prior to the concrete attaln'
the farm system utilixvo places Anv apprecia
slab shall be reshored as approved by t'^Et e
FOUNDATION PRESSURES Foundation Piles havtp,bown
maximum pile load of 50 tons per Pilo. P
Cast type with a minimum diameter of 14 1
in accordance with the structural drawin
Ii
L MATERIALt Fill material shall be CIO
imurn optimum density of 110 pcf. Wherelding pads to grade, the material shall
t outside the building limit■ n. ayers 1
of Modified Proctor DensityA` s test
table compaction by a qualifi'
t reports shall be submitted to-
struction of foundation slabs. '
0
130S17469505 SCALE: A
DATE:jd.
JAMES L MATHIS ASSOCIATES ,
Canuvn.s [MWAEII
STUART/
CINL . BnNCiYpAL 6 GEOTECMMCAL
7770 W. OAKLANO PK. BLVD
SIDENT SUITE 403
JAMES L MAT I9. P.E SuNMSE. rLA 33321
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2iWFT NO. TITLE
F °1 GENERAL NOTES AND INDEX OF DRAWINGS
S-.Z. GROUND FLOOR PLAN .��W a C , 13_00
S-4 SECOND FLOOR !CLAN
S-5 THIRD FLOOR PLAN
S-6 FOURTH FLOG, PLAN
S-_7 FIFTH FLOOR PLAN
r_;-€i SIXTmot FLOOR "CLAN
2-9 SEVENTH FLOOR PLAN
a- 10 'EIGHT FLOOR PLAN
9--1 1 ROOF: PLAN
E--12 TYPICAL WALL L •ayou''i
S-"13 TYPICAL SECTIONS
'w3--14 WqLL ELEVATIONS -- WALLS 19v13 & 4
S-15 WALL ELEVATli'2+N •- WALLS 5,S17 n F
S--0 WALL ELEVATIONS -m WALLS 99 10o 11 071
3-17 WALL ELRVAf ION . « gLLS 13, 14„ :15 & 16
B-18 WALL ELEVAT7:i6NT &LUS 175 18, 1`S e:o
5-19 SECTIONS AND DETAILS
8-E0 STAIR SEC71ONS
S-21 PEr"M AND COLUMN qQ?r;D13L F
SPEC.IFICPTIONSi This stnuct re has bn&n oe -.. ., _ _. .
the Southern Standard Building Cade. AT&T Ec,n...,r^ ant ar=! a .l�
Standards Of the American i't:ncowte 'i tsF;t0s, :T77 __ition.
DESIGN LOADINGm This 0 hc. or^s has been reigns: n— .-a °vlla,Fa;
1 oadz i
DEAD LOAD SELF W ^,1 7H7 SIM QL4 E,_ T
FLOOR LIVE, LOAD 40 ;?SF
ROOF LIVE LOAD 10 0K
WIND LOAD PER CODE FCR sE y `.E
CnNCRE E: All Concrete !or Wails 6nj ..:ave an pjala a -'a.; •a v It
minimum Compressive St"a {s",...4 ,y, 4010 ,:*; sj ^ .., -, n. . a ., S
E:6 days
REINFORCING ;aTEELe bar Reirfr
Poland Wirm Fabric: shall Fawn a ..,ni°=,a-- g yap ._ ��; ` ,` kc ,
�P,#:3+�l"D.t trNG-0/10 'r esh wP t^. s .. _inate ... m� a CM1 Sa`'..
strength or 60 Psi.
REINFORCING STEEL COVERk .e,...'forcin. ZTwe< . .F
m,nimum concrete covar,.
FOOTING BARS
EXTERIOR WALL SURF?=
INTERIOR WALL SURFK;E w14.
SLAD ON
{'� GRADE
ELEVATED ED S'_ ABS 3
FORM REMOVAL; Concrete shtall r,a,v a
• �nL °` .ter ;„ psi at time of form removal, y:ne ti p
elevated zXabs prior to the ea a� art a
the foym system util IC°av Diane,a s.w,. ,?�..5 -, a
slab shall be read.—ee as aaporrep e
FOUNDATION PRESSUREa F'ondaaiion nijaa .,aYnee- a ;^v
maximum _�il0 Toad of 50 Tons War �'$�:a ..._s n«.0 x. r .,.�
Cost typp with a minimum dinIewtv of in ;-crew. Z-1,0*
ir accordance with ons _ , ... A, ns,_i,gs.
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DATE:
REVISED
JAMES L. MATHIS ASSOCIATES-------
CM,.YLNR9ER4rNEER STL.lART/JEiRJiL� ..iIV �EA�,
CIVIL I STRUCTURAL. GEOTEC14NCAL �� FLA.
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PRESIDENT SUITEU 9
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