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Wind Loads -Taira Towerw Club.xls l
-10 Wind Load hart-C PreJeoe- Tiara Towers page=
II Procedure (Chaptei 7) (seo'Design Calculations -FL' for original) Project 9- -000 000
Wind Velocity= [,,-;165 :I I
High-rises
Exposure = D". 1 Notes:
Risk Category II
Risk Category III 8IV
Risk Category = 11, V ultimate;
160 mph for Martin Co(eastof tumkpike)
170 mph for Martin Cc
Importance= 1.00
165 mph for Palm Bet all Exp "C" for HVZ
185 mph for Dade Co
Encloaed- yes or no ,yes_ �_ _ _ ; j
170 mph for Broward Co
("no" means partially enclo (type exact "y
" or "n.
175 mph for Miami -Dade Co
________jm
Rise= 0.6667
feet
Pressure Evaluation �h
Ight
qz "I" ;
Roof slope (enter)
101
5
69.70 1.00
Pitch Tangent Degrees
20
69.70 1.001 12.00
Q0.26 0.0208'
qz= .00256 'velocity "2 1
25
69.70 1.00
(controls) (%__elope
qh- .00256Kz'velocity ^2 ,
30
69.70 1.001 12
2:12 0.250
9
i
40
69.70 1.001
3:12 0.167
14
50
69.70 1.001
4:12 0.333
18
1
60
69.70 11.001
5:12 0.417
23
Hutchinson Island Club I
110
69.70 1.001
6:12 0.500
27
Tiara Towers, Ft Pierce -► I
140
69.70 1.00�
Selected qz' Kz' Kzt' I F5_435 ps�'(factared
_ --
x 0.6 forASD) (highlight selected cell)
.
Basic Design Pressure 0:60 en
erASO
factor
(or,
�.0 for
all ultimate loads)
Design Sketch: (enclosed)
,
I
(main force resisting system)
j
p
Windward wall.
! 10:80,
Leeward wall-
1
0,501
Windward roof uplift-
I..
0.90;
Leeward roof uplift-
1 0.60;
Endwalls(leeward)-
1 �'�0.70
-
Endwall (hangar door, windward)-
Pressure: 0.0432 ksf l,I
Suction: 0.0097 ksf
(copy to design)
Windows
length -
height=
i roof height=
Exposure "D'•a
Kz
Kzt
Kd
gz'Kz'1
1.03
1.00
0.85
61.02
1.08
1.00
0.85
63.98
1.12
1.00
0.85
66.36
1.16
1.00
0.85
68.72
1.22
1.00
0.85
72.27
1.27
1.00
0.85
75.24
1.31
1.00
0.85
77.61
1.38
1.00
0.85
81.76
1.62
1.00
0.85
90.06
bo_v_e_) __ P. 68.35 psf 42.14 psf
Design, 1
0.18 52.951 1
0.18 36.74!'
0.18 68.351 - 0 (enclosed) ---�
0.18 42.141 52.95 _ 36.74
I Cpi= _ '0:18
0.18 47.551 lass un• rateded
________�_j Transverse wind
Roof Pressure Diagram
and Danm!
Zo4a 5 Pressure Chart
Area s Factors +or-
<=,10
(.18+1.40)
85.4
<= 20
(.18+1.30)
BOA
<= s0
(.18+1.15)
71.9
r_100
(.18+1.05)
66.5
21
.18+.95)
61.1
Wind. and nn -
Zone 4 Pressure Chart
Area (so Factors +or-
<= 10
(.18+1.10)
81.2
<= 20
(.18+1.05)
66.5
<= 50
(.18+1.00)
63.8
<=100
(.18+.92)
59.4
<=200
.18+.88
67.3
ASCE7-10-C
topographic pat (ultimate)
Interpolation guide.
valuel- , 90.05 from above
1.06 90.05 psf (ultimate)
value2- 90.05from above
global coo
rd ales:
x
z
(see wall diagrams below)
Note 1: Cladding components based on 15 af.
Note 2: GCp programmed per slope, gable, or hip.
Components 8. Cladding
Zone Claddinq Framing
Overhang
(cladding
1
66.4
47.9
n.a.
2
99.6
69.6
132.1
3
142.8
112.8
207.7
4
69.2
69.2
6
85.4
80.0
page=
2
q WiAlvis 70 6' Yc��kcelJ
NOTES` '
ski 1
I. INTERIOR UNIT DIMENSIONS ARE TO UNFINISHED FACE OF BLOCK WALL
OTHER INTERIOR ROOM SIZES ARE TO FACE OF NDSHED WALLS
2. ALL ANGULAR WALLS DEFLECT AT 45 DECREES OR APPARENT INCREMENTS THEREOF
a PERIMETER WALLS ALIGN WITH UPPER LEVELS
4• LIMITED COMMON ELEMENTS ARE DEPICTED BY CROSS HATCL9NG
UNIT TYPE "B"
TBARA TOWERS, A CONDOM MUM
0 R 863 PACE 751
Rn OLsrnnwnw wa AF'ftS'E➢
A UPMTED PER MO COMMENTS 12/02/13 ILL
B AOOEO CHART FOR MOD INSTALLATION 07/14/15 R.L
NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th, EDITION INCLUDING THE HVHZ. 1,UG'♦;EtlH.1&. 6i5ldQ5�t$
2. WOOD FRAMING AND MASONRY OPENING TO -BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO,STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16, FO INTO METAL STRUCTURE USE GRADE 5 #14 SMS OR SELF DRILLING
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
X SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
a 17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
TO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SMALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
5. COD BUCK THICKNESS IS 1-1/2- OR GREATER, 8 K SHALL BE SECURELY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, WITH Fm- 2,000 PSI. MINIMUM.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS 1/8" THICK MINIMUM.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19• APPROVED CONFIGURATIONS: OX. XO, XOX.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EMEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED. h
PROVIDED.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE SHALL
1/BE A GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO LOADS,
1/4°,
9, SHIMS SHALL BE MADE FRO r MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
LOCATED AND APPUEO IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: ALUMINUM T 12. UNITS MUST BE GLAZED PER ASTM SEE SHEET 8 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SCANNED
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH BY
SUFFICIENT LENGTH TO ACHIFrVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE WITH St. LUCID. County
1/2° MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS. 'I
i I
TABLE OF CONTENTS
SHEET NOT DESCRIPTION
2 - 7 ELEVATIONS AND ANCHORING
8 - 1D� B.O.M. GLAZING DETAILS AND CROSS SECTIONS
11 -141 1 INSTALLATION DETAILS
riLoor On;Zc:PI.3�•�
4070 HORIZONTAL ROWNS WINDOW
XOX, x0 & Ox
NOTES
08-01969
SIGNED: 0630/3016
6' MAX -
64'
MAX
FRAME
HEIGHT
SEE
NOTE 257*
HIS MAX MAX
SHEEP DLO
_ 75' MAX FRAME WIDTH
SEE NOTE 2 THIS SHEEP
.I
5' MA,) TYP
F-,':l
2'llA% 1YP
6'MAX
G'MAX
ANCHORS TO BE
EQUALLY SPACED
REFER TO CHART #3
ON THIS SHEET FOR
NUMBER OF ANCHORS
REQUIRED
6'MAX
33 1/2T DLO -.{ yl
MULL ANCHORS
TYP
DESIGNPRESSURERATWG 1, IMPACTRA7WO
380.OPSF �GE'WD5
MLS.SI(F/MP InT
DESIGNPRESSURER47ING
IMPACTRATWO
263.7PSF
LARGEANOSMAIL
MISS/LE/MPACT
RMIONS
�Rn DBscR3•rAx aTB APP+om
Ir A UPDATED PER MD COMMEMM 112/02/13 I RL
i B ADDED CHART FOR WOOD INSTAUATION 107/14/15 R.L.
CHARTH
FOR METAI, AND M4SONRY=NCRETEINS7ALLA77ON
Ma3dmum dedl
n
Fame
RnoNlAtn In
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no
a
ea00
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7100
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90.0
Ba0
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no
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®10
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BOA
MO
30.0
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420
no
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9a0
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BOA
80.0
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B0.0
D
ILY
BOA
BOA
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80.0
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80.0
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FOR WOOD INSTALIAT)ON
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00.0
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80.0
80.0
80.0
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BOA
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80.0
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BOA
WA
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BO.D
BDA
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ifl2
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93.0
80.0
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79A
79A
70.9
709
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9
1
3
1
2
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4
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3
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3
4
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2
3
l
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3
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3
4
4200
3
4
1
3
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7NEEONEW : SLOTLOC4TE08'FAOM EACH PRODUCT REVISED 4070 HORIZONTAL ROLLING WINDOW z* 0 r'1tl
END ONSILL FRMAE. 6mla nD Lai Flu uoFl XO%, %0 8: 0% a ¢�
2 DIMENS/DNSSHOWNDONOTINCLUDE No". 15-0723.08 OX, 0% ELEVATION O:'�� liu:
AFUNDE. PoDD 1-114- OOVERALL DIMENSIONS. E E.D1r Pn bate 2009 DRriBx: DwD No REV 16".4 :OR10;`ep�C4NB\,
MI. P srxB are OB-cG�9fi9 B /V//, �QNAI.IEaN
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yam_.
6' MAX -
A
74°MAX
FRAME
HEIGHT
SEE
NOTE 2
THIS 57"
SHEET MAX
OLD
33
FOR
75' MAX FRAME MOTH _
SEE NOTE 2 THIS SHEET
i
5 MAX TYP
3 MAX
F- 3-MAX
DESIGNPRESSURERATING
IMPACTRATWG
LARGEAND$111ALL
490.01-130.OPSF
MISSgE1MPAC7
MISSILELEVELD, WWD ZONEI, AND HvK
W/1HGLASSCAD
SEECHARTS4AND6
WEEPHOLES:
1. ONE WEEP SLOT LOCATED 9' FROM EACH
ENDONSILLFRAME
2 DIMENSIONSSHOWNDONOTINCLUDE
FLANGE FOR UNIFS WITH FLANGEFRAME
ADD 14/4'70014ERALL DIMENSIONS
- 51' MAX
1
6' MAX
I
�
ANCHORS TO BE
EQUALLY SPACED
X
REFER TO CHART #6
ON THIS SHEET FOR
NUMBER OF ANCHORS
REQUIRED
MULL ANCHORS
TYP
FOR WOOD INSTALLATION
DESIGN PRESSURERATWG
IMPACTRATINO
t762PSF
LaRGEAND SMAIJ.
MISSIlElMPACT
MISSa.E LEVEL D, WIND ZONE 4, AND HVHZ
WITH GLASS C A D
SEECNARTSSANDS
B om
REV
Of cWPoH
0.1TE
NPPSR9
UPDATED PER ND COMMENTS
12/02/13
li
R.L
I
rA
6
ADDED CHART OF WOOD INSTALLATION
07/14/15
R.L
CNARTH
FOR METAL AND MASONRYADONCRETE INSTALLA770W
Medmgm dedgg
Prw (PA
Ran
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4070 HORIZONTAL ROLLING WINDOW
XOX, XO & OX
OX, OX ELEVATION
SIGNED: OWO2016
6" MAX
I 112' MAX FRAME WIDTH
SEE NOTE 2 THIS SHEET
i
it 5' MAX TYP -
13'
11-MAX
rO.c
I A
64' 1
MAX
FRAME
HEIGHT
SEE
NOTE 2 L_Y7
THIS
SHEET
57'
MAX
DLO
32 7/8' DLO 33 1/2' DLO
4070 HORIZONTAL ROLLL
XOX EQUAL LT
EXTERIOR WEW
OESIGNPRESSURERATWG
IMPACTRARNG'
t80.OPSF
LARGEAND TGWU
MISSILEIMPACT
MLSSILELEVEL D, WWO ZONE4, ANDNVNZ
WITHGL1SSA A S
SEECH4RT87AND9
II
WEEPHOLES:
1. ONEWEEPSLOTLOCATED9'FROMEAC
ENDONSILLFRAME,
2 DIMEMSIO1VSSHOWND0NOTINCLUDE
FLANGE FOR UNITSWLDI FLANGEFRMBE
ADD 1.114' TO OVERALL DIMENSIONS.
B
5' MAX TYP
- 3" MAX TYP
-{
5' MAX
1
6' MAX
r
I
ANCHORS TO BE
EQUALLY SPACED
X
REFER TO CHART #9
ON THIS SHEET FOR
NUMBER OF ANCHORS
REQUIRED
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MULL ANCHORS
TYP
FOR WOOD WSTALLA7/ON
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