HomeMy WebLinkAboutEngineering i
F-16 EtAK ROOF HEIGHT LESS THAN OR EQUAL TO 60af:
'OLESALE)
GREATER OR EQUAL THAN 12'-3"
I
7SITIVE NEGATIVE
E A.S.D. ULTIMATE A.S.D.
* INDICATED DESIGN WIND PRESSURES
41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
43.2 ZONE AND INTERIOR ZONE CONDITIONS
90.8 54.5 AND FOR ALL ROOF
44.9 94.4 56.6 SLOPES.
46 4 i 97.4 58 ** L = STORM PANEL LENGTH,
.4 ACCORDION SHUTTER
48.7 j 102.4 61.4 GLADE SHUTTER HEIGHT.HOR BAHAMA
50.6 j 106.5 63.9
109.9 65.9 PRODUCTS WHICH BEAR A
52.3 MIAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
SCE 7-f 6 - PEAK RODF HEIGHT GREATER THAN 60 FEET aK
ESALE)
eEoOf
12'-3"
A VE
A.S.D.
89.0 &Ap4 G SCHEMATIC
91.1
93.0
94.7
97.8
100.41 +le COPY
8 �A+iiiiilllllfiillil
102.81 ��A:. rj
104.9 .�` �' �GENs,tfdfj
�, "�.
106.91
`
F '
No, 44167
114.71 _* : * :*_
117.sj _
120.51 �y P
.�
12J.111 0 1D
125.31 �� S/U N AL
� ',�Illlllllflli111\\\\\\
I
i
I
2020 (71h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES
02020 TILTECO, INC ASCE 7-16 / WIND PRESSURE CHART M P
STORM PANELS, ACCORDION & BAHAMA SHUTTERS
DRAWN BY
i
RISK CAT. 9BLDGS 0612512020
L E C ® �N c. W/ND PRESSURE CHART DATE
TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
6J55 N.W. J6ih. Se. Ste. J05, WRc1NL4 r;DENS R.3J16620-117 RED BY I Phone:(J05f871-1SJO. Fox:(305)871-1551 EXPOSURE D, Kd = 0.85
C4-0006719 DRAWING No
WALTER A. TILL?Jr. P.E. REV.Na DE MMION I air I mv.No I zm m w aoE
FLORIDA Lic. j 44167 r I OLD 17-194 10612312=1 a
j 2 4 SHEET 1 OF 1
i
BUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONEN CLADD/N (P S F) FOR ASCE
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, V
PEAK Lx• LESS THAN 7'-9" AND
L*x GREATER OR EQUAL THAN 7'-9" s.
ROOF LESS THAN 12'-3" L
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MAT£ A.S.D. ULTIM
0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.
> 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.
> 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.
> 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.,
> 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.
97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87,
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING MS-F.) FOR A
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WH(
PEAK Lss LESS THAN 12-3" L=x GREATER OR EQUAL THA
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE A
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMA
> 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.
> 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.
> 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.
> 90' - loo' 973 58.4 178.4 107.4 89.7 53.8 157.
> 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.
> 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.
> 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171..
> 16o' - Iso' 107.8 64.7 197.6 118.6 99.3 59.6 174.;
> 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.
> 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.
> 250' - 3oo' 117.8 70.1 216.0 129.6 108.5 65.1 191.
> 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196..
> 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.:
> 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.
> 450' - 500' 128.8 77.3 236.1 141.7 118.6 1 71.2 20&
No
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-16, FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK CATEGORY BUILDING do EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT.
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREP
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEE1; ETC.).
I