HomeMy WebLinkAboutDESIGN LOADS FOR COMPONENTS & CLADDING2018 - 1:17pm intemi V:\Pmjects\_Master Plan Sheet Store\Windows-DoorsShuners\400 Wind Charts\_Reference\2017 Windload Charts ReferencesWO17 b FBC WIND CHART.dwg
61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY =170 MPH L MRH > 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85
ENCLOSED STRUCTURE, FLAT TERRAIN MRH= ME AN ROOF HEIGHT
INTERIOR ZONE4IPRESSURES 1 EXTERIORZONfiSiPRESSURES \i/(SEE BELOW)
Mean I DESIGN PRESSURES (PSFJ-ZONE4 _ Mean [DESIGN PRESSURES (PSF)-ZO JES
Roof Area �-f Opening (Sq 4 - f Area of Opening (S Ft 3
Height I 10 I 20 30 40 �Ir5 ; T��1'�vgignt 10 20 30 40 50
-54.9 -54.9 -53.7 52. -100.6 -100.6 -95.5 -91.9 -89.0
61-70k _. _ _. _ __ _ _. -70k
120 ft
120 ft
+60.3
+60.3
+58.2
+5 7
+55.5
.��
+60.3
+60.3
+58.2
+56.7
+5S.5
-64.0
-64.0
-62.7
-61.
-
-117.4
-117.4
-111.4
-107.2
-103.9
170 ft
170 ft
+64.0
+64.0
+61.8
+60.2
+59.0
+64.0
+64.0
+61.8
+60.2
+59.0
-65.9
-65.9
-64.5
-63.4
-62.6
-120.8
-120.8
-114.6
-110.3
-106.9
200 ft
200 ft
+65.9
+65.9
+63.6
+61.9
+60.7
+65.9
+65.9
+63.6
+61.9
+60.7
-67.0
-67.0
-65.6
-64.5
-63.6
-122.8
-122.8
-116.5
-112.1
- 08.2
220 ft
220 ft
+67.0
+67.0
+64.6
+63.0
+61.7
+67.0
+67.0
+64.6
61.7
-68.0
-68.0
-66.6
-65.5
-64.6
-124.7
-124.7
-118.3
240 ft
240 ft
62.
.1
+68.0
+68.0
+65.6
+63.9
+62.6
+68.0
+68.0
+65.6
-1192
LI
-68.5
-68.5
-67.0
-65.9
-65.1
-125.5
-125.5
250 k
250 ft
+68.5
+68.5
+66.1
+64.4
+63.1
+68.5
+68.5
+66.1
-68.9
-68.9
-67.5
-66.4
-65.5
-126.4
-126.4
-120.0
-115.4
- =11
260 k
260 ft
+68.9
+68.9
+66.5
+64.8
+63.5
+68.9
+68.9
+66.5
+64.8
+63.5
-69.4
-69.4
-67.9
-66.8
-65.9
-127.2
-127.2
-120.8
-116.2
-112.6
270 ft
270 ft
+69.4
+69.4
+67.0
+65.3'
+63.9
+69.4
+69.4
+67.0
+65.3
+63.9
-69.8
-69.8
-68.4
-67.2
-66.4
-128.0
-128.0
-121.5
-116.9
-113.3
280 ft
280 ft
+69.8
+69.8
+67.4
+6S.7
+64.3
+69.8
+69.8
+67.4
+65.7
+64.3
-70.3
-70.3
-68.8
-67.
66.8
-128.8
-128.8
-122.3
-117.6
-114.0
290 ft
ft
+70.3
+70.3
+67.8
+66.
+
_
i
+70.3
+70.3
+67.8
+66.1
+64.7
f 1. IDENTIFY THE ZONE OFTHE OP NING j�{NNTT1p.TR1Of (ZONE 4) OR EXTERIOR (ZONE 5) PER THE
URE BELOW LEFT OR INFOR 101" OVIDED,TaI'OUA1�- , ERS.
t
. ANY QUESTIONAB O r �E'GDN51 /. D THE MORE CRITICAL (EXTERIOR) ZONE
(�mft
ENITIFY THE BUILDING M A . VE_ G T FROM THE LOWEST GROUND ELEVATION. IF
EAN ROOF HEIGHT CANN Tr�Ed_ NPPI'iDjU F+TH PEAK (HIGHEST) ROOF HEIGHT.
Z . ALWAYS ROUNDUP 0 F[EiGk}L4rT0.NFXTJjIt$IE VALUE.
. VALID FOR ALL R00 S ` §S: fOgSLOF� SEE AN ENGINEER FOR REDUCTIONS.
ALCULATE THE TRIBUTARY-AR1; HE"FNUEEST[ON AS THE GREATER OF (HEIGHTH) OR THE SPAN LENGTH (HEIG 'T EGfIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT / 3).
U U 3.1. UTURASE
LHMUIAREA
LLSBETWEEN
STRUOLUMNS, ETC. CTU 'OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN
STRUC(� 3.2. IF THE TRIBUFARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
J (10 SQUARE FEET) SHALL BE USED.
+ram: 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER
♦♦ TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
` O ®READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
IN ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
E TO BE USED IN
AND CHAPTER 30
BASED ON THE 3
4. INTERNAL PRESSURE COEFFICIENT
S. VERIFY USE OF Kd (DIRECTIONAU`
HVHZ - HIGH VELOCITY HURRICM
6. TABLES ARE FOR WALLS AND VERT
7. THIS DOCUMENT IS A MASTER PLA
8. THIS DOCUMENT IS ONLY VALID V
OF THESE TABLE VALUES WHICH
11. ADHERE TO ALL LOCAL IMP
12. NO CERTIFICATION IS OFFI
13. EXCEPT AS EXPRESSLY PRC
SLLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10
IE CRITERIA AS OUTLINED HEREIN.
fELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
ED FOR SAFE PRESSURE RATINGS.
OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
USE ONLY. NO HMS SHALL BE NEARBY AREA.
FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
LOCAL BUILDING DEPARTMENT.
DOCUMENT.
& RAISED SEALED
1RES (ASD) AS LISTED. APPLICATION OF THESE
COEFFICIENTS LISTED HEREIN SHALL BE
AND PERMIT HOLDER. NO WARRANTY FOR
INTERIOR ZONE(4), EXTERIOR ZONEtS RQIDF HEIGHT EXPLAINED LEASTLEAST HOIu2oNTAL C. m m z m o T r � m n ; wA ®�
DIMEI NSION I _ mmOif i;l-'m L100
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% 0-1UN ROOF 4IFM
EAK ROOF z O 2' 3- m X 2 �T O LL
a m Dmmm
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THANHEIGHT 5 5 m o m o 3 O r-I
HORIZONTAL DIMENSION OR 3FT. USE ZONE S IF AT ALm m " Z L)
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPMEAN5 4 rA O m m O y Z m m2ymOXp/ BiREQUIRED. MEANAVE ROOFm OOmAy3yOR°p.Z. ti D DM `HEIGHT 'IIr'a aROOF 2OF \ razny�zOz��20ut TTI�-I r ;nHEIGHTHT N D O r_mOn m 50 C'm meneznm mDl'Innn DO'OO yLlzO is o m �F zrr ~ O® 4 �'a PLAN VIEW 4 G�z�.m.oy��m m ,vmC7 En OmiCOMPLEX Lu
m �O�>ISOMETRIC CORNERS \ O m '^ m w reo T D (A O r �l
ELEVATION yY Ya 5 50 p R' o as -I p ': ®
16
o REMARKS DRWNCHKD DATE m ur
g 6TH EDITION FLORIDA BUILDING CODE ENGINEERIN 0`tiA° m�
D O INNISSUE GSS TSB 03/OS/12 i o oz
m 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 `\ _ o o ar
r °
EXPRESS® W ox
m REV 2014 FBC DGM TSB O6/10/15 o M m
UPDATES, 2017 FBC FLB FLB 12J17 ASCE 7-10, CHAPTER 30 R>oure arsine: ° 3 Q min
z 160 SW 12th AVENUE, SUITE 106 m
w V - DESIGN LOADS FOR COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 m., m z
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