HomeMy WebLinkAboutDESIGN PRESSURES01109/2018.1:17pm inteml V:V'ro)ecW_Master Plan Sheet StorelWindows-Doors-ShuHemW00 Wind Charts\_Reterence12017 WiMIoad Charts Referances12017_b FBC WIND CHART.dw9
61h
'ASD'
EDITION FLORIDA
DESIGN PRESSURES
BUILDING
FOR
COMPONENTS
CODE (2017) ASCE
AND CLADDING
7-10 WIND VELOCITY=170 MPH I MRH> 50'
EXPOSURE V BASED ON Kd=0.85
I
ENCLOSED STRUCTURE, FLAT TERRAIN MRH - MEAN ROOF HEIGHT
� (SEE BELOW)
INTERIOR
ZONE(4)PRESSURES
EXTERIOR
ZON�PRESSURES
2
_
INSTRUCTIONS FOR TABLE USE:
4 1.IDENNFY THE ZO NE OF THE OPENING,�+N OR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE
URE BELOW LEFT OR INFORMMqq''��ONP O<I "Go Tair0U8P�J,TryERs.
1.1. ANY QUESTIONAEll PEIIINGiS� O BECONSI- %E ED THE MORE CRITICAL (EXTERIOR) ZONE
5. ��'
7R6��F�E(G
Mean
Roof
Height
DESIGN PRESSURES (PSFJ-20NE4
Mean
GO
, Ght
DESIGN PRESSURES (PSF)-ZO ES
Area of Opening
10 20 30
(Sq
_ :
r
Area of O ening
10 20 30
(Sq Ft 3
40 50
40
2. IDENTIFY THE BUILDING M V�EMGE Y FROM THE LOWEST GROUND ELEVATION. IF
MEAN ROOF HEIGHT CANN T1p/ FI D1USEdHE7PEAK (HIGHEST) ROOF HEIGHT.
ABLE
2.2. ALWAYS ROUNDUP ODFN ,TO NEXTZ'j*LE VALUE.
2. VALID FOR ALL ROO�SEO ElG SLOP AN ENGINEER FOR REDUCTIONS.
61-70 ft
-54.9
+54.9
-54.9
+54.9
-53JP58
+53.01.
2,
.., :1�
:
70 k
'100,6
+54.9
-100,6
+54.9
-95.5
+53.0
-91.9
+51.6
-89,0
+50.5
120k
-60.3
+60.3
-60.3
+60.3
-59.0.0_157
+58.26.7
+55.5
021 $
-110.5
+60.3
-110.5
+60.3
-104.9
+58.2
-100.9
+56.7
-97.8
+55.5
Gait
CALCULATE THE TRIBUTARYAREA_ E P��IN N U S IONASTHEGREATEROF(HEIGHT-
7H) OR THE SPAN LENGTH (HEIGHT)�AA)EFF E WIDTH OF 1/3 THE HEIGHT (HEIGHT - / 3).
3.1. USE TH E AREA BETWEENSTRUCTURAL"OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN
STRUCTURAL3.2.IFEMTRIBUTAR AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
(10 SQUARE FEET) SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER
170 ft
-64.0
+64.0
-64.0
+64.0
-62.7
+61.8
-61.6
+60.2
-
+59.0
170 ft
-117.4
+64.0
-117.4
+64.0
-111.4
+61.8
-107.2
+60.2
-103.9
+59.0
200 ft200
'65.9
+65.9
-65.9
+65.9
-64.5
+63.6
-63.4
+61.9
-62.6
+60.7
ft
-120.8
-120.8
+65.9
-120.8
+65.9
-114.6
+63.6
-110.3
+61.9
-106.9
+60.7
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
I ACCORDANCE WITH CODE.
S.FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
NOTES:
220 ft
-67.0
+67.0
-67.0
+67.0
-65.6
+64.6
-64.5
+63.0
-63.6
+61.7
220 ft
"122.8
+67.0
-122.8
+67.
-116.5
+64.6
-112.1
-308.70S.
+61.7%FIJIN
-124.7
+68.0
"125.5
+68.5
-124.7
+68.0
-125.5
+68.5
-118.3
+65.6
-119.2
+66.1
- 13'.
+ 5'-
- 4.
+64 `"
6 ,NED
,11.ST
6 ,AN
TABLES ARE TO BE USEDIN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7-10
HEREIN.
ESIGN IS BASED ON T2.4.1 AND HE 3 SECOND GU30 PART I OR ST (WIND VELOCITY0USING THE CRITERIA 8 THE WIND VELOCCITY & EXPOSURE SPECIFIED.
CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
THE RATED LIMITING WIND VELOCITY ABOVE.
TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLAT TERRAN USE ONLY. NO HILLS SHALL BE NEARBY AREA.
240 ft
-68.0
+68.0
-68.0
+68.0
-66.6
+65.6
-65.5
+63.9
-64.6
+62.6
240 ft
250 fI
68.5
+68.5
-68.5
+68.5
-67.0
+66.1
-65.9
+64.4
-65.1
+63.1
250 k
260 ft
'68.9
+68.9
-68.9
+68.9
-67.5
+66.5
-66.4
+64.8
-65.5
+63.5
260 ft
-126.4
+68.9
-126.4
+68.9
-120.0
+66.5
-115.4
+64.8
=111.INTERNAL
+63.5
PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
S.
U RICA E FACTOR) WITH LOCAL BUILDING DEPARTMENT.
HVHZ- HIGH VELOCITYUSE OF I(d HURRICANE
6. TABLES ARE FOR WALLAND VERTICAL SURFACES ONLY.
7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT SITE -SPECIFIC DOCUMENT.
S. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED ,
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
270 ft
-69.4
+69.4
-69.4
+69.4
-67.9
+67.0
-66.8
+65.3
-65.9
+63.9
270 ft
-127.2
+69.4
-127.2
+69.4
-120.8
+67.0
-116.2
+65.3
-112.6
+63.9
280 f[
-69.8
+69.8
-69.8
+69.8
-68.4
+67.4
-67.2
+65.7
-66.4
+64.3
280 ft
-128.0
+69.8
-128.0
+69.8
-121.5
+67.4
-116.9
+65.7
-113.3
+64.3
APPLICATION OF TM�E
9 THIS DOCUMENT ILLUSTRATES TABLES AND CORRESPOND NG W ND VELOCITY, EXPOSU EALLOWABLE DESIGN N& OTHER UCOEFFICIENTS LISTED RES (ASD) AS LISTED. HEREIN SHALL BE
DICTATED AND VERIFIED BY THE GOVERNING BUTWING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR
APPLICABILITY OFTHE USE OF THESE TABLES LLSSOOFFERED,HEREI_N.
70. THIS SPECIFICATION DOES NOT,pFFER-ANY4RODUTTAPPRO CERTIFICATION. EFERTO ANY SEPARATELY
SUBMITTED TEST CRITERIA AND OTHERrAppROVAUSIY7RDFSIG / STALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS TO, ME ER; ACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT PRdiECrTo 0 N}(NCES.
12. NO CERTIFICATION IS OFFERED �O{{V�TFiEINNjjEGRI %(�I,, E HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVIDEDi H.EREIN-PIOADDITIONA "CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
290ft
-70.3 -70.3 -68.8 -67.6
+70.3 +70.3 +67.8 +66.
66B
- -
-128.8
+70.3
-128.8
+70.3
-122.3
+67.8
-117.6
+66.1
-114.0
+64.7
10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M N� `ROOF PEAK ROOF
. GHi, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION.
L
5
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN
2
5
REQUIRED. ROOF
a ROOF ROOF HEIGHT
�a.T
HEIGHT HEIGHT
5
(5)
mDzmo''1°am
�o n m
p p 9 6 m.'T mm
Law(A^",a
'0 Na�m,n
�~90HA o
M�nnp -2
Z,-ZACtiG2�
-I L1--X110'. 0 n,
§Zzx
kVmp"D2 OF
zSP Cim, Z.
om
5 1 ® 5 ® VI ® Ya PLAN EW\v
a Q (5)COMPLEX
ELEVATION a a ISOMETRIC CORNERSO
�i
u
o
a
9
m
z
N
o
3
N
V
.)]
Ln
mREV
Q
INR `B
DES
TSB
0313/00512
6TH EDITION FLORIDA BUILDING C
'%oi
L 1
ASCE 7-10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
-ADJUSTED HEIGHTS
GSS
TSB
04/09/12
BEV2014FBC
DGM
TSB
06/10/15
UPDATES,2017FBC
FLB
FLB
12117
iHIepOC11MBRI5TiEPROFERiYOF DiCiNEF10NGE%PflE55,
AN06NVLN0TBEPEPROOIXIDNWNOIEOR PARTNIINOUT
Ni0I1B1 CONSDrtoFENGP✓EB1NGDffRESSUTERAnoNS.
�p W5m0R�LmVSf,N9YUFxrAENOT
ASCE 7-10
m j0 -n C7
(n ZO G)
m-43
>nnOw
0 N Z ( n
moz>
ULn rl T ? i
O-<
F
ENGINEERING
�`W� o
a- EXPRESS®
Imo
0 ro
COKPOM osna:
160 SW 12th AVENUE, SUITE 106
0
E,
2
\
DEERFIELD BEACH, FL 33442
P: (954) 354-0660 F: (954) 354-M3
9"
4
H r
o ILII IOV
LERt OF FUTH 119985
E: HELIA@ENGINEERINGD(PRESS.CAM
o
in F+
ENGINEERINGEXPRESS.COM
�`
00