HomeMy WebLinkAboutDESIGN LOAD FOR COMPONENTS2018 -12:22pm Inteml VAProiactsl-Master Pfan Sheet StmIWlndo�Dwm-ShLdtersW0D Wind Chart3% Reference�2017 Windload Charts Ref
6 Ih EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
INTERIOR ZONOPRESSURES
Mean
DESIGN PRESSURES (PSF) - ZQf4E
4
Area of 07ning
(I I
-
Roof
Height
10 1 20 1 30
T 40,411
-46.4
-44.4
-43.3
-42.
0-loft
+42.7
+40.8
+39.7
+38.
3
-49.8
-47.7
-46.5
-45.6
�45,1'01
ft
+45.9
+43.8
+42.6
+41.7
+41.1
-52.3
-50.1
-48.9
-48.0
-47.3
20ft
1 +48.2
+46.1
+44.8
+43.9
+43.2
-54.8
-52.5
-51.1
-50.2
-49.5
26ft
1
+50.5
+48.2
+46.9
+45.9
+45.2
-56.1
-53.8
-52.4
-51.5
-50.7
3oft
+51.7
+49.4
+48.1
+47.1
+46.3
-57 ' 9
-55.5
-54.1
-53.1
-52.4
36ft
+53.4
+51.0
+49.6
+48.6
+47�8
-59.0
-56.6
-55.1
-S4.1
-53.3
40ft
+54.4
+51.9
+50.5
+49.5
+48.7
-60.2
-57.7
-56.3
-55.2
-54.4
45 ft
+55.5
+53.0
+51.6
+50.5
+49.7
_61.3
-58.8
-57.3
-56.3
-55.4
so ft
+56.6
+54.0
+52.5
+51.5
+50.6
-62.4
-59.8
-58.3
-57.2
-56.4
ss ft
+57.5
+54.9
+53.4
+52.3
+51.5
60 ft -63.3 1 -60.7 1 -59.2
1 +58.4 +55.7 +54.2
21 FEXTERIOR
WIND VELOCITY= 170 MPH MRH5 60'
EXPOSURE'D' 13ASED ON Kd = 0.85
ENCLOSED STRUCTURE, F1 ATTERRAIN MRH = MEAN ROOF HEIGHT
(SEE BELOV4
UCTIONS FOR TABLE USE:
ftan DESIGN PRESSURES ( SF) - ZONE 5 DENTIFY THE ZONE OF THE OPENIN%§TINTEElOR-(2QNE 4) OR EXTERIOR (ZONE 5) PER THE
Area of Opening (Sq Ft 6 W. URE BELOW LEFT OR 'NFO&I EIO" OVIDEDmtdZYO" ERB.
f I.I. ANY QUEETTONAB RED THE MORE CRITICAL (E)CrEFUOR) ZONE
D I
i'rilght ntlO* 1 20 1 30 40 50 VIROM
0
2 1 FLIR THE LOWEST GROUND ELEVATION. IF
X
-57.2 -53.4 -51.1 -49.5 -48.3 1 PEAK (HIGHEST) ROOF HEIGHT.
2.1. ALWAYS ROUND U%bFNEGW9 I M As
+42.7 +40.8 +39.7 +38.9 +38.3 _ IlOEfES-KRlbTP" ' I !j U
;2 2. VALID FOR ALL ROO S! O'�M=,51.1611itk E AN'iNGINEER FOR REDUCTIONS.
. I %U D,
3 *CALCULATE THE TRIBUTA&WEAL E PEMN N U SlION AS THE GREATER OF (HEIGHT
-61.4 -57.3 -54.9 -53.2 -51.8 9TH) OR THE SPAN LENGTH (HEIGMT)5�EGFiVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 3).
15 ft +45.9 +43.8 +42.6 +41.7 +41.1 3.1. USE THE AREA BETWEEN STRUCrUOVOPENINGS ONLY- THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS, COLUMNS, ETC.
-64.6 -60.2 -57.7 -55.9 -54.5 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
20ft (10 SQUARE FEET) SHALL BE USED.
+48.2 +46.1 +44.8 +43.9 +43.2 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE, FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
26ft -67.6 -63.0 -60.4 -58.5 -57.0 �4)READ OFF POSITIVE AN D NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
+505 +482 +46.9 +45.9 +45.2 ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
I _E69 63;634.64 -61.9 -60.0 -M.5- 1.18. VERIFY Rd REOUIREMENTS WITH LOCAL MUNICIPAUITY PRIOR TO TABLE USE.
71. 5
-66.7
-63.9
_' i
I TA ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10
ON 2.4.1
VP AND CHAPTER 30 PART I OR 3. USING THE CRITERIA AS OUTLINED HEREIN.
36ft
+53.4
+51.0
+49.6
ja�Ej
V+_W.6-j
7
, 'J.
DESIGN IS BASED ON �E 3 SECOND GUST (WIND VELOCTI`Y) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
111,0ill
PST 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
-72.8
-67.9
-65.1
3.
- .5
40 ft
-44
TH AN THE RATED LIMITING WIND VELOCITY ABOVE.
+54.4
+51.9
+50.5
IN
TOPOGRAPHIC FACTOR lot-1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA.
WF r
4: INTERNAL PRESSURE COEFFICIENT (GCpl -+/-0. 18) FOR USE WITH AN ENCLOSED S RUCTURE ONLY.
-74.3
-69.3
-66.4
-64.3
6 2,1
45 ft
S. VERIFY USE OF Kd (DIRECTIONALITY FAUOR) WITH LOCAL BUILDING DEPARTMENT,
+55.5
+53.0
+51.6
+50.5
+49.7
HVHZ - HIGH VELOCITY HURRICANE ZONE.
6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7 THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT.
soft
-75.7
-70.6
-67.6
-65.5
-:6 .9
+56.6
+54.0
+52.5
+51.5
+50.6
8: THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
THIS DOCUMENT ILU157TRATES ALLOWABLE DESIGN WIND PRESSURES (ASO) AS LISTED. APPLICATION OF THESE
-77.0
-71.8
-68.8
-66.6
-65.0
55 ft
TA LES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE
+57.5
+54.9
+53.4
+ .
+
DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR
APPLICABILITY OF THE USE OF THESE TABLES WDFrZRED HEREIN.
I ZTfAP CERTIFICATION. REFER TO ANY SEPARATELY
10. THIS SPECIFICATION DOES NOTFFEER-A �PRODL PRO"X
729
-69.8
-67.6
-66.0
-
1+782
�D
SUBMTTTED T WPR I STALLATION INFORMATION AND APPUCABILrrY
5�. 4
+7
5� .71+54.2
+53.1
+52.3
_
� ACCORDANCE WITH GOVERNING CODES.
OFTHESETAE I BEVEW"WI I
11. ADHERE TO ALL LOCAL IMPACT ) IT S ON, ANOE
� IAIE I S
WO
'5GIU
F4. H, kRUCTURE.
12. NO CERTIFICATION IS OFF ON
):JROTECTIO
t MER 15 %OF
10 I - �A 'N ,
13. EXCEPT AS EXPRESSLY PIR DDM NA �CERTIFICATIONS OILAFFIRMATIONS ARE INTENDED.
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST
HORIZONTAL DIMENSION OR 3Fr. USE ZONE 5 IF AT ALL IN QUESTION.
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF
REQUIRED.
a ROOF
HEIGHT
5 C
C:)
C)
b
51
Kft�KKb
WAM
NITISSUE
GSS
TSB
03105P
REV - ADJUSTED HEIGHTS
GSS
ISO
04109/1
REV 2014 FRO
DGM
TSB
06f1011
UPDATFS,20i7FBC
FUB
FILE
12117
IGHT EXPLAINED TAL cw-wzwvam�;!mn
PEAK ROOF 'm X _171
HEIGHT C5 0
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Ab
0 ;5
5 4 '0 wv> w- Z� m -A
0
EAVE HEIGHT am n -4 > >
0
ROOF 5RzmPGq>'a m m --i r- `/�
H I . z 8
EIGHT > 1; � � � F - � " = n C3 -
z a z =j 4 z m In 0
>
5 9 14 n N 2
,,,a �r , ' q 0 c z
4 a PLAN VIEW\ 4 z M @ I!x a
r >>Hzwomw 0 -
'z!z � . m a
COMPLEX
ig X , H z
ISOMETRIC
a CORNERS 5 9
6TH EDITION FLORIDA BUILDING CODE E
gSRINEEFLING 99HR 0
ESS
ASCE 7-10, CHAPTER 30 COAM�TE GFFI�: 0
2017 0 _'05
DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106
DEERFIELD BEACH, FL 33442
MASTER PLAN SHEET
P; (954) 354-MO F: (954) 354-0443 '2 PR
�OFAU`tH�S
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ASCE 7-10
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