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6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY - 170 MPH MRH :5 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE '
'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd=0.85
NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT -
INTERIOR ZON PRESSURES 1 EXTERIOR ZONE S�PRESSURES 1 ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES(PSF -ZONE 4 Mean DESIGN PRESSURES PSF)-ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTE OF (ZQN -4)-OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE
2 ROOT TflbUta Area $ Ft +�,�- TflhUta Area(Sq Ft) 3 URE BELOW LEFT OR INFORMATION P VI-bED YOl4 _lpl)T
ry ( q ry 1. ANY QUESTIONABLE OPENING 15 ':B�GO OTH 'RE CRITICAL(EXTERIOR)ZONE S.
Height 10 20 30 40 $ ht 10 20 30 40 50 2.IDENTIFY THE BUILDING MEAN(AVE €)' y O E LOWEST GROUND ELEVATION.IF THE MEAN
F HEIGHT CANNOT BE IDENTIFIED,U, Et_ E_ F HEIGHT.
41.0 39.3 38.3 37 L13
-50.6 47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HEII AB§ 2 VALID FOR ALL ROOF SLOPES iz S� 10' NGINEER FOR REDUCFIONS.
0-15 ft +37.8 +36.1 +35.1 +34 ts3 t +37.8 +36.1 +35.1 +34.4 +33.8CALCULATE THE TRIBUTARY AREA OFjOPETHN W HE GREATER OF(HEIGHT*WIDTH)OR THE
42.6 40.8 39.8 39.1 -- 6 49.0 47.0 45.5 44.4 SPAN LENGTH(HEIGHT)*AN EFFECTIVE I _3 HT 2/3).
18 ft 18 ft 3.1. USE THE AREA BETWEEN STRUCTU ` NLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL
+39.3 +37.5 +36.5 +35.7 +35.2`�'` +39.3 +37.5 +36.5 +35.7 +35.2 MULLS,COLUMNS,ETC.
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
20 ft 43.6 41.7 40.7 39.9 39.4 20 ft 53.8 50.1 48.0 46.5 45.4 0 SQUARE
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS
+40.2 +38.3 +37.3 +36.5 +36.0 +40.2 1 +38.3 +37.3 +36.5 +36.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
-45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN
ACCORDANCE WITH CODE.
25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 1 +38.3 1 +37.7 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.
30 ft -47.4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 -52.3 -50.7 F49.4
; -G.ENERAL NOTES:
+43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 g^!•39,8=4+3.9:2:";"';�T--ES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
-49.0 -47.0 -45.8 -44.9 -44.3 60.5 -56.4 -54.0 52 r
4.2
$ SE 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
ES
35 ft 35 ft '`8 IGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
+45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +`4 :AO. CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 :`= 3 2.5 €RATED LIMITING WIND VELOCITY ABOVE.
40 ft 40 ft - "'tom„ GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
+46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 3 +41,6_ NAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
-51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 - 5.2 S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
HVHZ=HIGH VELOCITY HURRICANE ZONE.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 4$ft +47.6 +45.5 +44.2 +43.3 +42.6 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
-52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
Soft +48.7 +46.5 +45.2 +44.3 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 9.HIS DOR OCUMENT NT ILLUSTRATES ALLOWABLE TALLY SEALED WITH IDES DENG SIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
-53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 1 -57.6 -56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED
AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF
55 ft +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN.
�� 10. THIS SPECIFICATION DOES NOT OFFER ANY PRODUCT-APPROVED CERTIR&ATION. REFER TO ANY SEPARATELY
-54.9 52.6 51.3 50.3_--49.6 .T 1 - 67.8 -63.2 -60.5 58.6 57.2 SUBMITTED TEST CRITERIA AND OTHER APPROVALS_gOR4D�SI_ _VSTAL-LATION INFORMATION AND APPLICABILITY OF
60 ft y THESE TABLE VALUES WHICH IS TO BE VE [ED BY�THERS�INZACC7 _ ITH C�VERNING CODES.
+50.6 +48.3 +47.0 +46 l(+ y ?" +50.6 +48.3 +47.0 +46.0 +45.3 11. ADHERE TO ALL LOCAL IMPACT PROT 11 � $�j T-• O
? 12. NO CERTIFICATION IS OFFERED FOR, IN !!� _S�STR11�l1RE.G �Td
_�, 13. EXCEPT AS EXPRESSLY PROVIDED HE-EI DULSIOM41,- TIFIC NS O FFIR IONS ARE INTENDED.
INTERIOR ZONE 4 EXTERIOR QR 10; EAN ROOF HEIGHT MRH EXPLAINED �+ _•. �'A= `D
z z _ n _
a= 10%OF LEAST HORIZONTAL DIMENSION' 6F LEAST HORIZONTAL p z D A N O 01 z n n C n N 0
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU'T r DIMENSION p er.p m v 0 <a o O m _ N m m a
° ( PEAK ROOF C7�A O z A A G a r 0 m D.�-vTm z w m r rr o
THAN 4/o OF LEAST HORIZONTAL DIMENSION OR 3FT.USE HEIGHT 5 5 m m n m C D 3�' o N vi p m O Z z Z m m 3
CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER A m��1� ►►yy CI a n o
FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 p,z En z l m O��y O D 6j►yi 3 3 m z 0- vm aROOF rr
MEAN EAVE HEG� 5 O �OrZ��Om2• C�ODzm-O;fflamN Fj tT- 37
ROOF ROOF MRH) N"';o a r^'r'-1m0>pm=mzm �z o (�
' I HEIGHT HEIGHT WIND < �tn��Dmz�N�m3.� �^j co a)
MRH O O
FLOW O� mzzz
1 (MRH) $ 5 p� IN
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5 a PLAN VIEW \4 �zo �v��,zo, °0m�~,m z DGOCOMPLEX \ moou =mpa mna�m-tvs mELEVATION ISOMETRIC CORNERS 5 5 mma r�mr � �+ �'Z n Ro Nv cn m
REMARKS GSS CHKD DATE 6TH EDITION FLORIDA BUILDING CODE FENGNEERNG A m o m�
D O INR ISSUE GSS TSB 03/OS/12
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 O 1 f P,,RRESS =o mz a
m REV 2014 FBC DGM TSB 06110115 1 ---- ---- - �n „ t�i+'
2 UPDATES,2017 FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: p� m A�
u- r P OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 -�z M(��_�� �D
P' i I i THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 Q m Nm >a
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