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6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 170 MPH MRH <_60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING -
ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C'
0.85
NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES BASED AN OO=HEIGHT
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZON PRESSURES s EXTERIOR ZONF�PRESSURES 1 (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Roof _ f Tributary ) 4 .1. ANY QUESTIONABLE OPENIN IS`.INTE itlE 4)-OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE
2 Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF) ZONE 5 1, IDENTIFY THE ZONE OF THE OPENING AS RI (Z4
_• URE BELOW LEFT OR INFORMATION P 9�l 0MIE
O,.YOU;B� F
Tributary Area(Sq F ` ry Area(Sq Ft 3
_ .. SID�:RC-D�H ORE CRITICAL(EXTERIOR)ZONE 5.
ht 10 20 30 40 3 ',ejght 10 20 30 40 $0 2FIDENTIFY THE BUILDING MEAN(AVE Ej'R{)pFa r - LOWEST GROUND ELEVATION.IF THE MEAN
ROOF HEIGHT CANNOT BE IDENTIFIED U$ LPE i "•F HEIGHT.
-41.0 -39.3 38.3 -37 6EGMT
, ' -50.6 -47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HEIa VVA15 ft �2. VALID FOR ALL ROOF SLOPES r lUy° S } ENGINEER FOR REDUCTIONS.
+37.8 +36.1 +35.1 +34 A +37.8 +36.1 +35.1 +34.4 +33.8 L CALCULATE THE TRIBUTARY AREA OI� O ENI (IN Q $ N THE GREATER OF(HEIGHT*WIDTH)OR THE
-42.6 -39.8 -39.1 52.6 -49.0 -47.0 -45.5 -44.4 SPAN LENGTH(HEIGHT)*AN EFFECTIVE WID THEt l HT 2/3).
18 ft ` �+. -'i 4y 18 ft 3.1. USE THE AREA BETWEEN STRUCTURAL'L2P SON LY-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 - -- - - -- --
-43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 (10 SQUARE FEET)SHALL BE USED.
20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS
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 +38.3 +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.
47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 -49, -GIENERAL NOTES:
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 +39'2S ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
35 ft -49.0 -47.0 -45.8 -44.9 -44.3 35 ft -60.5 -56.4 -54.0 ,�,p ^ S t3 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
2, l$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 ' ST 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 THAN
50.4 48.3 47.1 46.2 45.5 62.2 -58.0 55.6ro 3�v G T LIMITING
PVELOCITY OR FLAT 40 ft TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
+46.5 +44.4 +43.1 +42.3 +41.6 40 ft GRAPHIC CFACTOR Kzt--1.0+46.5 +44.4 +43.1 $2z_ 6 d 'I• RNAL 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 55.2 - HVHZ=HIGH VELOCITY HURRICANE ZONE5.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 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 DOCUMENT ILLUSTRATES ADIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
ALLOWABLE SIGNWIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
53.9 51.7 50.3 49.4 -48.7 -66.5 62.1 -59.4 -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 PR CT-APP OVED CERTIFICATION. REFER TO ANY SEPARATELY
-54.9 -52.6 -51.3 -50. 49.6 -67.8 -63.2 -60.5 -58.6 -57.2 SUBMITTED TEST CRITERIA AND OTHER AP RQVALS FOR' INSTALLATION INFORMATION AND APPLICABILITY OF
60 ft THESE TABLE VALUES WHICH IS TO BE VE - OHERS INACC CE WITH GOVERNING CODES.
+50.6 +48.3 +47.0 +46 '' +50.6 +48.3 +47.0 +46.0 +45,3 11. ADHERE TO ALL LOCAL IMPACT PRO SIV (VAN
12. NO CERTIFICATION IS OFFERED FOR INT '• - STRUCTURE. - - -
13. EXCEPT AS EXPRESSLY PROVIDED H ,�. DM, l (3TIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4-), EXTERIOR R _ O m EAN ROOF HEIGHT MRH EXPLAINED =z z _ b � .¢
a= 10%OF LEAST HORIZONTAL DIMENSIO 44 9 N LEAST HORIZONTAL T N-' o +
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU f NO `'S5 DIMENSION p �p n m O p O <D to I u�a "� m
PEAK ROOF O _A G DrONm D��mZ" mr-
THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE z o nA n 3 A' .�-+ G L,m Z A C r Z m c En
HEIGHT 5 5 In GT D m m
CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER m rn rn X D O 0 L7I o m O m O T z O z-1 ,^D
FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 p z m•NI ran o p* y O 2 to 3 3 m_Z o,_., a y
ROOF 5 4 �Z> Inzzmz�n_mmDOOmpim Om
MEANEAVE HEIGHT G)r-Gz1 7 C=po>zz. mm7mmIn
m pD
a a ROOF ROOF (MRH) Nmpz �' mm--iCOOGi9rn-im2m En qz
HEIGHT HEIGHT WIND < OBD-DDyHQ,?y�1 m{
FLOW C) wEn-ZZmZ Inr to
(MRH) O =.-�'" ■ ® '0DDDOZ-Sm Ho mT
1 0 5 pm / �rZCInOpDm nGlm ^n
PLAN VIEW pz� �in� r Op m�z G
5 O om -crninpc0 DTI
1 O 5 COMPLEX =op =m�O mDD�m'V aDm
ELEVATION � a ISOMETRIC CORNERS \ 5 5 zm= ■ U)5; y;p yv
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REMARKS DRWN CHKD DATE ` xt GT
INITISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE - .ti E GINEERING Dmo o m�
m 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09!12 201 �] �1 "" f' � v Two ._
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2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: �T��- mjy r' oz
11 OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th UITE 106 ii -_-_, nz
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1 0 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, i . � p i 40
.p ^� AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999 m=1 0 �p
WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. TEAM@ENGIN EERINGEXPRESS.COM m-o rn � av
W PERMITTED AND INVALIDATE O RCERTI CATION.ENTARENOT ASCE 7- 10 ENGINEERINGEXPRESS.COM < lD �m