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6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH F MRH <- 60'
ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C'
'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
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZON PRESSURES 1 EXTERIOR ZONE05 PRESSURES 1 (SEE BELOW) r
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 ONE-4)OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE
2 ROOF URE BELOW LEFT OR INFORMATION P 0V1�ED-O YOU W
Tributar (Sq F f Tributary Area(Sq Ft) 3 1. ANY QUESTIONABLE OPENIN�IS O.NSIDERFTH , E CRITICAL(EXTERIOR)ZONE5.
fight 10 20 30 40 5 ght 10 20 30 40 5O IDENTIFY THE BUILDING MEAN(AVE Er 8 F OWEST GROUND ELEVATION.IF THE MEAN
ROOF HEIGHT CANNOT BE IDENTIFIED U E -ESP-AEIGHT.
41.0 39.3 38.3 7. 50.6 47.2 45.2 43.8 42.7 2.1. ALWAYS ROUND UP ROOF HEIGHTS A'BL�(A .
0-15 ft 15 ft 2. VALID FOR ALL ROOF SLOPES�LFq A' 10'?56£ _ ENGINEER FOR REDUCTIONS.
+37.8 +36.1 +35.1 34. +3 .8 +37.8 +36.1 +35.1 +34.4 +33.8 30. CALCULATE THE TRIBUTARY AREA O y`T ENING IN QU S N THE GREATER OF(HEIGHT*WIDTH)OR THE
-42.6 -40.8 39.1 38. 52.6 49.0 47.0 45.5 44,4 SPAN LENGTH(HEIGHT) AN EFFECTIVE ID LM 3 H J I H (H'h HT /3).
1H ft Prr1H ft 3.1. USE THE AREA BETWEEN STRUCTU -E O 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
SHALL BE USED.
20 ft 43.6 41.7 40.7 -39.9 39.4 20 ft 53.8 -50.1 48.0 46.5 45.4 3(30 SQUARE FEET)
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 +38.3 +37.3 +36.5 +36.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
25 ft -45.7 -43.8 -42.6 -41.9 -41.3 25 ft -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.
+42.1 1 +40.2 1 +39.1 +38.3 +37.7 +42.1 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
47.4 45.5 44.3 43.5 42.9 -58.6 54.6 52.3 -50.7 49, GREQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
ENERAL NOTES:
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +¢1.8 +40.6 3_J 8 +39.2 SES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLO Y"PERS ASCE 7-10
35 ft 49.0 47.0 45.8 44.9 44.3 35 ft 60.5 56.4 -54.0 SE- 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. C�
�: 2 E,S�IGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSUR�SPECIFIED. ,Q1r
+45.2 +43.1 +42.0 +¢1.1 +40.5 +45.2 +43.1 +42,0 + ' Q,` RST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. jt
Cl ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH 0 FE LESS THAN k
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 3.8 2.5 RATED LIMITING WIND VELOCITY ABOVE. n
40 ft 40 ft OPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY,NO HILLS SHALL BE NEARBY AREA. CD m 1
+46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 42. 6 T RNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.. G7iiqµ&k
'7F 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. Q
-51.7 49.5 48.3 47.4 46.7 63.8 59.5 57.0 -55.2
45 ft 45 ft HVHZ=HIGH VELOCITY HURRICANE ZONE. C M-11
+47.6 +45.5 +44.2 +43.3 +42.6 +47.6 +45.5 +44.2 +43.3 +42.6 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. _ .3
7. THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. c '
- 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 I`
50 ft 5O ft OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. ` �'' •�,!T'
+48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LIST, .ARRLI PTI BLF`SLL SEE 7
TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LIST HEREIN SFl,CtB DI'CTATEI)� E
53.9 51.7 50.3 -49.4 -48.7 -66.5 62.1 59.4 57.6 56.1 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WAWNTY FORIA PLICA IB 1 0. Il
55 ft 55 ft (r,
THE USE OF THESE TABLES IS OFFERED HEREIN. r
+49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 I
10. THIS SPECIFICATION DOES NOT OFFER ANY PRO AlUCT- �All,:V�_
ED CERTIFICATION. FIFE NY EP.ARAR'ELY I-1-P
-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�LS�OR D IINSTALLATION INFOR pTI• ND,A POCABIL-ITY OFA 1
60 ft THESE TABLE VALUES WHICH IS TO BE VE 07HERSN CE WITH GOV RNIQDES
+50.6 +48.3 +47.0 +46.b 4 +50.6 +48.3 +47.0 +46.0 +45.3 11. ADHERE TO ALL LOCAL IMPACT PRO O IBBI����'qq����� RflNCb [-�12. NO CERTIFICATION IS OFFERED FOR INGRI �t b_5+T'STRUCTURE. (D
13. EXCEPT AS EXPRESSLY PROVIDED HE,EI1_j Do RTIFICATIONSORAFFNSAREINTgNDED. Q
INTERIOR ZONE04 , EXTERIOR _®RhVE a0, y� EAN ROOF HEIGHT MRH EXPLAINED 0__z (D z;C m v���°~� o z v
a= 10%OF LEAST HORIZONTAL DIMENSION- o O- LEAST HORIZONTAL o z D rn N o-no z`m m H �m
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BUDIMENSION v T_m v 7o O <D o O vl ®a."m y
CORNER ZONES F AT ALL ITHAN 4%OF LEAST ONTAL DIMENSION OR 3FT.USE N QUESTION. ONSULT AN ENGINEER HEIGHT OF 5 5 m m�n�O D 3 0 (n p i In z A 0-n In G)-ZD" c m
;aM .� 0 OpnoG)z,'n,2a M
FOR A MORE SPECIFIC INTERPRETATION IF REQUIRE D. MEAN 3 p O m�I m 0;u C�C p y o R n C x z�z o„Z. o D
O Zz� Zzrnc p��G1 o-.i33rn cm y Tp �\ • '"
MEAN EAVE HEIGHT 5 4 -1 'n�z.(n�j�0 7� C:;o0DZZ:'H�mA�Lq po
a a ROOF ROOF (MRH) NrnOz a mmzrm�-ar2- wzM N
HEIGHT HEIGHT WIND < A p¢'D En O ,M,I m=y D m m Z !.•I
( ) O FLOW 1�OinpmZZZmZLn 1700 v^
MRH O
1 5 =N�
IN
�Z>O�mD= o Mp' cfn OmZ W ,T.,v5 5 ® Y O O nZ 1 m p r r I nr i I=a n J air a PLAN VIEW 4 p�0 ���rnr. ox.im�Z On_, �,•.Om M3UfMC-OI DaCOMPLEX =oma In Z x O m vx o mELEVATION a tYa ISOMETRIC CORNERS 5 5 zms• m p Z D fP M mr
m n -i In In Ln ,
Ul r' REMARKS DRWN CHKD DATE U GI 1 atm
INIT ISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE =--� ENGI�9EERI ' "i o pl O't ,c�' m�
3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09112 201 EXPREC Sv Z wo �� ��
IM z REV 2014 FBC DGM TSB 06/10/15 1 a °J c
Z m UPDATES,2017 FBC FLB FLB 12/17 ASCE cu
7-10, CHAPTER 30 CORPORATE OFFICE: ?yD_ ,0z
u OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 m,.,01 r\-1 _nn
to V 6) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEERFIELD BEACH FL 33442 m moo I I N O
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999Pz LI 0 goo
O WRrfTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m~ .� 0D`
w m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 TEAM @)ENGIN EERINGEXPRESS.COM p z° ° ^m
'' 0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERING EXPRESS.COM < LD
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