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71h EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 WIND VELOCITY= 170 MPH MRH 5 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' BASED ON Kd=0.85
NOT TO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT
ENCLOSED STRUCTURE,FLAT TERRAIN WIND VELOCITY IS Vult
INTERIOR ZONE(A)PRESSURES 0 EXTERIOR ZON PRESSURES 1
INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERMIT
Q1. IDENTIFY THE ZONE OF THE OPENING AS INTE R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE
2 Mean DESIGN PRESSURES(PSF)- DESIGN PRESSURES(PSF)-Z S URE BELOW LEFT OR INFORMATION P
Roof Tfl Utar Area(S F f Tributary Area(S Ft) 1. ANY QUESTIONABLE OPENIN RE CRITICAL(EXTERIOR)ZONE S.
2. IDENTIFY THE BUILDING MEAN(AVE LOWEST GROUND ELEVATION.IF THE MEAN
t 10 20 30 40 ight 10 20 30 40 50 R OF HEIGHT CANNOT BE IDENTIFIED,L F HEIGHT.
41.0 39.3 38.3 37. 50.6 47.2 45.2 43.8 42.7 2.1. ALWAYS ROUND UP ROOF HE E.
2, VALID FOR ALL ROOF SLOPES NGINEER FOR REDUCTIONS.
0-15 ft +37.8 +36. +35.1 +34. 5 ft +3].8 +36.1 +35.1 +34.4 +33.8 3. CALCULATE THE TRIBUTARY AREA O THE GREATER OF(HEIGHT-WIDTH)OR THE
AN LENGTH(HEIGHT).AN EFFECTIVE GHTz/3).
-42.6 -40.8 -39.8 -39.1 -52.6 -49.0 -47.0 -45.5 -44.4 3.1. USE THE AREA BETWEEN STRUCTU LY-THIS INCLUDES AREAS BETWEEN STRUCTURAL
1$ft +39.3 +37.5 +36.5 +35.7 +35.2 > 18 k +39.3 +37.5 +36.5 +35.7 +35.2 3 MULLS,COLUMNS,
IF THE RIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
LU !� (10 SQUARE FEET)SHALL BE USED.
20 k -43.6 -41.7 -40.7 -39.9 -39.4 a O 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS
+40.2 +38.3 +37.3 +36.5 +36.0 Q +40.2 +38.3 +37.3 +36.5 +36.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
J 4OREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN
45.7 -43.8 -42.6 -41.9 -413 56.4 -52.6 -50.3 -48.8 -47.5 ACCORDANCE WITH CODE.
25 ft +42 1 +40.2 +39.1 +38.3 +37.7 O r 25 ft S.+42.1 +40.2 +39.1 +38.3 +37.7 REQUIO EMENTS WITH LOCAR SITUATIONS THAT L MUUNICIPALITY PRIOR TO TABLE USE.E Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd
47.4 -45.5 -44.3 -43.5 -42.9 0 o -58.6 -54.6 -52.3 .7JgNERAL NOTES:
30ft +43.7 +41.8 +40.6 +39.8 +39.2 O 30ft +43.7 +41.$ +40.6 OCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEAL
J TALLY SEALED WITH DATE-GEOGRAPHIC AREA&PERMITTEE LIMITATIONS.
w ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-135 ft 49.0 47.0 45.8 44.9 44,3 Q N 35 ft 60.5 56.4 54,0 4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
+45.2 +43.1 +42.0 +41.1 +40.5 > +45.2 +43.1 +42.0 N IS BASED ON THE ULTIMATE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE
'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS.
40 ft 50.4 48.3 47.1 46.2 45.5 40 ft -62.2 -58.0 -55.6 ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS.FIND RISK CATEGORY VELOCITY TO BE LESS
+46.5 +44.4 +43.1 +42.3 +41.6 O +46.5 +44.4 +43.1 + HE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE.
RAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
51.7 49.5 48.3 47.4 -46.7 j 63.$ S9.S 57.0 SS.2 S3. 5. INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)-FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 W z 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 7.HVHZ=.VERIFY USE OF HIGH VELOCITY HURRICANE ZONE OR REFERENCED(BROWARD&DADEOCOUNTIIES)OCAL BUILDING DEPARTMENT.
L7 8, TABLES ARE FOR VERTICAL SURFACES ONLY&FOR ALL ELEVATIONS ABOVE SEA LEVEL(Ke=1.0).
52.8 -50.6 -49.3 -48.4 -47.7 Cl-
-60.8 -58.3 -56.4 -55.0 9.THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE-SPECIFIC DOCUMENT.
50 ft +48.7 +46.5 +45.2 +44.3 +43.6 ¢J S0 ft +4$.7 +46.5 +45.2 +44.3 +43.6 10. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
? TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED
-53.9 -51.7 -50.3 -49.4 -48.7 V -66.5 -62.1 -59.4 -57.6 -56.1 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF
55 ft 55 ft THE USE OF THESE TABLES 15 OFFERED HEREIN.
+49.7 +47.4 +46.1 +4S.2 +44.5 O +49.7 1 +47.4 +46.1 +45.2 +44.5 11. THIS SPECIFICATION DOES NOT OFFER ANY PR OVED CERTIFICATION. REFER TO ANY SEPARATELY
60 ft 54.9 52.6 51.3 50. ft 67.8 63.2 60.5 58.6 57.2 SUBMITTED TEST CRITERIA AND OTHER AP VA� N IATION INFORMATION AND APPLICABILITY OF
THESE TABLE VALUES WHICH IS TO BE VE CE WITH GOVERNING CODES.
+50.6 +48.3 +47.0 +46. +50.6 +48.3 +47.0 +46.0 +45.3 12. ADHERE TO ALL LOCAL IMPACT PRO
13. NO CERTIFICATION IS OFFERED FOR I STRUCTURE.
14. EXCEPT AS EXPRESSLY PROVIDED H IFICATIONS OR AFFIRMATIONS ARE INTENDED,
INTERIOR ZONE 4 EXTERIOR MEAN ROOF HEIGHT MRH EXPLAINED rn_n -�n po
a= 10%OF LEAST HORIZONTAL DIMENSION T Z.� D O AI s (l
LEAST HORIZONTAL Q O T ° ATTENTION
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU DIMENSION p C O D A o m D Oo 0 R O y, m I71
THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT. PEAK ROOF In
Scanned copies not to
USE CORNER ZONE S IF AT ALL IN QUESTION.CONSULT AN HEIGHT 5 5 m M p 3 p(n 0 0 D 3 0 m 2 3 30 U,m
70rn T 2 F-I �' zmC ^mom m mDZ be used to obtain
ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 ��.Z� �>m z 3 z o z om Z 0 o O
ROOFQ O �. 0��3� m!^rz�T �^�p0> mph
EAVE 5 4 -IZZ �C)�. m=0NZ a1)050D�R 0;0
a I ROOF MEANe-2 ROOF MRHHT \ (,)> m3 ONmpZ z3Iyilom nOO" permit
HEIGHT HEIGHT ) WIND-.� < a O m"� m 3 O m<
(MRH) O FLOW �Oln OCOom Dp�A<D v„T
1 5 SAS ■ ■ �3p0.°., mmtzn3ln< mm0
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ELEVATION �� ISOMETRIC CORNERS 5 5 mva ■ omN °z^V
FL P 488 CA-9885
o n REMARKS DBWN�BKD 1020 a 7TH EDITION FLORIDA BUILDING CODE ENGINEER G c�"In m�
r ^/ ^/ ���"T 20Z0 � � 6.../..:.:. z 00 m ._.� _. 4a,
Z (� ? ASCE 7-16, CHAPTER 30 CORPORATE OFFICE: z T z W IDZ
y P DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 i o m -�
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEERFIELD BEACH FL 33442 �" F DO
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AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT c� O b
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O 'a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / - i O 3� °o
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENTARE NOT TEAM 0 ENGI N EERINGEXPRESS.COM pz v� O
O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM < V,