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Rev 5/21/09 Approval by A/E of Record
08/17/2016-1:64pm RECEPTION VAProjecls\2014-MPS\400 Wind Charts\_Reference\00-MPS14-000 Series C&C(Current)Jeff.dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FIAT TERRAIN
Mean DESIGN PHESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof fib ary Area(Sq Ft = ___ Roof n tary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE'PRESSURES.'WORST CASE'IS
L
10 15 20 30 eight 10 15 20 2$ 30 35 40 45 50 DEFINED AS THE CRITICAL CONQITIOWOF-ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
_ USE OF CRITICAL CONDITIONS REQUIRED FOR USEj1NITH THESE TABLES.
-46.4 -45.2 -44.4 - 3?8� -43.3 47 9('-4 4 7�y til9 / 0-10 ft -57.2 -55.0 -53.4 52 -51.1 -50.3 -49.5 -48.9 -48.3 2.TABLES VALID ON LYrFO{;-gUjLDINGSkb'f�EAt, ROOF HEIGHT AS LIMITED ABOVE.
''y 3.TABLES VALID F R QLL R OF�IYP.ES�&'St, P. .APPLICABLE REDUCTIONS FOR ROOF SLOPES
+42.7 +41.6 0,2 +39.7 +39.3,. +38: 8:6' 38 i +42.7 +41.6 +40.8 40. +39.7 +39.3 +38.9 +38.6 +38.3 Q Q
LESS THAN 10°SHA B�P,,ERFO7iMED-BYi?ChE(�1GINEER AS A SITE SPECIFIC CONDITION.
-47.1 -46.0 -45.2 -4T6 -44.0 43.6 `43 X42:9 s 42 6} ` -58.2 -55.9 -54.3 53 U -52.0 -51.1 -50.4 -49.7 -49.1 4,IDENTIFY THE BI�LDINCQ-'MEAN(AVE- ' E).ROOF HEIGHT.IF THE MEAN ROOF HEIGHT
4 '1;N11,19111 .� lift I �F'.
+43.5 +42.3 +41.5 +qD:9 +40.4 �� +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIFIED)USETkfPEAK''"RpO,HEIGHT.
S.ALWAYS ROUND UILOORHE GHT Q,E TALE VALUE OR CONSERVATIVE ASSUMPTION.
-47'9 -46.7 -45.9 -45.1.2 -44.7 -44.3'-43,9 =4 9.5r':"-43:2 12 ft -59.1 -56.8 -55.1 X53.8. -52.8 -51.9 -51.1 -50.5 -49.8 6.CALCULATE THE TRI UTARY,,AREE/AI{O SHE OPENING IN QUESTION(HEIGHT*WIDTH)OR
+44.1 +43.0 +42.1 + 1.5 41.0 +40.5 +40 1 +39.8-,+39.5 +44.1 +43,0 +42.1 #_41.5' +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)MUL7TRLIED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-48.5 -47.4 -46.5 - 5:9, 45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 +,5�46 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
+44.7 +43.6 +42.7 +42:1 41.5 +41.1 +40.7 +40.4 +40.1 13 ft +44.7 +43.6 +42.7 +-421.4, +41.5 +41.1 +40.7 +40.4 +40.1 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-49.2 -48.0 -47.1 -46:5 9 45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 'SSC3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
14 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
+45.3 +44.1 +43.3 +42.6_ +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 + +43. 2.4 +42.1 +41.6 +41.2 +40.9 +40.6 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
49 8 -48:Sn=4T- - i07 -46.5 -46.0 -45.6 -45.3 -45.0 �'?T'f-61 4 X59 0 X57 3 P-`5610 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
_ +w 15•ft.' CONSIDERED THE MORE CRITICAL EXTERIOR ZONE.
v
+45,9 +44'i7�s+4g, +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 i+459-=+44.7 143.8 +43. +42.6 +42.1 +41.7 +41.4 +41.1 (EXTERIOR)8,READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
-47.0 -46.5 -46.1 -45.8 -45.5 -62.1 -59,7 - -55.5 54.6"-53.8_ -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
16 ft +46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 16 ft +46.4 +45.2 +44.3 +436.�z43 6',3,+422__ ,+f}1".' +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 -62.8 -60.3 -58.5 57 2�--5 -5:1�q, ;3 =-3'6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
17k +46.9 +45.6 +44.8 +44.11+43.5 +43.1 +42.7 +42.3 +42.0 1- +46.9 +45.6 +44.8 +411.1;#435 �"43M1i `"2 42.3 +42.0 GENERAL NOTES'
-51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 -57:8r, 6. SSL7 �"54'9 X54.1 -53.5
18 ft 18 ft f ,rw F'�',v 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 +47,3 +46.1 +45.2 +44 5 �t 4'p +43:5 !}43)I_; +42,,7 +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -58:3 2'.ij^5�2-°,f'. :4 +°5':7 -54.0 CRITERIA AS OUTLINED HEREIN.
19 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 19 ft +47.8 +46.5 +45.6 +44.9 +44,4' 49;.x--+43.5 +43.1 +42.8 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
22 k +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 22 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44,6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY.
-54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 r-49� 495_ -67,6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57,0 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
26 f[ (�'' - 26 ft COEFFICIENTS LISTED HEREIN SHALL BE,DICTATED AND VERIFIED BY THE GOVERNING
+50.5 +49.1 +48.2 +47.5 +46.9 +4¢4: +459 i5 +45 27.,�,.% +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM_NT AND_PERM OLLDER .N �RRANTY FOR APPLICABILITY OF TABLE
-55.5 -54.1 -53.2 -52.4 -51.8 51 3 '-165 .9. =505 5013 -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFER D}1EREIN _-
28ft I�` I C Y 28ft S.THIS SPECIFICATIO IS_k T1NTENDE ,T&OFFER ANY PRODUCT APPROVED
+51.1 +49.8 +48.8 +48.1 +47.5 +4 .0 ±4& +4 fl +45.81;i +51.1 +49.8 +48.8 +48.1 +47.5 +47-0 +46.5 +46.1 +45.8 CERTIFICATION. REFjBR�TO 9NY,SEPQRATEU S�1JiMITTED TEST CRITERIA AND OTHER
-56.1 -54.8 -53.8 -53,0 -52.4 51.9. --51.5,,, 51'1 F 5 T: -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DESzIGN"&±IN$TijRATION.jNI OU�1ATION AND APPLICABILITY OF THESE TABLE
30 ft - �`� VALUES WHICH IS Tt)-`BB VF `IED BY.�OTHER IN,ACCORDANCE WITH GOVERNING CODES.
.,� I 30 ft (L.�2
+51.7 +50.4 +49.4 +48.7 +48.1 +41.5 _4Tt1 +46:7 ;k46' _ +51.7 +50.4 +49,4 +48.7 +48.1 +47,5 +47.1 +46.7 +46.3 6.ADHERE TO ALL CAL41MP_�+E$OTE- aN Sy EM ORDINANCES.
33 ft -571 -55.7 -54.7 -53.9 -53.3 52: 3 ,.- ��5'. 33 k -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7,NO CERTIFICATION'ISiOEjiERED-FOI�+T E INTEGRITY OF THE HOST STRUCTURE.
v-, - 8.EXCEPT AS EXPRESSLY PROVID EREIN,NO ADDITIONAL CERTIFICATIONS OR
+52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 -+4I,_. - 47.1 +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47,1 EP
-57.9 -56.5 -55.5 -54.8 -54.1 -53.6 -53.1 -52.7 -52.4 -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61.1 -60.3 AFFIRMATIONS ARE INTENDED.
36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49,1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 SAVE HEIGHT
45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 a a ROOF
-61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 t HEIGHT
50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 O 0
-62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 I ® q,
55 ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 55 ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 5 5 /� O ® a
-63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 ELEVATION �! O O
60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURESISOM-ETRIC
4
UI 0 o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING
D O INIT ISSUE GSS TSB 03/05/12 0 m T
m y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 20141 EXPRESS® `(..1„ ;
REV 2014 FBC DGM TSB 06/10/15 ` /
_ ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: S 2.
z V) m 160 SW 12th AVENUE, SUITE 106 �im bI D
DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 334112 o ( l /? -zi
z MASTER PLAN SHEET m m
c, THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)3S4-0660 F:(954)354-0443 , , z A -
x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF RUTH#9885 3 ) m
o N WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 ml -
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 1 O E:HELLO@ENGINEERINGEXPRESS.COM: z f
PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COMI-,' `„
44
' rlllfllllllll\1A^ .