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06/30/2015-3:54pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 165 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,FLAT TERRAIN
Mean DESIGNPRESSURES(PSF -ZONE4 Mean DESIGNPRESSURES(PSF -ZONES INSTRUCTIONS FOR TABLE USE:
Root Trlbuta Area S Ft Roof Trlbuta Area S Ft 1. TABLES ARE INTENDED TO DEP.ILT-TH ORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 30 --4 v4 50 Ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITdCAl:-O bITION OF,AN_Y_ON�pIOWN VARIABLE AS DESCRIBED BELOW.
5... USE OF CRITICAL CO DITIONS.gSQUIRED FOR WS�Ef ITH THESE TABLES.
-51.7 -51.7 -51.7 -51.2 -50.6 -5 2 9.1 - -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -85.1 -83.9 2.TABLES VALID O L`�' 8'CII�f((��GS10F•tEA ROOF HEIGHT AS LIMITED ABOVE.
61-70 f[ gh `"^^+ a 61-70 ft 3.TABLES VALID F ROF'^TYAE &SICSP APPLICABLE REDUCTIONS FOR ROOF SLOPES
+51.7 +51.7 +51.7 +50.7 +49.9 + .2 ^MS's xt,4 `#A 6 f� +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 a
LESS THAN 10°SHA B,E.�Ell EDB ANS E NEER AS A SITE SPECIFIC CONDITION.
-52.9 -52.9 -52.9 -52.4 1-51.8 1-5(1:31 St0 9�&50 6 -5D}3 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 4.IDENTIFY THE B XL DI G.MEANN AVERAGE OF HEIGHT.IF THE MEAN ROOF HEIGHT
80 ft +52.9 +S2.9 +52.9 +51.9 +51.1 +0.4 _-4_93-:349 2 }48W' \80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 CANNOT BE IDENTIF EO;�USE°°TdE�PEAK.R00 HES T.
_ S.ALWAYS ROUND HTSTO, EXIT LE VALUE OR CONSERVATIVE ASSUMPTION.
-54.0 -54.0 -54.0 -53.4 -52.9 -52 2,q`=51,6=9;5 V3 -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 6.CALCULATE THE TT'Ag 'REJ+,iGFj`I;HE OP NING IN QUESTION(HEIGHT*WIDTH)OR
90 ft +54.0 +54.0 +54.0 +S3.0 +52.1 +51.4 + +5J&X49.7 90 ft +54.0 +54.0 +54.0 +53.0 + R I
52.1 +51.4 +50.8 +50.2 +49.7 THE SPAN LENGTH(HEIGHT)Ml-7L'`FI2I�IED'BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-55.0 -55.0 -55.0 -54.4 -53.9 -53.4 -53.0 -S2.6 -52.3 -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT=/3).USE THE AREA BETWEEN STRUCTURAL
100 ft 100 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
+55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-55.9 -55.9 -55.9 -55.3 -54.8 -54.3 -53.8 -53.5 -53.1 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55. -54.7 -105.6 -105.6 -105.6 -102.6 -100.2 'JB..'['^96, -94.8 -93.4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 +53.0 130 ft +57.6 +57.6 +57.6 +0 -,+55. `+54.8 .+54 1-'t$, +53.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55.8 -55.4 -106.9 -106.9 -106.9 -1 S.9"1 5-��{ �7.6 0 -94.6 FACTOR OF 1.16.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 140 ft +58.3 +58.3 +58.3 + 7,2� -X555"`5448'+;}4.2 +53.7 GENERAL NOTES'
150 ft -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 150 ft -108.2 -108.2 -108.2 -11 ``1g2.7 �0.6 -5�)P ,V7.2 -95.8 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 +59.0 +59.0 +59.0 + 7:9. -_W 0•:,±56.2 +55:81 t+5Q,9 +54.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-59.7 -59.7 -59.7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 -109.4 -109.4 -109.4 -lOb.4:. 03.9=10 ''!-9 .9 "98:3- -96.8 CRITERIA AS OUTLINED HEREIN.
160 ft 160It a - - K� 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 +59.7 +59.7 +59.7 +58.5 +57. X56 8:-+ 6.1 +55.5 +55.0 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-60.3 -60.3 -60.3 -59.7 -59.1 -58.S -58.1 -57.7 -57.3 -110.6 -110.6 -110.6 -107.5 -105.0 -102.8 -101.0 -99.3 -97.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLATTER RAIN USE ONLY. THESE TABLES
170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 -111.7 -111.7 -111.7 -108.6 -106.0 -103.9 -102.0 -100.3 -98.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 WALLS AND VERTICAL SURFACES ONLY.
-61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99,8 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.
190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 '-593;-9.0_ -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 USE OF THESE TABLES AND CORRESRONLING WIND VELOCITY,EXPOSURE,AND OTHER
200 ft E _;00 ft COEFFICIENTS LISTED-LTEREI_N,SHACL'BE�D�ZCTATE ND VERIFIED BY THE GOVERNING
+62.11+62.11+62.1 +60.9 +59.9 +5 L-:Z5_ •x+57 7 +573' .r{ +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 BUILDING DEPARTMO�IfiAN ERMIT HOLDER�NO RRANTY FOR APPLICABILITY OF TABLE
-62.6 -62.6 -62.6 -61.9 -61.3 -6S.7fOs_'.X98 =59.5 -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 VALUE USE IS OFFERED REI _,,. �
210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +. 61-+8:8.Y'+'S8�'r +5`7vo6; 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 5.THIS SPECIFICA O I��NN,�OT=IN NDED TO 0 ER ANY PRODUCT APPROVED
CERTIFICATION. F R D;A11L1t 9EPARA'WELYvtU MITTED TEST CRITERIA AND OTHER
-63.1 -63.1 -63.1 -62.4 -61.8 -6-2 0_r �.3 S9 9 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 APPROVALS FOR DEINSTA��CATION`INFO MATION AND APPLICABILITY OF THESE TABLE
220 ft {° °t �+ 220 ft VALUES WHICH IS TQQQLLL""0008 VETRFIED<BY'OTH,E I "ACCORDANCE WITH GOVERNING CODES.
+63.1 +63.1 +63.1 +61.9 +60.9 + 0:0 9 3.m+58 7 t5�8I:° +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 t
6.ADHERE TO ALL Ito AC-T BRO7 CT ONtS;EM ORDINANCES.
230 ft -63.6 -63.6 -63.6 -62.9 -62.3 -61"7- 15Zr-i 6^0C, l'l'6G0r4` Z30 ft -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 7.NO CERTIFICATIO_MTS:OF, TIED- REI'y6IN'�EG OF THE HOST STRUCTURE.
- -- -- -+.63.6- +63.6- +63.6-_+62.4 _+61.4 +60.5 +59.8•-t5y� :x•58.6__ +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 B.EXCEPT AS EXPRESSLY P`ROVWlE.,:H -@IN,NO ADDITIONAL CERTIFICATIONS OR
-64.1 -64.1 -64.1 -63.4 -62.7 -62.2 -61.7 -61.2 -60.9 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 --AFFIRMATIONS.ARE.INTENDED._ _ _ _
240 ft 240 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M61RED
PEAK ROOF
+64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 HEIGHT
-64.5 -64.5 -64.S -63.8 -63.2 -62.6 .-62.1 -61.7 -61.3 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAS
250 ft +64.5 _+64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTIMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF RROOF
--- -65.0 -65.0 -65.0 -64.3 -63.6 --63.0 -62.5 -62.1 --61.7 - -119.1 -119.1-119.1'=115.7 -113.0 --110.7 :108.7 -107.0 -105.4 - -_--- -- - -- ---- -- -- - __ E -HEIGHT260ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 F-65.4 -65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 T270 ft +65.4 +65.4 +65.4 +64.1 +63.1 -+62.2 +61,5 +60.8 +60.2 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 5 -G280 ft -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 r [d+65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 +65.8 +65.B +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 866.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 V ''290ft 66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 290ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WALL ZONE FIGURES ISO
C:)
INT SSno UES GSSN TSB 033/05/E2 5TH ED. FLORIDA BUILDING CODE ENGINEERING R o, oz
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m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (201 4) f D
J EXPRESS°
REV 2014 FBC DGM TSB 06/10/15 qY
_ ASCE 7-10 CHAPTER 30 CORFORATE OFFICE: p Z CD �Z
m ' 160 SW 12th AVENUE SUITE 106 >"
I�-� DESIGN LOADS FOR COMPONENTS&CLADDING - z
A DEERFIELD BEACH, FL 33442 C,v D
MASTER PLAN SHEET P: 954 354-0660 F: 954 354-0443 M `� o
G�1 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( ) ( )
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH H98B5 z
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O ADDITIONS ANDOR INVALIDATE
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in PERMITTED AND INVALIDATE OUR CERTIFICATION.