HomeMy WebLinkAboutWind Load Calculation 06/30/2015-2:39pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-000 Series C&C(Current).dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH _< 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE V- BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN '
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributa Area S Ft Roof TributaryArea S Ft 1. TABLES ARE INTENDED TO DEP,,ICT-THEORST CASE'PRESSURES.'WORST CASE'IS
Height SO 15 20 25 30 -0 50 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI 1�ACC-OCjDITION OF� ftWN VARIABLE AS DESCRIBED BELOW.
USE:F CRITICAL CO DjQz ON EQUYRED FORLUTH THESE TABLES.
46.4 -45.2 .4 -43.8 -43.3 4 �9 �4 - F=�?9 -57.2 -55.0 -53.4 -52.1 -51.1 -50,3 -49.5 -48.9 -48.3 2.TABLES VALID O L`Y� �B�l IN6OENJE_ OF HEIGHT AS LIMITED ABOVE.
0-lOh �- �'{' 0-loft 3. TABLES VALID F L LI{1pOF4;,PE 1,0I' PLICABLE REDUCTIONS FOR ROOF SLOPES
+42.7 +41.6 +40.8 +40.2 +39 7 +3 3 �t38 6i 38. 6 +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 �` +
_ LESS THAN 10°SHA B�'PERfvGR E�6 yA[V E GINEER AS A SITE SPECIFIC CONDITION.
lift '4T1 -46.0 -45.2 -44.6 -44.0 4 6 2$ 42'9 �-0 6�i'' lift -58.2 -55.9 -54.3 -53.0 •52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B kL U'yMEp�IIIVi(AVERAGE'„ OF HEIGHT.IF THE MEAN ROOF HEIGHT
+43.5 +42.3 +41.5 +40.9 +40.4 +A9:5 �� 2>i 3'*i3 9� f\ +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT I IDENTIF ED Et-RfE�EAK QO� El T.
-47.9 -46.7 -45.9 -45.2 -44.7 -44._ r- .2 -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49,8 5.ALWAYS ROUND EYGF4TSOfFT LE VALUE OR CONSERVATIVE ASSUMPTION.
12 ft -+3� 12 ft 6.CALCULATE THE T ATt�P tOF�T,HE OP NING IN QUESTION(HEIGHT'WIDTH)OR
+44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH HEIGHT M I Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-48.5 -47.4 -46.5 -45.9 -453 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
13 ft OPENINGS BETWEEN
+44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 h +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 AREAOF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL
-49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 1 -58.3 -56.6 -55.3 -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 k +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 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
-49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
16 f[ -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 16 ft -62.1 -59.7 -57.9 -56.6 -55.5 4. -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
+46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 +46.4 +45.2 +44.3 +4.'M-:_414 2:6 +42.2 OAS +41.5 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
17 ft -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 17 ft -62.8 -60.3 -58.5 _$7,#21i ill - .1 E;5', g���5[3�6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+46.9 +45.6 +44.8 +44.1 +43.5 +43,1 +42.7 +42.3 +42.0 +46.9 +45.6 +44.8 + r x+'43, ��f}`" 4i`42'3 +42.0 GENERAL NOTES'
18 ft -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 18 ft -63.4 -60.9 -59.1 -5 "8 !Z5 A 5 .7 5 .9 4.1 -53.5 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 + ,.5 ' +43;5" � +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 -5 . 5. `r-5 4 "-'�'4'? -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 +4 4_ 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 1+46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 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
22 ft -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -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
+49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY.
24 ft -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 24 ft -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.
_ +49.8 +48.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 +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 �. -67.6 -fi4.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORFESPL1t`LDING WIND VELOCITY,EXPOSURE,AND OTHER
26 f[ COEFFICIENTS LISTE -HE N HZil1?BE,OICFATEDIIND VERIFIED BY THE GOVERNING
+50.5 +49. +48.2 47.5 +46.9 +4;. . ¢. +4555 +4 ;Z� 7 6 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM N- ERM ^HOLDERR'P NO.WARRANTY FOR APPLICABILITY OF TABLE
-55.5 -54.1 -52.4 -51.8 -5 E3 "Oi9$ 0?1 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFE DS-
22.rtool
�� 28 ft 5.THIS SPECIFICA O I 0TQ_ D D TO 0_ ER ANY PRODUCT APPROVED
+51.1 +49.8 +48.8 +48.1 +47.5 + .i0 ��+-4rr 1;t,+g 8,, +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RER. - EEARA�FELh l'1 MATED TEST CRITERIA AND OTHER
30 ft - - s AL1"1 30 ft -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE �G., NST. .- IONN'j 17 MATION AND APPLICABILITY OF THESE TABLE
56.1 54.8 -53.8 -53.0 52.4 5 9 6��4
VALUES WHICH IS T B V �F'IE BYO I CCORDANCE WITH GOVERNING CODES.
+51.7 +50.4 +49.4 +48.7 +48.1 + :5. .1 + 6i7 +46.3! r +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 f
6.ADHERE TO ALL OC'.t 6T ROS ^ OTIIS, TEM ORDINANCES.
33 ft -57.1 -55.7 -54.7 -53.9 -53.3 -5 .-1E . 5'• 33 ft -70'4 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7,NO CERTI O ALL O r IT. IN'FE LL OF THE HOST STRUCTURE.
+52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. 1 +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY P �1i IN,NO ADDITIONAL CERTIFICATIONS OR
-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 f[ +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 k +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 +q8.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(lm).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 EAVE 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 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 I I HEIGHT
50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 k +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 0
55 ft -62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 55 ft -77'0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 5 I O I 5 ® ® `T8
+57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 -ATION 8
60 ft -63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 60 ft -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 EL
+58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 +58.4 +56.8 +55.7 +54.9 +54.2 1+53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURES / ISO ETR
cn o REMARKS DRWN CHKD DATE a atT
o p INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o a o mz
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r O 1 d 1 EXPRESS° < \ A
rJ o�
= REV 2014 FBC DGM TSB 06/10/15 o I-lb(
w� Ln D
= ASCE 7-10 CHAPTER 30 C00.P00.ATE OFFICE: Z
zLf) m 160 SW 12th AVENUE, SUITE 106 $m 0 Oz
E, t1 DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 0 j z
= MASTER PLAN SHEET m a
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954).354-0443 ' p
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF RUTH 49885 0
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WWTTENCONSENT HERMARENGINEERING TOTHIS OC ALTERATIONS, ASCE / O E:HELLO@ENGINEERINGEXPRESS.COM ° m
AODmONS,OR OTHERMARKINGS TO THIS DOCUMENT ARE NOT
O PERMIT TED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM