HomeMy WebLinkAboutEngineering 06/30/2015-2:42pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Curren96C E I V i D SEP 0.11015
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH rMRH > 607
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE IDI BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN
Mean DESIGN PRESSURES(PSF-ZONE 4 _ Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof �� ��,Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO¢E,.. QRST CASE'PRESSURES.'WORST CASE'IS
Height 2 ,« i ht DEFINED AS THE CR III F�'AN,. WN VARIABLE AS DESCRIBED BELOW.
B iQ. 15 _20_ 25 30 SO g 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DT=; NS$.QUIREgF>O U,S_ ITH THESE TABLES.
-54.9 .9 -54.3 -53.7 -5 '3 `° 8 - 1 -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABLES VALID C L �B- L�1I��71G LZ,F hh��� ROOF HEIGHT AS LIMITED ABOVE.
61-70 ft $ 61-70 ft 3, TABLES VALID F R L 'bY7{�IIYpE & l4I' .APPLICABLE REDUCTIONS FOR ROOF SLOPES
+54.9 +54.9 +54.9 +53.8 +53.0 + r2 6 :di5rl 0 0?4 +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +S0.5 4
LESS THAN 10'SHA B ,B, A E. INEER AS A SITE SPECIFIC CONDITION.
80 ft -56.2 -56.2 -56.2 -55.6 -55.0 -5 .5 7 5 7 gv4T 80 ft -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B L AVE E _ OF HEIGHT.IF THE MEAN ROOF HEIGHT
+56.2 +56.2 +56.2 +55.1 +54.2 + :5.. X52 2 Ts'1 X +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF LD„S ,EQKRT.
-57.3 -57.3 -57.3 -56.7 -56.1 -55. 5z!,* 5- v -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5.ALWAYS ROUND T E GF4TS T E LE VALUE OR CONSERVATIVE ASSUMPTION.
90 ft 90 k 6. CALCULATE THE TRI Y,�AR JJ�OOPP , E OP NING IN QUESTION(HEIGHT*WIDTH)OR
+57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 -F 2.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)M D13Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
100 ft +58,4 +58.4 .i5g.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
=59: -59.4 ^59.4 -58.7 -58.1 -57.6 -57.2 -56.8 _-56.4 -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96,3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
110 ft +59:4' +59.4 +59.4- +58.2 +57.3 +56.5 +55.8 +55.2 t$4.7y 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 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
-60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
-61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 -108.9 -106.3 -= - -100.6 -99.2 MUNICIPALITY IN ACCORDANCE WITH CODE.
130 ft +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 130 ft +61.1 +61.1 +61.1 + 8,2 +57:51 j +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-61.9 -61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -59.2 -58.8 -113.5 -113.5 -113.5 1 U �gor7l ^1 3`.5-.1 .9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
140 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 140 ft +61.9 +61.9 +61.9 + 7I 8._. ' �. 7.6 +57.0 GENERAL NOTES'
-62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -1 Z :j 0518'"-1 `91 03.2 -101.7 1.TABLES ARE TO 8E USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
X150 ft +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 150 ft +62.7 +62.7 +62.7 + +59.6 {8 2 +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 -116.2 -116.2 -116.2 -11 - iii 'r 1'.'1='�43 -102.8 CRITERIA AS OUTLINED HEREIN.
2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
160 ft +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 160 ft +63.4 +63.4 +63.4 +62.1 +61.1 9.6 +58.9 +58.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 -117.4 -117.4 -117.4 -114.1 -111.4 -109.1 -107.2 -105.4 -103.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
70 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 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
-64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.5 -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
180 k +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY.
-65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 3.THESE CHARTS ARE NOT VALID AS ASITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE FI THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED�€REIN HAEt QBE D NO VERIFIED BY THE GOVERNING
tum 200 ft +65.9 +65.9 +65.9 +64.6 +63.6 + "3 +Go? 0 ft +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM g_. ERM-�HOLDER7'1,'V0� RRANTY FOR APPLICABILITY OF TABLE
m z -107.8 VALUE USE IS OFFER D
-66.4 -66.4 -66.4 -65.7 -65.0 -6 i5 .@ 11 -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -�
210 ft 210 f[ S.THIS SPECIFICA O I OTily„ DE f]T; ER ANY PRODUCT APPROVED
+66.4 +66.4 +66.4 +65.2 +64.1 + :2 )+61. ;,'6 ,e +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE R -`SEBARA�EL U MITTED TEST CRITERIA AND OTHER
-67.0 -67.0 -67.0 -66.3 -65.6 -6 TO 45 .0 - 6 -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE G TION2{VF MATION AND APPLICABILifY OF THESE TABLE
220 ft 220 ft VALUES WHICH IST B V F YOT T,I.,. CCORDANCE WITH GOVERNING CODES.
+67.0 +67.0 +67.0 +65.7 +64.6 + >7 2.3 +, +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 i- +°
_ 6.ADHERE TO ALL � C^3sF'R0� iv TEM ORDINANCES.
230 ft -67.5 -67.5 -67.5 -66.8 -66.1 -6 . 6 T$0 �6 230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATIO F _ E1-F.0R_ I OF THE HOST STRUCTURE.
+67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 8 2.2 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 S.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR
-68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED.
240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 240 it +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 1+62.6 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 -125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1
WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
250 ft 250 ft DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
+68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
ROOF
-68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 EAVE HEIGHT
260 ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 260 ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 µ �y ROOF
270 ft -69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 270 ft -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 I 1 I HEIGHT
+69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 +69.4 +69.4 +69.4 1+68.1 +67.0 +66.1 1+65.3 +64.5 +63.9 45 O
-69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 -128.0 -128.0 -128.01-124.5 -121.5 -119.0 -116.9 -115.0 -113.3 a
280 ft 280 ft 5 I I 5
+69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 +69.8 +69.8 +69.8 1+68.5 1+67.4 +66.5 +65.7 +65.0 1+64.3 1 a O 5
ATION-70.3 -70.3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 -128.8 -128.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 -114.0 ELEV
290 ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 290 ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES /� �.. OM �.R
too REMARKS DRWN CHKD DATE >< �
D p A [NIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING off.
m y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (�O l`1,/ .. S,o. ;I �_. �.�_ ,
r 3 REV 2014 FBC DGM TSB 06/10/15 \ L t/ EXPRESS° _T ! I u,r-' ,
_ = ASCE 7-10 CHAPTER 30 CORPORATE OFFICE-
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z 160 SW 12th AVENUE, SUITE,106E �z 0 Z
z DESIGN LOADS FOR COMPONENTS&CLADDING - N z
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N P z MASTER PLAN SHEET P; 954 354-0443
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, )354-0660 F: 954)
QAND SHALL NOT IE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885
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ADDITIONS,OR OTHER MARI(INGS TO THIS DOCUMENT ARE NOT �m
O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM. -