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Home My WebLink AboutEngineering 06/30/2015-2:42pm gabriels VAProjects\2014-MPS\400 Wlnd Charts\_Reference\00-MPS14-100 Series C&C(Current).dwg lr W' 51th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 " $JD,�� MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDINN(;u' WIND VELOCITY = 170 MPH S!. _tJ„le County, -L. EXPOSURE 'D' BASED ON Kd=0.85 INTERIOR ZONE 4 PRESSURES j I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Trtbuta Area(S Ft Roof Tributa Area(S Ft 1. TABLES ARE INTENDED TO pE;P,I__ QRST CASE'PRESSURES.'WORST CASE'IS -�„ 'TS`" eight DEFINED AS THE CRi /St:GIIN1�F[IONWO NISEI WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 30 5 .,,ti 5Q g SO 15 20 25 30 35 40 45 50 USE OF CRITICAL CO T;tQM EIIUIREJa EO��',,�1) ITH THESE TABLES. -54.9 -54.9 -54.9 -54.3 3.7 5 >} ^" •Jn -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABLES VALID O L yI Sg §,�}F_q ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft ¢; c w ��2� 61-70 ft 3 TABLES VALID F R; L �'( S�Q,., APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 53.0 + 2v2. � i L+vF.>'s_.S.•NTr;Ri +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 LESS THAN 10°SHA tB E F ��.B GINEER AS A SITE SPECIFIC CONDITION. -56.2 -56.2 -56.2 - -55.0 -5 %$ s 5?79;1�r9+�4'1 a. -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B ' P(Y ((p,�y,/.EE jRQOF HEIGHT.IF THE MEAN ROOF HEIGHT 80ft +56.2 +56.2 +56.2 +55.1 +54.2 + 5? S Y2 +?•1`y7r. \80 ft +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTI EDTI1E.FAKSR •Y,p. EIZiLUI �Pt;IT. -57.3 -57.3 -57.3 -56.7 -56.1 -55. -° 5 . 4 `.k .5 "� -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 6.CAS. LCULATE THE TRI AAYS ROU D G ',C). E OPENIBNG NAQUESTION(HEIGHOR T WIDTH)R ON. 90 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 �m -2.8 90 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)MUI Y 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(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 ft +58.4 +58.4 +58.4 +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 OPENIOF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE NGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY EET) 5 ALL -59.4 -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 k +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 110 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 k +60.3 +603 +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. B.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=�Id47- 100.6 -99.2 MUNICIPALITY IN ACCORDANCE WITH CODE. 130 k 130 ft r`J9`"2,ted•' +56.3 9.FOR SITUATIONS THAT RE UIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A +61.1 +61.1 +61.1 +59.9 +59.0 +SS.Z +57.5 +56.8 +56.3 +61.1 +61.1 +61.1 +59 +58;2; #5.7;55;a55;)f Q -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 0;- 1 i �`S= ¢`Q!1- .9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 k 140 h +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 +61.9 +61.9 +61.9 + p ,„ r $9.4 S:Xd ari7.6 +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 { �'^ 0 g 4, 03.2 -101.7 150 ft 150 ft /�,' i...L �¢.�5::a ` 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 +62.7 +62.7 +62.7 + GS;_666...0.! 459)6.`?i.5.8, 3 +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 -112. ' 1113? 8., ra.�.I tb . -102.8 CRITERIA AS OUTLINED HEREIN. 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 �} j.,t 9.6 +58.9 +58.4 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 -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 170 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(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 180 ft -64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 180 ft -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 +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY. 190 k -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 190 ft -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 3.THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 +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. �3; USE OF THESE TABLES AND CORRESPQhLQING WIND VELOCITY,EXPOSURE,AND OTHER -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 2.fi -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 COEFFICIENTS USTEDJJERF-IN }.CALL,EIE.DICTATED) NO VERIFIED BY THE GOVERNING 200 ft +65.9 +65.9 +65.9 +64.6 +63.6 +Qk:N '� r3 5leam•• r 00 ft +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPART rA MIT/}I 55iij 4N01Y RANTY FOR APPLICABILITY OF TABLE -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFS D' 13IN rY'�.`-k jfF� -66.4 -66.47 $ Ov a it 1p; ram ANY PRODUCT-APPROVED 210 k > a r`(1• t!y+ 210 ft S.THIS SPECIFICA O I OT'{f�ft�DtE�.T,Q% +66.4 +66.4 +66.4 +65.2 +64.1 + ,2;c+fi� ''-x.'61: a, Itk.r +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE ER„�Gy1 SEPAfT1�Y�.SV MITTED TEST CRITERIA AND OTHER -67.0 -67.0 -67.0 •66.3 -65.6 -6k,��6 q0 +�63�6,x y -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE 1G t�jTA'�CAT,ION1 F.- MATION AND APPLICABILITY OF THESE TABLE 220 ft +67.0 +67.0 +67.0 +65.7 +64.6 + . 0? 6T +6r"1�7:!)'�') 20 ft VALUES WHICH IST B VE3BIF�i9p,617 OTHE; IORDANCE WITH GOVERNING CODES. +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 {d�RG`BIT 6.ADHERE TO ALL G4CI A .P(lQTiECI,�ON, EM ORDINANCES. -67.5 -67.5 -67.5 •66.8 -66.1 ` _LD,1t ms's ,1„� 1' 230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7,NO CERTIf1CATI0 ,F,E D_--F,"OTr?IjE YNf'i✓GRIfY OF THE HOST STRUCTURE. 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 6 B 2.2 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY P :H�EIN,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 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64,7 +63.9 +63.2 +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 +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. MEAN -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 ROOF 260 ft EAVE HEIGHT +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 260ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 �{ i r HEIGHT - ROOF 69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 280 k •69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 280 ft -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 Jr I O I 5 ® 4 `�a +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 O O -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 EL ATI N 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 IS R C C:) NRISSUES GSSN TSB 0305n2 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� M 3 RE/-ADJUSTED HEIGHTS GSS TSB 04/09/12 /20141 <o A� l ) EXPRESS °' I''T REV 2014 FBC DGM TSB 06/10/15 00 W cp LJ 2 - - - CO0.AVE OFFICE: Z H _ ASCE 7-10 CHAPTER 30 z m - ' 160 SW 12th AVENUE, SUITE 106 �; c:) iOz DESIGN LOADS FOR COMPONENTS&CLADDING z DEERFIELD BEACH, FL 33442 mo > rn -P z MASTER PLAN SHEET P:(954)354-0660 F:(954)354-04x3 Z A o Gt THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, CERT OF RUTH#9885i 3 O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT o A u�gg WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. E:HELLO@ENGINEERINGEXPRESS.COM 0 d Q PERMITTED ANDINVALIDAATEOURCERTIFICATION.�TARENOT ASCE 7-10 ENGINEERINGEXPRESS.COM K T