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HomeMy WebLinkAboutEngineering 06/30/2015-2:42pm gabdels 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 = 170 MPH I MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributery Area(Sq Ft f Roof Tributa Area S Ft) 1. TABLES ARE INTENDED TO DEP.IC-THEE��//ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 »,4 4 SO`� eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI /S1=CONDITION"OF-AN4_ WN VARIABLE AS DESCRIBED BELOW. 5- /' USE OF CRITICAL CC)..DITION EQUIRED FOR USEi ITH THESE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 -5 3 -5 .8_��=52.1 -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABLES VALID 0 LYZC! BAIL• ry,C`S�QF>N}EA ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft - - je 161-70 ft 3 TABLES VALID F R A��F=TVPE &'SLOP .APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 +53.0 +,2.2 1.0 OV J +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 >� _ LESS THAN 10°SHA BPERfiQR IED BY^ANNE, INEER AS A SITE SPECIFIC CONDITION. soft -56.2 -56.2 -56.2 -55.6 -55.0 5�5 -5pp4:1-j5317 -S�,. '1 -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B ILDI(-TGMFIIN,(AVE, E)RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +56.2 +56.2 +56.2 +55.1 +54.2 +93.5 wSZ:B-X52.2 f51;T`�X80 ft +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF 6D; S'E-7YIEIPEAK ROOfiliFIG T. 5.ALWAYS ROUND 13 Flq GHTS�TO,;4E1C.-f``TTTT LE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft -57.3 -57.3 -573 -56.7 -56.1 -56. 5,2-`4. ftp 5 90 ft -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 6.CALCULATE THET RIBtli'A�. 'ARR--11 HE OPENING IN QUESTION(HEIGHT*WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 '+59 52.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)Ml7L'TiP.t,[I ED'BY 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 OPENINGS ANO ENING CANNOT BE IDENTIFIED,THE MOSTRITICAL(0 SQUARE FEET)SHALL -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 -96.3ARY 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 +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 +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. -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 =f04.Z' 0 -100.6 -99,2 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft 130 ft �_/ MUNICIPALITY IN ACCORDANCE WITH CODE. +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 +61.1 +61.1 +61.1 + 9;9=--FS-O"-+582 +57.5--+,5 ; +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 b.3.Zi 7.Z=1D =100�33.�.6 171p1.9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft 140 ft I 58...'g,+ S;Zi 57.6 +57.0 +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 +61.9 +61.9 +61.9 + 0.7�dSL .$ GENERAL NOTES' - -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -S9.9 -59.5 -114.9 -114.9 -114.9 -31.7 9A'-=06.8. -19,4.9 1103.2 -101.7 150 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 1.5{.;+k- S--+59.6 }58,9`,��t58,'3 +57.7 METHODOLOGY1. TABLES "PER ASCE 7TO BE D10 SECTION 2IN A4.1 AND CHAPTER 30 PART NCE WITH"ALLOWABLE �1 OR ESS DESIGN 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 -if2. ' 10`'=10 '''10/-.f=1043 -102.8 CRITERIA AS OUTLINED HEREIN. 160 k +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 36ry •-+59.6 +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 FORUSEWITH 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. -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 A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 190 k +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +6 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 X63:0' -62.6_ -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft j' -- 00 ft COEFFICIENTS LIST ED,kiEREIN SHALL BE•DTCTATEOLAND VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 + __+�_T,9 -c613 +60J,- ,. +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM (I=AN -PERMIT-HOLDER.N RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -61'.5 4.b:'63 5- x;71 -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFER IY\ � 210 ft -- 111 �� ';/" 210 ft 5.THIS SPECIFICA O IS NOT_IN7€„N,DEO TO.O PER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 + 3.2 -+ -;61.8 +61a;/ +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE ER TO-A_ SEPARATEL'Y�S I MITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 -6 I 0 4.5 q j4;O -6�t6 �C -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.11-110.3 -108.7 APPROVALS FOR E IG INST TION`IJVFO MATION AND APPLICABILITY OF THESE TABLE +67.0 +67.0 +67.0 +65.7 +64.6 +3.71 A510-+62.3 +617" y` 20 ft +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 VALUES WHICH IST B VEA)_FIE BY OTHEg, I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL�����QDCA'L IP41?ACT.PROTE .SY�S,TEM ORDINANCES. 230 ft '67.5 -67.5 -67.5 -66.8 -66.1 -6 . `5= 6„4�y '6,�f!1`\X230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATION -FORT INTEGRITY OF THE HOST STRUCTURE. +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5�+62 8- 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 OVIDEJH IN,NO ADDITIONAL CERTIFICATIONS OR -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.S -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 1-8-3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED. 240 k +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=SO%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 k +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 260 ft -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 260 ft -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 a a EAVE HEIGHT +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 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 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 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 -69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 ® I ,4, 280 ft +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 280 ft +69.8 +69.8 +69.8 +68.5 +67^4 +66.5 +65.7 +65.0 +64.3 Jr I 5 a . 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 ELEVATION 05 290 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 WALLZONE FIGURES �� I M IC O . o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGIIiIEERING o m� D O p INIT ISSUE GSS TSB 03/05/12 m I REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 EXPRESS 0 0 z K P� 3 REV 2014 FBC DGM TSB 06110/15 2014 L.: •• cn ASCE 7-10, CHAPTER 30 $ "Y lom .�. _ _CORFOR OFFICE: _I z DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 0 MASTER PLAN SHEET m m i\ 5 I G) THIS DOCUMENT Is THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 M ! o v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z o �] a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 0 LI-I ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- .L O E:HELLO@ENGINEERINGEXPRESS.COM p z m 0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ul ENGINEERINGEXPRESS.COM `