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Home My WebLink AboutEngineering 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 V BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area 5 Ft Roof Tributa Area S F[ 1. TABLES ARE INTENDED TO P_ ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 50 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR INION WN VARIABLE AS DESCRIBED BELOW. USE OPC RITICAL CO _-N- EQTUIRED FOR ITH THESE TABLES. 61-70 ft -51.7 -51.7 -51.7 -51.2 -50.6 -5?12 ,8 - =9 -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 2.TABLES VALID O LSV --�8�1 L h_ ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft 3 TABLES VALID F R L 3. E I, APPLICABLE REDUCTIONS FOR ROOF SLOPES +51.7 +51.7 +51.7 +50.7 +49.9 + .2 d$. ,� +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 LESS THAN SO°SHA B� B INEER AS A SITE SPECIFIC CONDITION. 80 ft -52.9 -52.9 -52.9 -52.4 -51.8 -5 .3 5 ,6 3 80 ft -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 4.IDENTIFY THE B ,L AVE ¢E OF HEIGHT.IF THE MEAN ROOF HEIGHT +52.9 +52.9 +52.9 +51.9 +51.1 + :4 �` `49.2 +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 CANNOT BE IDENTIF ED Sf=• - ,EAK b T. -54.0 -54.0 -54.0 -53.4 -52.9 -52. �- 3 90 k -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87,6 5.ALWAYS ROUND" GHTS • LE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft 6. CALCULATE THE TRI - .,. •,,T' E OP NING IN QUESTION(HEIGHT*WIDTH)OR +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 9.7 +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -55.0 -55.0 -55.0 -54.4 -53.9 -53.4 -53.0 -52.6 -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(HEIGHT2/3).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 110 ft -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 +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 120 ft -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 8Y OTHERS. ANY QUESTIONABLE OPENING IS TO BE +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 120 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. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft -57.6 -57. -57.6 57.0 -56.4 -55.9 -55.4 -55.0 -54.7 130 ft -105.6 -105.6 -105.6 -102.6 -100. -94.8 -93.4 MUNICIPALITY IN ACCORDANCE WITH CODE. +57.6 +57. +57.6 56.5 +55.6 +54.8 +54.1 +53.5 +53.0 +57.6 +57.6 +57.6 + 9� 4.8 +54... +53.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -58.3 -58.3 --STT- -57.7 -57.1 -56.6 -56.1 -55.8 -55.4 140 ft -106.9 -106.9 -106.9 -1� TC-� I t5 r .0 -94.6 FACTOR OF 1.18.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 +S4.2 +53.7 +58.3 +58.3 +58.3 + 2 + s.( 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 1 Sg7 Zl OOf6 -� B 7.2 -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> 56,21 T.a +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 -10 .` 03?9' .9 w . -96.8 CRITERIA AS OUTLINED HEREIN. 160 ft 160 ft "'� 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. 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 -58.5 -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 FLATTERRAIN 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(GCpi=+/-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 -57.9 180 k -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 +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 ASA SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 190 ft 190 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 +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 0 ft -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft rn� - 210 ft VSEFFICIENTS LIS TH SSSPECIFICA DO t I OHI T ND VERIFIED BY THE GOVERNING +62.6 +62.6 +62.6 +61.4 +60.4 +sr s6 +5 +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 CS.ERTIFICATION. RE R. _`- A RRANTY FOR APPLICABILITY OF TABLE +62.1 +G2.1 +62.1 +60.9 +59.9 + _ -+57,.7 +5� Fs +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 BUILDING DEPARTM RM HOLDER 210 ft -62.6 -62.6 -62.6 61.9 -61.3 6 7 .3� 5 114.7 114.7 114.7 111.5 108.9 106.7 104.7 103.1 101.5 O p ER ANY PRODUCT APPROVED �(V U MIT-FED TEST CRITERIA AND OTHER P-62.1 -61.7 Y220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 VALUES ADHERE TO ALL C$..;V- OT �I pATION AND APPLICABILITY OF THESE TABLE 220 ft -63.1 -63.1 63.1 -62.4 61.8 6 2 9 115.7 115.7 115.7 112.4 109.8 107.5 105.6 103.9 102.4 APPROVALS FOR DE G TION F M CCORDANCE WITH GOVERNING CODES. +63.1 +63.1 +63.1 +61.9 +60.9 + 0 8 1 TEM ORDINANCES. 230 ft -63.6 -63.6 -63.6 -62.9 -62.3 -6 6 4 230 ft -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 7,NO CERTIFICATIO "EFu'E- OF THE HOST STRUCTURE. +63.6 +63.6 +63.6 +62.4 +61.4 +60.56 +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 8.EXCEPT AS EXPRESSLY P r IN,NO ADDITIONAL CERTIFICATIONS OR -64.1 -64.1 -64.1 -63.4 -62.7 -62.2 -60.9 -117.4 -117.4 -117.41-114.11-111.5 -109.2 -107.2 -105.5 -103.9 AFFIRMATIONS ARE INTENDED. 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +59.0 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -64.5 -64.5 -64.5 -63.8 -63.2 -62.6 -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 LEAST HORIZONTAL HEIGHT 250 ft 250 k DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -62.1 -61.7 260ft -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 a a SAVE ROOF 260 ft HEIGHT +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 µ ROOF -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 I HEIGHT 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.12 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 4 5 0 -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 280 k +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 280 ft +65.8 +65.8 +65.8 +64. a O 5 +63.5 +62.6 +61.9 +61.2 +60.6 5 y 4 290 ft -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 290 ft -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 1 LEVA O +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 +66.2 +66.2 +66.2 1+64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WALL ZONE FIGURES ISO IC C:) REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERINGmT D O `n INIT ISSUE GSS TSB 03105/12 z o 0Z C3;rl m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 201[/ E�CPRESS° REV 2014 FBG DGM TSB 06/10115 o (JJ A D - ASCE 7-10, CHAPTER 30 0� oz CORPORA OFFICE: ^ Z m 160 SW 12th AVENUE, SUITE 106 DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 o v �` n ,� � __ . in _A z MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z o C) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, c�3 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7- 10 CERT OF AUTH#9885 z 00 F0- WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE E:HELLO@ENGINEERINGEXPRESS.COM M, 0 m p ON PERMITT DANDINVALID�COURCE TIIFCATION.ENTARENOTENGIN EERINGEXPRESS.COM