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Home My WebLink AboutWind Load Calculation 06/30/2015-2:39pm gabriels V:\Projects\_2014-1VIPS\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 MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 _ INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE4 Am!l n DESIGN PRESSURES(PSF)-ZONE5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq F[ Roof Tribu[a Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT-THE-LW CASE'PRESSURES.'WORST CASE'IS ~�'--�., DEFINED AS THE CRITI�AKONDITION-OF-ANYTININIOWN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 -- X45_ 50 7 ;,e,„�g t' 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO�DITIONS_gEQUIRED FOR USEiWWITH THESE TABLES. -46.4 -45.2 -44.4 -43.8 -43.3 -4 9 4 9 �' -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -48.3 2. TABLES VALID O LY BU1LbIryryGSQF MEA ROOF HEIGHT AS LIMITED ABOVE. 0_1011 \-- +��` T 0-10 ft 3, TABLES VALID F R F TYPES,&SLOPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES +42.7 +41.6 +40.8 +40.2 +39.7 +A9.3 .+A8 X8.6 +0 . +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN 10°SHA I BE'PERF.OWED BY,AN'EryGINEER AS A SITE SPECIFIC CONDITION. -47.1 -46.0 -05.2 -44.6 -44.0 -4 6 -43:2_X142:9 -42:6 -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B JL PING-MEAN(AVE"GE)R90F HEIGHT.IF THE MEAN ROOF HEIGHT lift +43.5 +42.3 +41.5 +40.9 +40.4 +3,9.9 .+39:5-,39.2 +38,9', \11 ft +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF ED;- SE-T1IE PEAK ROOF/HEIG T. _ _ 5. ALWAYS ROUND UP_BOOF_HEIGHT-5jTO,pEXTgtT BLE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft -47.9 -46.7 -45.9 -45.2 -44.7 -44 -q3,9'--43 I_ qq'2 -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 6.CALCULATE THE TRIBUT ARE OF HE OPENING IN QUESTION HEIGHT*WIDTH OR f� 12 ft p A' _;� Q ( ) +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +-PEI --+39.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)M L'TI2LIED-SY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 -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(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 13 f[ +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 k OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +44,7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 1+40.1 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -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 ft 14 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER (� +-•'--49A -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 lS:ft 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� CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. al X5.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 _+45:9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 -62.1 -59.7 -57.9 -56.6 -55.5 X544. ---_33, -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 16 ft +46.4 +45.2 +44.3 +4366'A1171`-+42,6 +42.2 `+ 1 q +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 -5 2rJ L v 54�.3 /-5 .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 +43.11+42.7 +42.3 +42.0 +46.9 +45.6 +44.8 +44-11 ,{42.3 +42.0 GENERAL NOTES: -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 -5 8 5.6,]55.7 -54`.9'• 4.1 -53.5 18 ft 18 ft I' v--;�� 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 + 4.5- Q4:0-,43.5 +43,1"`+4 7 +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 -583 Z.2'--S ��5�4�54T -54.0 CRITERIA AS OUTLINED HEREIN. 19 k +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.6 19 ft +47.8 +46.5 +45.6 +44.9 +44 4 44 -J+'3.5 +43.1 +42.8 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 39 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 +q8.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 ft +48.2 +47.0 +46.1 +45.4 +q4,8 +44.3 +43.9 +43.5 +43.2 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 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 1-59.8 -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. -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -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. 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 24 ft +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 =49:8--49.5__ -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORRESRONDING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft F - 6 ft COEFFICIENTS LISTED-HEREIN SHALL BE,DICFATED_AND VERIFIED BY THE GOVERNING +50.5 +49.1 +48.2 +47.5 +46.9 +465__ 5:9--+45.5 +45.2-^/-",>/ +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM NT-AN.D PERMIT-tiOLDER:NO'-WARRANTY FOR APPLICABILITY OF TABLE -S5.5 -54.1 -53.2 -52.4 -51.8 -5 3 0.�`5 -50.1 J' -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFER11Di REIN\ �f 28 f[ I \ `\ ,`/� 28 ft S.THIS SPECIFICATIO IS NOT_-IN]ENDED TO10 FER ANY PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47.5 +47.0[ TtS-+46.1-•.45:8,/ +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RE ER'TO-ANYSE2ARATELY-SUBMITTED TEST CRITERIA AND OTHER -56.1 -54.8 -53.8 -53.0 -52.4 -5-.9015_3 51'.1 -59,7 C -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DEIGN'-S-_IN.ST4I:C.. ON•INFORMATION AND APPLICABILITY OF THESE TABLE 30 ft +51.7 +50.4 +49.4 +48.7 +48.1 +4�.5,, 4751..446.7 +46.3, 30 ft +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 VALUES WHICH IS TQC BFLVERIFIED BY OTHERS�I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL�,OCAL--1 AC-T�ROTE ON.SYS,TEM ORDINANCES. 33 ft -57.1 -55.7 -54.7 -53.9 -53.3 -5 :$'.\='-51 y/,"S .6`\ -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATION'I5_ERE[i�F,OR�TJjE 1NTEGRITY OF THE HOST STRUCTURE. J' 33 ft 8.EXCEPT AS EXPRESSLY P OV E EIN,NO ADDITIONAL CERTIFICATIONS OR +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9' 5- 7.1 +52.6 +51.2 +50.2 +49.5 +45.9 +48.3 +47.9 +47.5 +47.1 -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 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +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 +48.7 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. -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 ROOF 45 ft 45 ft a a EAVE HEIGHT +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 +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 HEIGHT 50 k +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 soft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 Q -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 55 ft 55 ft 5 4 5 +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 a -63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 ELEVATi N 55 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60 ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 1+53.1 +52.7 +52.3 WALL ZONE FIGURES IA 0 o III REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o D O p INIT ISSUE GSS TSB 03/05112 o r= m (31 m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 / 1 o plc r 3 REV 2014 FBC DGM TSB 06/10/15 2 014 EXPRESS° A - = ASCE 7-10, CHAPTER 30 z° W m CORPORATE OFFICE: I A Z m DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, SUITE 106 �- O L Dz p DEERFIELD BEACH, FL 33442 z MASTER PLAN SHEET m m j N z O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z 4 c AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m y 0 N a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 E:HELLO@ENGINEERINGEXPRESS.COM z O v ADDITIONS,OROTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 1 O z m o PERMITTEDAND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM <