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Home My WebLink AboutEngineering 06/30/2015-2:39pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 5th 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 EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft - Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 SO ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITfION WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO ,.1,4 QUIBED FOR _ ITH THESE TABLES. -46.4 -45.2 -44.4 -43.8 -43.3 -4?9 -yI9 -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -48.3 2. TABLES VALID O L.Y B - F - ROOF HEIGHT AS LIMITED ABOVE. 0-10 ft 0-10ft 3. TABLES VALID F k L ' aa� ,E L .APPLICABLE REDUCTIONS FOR ROOF SLOPES +42.7 +41.6 +40.8 +40.2 +39.7 + .,3 ,1 a +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN SO°SHA B B INEER AS A SITE SPECIFIC CONDITION. -47.1 -46.0 -45.2 -44.6 -44.0 -4 6 `4 g$ -4 -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B L AVE , E OF HEIGHT.IF THE MEAN ROOF HEIGHT lift +43.5 +42.3 +41.5 +40.9 +40.4 + ;9 ,g 3g g 11 ft +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF 0; EAK T. -47.9 -46.7 -45.9 -45.2 -44.7 -44-3-- .2 • -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 5. ALWAYS ROUND H• E LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI _ E OP NING IN QUESTION(HEIGHT*WIDTH)OR 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 9.5 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)M Y 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 ft 13 ft 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 +q0.4 +40.1 +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +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 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 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 -49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -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 +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -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 • -53.0 -52.4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 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 +4M +42, +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 -62.8 -60.3 -58.5 -5 LZ 43 .6 -53.0 FACTOR OF 1.18:VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17 ft +46.9 +45.6 +44,8 +44,1 +43,5 +43.1 +42.7 +42.3 +42.0 17 ft +46.9 +45.6 +44.8 + ,.51,.,. �}'.. 2.3 +42.0 GENERAL NOTES: -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 759.1 -5 ag 5 .7 4.1 -53.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 18 ft +47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 18 ft +47.3 +46.1 +45.2 + '5 x+.43:5., %," +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 -5 . °`- .4 - -54.0 CRITERIA AS OUTLINED HEREIN. 19 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 19 ft 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +47.8 +46.5 +45.6 +44.9 +44.4 3.5 +43.1 +42.8 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 FLATTERRAIN USE ONLY. THESE TABLES 20 ft +48.2 +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 +44.8 +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 -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 22 f[ +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 22 ft +49.0 +47.7 +46.8 1+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 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORRgg,, ING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft 6 ft COEFFICIENTS LISTE N ffHA�'¢B_g__. ND VERIFIED BY THE GOVERNING +50.5 +49,1 +48.2 +47.5 +46.9 + ;5 +$ ,® +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM 6&i OLDER: . RRANTY FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51.8 T5%3 ?�1 -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VIFIL28ft 28 ft 5.THIS SPECIFICA Q I T ER ANY PRODUCTRIA AND O+51.1 +49.8 +48.8 +48.1 +47.5 +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATIONRE R EEARQ = � MITTED TEST CRITERIA AND OTHER -56.1 -54.8 -53.8 -53.0 -52.4 6.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE G TIO , MATION AND APPLICABILITY OF THESE TABLE , _ 30 ft VALUES WHICH IST B V YO E'"I CCORDANCE WITH GOVERNING CODES. +51.7 +50.4 +49.4 +48.7 +48.1�7 6SZ '. +51.7 +50.4 +49.4 +48.7 +45.1 +47.5 +47.1 +46.7 +46.3 6.ADHERE TO ALL OT .� Q;ctr. TEM ORDINANCES. -57.1 -55.7 -54.7 -53.9 -53.3 3; -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIO i TY OF THE HOST STRUCTURE. 33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. "7.1 X33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 S.EXCEPT AS EXPRESSLY P - IN,NO ADDITIONAL CERTIFICATIONS OR -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. ROOF -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 EAVE HEIGHT 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +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 I , 1 HEIGHT 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 -62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 a ss fc ss 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 ON a O O -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 LEV 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURES �� IS ET o $ REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING D o m� D O INIT ISSUE GSS TSB 03/05/12 m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r O 1 41 0 0 ,� A r 3 0 REV 2014 FBC DGM TSB 06/10/15 ` 1 ) EXPRESS® A �°' • a _ = ASCE 7-10 CHAPTER 30 CORP-EOFFICE: �°z W� tom m 160 SW 12th AVENUE, SUITE 106 V Z z DESIGN LOADS FOR COMPONENTS&CLADDING ~ DEERFIELD BEACH, FL 33442 o v a a MASTER PLAN SHEET THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4j 3S4-O660 F:(954 3S4-O443 3 p Q AND SHALL NOT 1E REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m O EN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, yrZN WRITE:HELLO@ENGINEERINGEXPRESS.COM ADDITIONS,OR OTHER MARWNGSTOTHIS DOCUMENT ARE NOT ASCE J_ O 0 m PERMITTED AND INVALIDATE OUR CERTIFICATION. < o ENGINEERINGEXPRESS.COM