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Home My WebLink AboutEngineering 07!0112015-9:22am DanieIG V:1Projecls\_2014-MPS1400 Wind Charts\ Reference\00-MPS14-000 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 1.50 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGNPRESSURES�PSF)-ZONE4_ _ Mean _ DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area S Ft _ Roo( Tributa Area 5 Ft 1. TABLES ARE INTENDED TO �-H ORST CASE'PRESSURES.'WORST CASE'1S Height 10 15 20 25 30 +A - eight 10 15 20 25 Ar 35 40 45 50 DEFINED AS THE CRI FL�AL C- � N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. -31.9 -31.1 .30.6 -30.2 -29.8 -2 1` -39.4 -37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 0 15 ft q +28.6 +28.1 +27.7 +27.3 + 0 +29° , 28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F ILL APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION. 324 X31.6 -31.0 -30.6 -30.2 -2 2 C -'f 399,--'- 8.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4, IDENTIFY THE B ! OF HEIGHT.IF THE MEAN ROOF HEIGHT +29.0 +28.5 +28.1 +27.7 + > ft ,+29 8',+19 0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF S T. - 2.8 -32.0 -31.4 -31.0 -30.6 -30. '.6 \.X40:5-- 8.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5. ALWAYS ROUND E LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 17 =- 6. CALCULATE THE TRI UY. ,HE OP NING IN QUESTION(HEIGHT'WIDTH)OR +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)Ml7L 0Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 f[ +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 f[ +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 OPENAL MULLS. IF THE TRIBUTARY AREA IOF AN OPENING CANNOT BE IDENTIFIED,THE MOSTRNGS ONLY-THIS INCLUDES AREAS BETWEEN ITICAL(10 SQUARE FEET)SHALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 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 20 ft -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 20 ft -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 -42.3 -40.6 -39.4 -38.5 -37.8 6,fi -36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 ft +31.6 +30.8 +30.2 + -+ +283 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -34.6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 22 It -42.7 -41.0 -39.8 -3 .5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 +31.9 +31.1 +30.5 + 8.8 +28.6 GENERAL NOTES: -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 -40.2 - 03 6.8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 23 ft +32.2 +31.3 +30.7 + +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -35.2 -34.4 -33.8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 -3 $ ,6 - -36.7 CRITERIA AS OUTLINED HEREIN. 24 f[ +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 It +32.5 +31.6 +31.0 +30.6 +30.2 B 9.6 +29.3 +29.1 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 -35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -40.0 -39.2 -38.5 -38.0 -37.5 -37.0 OCCUPANCIES, TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 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 -35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 •37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY. -36.1 -35.2 -34.6 -34.1 -33.7 -33.4 -33.1 •32.9 -32.6 -44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.6 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. 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4,THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -36,4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -32.9_ -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND CDR ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 fl g(t COEFFICIENTS LISTE E42EZN 8`" tl AF ND VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 + •'0:4� ( +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING OEPARTM I D-Qf RRANTY FOR APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -3 '( -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFE 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 + 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 5.THIS TION.ICA I ER ANY PRODUCT APPROVED CERTIFICATION. REF MITTED TEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 "38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 + R 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T 0 V CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL TEM ORDINANCES. 32 ft -37.4 -36.5 -35.9 -35.4 -35.0 -3 . �' •8 32 ft -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 •39.5 -39.0 7.NO CERTIFICATIO IN OF THE HOST STRUCTURE. +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.,r 0.9 +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -38.2 -37.2 -36.6 -36.1 •35.6 -35.3 -35.0 -34.7 -34.5 -47.1 -45.2 •43.9 -42.9 "42.1 -41.4 -40.8 -40.2 -39,7 AFFIRMATIONS ARE INTENDED. 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 1+31.7 +31.5 a=SO%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +36.2 +35.2 1+34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 1+35.2 1+34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN 45 ft -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 q5 ft -49'7 -47'7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF SAVE HEIGHT +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 Ia a ROOF -41.1 -40.1 -39.4 -38.9 -38.4 •38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 I I HEIGHT 50 it +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 x33.9 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 D -42.0 -40.9 -40.2 -39.7 39.2 38.8 -38.5 -38.2 -37.9 51.8 -49.8 -48.3 47.2 -46.3 -45.5 -44.8 -44.2 -43.755([ +35.5 +35.2 +34.9 +34.6 55 ft +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 5 I ® Ir ® +38.7 +37.7 +36.9 +364 +35.9 +38.7 +37.7 +36.9 Ja ® -/\ �r -42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 -49.2 -48.1 -47.1 -46.3 -45.7 -45.0 -44.5 Tl 5Q 60(t +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 I.L35.5 IL5 3j ALL ZONE FIGURES ETR C y 0 REMARKS DRWN CHKD DATE It-n p INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o In (2014) p� m 3 REV-ADJUSTEDHEIGHTS GSS TSB 04/09/12 EXPRESS® Oz O .� z REV 2014 FBC DGM TSB 06/10/15lb( �� O a0. � B - j- - - ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: ° 41m Z I1 A DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, SUITE 106 z DEERFIELD BEACH, FL 33442 0 a II G THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z A '`" 0 .�] x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT O 9 O o F.a p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. 1 CERT OF AU7H IIa885 m N ADDITIONS.OROTIIERhIARKINGSTOTIfISUOCUM1fEN7AliENOT ASCE 7 1 0 E;HELL PeRMI7TEDANDINvnuDATEGueGERHFIGAnDN. ENGINEERINGEXPRESS.COM ` 1 m