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HomeMy WebLinkAboutEngineering 07/01/2015-9:22am DanleIG V:\Projects\2014-MPSWOO Wind Charts\-Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE tC t BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE4 Meank-40.5 -38.9 DESIGN PRESSURES PSF-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED T^O-� +I@�,VORST CASE'PRESSURES.'WORST CASE'IS Height x-10 15 20 25 30 fight DEFINED AS THELCI �f WN VARIABLE AS DESCRIBED BELOW. 20 25 30 35 40 45 50 USE OF CRITICAL CO ITH THESE TABLES. 0-15 k 832:9! -3L3 -30.6 -30.2 -29.8 - 8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. 1 '+28.6 +28.1 +27.7 +27,3 + 0-15 ft 6 +28.1 +27.7 +27.3 +27,0 +26.8 +26.5 +26.3 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10"SHA INFER AS A SITE SPECIFIC CONDITION. 16 ft 2.4 -31.6 -31.0 -30.6 -30.2 - 4 -373 -364 -357 -351 -346 -34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT +298 +290 +285 +281 +27.7 + 16 k +26.9 +26.7 CANNOT BE IDENTIF T. 32.8 -32.0 -31.4 -31.0 -30.6 -30. 6 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5.ALWAYS ROUND LE VALUE OR CONSERVATNE ASSUMPTION, OR 17k +30.2 +29.4 +28.9 +28.4 +28.1 +27.6 +27.5 7.1 17 ft 4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGH%T)M Y AN EFFECTIVE QUESTION OTHAT NIEED NOTBELESS -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 R BUTARY +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 AREA OF AN OPEN NG CANNOT BE IDENTIFIED,PENINGS ONLY-THIS INCLUDES AREAS ETHE EN MOST CRITICAL( 0 SQUARE UCTURAL MULLS. IF THE FEET)SHALL 19 ft -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 +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 -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 20 ft +31.3 +30.4 +29.9 1+29.4 1+29.0 1+28.7 1+28.4 +28.2 +28.01 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 -36.1 -35.7 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft MUNICIPALITY IN ACCORDANCE WITH CODE. +31.6 +30.8 ]-33.5 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 +31.6 +30.8 +30.2 + +28.3 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 R -34.6 -33.8 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 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 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22 ft +31.9 +31.1 +30.5 + B.S. +28.6 GENERAL NOTES' 23 ft 34.9 -34.1 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 43.1 -41.4 40.2 - 3 6.8 -36.41.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +32.2 +31.3 +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 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 -3 . -36.7 CRITERIA AS OUTLINED HEREIN. 24ft +32.5 +31.6 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 +30.6 +30. 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 25 ft -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 FIAT TERRAIN USE ONLY. THESE TABLES +32.8 +31.9 +31.3 +30.8 +30.4 +30.11+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 26ft -35.8 -35.0 -34.3 -33.9 -33.5 -33.1 1-32.9 1-32.6 -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 +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. 27 ft 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. +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 -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND CO FS ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTE REN NO VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 + +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM RRANTY FOR APPLICABILITY OF TABLE 36.7 -35.8 -35.1 -34.7 -34.3 -3 45.3 -43.5 -42.2 -41.2 -40A -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFE I 29 k +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 S.THIS SPECIFI_A I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER 30 ft -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 +34.0 +33.2 +32.5 +32.0 +31.6 + 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL EM ORDINANCES. 32 ft -37,4 -36.5 -35.9 -35.4 -35.0 -3 -46.2 -44.4 -43.1 -42.1 -41,3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +34.5 +33.6 +33.0 +32.5 +32.0 +3 0.9 32 ft +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 -3 -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 +3 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.37-36.07-35.17 -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 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 k -40.2 -39.2 -38.6 -38.0 137.6 -37.2 -36.9 -36.6 -36.3 45 ft -49.7 -47.7 -46.3 1-45.2 -44.4 -43.6 -43.0 1-42.4 -41.9 EAVE 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 ROOF -41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 50.8 -48.8 -07.4 46.3 -45.4 -44.6 43.9 -43.4 -42.8 I HEIGHT 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 50 ft ' +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 55 ft 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 -43.7 Jr I ® I 5 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 55 ft +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 60 ft -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 -05.7 -45.0 -44.5 O Q +39.4 +38.4 +37.6 +37.1 +36.6 +36.21+35.8 +35.5 +35.3 60ft +39.4 +38.4 +37.6 +37.11+36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES !� S ETR nW o o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING �.� © m D O INR ISSUE GSS TSB 03/05/12 0 6 m z m 3 REV-ADJUSTED HEIGHTS GSS TSB 04!09/12 (2014) EXPRESS® A �� 2� REV 2014FBC DGM TSB 06/10/15 N = - - ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: $ M. i r m I-` rn" DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE:.lOb y z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 ' v z I c THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443F , , i o AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 ' y z , O II-t WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, O ADDmONS,OROTHER MARNINGSTOTHIS DOCUMENT ARE NOT 7 E:HELLO@ENGINEERINGEXPRESS,COM 'p z� PERMITTED AND INVALIDATE OUR CERTIFICATION. ASCE / �1 0 ENGINEERINGEXPRESS.COM, y j , m