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HomeMy WebLinkAboutEngineering 07/01/2015-9:22am DanlelG V:\Projects\-2014-MPS\400 Wind Charts\ ReferenceW0-MPS14.400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRI-15 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN - Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Trlbutary Area(Sq Ft Roof Tributary Area(Sq Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 107 -15 1 20 25 30 fight _10- 15 20 1 25 1 30 1 35 40 45 50 DEFINED AS THE CR WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. -30.6 -30.2 -29.8 -2 -39.4' 37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID 0 PEOP OOF HEIGHT AS LIMITED ABOVE. 0-15 k _+29.4 +28.1 +27.7 +27.3 t 0-15 +29.4 +28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F PPLICABLE REDUCTIONS FOR ROOF SLOPES _ _ LESS THAN 10°SHA ER AS A SITE SPECIFIC CONDITION. 16 ft '32: =31.6 -31.0 -30.6 -30.2 -2 2 16 ft` -39.9 -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B ! HEIGHT.1F THE MEAN ROOF HEIGHT +29.8 +29.0 +28.5 +28.1 +27.7 + +29.8 +29.0 +28.5 +28.1 +Z7.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF . -32.8 -32.0 -31.4 -31.0 -30.6 -30. .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5. ALWAYS ROUNDLE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI G IN QUESTION(HEIGHTWIDTH)OR 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 71 17 ft +30.2 +29.4 +26.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)MCTIVE 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).USI!-THE AREA BETWEEN STRUCTURAL 18 ft +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 +27.6 +27.6 +27.4 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 19 k -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 19 ft -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 +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 -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9. -30.6 -41.9 -00.2 -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 20ft +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 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft -34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 21 ft -42.3 •40.6 -39.4 -38.5 -37.8 MUNICIPALITY IN ACCORDANCE WITH CODE. +31.6 +30.8 1+30.2 +29.7 +29.3 1+29.0 +28.7 1+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 ft -34.6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 22 ft -42.7 -41.0 -39.8 1-3 .5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLEUSE. +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 - 3 6.8 -36.4 1. TABLES 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 TO BE USED IN CONFORMANCE ITCHAPTER 30 PARTRIEOR DESIGNSS ,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 . -36.7 CRITERIA AS OUTLINED HEREIN. 24([ THE WIND SPEED AND +32.5 +31.6 +31.0 +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 EXPOSURE SPECIFIED.2 DESIGN IS HESE TABLES NOT FOR ED ON THE 3 SECOND GUST(USE WITH ESSEWIND NTIAL FACILITIES OR ASSEMBLY 25 k -35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 25 ft -4319 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 +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 +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 26 ft -35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 26 ft -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.TABES ARE FOR +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 +33.0 +32.2 +31.5 1+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 -02.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.63.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABES ARE ONLY 27 k + 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 COR ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft ND VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 + 8 ft +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTMEFFICIENTS E N RRANTY ORA APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -3 -45.3 -435 -42.2 -41.2 -40.4 •39.8 -39.2 -38.7 --38.2 VALUE USE IS OFF" 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 S.THIS SPECIFICA 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 30 ft '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 + +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL - EM ORDINANCES. 32 ft -37.4 -36.5 -35.9 -35.4 -35.0 -3 . 32 ft -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 +31.7 +31. 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 35 ft -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 35 ft -47'1 -45.2 -43.9 -42.9 -42.1 -41.4 40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 +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 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -02.5 -01.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40ft +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.fi +32.4 DIMENSION OR SFT(1m).USE ZONE 5 IF AT ALL IN QUESTION. 42TION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 45 ft -40.2 -39.2 -38.6 -38.0 -37.6 L37.2 -36.9 -36.6 -36.3 45 ft - ROOF SAVE 49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 - .4 -41.9 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 Iay Iar 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 1 HEIGHT soft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5oft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 1+34.2 +33.9 5 S 55 k 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 5 I O I Jr � +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 55 ft +38.7 +37.7 +36.9 +36.4 1+35.9 +35.5 +35.2 +34.9 +34.6 ay 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 60ft +39.4 +38.4 +37.6 +37.1 +36.6 +35.2 +35.8 +35.5 +35.3 60ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.81+35.5,+35.3 WALLZONE FIGURES C:) o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING ��_ o m� D p INR ISSUE GSS TSB 03/05112 -V m 3 REV•ADJUSTED HEIGHTS GSS TSB 04/09/12 (�01(�1 EXPRESS® �� V o T REV 2014 FBC DGM TSB 06/10/15 ) �� = m r t< _ - - COHPOMTE OPFICE� V z ASCE 7-10, CHAPTER 30 i �m Z m - 160 SW 12th AVENUE SUITE 10.6 m z DESIGN LOADS FOR COMPONENTS&CLADDING z 8 DEERFIELD BEACH FL 33442 a m THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEEP P:(954)354-0660 F:(954)354-0443 p T z I ,-' p AN SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 118885 q� LJ O f...� WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, d0 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENTARE NOT ASCE 7-10 E:HELLO@ENGINEERINGEXPRESS.COM �0O m a PErunrrTEDAND INVALIDATE OUR cEanFlcanon. ENGINEERING EXPRESS.COM ` Ln