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Home My WebLink AboutProject Information (2) 01/11/2018-12:06pm interni V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6t EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 150 MPH NMRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.8S ENCLOSEDSTRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE(#)PRESSURES 1 EXTERIOR ZONE�PRESSURES 0 - - (SEE BELOW) Mean DESIGN PRESSURES(PSF -Z NE 4` "-- . Mean DESIGN PRESSURES g(F)-ZOJ E 5 4 1.INSTRU IDENTIFY ZONE OF Ill. ANY -DR OENITABLE NG _ tOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Area of Openin $ f Area of O enin $ Ft URE BELOW LEFT OR INFOR, - ON P O THERS. D THE MORE CRITICAL(EXTERIOR)ZONE Height SO 20 30 40 5 fight 10 20 30 40 50 5• j 2.IDENTIFY THE BUILDING M VE T FROM THE LOWEST GROUND ELEVATION.IF -31.9 -30.6 -29.8 -29. -39.4 -36.7 -35.2 -34.1 -33.2 MEAN ROOF HEIGHT CANN F PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft r� 15 ft 2.1. ALWAYS ROUND UP F it LE VALUE. +29.4 t28.1 +27.3 +26. 2 +29.4 +2$.1 +27.3 t26.$ +26.3 2. VALID FOR ALL ROO E E AN ENGINEER FOR REDUCTIONS. 33.2 -31.8 -31.0 -30.4 40.9 -38.2 -36.6 -35.4 -34.5 3.CALCULATE THE TRIBUTARY- ON AS THE GREATER OF(HEIGHT _ 9TH)OR THE SPAN LENGTH(HE1GHl IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). 1$ft +30.6 +29.2 +28.4 +27.8 +27,4 18 ft +30.6 +29.2 +28.4 +27.8 +27,4 3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 I ACCORDANCE WITH CODE. 36.9 35.4 34.5 33.9 33.4 45.6 42.5 40.7 39.5 8.5 S. FOR SITUATIONS THAT REQUIRE Kd=1,0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 0 ERAL NOTES: 35 ft -38.2 -36.6 -35.6 -35.0 -34.5 35 ft -47.1 -43.9 -42.1 -- TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 _ CRON 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +35.2 1+33.6 +32.7 +32.0 +31.5 +35.2 +33.6 +32.7 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. "WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -39.2 -37.6 -36.7 -36.0 -35.5 -48.4 -45.2 -43.3 1. .1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +36.2 +34.5 +33.6 +32.9 +32.4 40 It +36.2 +34.5 +33.6 ` THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 -43.0 - 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 S. HVVH HIGH VELFY USE OF KdOCITY(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -41.1 -39.4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 -40.2 -39.2 -38.5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE It TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 _ 55 +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER,NO WARRANTY FOR 42.7 -41.0 39.9 -39.� =38. - 52.8 -49.2 47.1 45.7 44.5 APPLICA BILITY OF THE USE OF THESE TABLES IS ED HEREIN. 60 ft 10. THIS SPECIFICATION DOES NOT,- FFER A D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 +37.6 +36.6 +35. +39.4 +37.6 +36.6 +3S.8 +35.3 SUBMITTED TEST CRITERIA AND 0TH LS_ STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS 7 ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT E NOES. 12. NO CERTIFICATION IS OFFERED, HOST STRUCTURE. - 13. EXCEPT AS EXPRESSLY PROVIDE ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(47, EXTERIOR GHT EXPLAINED LEAST HORIZONTAL v+z=oz M vo To ' M DIMENSION rn G)m 11 gy m^ a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF N ROOF PEAK ROOF - -'--' ?^�-m C y m m z HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 m O O 3:-1 m m^ -Di m m X O HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. in 7O m D D Z'O D m y C z H w Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O �m�2-a mi F"� m D ' O ; H 2 5 4 MO (AD). A_v z-i m -13 -I REQUIRED. EAVE ROOF m E p Z fp T.4 3 In N po a M n MEAN HEIGHT D m a a ROOF ROOF \ �zn>�Zozor�E�IYul I O -( r f 1 } t HEIGHT HEIGHT ,2r)> r O;a +O Z t4w Z z m > 03 m O go 50 OInD^I nv aG1mD D 5 05 -iaz0TO'"vFa�� O C Z (n r, ® tj /� In ® ® PLAN VIEW�� W-imIlact m p O D a 5 COMPLEX T p of m Z i'-z- r Z U) -n z 17- r ISOMETRIC CORNERS = m ELEVATION a ta 5 5 A `"o I"n v " -1 " p INTMSsuES DRWGSSN TSBD ODA E 6TH EDITION FLORIDA BUILDING CODE ENGINEERING ffic o rn� m 13 1 REV-ADJUSTED HEIGHTS GSS TSB 04/09N2 2017 _ EXPRESS g oN REV 2014 FBC DGM TSB 08/10115Ln a O r Ln 2 UPDATES,2017 FBC FLB FEE; 12/17 ASCE 7-10; CHAPTER 30 COHVONHTE OF410E: Z rn z m DESIGN LOADS FOR COMPONENTS&CLADDING 160 sw 12th AVENUE, SUITE 106 D z p DEERFIELD BEACH, FL 33442 n I I m THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 O I 1 pO _ J'] x AND SHALL NOT BE REPRODUCED IN WHOLE GR PART WITHOUT CERT OF AUTH N9885 Z y o H-+ WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m h N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS.COM z Z m m ® PERMITTED AND INVALIDATE OUR CERTIFICATION. 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