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HomeMy WebLinkAboutEngineering 07/01/2019-4:27pm Talyssa V:\projects\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\-Reference\2017 Windload Charts References\2017 d FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING - 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 EXTERIOR ZONE5 PRESSURES 1 (SEE BELOW) INSTRUCTIONS FOR TABLE USE: C2, MeanDESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTER( NE-4)_OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 Roof TributaryArea S F r f Tributa Area $ Ft 3 FIGURE BELOW LEFT OR INFORMATION PROVIDED YO YOU B ( q _ i ry ( 4 ) 1. ANY QUESTIONABLE OPENING IS •_B GOIJ IDE ED TH •RE CRITICAL(EXTERIOR)ZONE 5. Height 10 20 30 0 5 Ight 10 20 30 40 502. IDENTIFY THE BUILDING MEAN(AVE E)'R8 F , 1 O H LOWEST GROUND ELEVATION.IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED,U E E'LPEA. _ FS'f qy-HEIGHT. -41.0 -39.3 -38.3 -37. -50.6 -47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HEI•HTS A8L vA III 15 ft 2. VALID FOR ALL ROOF SLOPES FqqR 5 P SO S A ` NGINEER FOR REDUCTIONS. +37.8 +36.1 +35.1 +34., , #3 .$ +37.8 +36.1 +35.1 +34.4 +33.8 33 CALCULATE THE TRIBUTARY AREA O TH ENING IN QU THE GREATER OF(HEIGHT*WIDTH)ORTHE 18 ft -42.6 -40.8 -39.8 - .1 38. 18 ft -52.6 -49.0 -47.0 -45.5 -44.4 SPAN LENGTH(HEIGHT)'AN EFFECTIVE WIDT 3 H HT HT z/3). 3.1. USE THE AREA BETWEEN STRUCTURA,-OPE LY-THIS INCLUDES AREAS BETWEEN STRUCTURAL +39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 MULLS,COLUMNS,ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST ARE FEET)SHALL BE USED. 20 ft 43.6 41.7 40.7 39.9 39.4 20 ft -53.8 50.1 48.0 46.5 45.4 3(3 0 SQALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft -45.7 -43.8 -42.6 -41.9 -41.3 25 ft -56.4 -52.6 -50.3 -48.8 -47.5 ®READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. +42.1 +40.2 +39.1 +38.3 +37.7 +42.1 +40.2 +39.1 +38.3 +37.7 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd -47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 -49, REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 X3=8 39.2FSE - ES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft -49'0 47.0 -45.8 44.9 44.3 35 ft 60.5 56.4 -54.0 --- _ 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. IGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 + •. 0- CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. ASCE 7-SO RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN -50.4 -48.3 -47.1 -46.2 -45.5 62.2 -58.0 -55.6 3. 25 RATED LIMITING WIND VELOCITY ABOVE. 40 ft 40 ft M GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 426EkNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLO URE ONLY. 45 ft 51.7 49.5 48.3 47.4 -46.7 45 ft 63.8 59.5 57.0 55.2 - , IFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPART HVHZ=HIGH VELOCITY HURRICANE ZONE. +47.6 +45.5 +44.2 +43.3 +42.6 +47.6 1 +45.5 1 +44.2 +43.3 +42.6 1 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED S 50 ft 50 ft OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. - +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)A LISTED.APPLICA`GION OF THESE -53.9 -51.7 -50.3 -49.4 -48.7 66.5 -62.1 59.4 57.6 -56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIEN LISTED HEREIN ALL BE DICTATED 55 ft 55 ft AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. rNR NTY FOjjAPPLICABILITY OF i +49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN. 1 C i 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO C7=AP_P OVED CERTIFICA R TO i E,1$EPARA7ELY -54.9 52.6 -51.3 -50. 9 6 -67.8 -63.2 -60.5 -58.6 -57.2 SUBMITTED TEST CRITERIA AND OTHER AP ROVALS ORD _ INSTAULATION IION AN (&PPLIQAB)LITY THESE TABLE VALUES WHICH IS TO BE VE`fIFE9-& 0 HERS IN AGG CE WIT ING CO . +50.6 +48.3 +47.0 +46.0 _ +50.6 +48.3 +47.0 +46.0 +45.3 Si. ADHERE TO ALL LOCAL IMPACT PRO NtSTs 'INAN, S o n 12. NO CERTIFICATION IS OFFERED FOR H IN15WrthT+ 05TRUCTURE_. C 13. EXCEPT AS EXPRESSLY PROVIDED HE I , - DDI! 0, j FICATIONS ATION E IN_ DED. INTERIOR ZONE04 , EXTERIOR _•R�I ER _�O, EAN ROOF HEIGHT MRH EXPLAINED ,-I i z m z m "o'�� � o'Z r a= 10%OF LEAST HORIZONTAL DIMENSION'O� N LEAST HORIZONTAL -n z¢'m O to-n 00) o �_=1� m 'm ct o ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BUl PEAK ROOF DIMENSION p p MA p p p rj C D g y m u` r "p.v m m 3 to THAN 4/o OF LEAST HORIZONTAL DIMENSION OR 3FT.USE o Z O r1 C C1 3 -' .H G r-m z m D r{ -1°Z CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER HEIGHT 5 5 �m C1 N 3 30\ p 6j z 00 O n O y,o,Z-I m 7 FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 A O m m O p -� o y o rn C A z z 0 w o> U,'] ROOF 5 ® .4 >D )4ZZm , z-InOG)->0.rnA+N �m MEAN EAVE HEIGHT nrz��0 7 CppDZZ��m,�G]r/� p> \\ a a ROOF Z ROOF (MRH) (n M Q, rn m Z r m-I v Lq v� \ y� y� HEIGHT WIND A kolrnOa�rnMmam mF HEIGHT FLOW tj*Ocn pmZZ>x-9.zmz rr-1 1 ( ) 1A 0 O O =p I ■ • m�>�oom>mti "0 rmj 5 -<(n 1 �. z�ylOp>m Om n 5 I ® C ® 4 Ya 4 O9n ' 3�m�1n-Ing =2V1 �� .1 „ J OO PLAN VIEW zZ� �rn20Dm mm(nnpc0 >n ) , COMPLEX =oma =m�v mD>r �� $> ELEVATION ISOMETRIC CORNERS 5 5 zm m p_ 'n Z y Re N� ; m n- N REMARKS GSS TS3 DATE 6TH EDITION FLORIDA BUILDING CODE - ��������o G o >rnG° C) (NIT ISSUE GSS TSB 03/05/12 0 W s m 3 i REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 �oi ( p/�� ®��..�(p/p�� CR, z °^ 0 �_ o� -1 1 ,� ,�,� EXPRESS Y L SS j O N Z o r z REV 2014 FBC DGM TSB 06/10/15 a z,r•o m -� L,, z m UPDATES,2017 FBC FLB FILE; 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: m` y © I I `loz IjP OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVE SUITE 106 m � ny MASTER PLAN SHEET °Dsp THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, DEERFIELD BEACH, FL 33442 z '^'� 1�+ ykp AND SNALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT '^ O O 7- 10 (954) 354-0660 666-396-9999 o µ m ADDITIWRITTENCO OR ENGINEERING EXPRESS.ALTERATIONS, ASCE TEAM@ ENGIN EERINGEXPRESS.COM ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOTZ '^ cn• `� W o PERMITTED AND INVALIDATE OUR CERTIFICATION. 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