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Home My WebLink AboutEngineering 01/09/2018-12:07pm Inteml VAProjects\_Master Plan Sheet Stora\Windows-DoorsShutters\400 Wind Charts\_Reference12017 Windlcad Charts References\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH 5 60' `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE, MRH=MEAN ROOF HEIGHT INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONE(5)PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 - -� _ an DESIGN PRESSURES(PSF)-ZONE E 5 4 1. IDENTIFY THE ZONE OF THE OPENING✓AS-INTERIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Trlbuta Area S Ft- -�` Roof Tributa Area(5 t) 3 URE BELOW LEFT OR INFOR.Ti POWPROWDED TO-YOU•rYQHERS. ry ( O //✓ 1.1. ANY QUESTIONABL OPE(dIt�lG;I TTO`BE-CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 Il. ,��50� /Height 10 20 30 40 50 5• �� (`� � / 2.IDENTIFY THE BUILDING MEA %AVERAGR F. I T FROM THE LOWEST GROUND ELEVATION.IF -41.0 -39.3 -38.3 37.E a I/ -50.6 -47.2 -45.2 -4 ,8 -42.7 MEAN ROOF HEIGHT CANNOT BE It%NTIFIED USE,TH[ .PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft +37.8 +36.1 +35.1 LE VALUE. +34.4 \�5 ft +37.8 +36.1 +35.1 +34.4 +33.8 2 2. VALID YFOR ALL ROOk,SLOPES.FS ROUND ORS OP,Etj�$'08°\"SEE AN ENGINEER FOR REDUCTIONS. -42.6 -40.8 -39.8 -39.r-=3 8. -52.6 -49.0 -47.0 -45.5 -44.4 3.CALCULATE HE TRIBUTARrAREFLOFTHE OPENINji IN,'QUBSTION AS THE GREATER OF(HEIGHT'" 18 ft 18 ft 9TH)OR THE SPAN LENGTH(HEIGHT)'_-AWfFFECTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2 13). +39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCiURM OPENINGS ONLY-HIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -43.6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,HE SMALLEST +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 + +36.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -45.7 -43.8 -42.6 -41.9. -41.3 -56.4 -52.6 -50.3 -48.8 47.5TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 2$ft +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANC WITH CODE.4 READ OFF POSITIVE AND NEGATNE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft -47.4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 52.3 - -49.4_` 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 8439,.'2-, GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54 052 510 1/TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft 7� CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +4$.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +411., �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. 40 ft -50.4 -48.3 -47.1 -46.2 -45.5 40 ft -62.2 -58.0 -55.6 93=`_ =2/5 \2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44,4 +43.1 -F4 {{1 6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. :TOPOGRAPHIC FACTOR K t=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. _ -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 =53ig; 4 INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 S.VERIFY HVHZ USE OF IGH VELO(CITY(DIRECTIONALITY OR)WITH LOCAL BUILDING DEPARTMENT. ZONE.6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -$9.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44,$ DICTATED ANDTABLES AND D VERIFIED BY HE GOVERNING RRESPONDING WIND UILD N6 DEPARTMENT AND PER&OTHER MIT HOLDER.NO WARRANTY ENTS LISTED HEREIN SHALL FOR � APPLICABILITY OF THE USE OF HESE TABLES IS AP 60 ft -54.9 -52.6 -51.3 50.3_-49 6Z 60 tt 67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOTBOFFER-ANYPRODUCT`APPROVED CERTIFICATION. REFER TO ANY SEPARATELY +50.6 +48.3 +47.0 +46.0 .{Fg f SUBMITTED TEST CRITERIA AND OTHER APPROVALS;FOR.DESIGN��NSTALLATION INFORMATION AND APPLICABILITY +50.6 +48.3 +47.0 +46.0 +45.3 OF THESE TABLE VALUES WHICH IS TO BE'VE[tIgE6;4yidYI♦ERS'fN�ACCORDANCE WITH GOVERNING CODES. K 11. ADHERE TO ALL LOCAL IMPACT P,ROTECTION'SYSTE_K6RQINANCES. !7'5 12. NO CERTIFICATION IS OFFERED�FOR7HI"INTEGRITY�'OFrTHB HOST STRUCTURE. IL 13. EXCEPT AS EXPRESSLY PROVID DTHEREIN;NO DDITIONAb�CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4-), EXTERIOR ZON .S-�ROOFHEIGHT EXPLAINED LEA DIMEHORIZONTAL c m m m zo OO z m-jm a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MSN ROOF PEAK ROOF I z O z C 3` In z z O HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 M m O O O 3 1__..I w m m x T HORIZONTAL DIMENSION OR 3Fm D T.USE ZONE 5 IF AT ALL IN QUESTION. y p o D D i 9 m>c z Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 0 r z-1 r'� m D m M rn O ;a H ROOF 2 5 4 =oz40>zmNo -H 3 REQUIRED. MEAN EAVE HEIGHT rn p O G)Ul m'1 3 D�m O M '�-' D D y� 2 -H z m D -H to ' ROOF ROOF zfI-D-I�zOzr)DG)00 O r HEIGHT HEIGHT y D O c m O n„G7 M N= n 03 I--i zr �p0-I0z!4(nzzm M0 Qo oN m' 0V DG)mn D Q -I6)Z0M0mr-zmr-'� p C Z � 5 ® 5 ® 4 Ya PLAN VIEW ® DyD 2yy�U{fCN c � rMn M 1 a� 5 \ ocz zo"n�G)pn n m o D COMPLEX p N m m-1 z ",r, Ln -n Z r ELEVATION '� ISOMETRIC CORNERS 5 O �Ro v N v ;, o v 0 � , REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERII�IC � <o mz D O INITISSUE GSS TSB 03/05/12 0 M m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017a� REV 2014 FBC DGM TSB 06/10/15 ( -1 01 UPDATES,2017 FBC FLB FLB 12117 ASCE 7-10 CHAPTER 30 coavo wre°rvice: I "Oz m' a m z m 160 SW 12th AVENUE, SUITE 106 DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH FL 33442 '. d M_ I" z v MASTER PLAN SHEET m 9 IV z I c) THIS DOCUMENT IS THE PROPERTY OF ENGNEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z 0 µ O AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTWITHOUT 7 1 CERTOFAUTH#98a5 z 1 O �s W G1 WWrfENCONSENT OFS,OROTHER INEERING EXPRESS.OTHISDOCALTERATIONS, ASCE / 1O E:HELLO@ENGINEERINGEXPRESS.COM 0 (n F-L m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT z M PERMITTED ANDINYALIDATEouRCERTIFICAnoN. 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