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HomeMy WebLinkAboutEngineering I 01/09/2018-12:07pm intem1 V:1Projects\_Master Plan Sheet Store\Windows-DoorsShutters4400 Wind Charts\ Reference12017 Windload Charts References12017_b 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 EXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE�4 PRESSURES EXTERIOR ZONE®PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 c -------- Mean DESIGN PRESSURES(PSF)-ZDAE 5 (":1 /\11./IDENTIFY THE ZONE OF THE OPENING AS INTERIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq Ft® _ ^ROOT Tributary Area(Sq Ft) FIGURE BELOW LEFT OR INFORMATION-PROVIDED T�YOU BYOTHERS. �. - - 1.1. ANY QUESTIONABLE OPIENINGIS TO BE-CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE Height 10 30 40�� ;Ir 50 height 10 20 30 40 50 5• ' rd11 l�f/ �/� 2.IDENTIFY THE BUILDING MEA `( VERAGEpROUF, EI T FROM THE LOWEST GROUND ELEVATION.IF 41.0 39.3 38.3 37.6' 37 0 -50.6 47.2 -45.2 -43.8 42.7 MEAN ROOF HEIGHT CANNOT BEIDENTIFITD USE,;THE PEAK(HIGHEST)ROOF HEIGHT. eft t � 15 ft 2.1. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE. +37.8 +36. +35.1 +34 +33 8- +37.8 +36.1 +35.1 +34.4 +33.8 4 ---,ill�.�\ 2. VALID FOR ALL ROOIOSLOPES:GFOR SLOPES,�10„ EE AN ENGINEER FOR REDUCTIONS. d -yi \3./CALCULATE HE TRIBUTARY'AREA OF,THESOPEI�ING IN.QUESTION AS THE GREATER OF(HEIGHT' 42.6 .8 -39.8 391 '1.-38.___Z -52.6 -49.0 -47.0 -45.5 -44.4 1AIbTH)OR THE SPAN LENGTH(HEIGHT)''�AN'EFFEGTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 ��'- 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-HIS INCLUDES AREAS BETWEEN STRUCTURAL NULLS,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,THE SMALLEST FEETSHALL BE USED. +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 3.3.0 SQUARE 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 -47.5 //�TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. \4J READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 I ACCORDANCE WITH CODE. 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 -50.7 -49.4.- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. I �_ +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 x+39.8- 39_2 GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 I -44.3 -60.5 -56.4 -54.0 _52,_3i--.5---1.0.,.- ' 1,"1 TABLES ARE TO BE USED IN CONFORMANCE WITH'ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft IL r*s.:-.iii ,.SUCTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +43.-Ax +_40 5 - /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.If ` `WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6L-53.81".-52f5.:t: \ \2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft 40 ft - ----- �- THAN THE RATED LIMITING WIND VELOCITY ABOVE. +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 +42 3_-,--1-4.1.67/ �:=TOPOGRAPHIC FACTOR Kzt=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 ---1'53.8!-_,,---J 4.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 HVHZ=HIGH VELOCITY HURRICANE 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 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft &OTHER COEFFICIENTS LISTED HEREIN SHALL BE +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED ANDTABLES AND D VERIFIED BY THE GOVERNING BUILDING DERRESPONDING WIND VELOCITY, PARTMENT AND PERMIT HOLDER.NO WARRANTY FOR I _ APPLICABILITY OF THE USE OF THESE TABLES IS/OFFERED HEREIN. -54.9 -52.6 -51.3 -50.3_=49.6f-"--- ,_ __ -67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOT1OEFER-ANY PRODUCT-APPROVED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft T-i�.,. `_� 6U7t SUBMITTED TEST CRITERIA AND OTHERIPPROVALSTFOR•DESIGN;&'INSTALLATION INFORMATION AND APPLICABILITY +50.6 +48.3 +47.0 +46.0 a+4 3- \. 1,0111/ +50.6 +48.3 +47.0 +46.0 +45.3 OF THESE TABLE VALUES WHICH IS TO BE VERIEIEO BY07HERSJN'ACCORDANCE WITH GOVERNING CODES. `J ,✓' 11. ADHERE TO ALL LOCAL IMPACT ,ROTECTION'SYSTEM,ORDINANCES. I _ ( 12. NO CERTIFICATION IS OFFEREDIFOR THEINTEGRTTT`Of;THE HOST STRUCTURE. �� _ \ 13. EXCEPT AS EXPRESSLY PROVID O HEREIN;NO ADDITIONA1 CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE®, EXTERIOR ZONET®;,,ROOF-HEIGHT EXPLAINED , LEAST DIHORI DIMENSION , m m c m z ° m m IA CI° 'L fZ a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M AN ROOF PEAK ROOF © © r- o G 3 a_=53 C m O HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT ii cT 61 3 In u re-I>n '-"I X '1 C7 2m0^>Gm Dmtn-I'-'m O IH HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. MEAN ui V-ru D Z i v F ni D m D m tnzOen CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF Q \© ® rn rn O � v Z-I m REQUIRED. ROOF m p z y A 2 m In JA = 3 MEAN 2 SAVE HEIGHT 14cj-iZmmmyDgmpy a ya__y ROOF ROOF n?Dz°zP.>26-1.+En 4iO -I r hi HEIGHT HEIGHT z i-- A O�O?g VIZ Z m T7 CO I-I m O QO (1)(,...i.„)1 O F O O O 0�zo,om°Fa:o'"- o z UI 4 4 PLAN VIEW ® >>>-1 73 xGn 0)cy o porn O rn © - © a�1 5 Z� O tai �m�D y rn Csi QO5 COMPLEX Tm wm�-I z- r z Z r ELEVATION ISOMETRIC CORNERS © O z Now o -n - 23 --‹ , In Q REMARKS DRWN CHKD DATE ` m # 0rs INITISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING Qg€ q` o o> r 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 • EXPRESS® t: Q a ? RI I''�R 73 m_ REV 2014 FBC DGM TSB 06/10/15 1 1 G - --- coRnoRAre OFPice:-_ , Z z UPDATES,2017 FBC FLB FLB 12/17 1 11.1 to ASCE 7-10, CHAPTER 30 = •• -� W Ij - - - DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, SUITE 106 ' �� s o °z ?' DEERFIELD BEACH, FL 33442 0 � In v MASTER PLAN SHEET tV z 1 C THIS DOCUMENT IS THE PROPERTY OF ENGINEERING BPRESS, P:(954)354-0660 F:(954)354-0443 I o o _ QAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 89985 1 y O O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM z • I-1 '9 d u' PERMITTED AND INVALIDATMMONS,OR OTHER E OUR CERNGS TO TIFICASTION. DOCUMENT ARE NOT ASCE 7- 10 m © ENGINEERINGEXPRESS.COM 0 OD