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HomeMy WebLinkAboutEngineering FILE CO PY RECEI1,"7D JU[, 22 2015 06/30/2015-2:39pm gabriels V:\Prcjects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' 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)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area(S R '-'^t Roof TributaryArea S Ft 1. TABLES ARE INTENDED TO DERICr`FHE.;WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 -Ti'ei ht DEFINED AS THE CRItTSCACCONDI'GION OFAN17lJNKNOWN VARIABLE AS DESCRIBED BELOW. $�X40 `i45 50- p g 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CONDITIONS REQUIRED FOR?Uu EVWITH THESE TABLES. -46.4 -45.2 -44.4 -43.8 -43.3 -4y 9 --4 F5 "=4'2` =41.9 T - -48.3 2.TABLES VALID 0(JLY`rFO�BOILDI G§�OF"`MEAtf ROOF HEIGHT AS LIMITED ABOVE. 0-10 ft f'.-� �� ,--- v:•/. D-10 ft 3 TABLES VALID FOR�ALL ROOF IYPES+&SLOf'E5.APPLICABLE REDUCTIONS FOR ROOF SLOPES +42.7 +41.6 +40.8 +40.2 +39.7 +39:3 -x38,9'k €'�+.38?3I +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN 101 SHAL��--BEiPERFORMED BY WEN IN...AS A SITE SPECIFIC CONDITION. lift -47.1 -46.0 -45.2 -44.6 -44.0 4p 67y X43'2:.�2 9 417`6 \ 11 ft -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE BU):L•DING MEAN(AVERAGE)'�F200F HEIGHT.IF THE MEAN ROOF HEIGHT +43.5 +42.3 +41.5 +40.9 +40.4 +3p,9l-+39 5�,.+39 2., +x'8.4, l\, +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIFI:ED!II-USETtaE�EEAK RObF HT. 5.ALWAYS ROUND WP.ROOI-, I_HTS; XT,�,TABLE VALUE OR CONSERVATIVE ASSUMPTION. -47.9 -46.7 -45.9 -45.2 -44.7 -44.3 ¢3;9"=435, 'l'43f2 -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 6.CALCULATE THE TRI-�tiITARY�ARE,'DFT,HE OPENING IN QUESTION(HEIGHT*WIDTH)OR 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40` jC,-99.5 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 1+39.5 1 THE SPAN LENGTH(HEIGHT)MUL^TIP D'BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 BUTARY AOPENINGS FE AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE ET)SHALL -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 f[ +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 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 -49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 -62.1 -59.7 -57.9 -56.6 -55.5 "34.6;"53,8_ 53.0 -52.4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 16 ft 16 ft � , -�� MUNICIPALITY IN ACCORDANCE WITH CODE. +46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 +46.4 +45.2 +44.3 +4gbc-_43-P-+42:6: +42:2•-14129 +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 -62.8 -60.3 -58.5 5 ,2 56Y:�7=55 54 3�,C5:6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17 ft 17 ft I 11yI1 1 �ti p r +46.9 +45.6 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 +46.9 +45.6 +448 +�4A �F43,5}t+43`1.*}42,71,}42.3 +42.0 GENERAL NOTES: -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 -57.8' `56.6-�55J':1 6, 9- X54.1 -53.5 18 ft 18 ft fl I r,-=Js , �� '� 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 +47.3 +46.1 +45.2 +44.51-_+94:0+„+43.5, +43r111A&7 +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -51.8 -50.6 -49.7 -49.0 -48.4 -48.0 •47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -583°x..=57.2',=56� l5�4`-"54T -54.0 CRITERIA AS OUTLINED HEREIN. 19 f[ g +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 19 ft +47.8 +46.5 +45.6 +44.9 +4 4�F43J,9�-'1+"43.5 +43.1 +42.8 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLATTERRAIN USE ONLY. THESE TABLES 20 ft +48. +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 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 22 ft -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY. -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 24 ft +49,8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.21-49:5 -49.5, -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft ��� 26 ft COEFFICIENTS LISTED_HEREIN SHAL'tBE-DTC-ATED-AND VERIFIED BY THE GOVERNING +50.5 +49.1 +48.2 +47.5 +46.9 +46�-_k4.5J•x+45.5 .+5 Z-�:�/ +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTMEN)?AND-��RMLC,HOLDER:NYiFIEP RR ' W FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51.8 -S{I1�c3 !450;920 Sp.l /3 7 -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFER6D�(1EREIN� �. 28 f[ 47, I`"n ..�St.�.may-/ 28ft S.THIS SPECIFICAItO IStNOTINTENDED,,TOANY PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47 5 +7..0 -t 6 Ss„+4�11 +,458,! / +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION REFERTO�AN. SEP.ARATELY�SUTED TEST CRITERIA AND OTHER 30 ft -56.1 -54.8 -53.8 -53.0 -52.4 -5'iM1`.9 Shi5,.T,5Y1- 50, `\ -69.3 -56.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DEYIGN`BL.INSTACCATION_INFQRMATION AND APPLICABILITY OF THESE TABLE �' '-�.)< r!. \ 30ft VALUES WHICH IS TO+BE1 VERIFIED+BY,OTHERS�ITI,ACCORDANCE WITH GOVERNING CODES. +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +4714L+46 7 +46.3 +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 I 6.ADHERE TO ALL LOC',CIMPACT.P_ROTECrTON�SYSTEM ORDINANCES. -57.1 -55.7 -54.7 -53.9 -53.3 -5t8=;-523^_5Lt9��5V6- v -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATION'IS F.FERED•FORT E INTEGRITY OF THE HOST STRUCTURE. 33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9'=t 775.+�7.1 33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY Pi6V1 j j__'H I9IN,NO ADDITIONAL CERTIFICATIONS OR 36 ft -57.9 -56.5 -55.5 -54.8 -54.1 -53.6 -53.1 -52.7 -52.4 36 ft -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61.1 -60.3 AFFIRMATIONS ARE INTENDED. +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4Rr PEAK ROOF -59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 HICHEVER I5 SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF 45 ft -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 45 ft -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 a aVE HEIGHT +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 F-61.3 -59.9 -56.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 HT50ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 Q-59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 55 ft +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 55ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 5 5 "-60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 60ft +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60 ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURES IS IC o REMARKINITISSUES GSSN TSBD 033/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING c,. Um m� m REV-ADJUSTED HEIGHTS GSS TSB 04109/12 (2014) lb(EXPRESS° z o o� REV 2014 FBC DGM TSB 06/10/15 ` r- - ASCE 7-10, CHAPTER 30 connoawreoFFice: Oz �Un mz I-� mDESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106z DEERFIELD BEACH, FL 33442mI Gz) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z; pQ AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 11'•x' 7 X11 CERTOFAUTH#9885 zWRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASC1� / J.0E:HELLO@ENGINEERINGEXPRESS.COM �'OmADDmONS.OR OTHER MARIaNGS TO THIS DOCUMENT ARE NOT zPERMITTED AND INVALIDATEouacERnFcnnoN. ENGINEERINGEXPRESS.COM