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Home My WebLink AboutEngineering 08/17/2016-11:1Oam RECEPTION V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14.400 Series C&C(Current)Jeff.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FIAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area Sq Ft /'� Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE'PRESSURES.'WORST CASE'IS t SO 15 20 25 30 3S- -40 S,yL 50 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI`T`ICAL CONQITION-OF•ANY UNKNJJWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIREI'FOR U_9 j`WITH THESE TABLES. 0-15 -41.0 -40.0 -39.3 -38.7 -38.3 3�k G.. 137.'3 3�O, ' -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O(JLY,j -8U LDINGS`OF EAtV"ROOF HEIGHT AS LIMITED ABOVE. +37.8 +36.8 +36.1 +35.5 +35.1 +34 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3. TABLES VALID FOR ALLOF'TYPES�&'SL, P€5.APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHALL B�P,ERFORMED.-BY,AN ENGINEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -38.8 38 4 "37:8 3 6"k` -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BUIL If1�G:MEAN(AVER* E .ROOF HEIGHT.IF THE MEAN ROOF HEIGHT a"��1,'r� �i»° 16 h CANNOT BE IDENTIFIED�IUSE Tli�'PEAK R•OF�HEIGHT. +38.3 +37.3 +36.6 +36.0 +35.6 +35 2 +34 34:6 334 3`, +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 5. ALWAYS ROUND l`1P_-FOOF=HEIGItTS i;O)NEXTQENIBLENG VALUE ST CONSERVATIVE ASSUMPTION. 17 ft -42.1 -41.1 -40.3 -39.8 -39.3 -39:9F'�3 6`•=38.3 �.SA 17 h -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRIBUTAR'1LAREpp..;OETHE OPENING IN QUESTION(HEIGHT*WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +353+5�. +34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MUL'fIPLIED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT=/3).USE THE AREA BETWEEN STRUCTURAL 18 ftOPENINGS +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREAOF AN OPENINGC ENING CANNOT BE AREAS BETWEEN STRUCTURAL IED ,THE MOST CRITICAL(10 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 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 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 f[ +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 X48.5 `1427-"--47.0_ -06.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 h +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +58 2 ,-±37: 3Z 3,.;-;+36 9 •$36" +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 5�0 `-4 :0. 48 2- 4 5 T 6.8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft 22 ft "'°'v ' +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +385- 38� 3764. 7. e37.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 5 4 "-`49,y 8 6 4 9�X47.3 -46.7 - 23 ft 23 ft P „I) � )!+.� 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +3 .9,w+38`.4 ,x+38 0 7.6',#37,5 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 50 9 -4q. 49 1=18A -477 -47.1 CRITERIA AS OUTLINED HEREIN. 24 f[ +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +392 +38.7 8�3-+38.0 +37.6 +37.4 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 -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft 46.0 44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48,3 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. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 l=42:5- -42.2_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED HEREIN SHALL-BE.DICTATED.AND VERIFIED BY THE GOVERNING 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +3 -6 +39 2 -38.9 +38.6•--/-.y28 h +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMENT-AND_PERMI OLDER NO-WARRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -43.6 --4322: 42.9 .q2 6,/,•% -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERED HERELN..` 29 k +43,4 +42.3 +41.5 +40.8 +40.3 +39 9 -n395 +39 2 n+�8 9j�'% 29 h +43,4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 S.THIS SPECIFICATf,O� 157y0T 1NTENQED.L, OFFER ANY PRODUCT APPROVED �' CERTIFICATION. REFER TO-ANY-SEPQRATE(_Y,SUjBMITTED TEST CRITERIA AND OTHER 30 k -47.4 -46.3 -45.5 -44.8 -44.3 43 9."'-==43�543{2 -44 .9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DESZGN`&INSTALLATION'INFO MATION AND APPLICABILITY OF THESE TABLE - 30 ft VALUES WHICH IS TO BE 0.6 VERIFIED•BY.OT(tERSjACCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +4 +4 -2 _t39 8 +39.5 ,39.2+ +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 r 6.ADHERE TO ALL LQ AL3MPACTWP.ROT.ECTLN,SYSTEM ORDINANCES. 48.1 -46.9 -46.1 -45.4 44.9 44 41 - 3.8 !-�4,/3'. - -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7•NO CERTIFICATION IS`QEFERED F,OR•THi INTEGRITY OF THE HOST STRUCTURE. 32 ft +443 +43.2 +42.3 +41.7 +41.2 +40.7 +q0.3 Oar 32 ft 8.EXCEPT AS EXPRESSLY PROVID -f39.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 Epl{EREIN,NO ADDITIONAL CERTIFICATIONS OR -4 0 -46.3 -45.5 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. '- 35 ft I + � +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=ICH OF LEAST HORIZONTAL DIMENSION OR%O OF MRH, PEAK ROOF -50.4 - . - 3� -4:716 -4 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4 I OF LEAST HORIZONTAL HEIGHT. 40ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 h +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT MORE USE ZONE I IF R ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -51.7 JAP - 5 -4$.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT 45 ft +47.6 + .5, + 44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a a ROOF 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT +48.7 .• ,8, +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.65 - 5 5 7 9' -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 ' ssft 7 +48.§ ss ft +49.7 +q8. +7.� 9.7, V*.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION 60 ft 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES n 3 ) n < s W o REMARKS DRWNCHKD DATE ' > <.` n o INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEER f�L� ',� --Z'-mT m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 iiE r 3 2014 EXPRE'S , ) .y !K o0 3 > '� .b-m REV 2014 FBC DGM TSB 06/10/15 Ili z T i - ASCE 7-10, CHAPTER 30 CORPORATE OFFICE )Z1( i �10 '), ZS ;az m - 160 SW 12th AVENUE SOITE' 1 n F-` DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACHFr 3B'4t o v• f '�� z N Z MASTER PLAN SHEET < m m ei THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3$4-D65D F: Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF ALT H#9885 o WRITTEN CONSENT OF ENGINES, `'�� ,,,p - t �p� ' m w ERING EXPRESS.ALTERATIONADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOTE:HELLO@ENGINEERI ASCE 7- ONGEXPRES$�CQ1� o0O' z 15��o i- 4 Q PERMITTED AND INVALIDATE OUR CERTIFICATION' ENGINEERINGEX PRESS'��(1�1 '°V,'�-'}. titi • ' '