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HomeMy WebLinkAboutEngineering 08/17/2016-11:10am RECEPTION VAProjects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14-000 Series C&C(Current)Jeff.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKid=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tribute Area S Ft 1. TABLES ARE INTENDED TO DEP-ICTTHE'WORST CASE'PRESSURES.'WORST CASE'IS Roof T' to Area(Sq Ft)_._ p-^�._.�, __ rY ( q ) Height 10 15 20 25 30 S^�_4Q �-45-,,, 50`- eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICISE CONDITION OF ANY_UNICNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR U$E3WITN THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 9 7•fi� 373 37 0 hp -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID ONLY;FOR BUILD NGS OF'.MEAN'ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft b" \ ��r s�.J¢- 0-15 ft 3. TABLES VALID F R ALL RCLQF=I PES&SI,OPI:S.APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 + 4.7 4 4 -+34:b`t33 8. +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 Q LESS THAN 10°SHA L.BE'P,ERFORMED B�`AN'ELVGINEER AS A SITE SPECIFIC CONDITION. -41.6 -00.5 -39.8 -39.3 -38.8 -3 .4 411 8.L'x'37:8 3"Ill, -51.3 -49.3 -07.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43:3 4.IDENTIFY THE BL ILD.ING MEAN(AVEkktE)'`POOF HEIGHT.IF THE MEAN ROOF HEIGHT 16ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2`;i4:9s+134:6'.+34x3^ `16ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIED;WSEFTFIE-PEAK:R(30F;HEIGHT. 17 ft -02'1 -41.1 -40.3 -39.8 -39.3 -38'.9 7!38'6, 38.it 8:0� X17 k -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 S. ALWAYS ROUND Ylf?=ROOF,HEIGHTSiZO,NE TABLE VALUE ST CONSERVATIVE ASSUMPTION. I3 6. CALCULATE THE TRIBUTARY,-AREA=OF,','THE OPENING IN QUESTION(HEIGHT'WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +3510"-F34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MULTIPUED'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 -06.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 k +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 AREA OF AN OPENING CANNOT BE IDENTIFIED,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 ft +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 -48.5 ^=47.7,- --47.0_--46.4 -45,8 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +37.7 +37.3 +36,9 +36.6 +36.3 21 f[ +40.6 +39.5 +38.7 +38:2=,+9.7,7``+3Z =.+336:9`L+36:fi +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 .Of,,--0 -0-x=48,2= T5;'/!48:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 k +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22 ft +41.0 +39.9 +39.1 +38.5.c#3$0'-`}.17:6"+�+37r3A 7.0 +36.7 GENERAL NOTES: 23 ft -04.9 -43.8 -43.0 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 50 4i�=4�9 S-.�i486� -079. 47.3 -46,7 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 +38.9:+38.4 +38.6, Y37. At 7,.3 +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-s'4g9 4- ,f 48:4 =47:7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft = 9-C 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.7 3F113--+38.0 +37.6 +37.4 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 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -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 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 k +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 ASA 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 27 ft +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. __ -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 -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 =42.5 42.2 COEFFICIENTS LISTEDJiEREIN SHALL-BE-DICTATED-AND VERIFIED BY THE GOVERNING 28 k +43.1 +42.0 +41.2 +40.5 +40.0 +3 6-_+39 2t-+38,9 +38 6 .�z8 k +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM NT,AND PRMIT HOLDER NQ.;WARRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 4 6'--43 2}_=42: rr-42 6� -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERD;HER�IJ�f,.,~ --'"`y.. '�w� 29 ft i> I'¢+-�. 29 ft 5. THIS SPECIFICATION ISNOVINTE`-N�QED TO OFFER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 �+39 5 ,+39:F +3$9F':' +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REfeR''TO AN.)tSEEARATTLY,�SU,6MITTED TEST CRITERIA AND OTHER 30ft 47.4 -46.3 45.5 -44.8 44.3 4`9fX435 43'5, 42f9^; 30ft 58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 49.4 APPRVALUOVALS FOR ESWHICHISTf,BtVERIFIEDBYDTHERfiINA CORDANCEMATION AND PPLICABILITY OF THESE WITHGOVERNING CODESBLE +43.7 +42.6 +41.8 +41.1 +40.6 +40;2_17t":B:4+39:5 t39 2•; 3i' +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL LIOCAL.IMPACT=P,ROTECTZON•SN$.TEM ORDINANCES. 32 ft -08.1 -46.9 -46.1 -45.4 -44.9 -44:5'i,44-1=:z-43:V jg9:5�-`32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7. NO CERTIFICATION'IS-OFFERED-FbMTHE INTEGRITY OF THE HOST STRUCTURE. �"`''-''"' 8.EXCEPT AS EXPRESSLY PROVIDE p;.HEREIN,NO ADDITIONAL CERTIFICATIONS OR +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3-`+40V-+ 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 AFFIRMATIONS ARE INTENDED. 35 ft '49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -50.4 -49WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT.2 -48.3 -47.6 -47.1 -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 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT 40 k +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.+41.6 MOAN ROOF 45 ft -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -S8.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT +47.6 +46.4 +45.5 +44.8 +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 -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 N H HEIGHT 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 O 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5 ® I CJ 0 ® \ ,; +49.7 +48.4 L+47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +q8.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 a-54.9 -53.6 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 ELEVATION60k +50.6 +49.3 .3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES •• �t �` ISOMETRIC to o REMARKS DRWN CHKD DATE #m s CD o z INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERIfQG ori �T m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 2014) EXPRESS°;1 i� �tp,ti z REV 2014FBC DGM TSB 06/10115 \ CORPORATE OFFICE: D - ASCE 7-10 CHAPTER 30 Z Fn 4 ' 160 SW 12th AVENUE, SUITE`'106 F. m DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 334)17 �� ai MASTER PLAN SHEET 4 \ \\ THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O6fiO F:(9S4)9S4-O 43 z ' AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH A19885 �'� rn o N p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM Oz ,1•ll 1!--� W PERMITTED ANDINVALIDA'ATTEKOURCERTI ICATIONDOCUMENT ARE NOT ASCE 7- 10 ENGINEERINGEXPRESS.COM {