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HomeMy WebLinkAboutEngineering 08/17/2016-11:1Oam RECEPTION V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14.400 Series CRC(Current)Jeff.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' 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(Sq Ft- Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE.'WORST CASE'PRESSURES.'WORST CASE'IS ~-"-'T' DEFINED AS THE CRIT3CAL'CONDITION OF ANY ONKNOWN VARIABLE AS DESCRIBED BELOW. CHelt 10 15 20 25 30 5^ _44 n 45 y 50 eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO RITIONS REQUIRED FOR USEIWITH THESE TABLES. NGS-I -41.0 -40.0 -39.3 38.7 -38.3 3 (-'-II�6 37 3� 37 0� 0-15 ft "50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -02.7 2. 13. TABLES VALID FO R ALL 1160•�P S&51.QPf?S.,APPLICABOF LE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 + 4.7 �+3a 4 +34:1" t33 8r HT AS LIMITED ABOVE. +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 +,� LESS THAN 10°SHA L BE'PERFORMEp BY 'ENGINEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 - -39.3 -38.8 3 4 ;37 8 37-6 - -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43:3 4.IDENTIFY THE BgILDING.f�EAN(AVERAGE) OOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35 2 +,3 9:t34t6°' +34 3+r„��•,, 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIED;iUSE THE'PEAK ROOF'hEIGHT. '�`,_ 5. ALWAYS ROUND i'1P.•RObF.NEIGHTS1jO;NEKI"yTABLE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -42'1 -41.1 40.3 -39.8 -39.3 -38:9 ==3838.,> 38:0 17 k -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 43.8 6.CALCULATE THE TRIBdFA$YAREPv'OF�THE OPENING IN QUESTION(HEIGHT*WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +353--+3510--A,%J +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MUCRPUED-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(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 k +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED,THE MOST NGS ONLY-THIS INCLUDES AREAS BETWEEN CRTRIBUTARY CRITICAL(0 SQUARE FRAL MULLS. IF THE ET)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 -08.5 -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 It +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +3S.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. S. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -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 _ 8.5,4 =47:J;,x47.0-_46.4 -45.8 MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +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 +38:2-._47--+37 +36:9"*36.0 +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 -sq. --4%Os'!--4812% "446.8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. Ir Z_.rr 22ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22k +41.0 +39.9 +39.1 +38.5 ct38'p., .37:6`*+3Z:3!Y37.0 +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 SOA{.,=49!`k�48:6 479, 47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +3�: +41.4 +40.3 +39.5 9'h3.8A .3;38.0 + �t347,.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 -S0:9 -44.9=-,�a9:r las:4--''a7:7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft •����� 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-`4jD'-+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 k +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 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 1+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 _qg,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 k +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. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -=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 LISTEDJdEREIN SHALL'-BE DICTATED-AND VERIFIED BY THE GOVERNING 28 k +43.1 +42.0 +41.2 +40.5 +40.0 +3916--_+39.2 438;97 +38 6- .x.28 k +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM NT:AND PERMIT'HOLDEF;NO'WARRANTY FOR APPLICABIL1lY OF TABLE -47.1 -46.0 -45.1 44.5 -44.0 -4§.61=13 21-,4x.9:*-42 6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 49.1 VALUE USE IS OFFERD;F.iEREINa_ -�``•, --; ' 29 k It �-a 1 29 k S.THIS SPECIFICA-(ZO�J ISTyOT'INTET�DED.TO OFFER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +39:9 ;±39 5 �39:2r b4%9e +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RETE R TO:-- SEPAR.ATF6Y uj3MITTED TEST CRITERIA AND OTHER 47.4 -46.3 45.5 44.8 -44.3 4 4 ='%43 Si 43 2, -02�9; -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DESIGN`-BdtISTALLATION'INFORMATION AND APPLICABILITY OF THESE TABLE 30 k ^.,�� n rd 30 ft VALUES WHICH IST BE VERIFTED,BY OTHERS IN1ACCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +4076 +4,0 2 _#39 8. +39.5' x-39 2 �; +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.27 6.ADHERE TO ALL CAL>1MPA'6T-P.ROTOCdQN5[STEM ORDINANCES. -48.1 -46.9 -46.1 45.4 -44.9 44'.S;k_4 =;�3.8 ^��3:5 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7. NO CERTIFICATION-ISQFF-ERED�FbWTHE INTEGRITY OF THE HOST STRUCTURE. 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3'44010'.-+39.7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +4077 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY 0iiiJ DEp,HEfiEIN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 46.3 -45.8 -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 +45.2 +44.0 +43.1 +42.5 +42.0 +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=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 50.4 -49.2 48.3 -47.6 -07.1 -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(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT 40 ft +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 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF -51.7 -50.4 -49.5 -48.8 -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 +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 Soft -52.8 -51.5 -50.6 -49.9 49.3 48.9 48.4 -48.1 -47.7 soft -6S.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 1+43.9 +43.6 O -53.9 -52.6 -51.7 -50.9 -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 I ® a 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +44.5 SS.k +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 aOELEVATION-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 // /60ft 60ft WALL ZONE FIGURES "��' IS&,IETRIC +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +45.3 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 {' ,y , y o REMARKS DRWN CHKD DATE L '"• `1 am A INIT ISSUE GSS TSB 03/05112 5TH ED. FLORIDA BUILDING CODE ENGINEERII`�G *lls m7- mREV-ADJUSTED HEIGHTS GSS TSB 04/09/12r201(�) EXPRESS ,',,,l REV 2014FBC DGM TSB 06/10/15 )0,Z CORAVE OFFICE: \ ) ZzASCE 7-10 CHAPTER 30 \I 1' 160 SW 12th AVENUE, SUITE 1n6' zDESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 334,12cn z MASTER PLAN SHEETP; 954 354-0660 F: 954 354-044 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( )AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885oAWRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, i E:HELLO@ENGINEERINGEXPRESS.COid A z W O PDERMRTEDANDIWALIDIAEKOURCERTIFICA ONDOCUMENT ARE NOT ASCE 7- 10 ENGINEERINGEXPRESS.00M.