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Home My WebLink AboutEngineering 07/01/2015-9:22a1n DanielG V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-000 Series C&C(Currenl).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH :5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE4 _ Mean _ DESIGN PRESSURES(PSF -ZONES _ INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributary Area(Sq Ft 1. TABLES ARE INTENDED TO �p_ -T+I QRST CASE'PRESSURES.'WORST CASE'IS Height 15 20 25 304" 0, _ - eight- 15 20 25 30 35 40 45 50 DEFINED AS THE CRI 'C60p I�. N WN VARIABLE AS DESCRIBED BELOW. '�-` USE OF CRITICAL CO -I &.� 8E0 0 ITH THESE TABLES. '31 p, 31.1 -30.6 -30.2 -29.8 -2 8 39.4' 37.8 -36.7 -35.9 -35.2 -34.6 -34,1 -33.6 -33.2 2. TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. 0-1 ': 29 4'°�0 6 +28.1 +27.7 +27.3 + .) 0 15 ft +.: 1 3 TABLES VALID F - APPLICABLE REDUCTIONS FOR ROOF SLOPES 5I +29.4 +28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 LESS THAN 10°SHA 8 (NEER AS A SITE SPECIFIC CONDITION. .4 -31.6 -31.0 -30.6 -30.2 -2 '9 2 - -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 k +29.8 +29.0 +28.5 +28.1 +27.7 + } d 6 16 ft +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF S T. -32.8 -32.0 -31.4 -31.0 -30.6 -30. - .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5. ALWAYS ROUND CALCULATE THE TRI ,0$ lx, LE VALUE OR CONSERVATIVE ASSUMPTION. OR 17 fl +30.2 +29.4 +28.9 +28.4 +28.1 +27.5 7.1 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE PAN LENGTH(HEIGHT)Ml7t Y AN EFFECTIVE E OP NING IN QWIDTHOTHAT NEED NOTHEIGHT- BELESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 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 -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 f[ +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft -34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 21 It 42.3 -40.6 -39.4 -38.5 -37.8 -3 -36.1 -35.7 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 +31.6 +30.8 +30.2 + a 8 +28.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -34.6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 -42.7 -41.0 -39.8 -3 r '.5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22 It +31.9 +31.1 +30.5 + ;q 8.8 +28.6 GENERAL NOTES' -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 -40.2 - 3 6.8 -36.4 23 ft SIGN +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 23 ft +32.2 +31.3 +30.7 + < 9. f .9 _ +28.8 METHODOLOGY1. TABLES "PER ASCE 7TO BE -110 SECTION 2.4.1 AND CHAPTER 30 PART 1 ONCE WITH"ALLOWABLE R 3,USING THE -35.2 -34.4 -33.8 -333 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 -3 .6 - -36.7 CRITERIA AS OUTLINED HEREIN. 24 f[ +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 It +32.5 +31.6 +31.0 +30.6 +30.2 9.6 +29.3 +29.1IND SPEED AND EXPOSURESPECIFIED.2.DESIGN IS BASED OHESE TABLES NOT FOR N THE 3 SECOND GUST(USE WITH ESSEWIND NTIAL FACIFOR THE LITIES S OR ASSEMBLY -35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -40.0 -39.2 -38.5 -38.0 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 It +32.8 +31.9 +31.3 -+30.8 +30.4 +30.1 +29.8 +29.6 +29,3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 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 d5.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 f[ +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 f[ +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY. -36.1 -35.2 -34.6 -34.1 -33.7 -33.4 -33.1 -32.9 -32.6 -44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.6 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 +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -32� -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND GOR ING WIND VELOCITY,EXPOSURE,AND OTHER 28 f[ +33.6 +32.7 +32.0 +31.6 +31.2 + _ ,;Ol 8 fl +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILCOEFFICIENTS DING DEPARTME N D N PANTYFIED BY THE GOVERNING FOR APPLICABILITY OF TABLE 29 ft -36.7 -35.8 -35.1 -34.7 -34.3 -3 � 29 ft -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFER - - +33.8 +32.9 +32.3 +31.8 +31.4 +111 +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 5.THIS SPECIFICA I ( ER ANY PRODUCT APPROVED CERTIFICATION. RE 1 MITTED TEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 C -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30 f[ +34.0 +33.2 +32.5 +32.0 +31.6 + q 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST V II.. CCORDANCE WITH GOVERNING CODES. "- 6.ADHERE TO ALL TEM ORDINANCES. 32 ft -37'4 -36.5 -35.9 -35.4 -35.0 -34-._6-' a .A'" 0 32 It -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO - ITY OF THE HOST STRUCTURE. +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31. 0.9 +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 -47.1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=SO%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 k 40ft DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 SAVE HEIGHT 45 k +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 45ft +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 a ROOF -41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 I 1 I HEIGHT 50 f[ +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 D 55 ft -42.0 -40.9 -40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 55 ft -51.8 -49.8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 5 I ® I 5 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9-j34.6 --y 00 4 O O 60 ft -42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 60 ft -52.8 -50.7 -49.2 -48.1 -47.1 -46.3 -45.7 X45: X4'.5•• LEVATiON +39.4 +38.4 +37.6 +37.1 +36.6 ;36.2 +35.8 +35.58 35.3 +39.4 +38.4 +37.6 +37,1 +36.6 +36.2 +35.8 v+ WALL ZONE FIGURES / ly� IS ETR INIETMSUES DRWGSSNTSB D 03-105/"2 5TH ED. FLORIDA BUILDING CODE ENGINEERING O o m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 O 1 q, EXPRESS K " V o REV 2014 FBC DGM TSB 06/10/15 / °� �_ I m - _ _ ASCE 7-10, CHAPTER 30 CORFORAIEOFFICE: i C 'I a� L-IZ I-+ p DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 F-� �j °z DEERFIELD BEACH, FL 33442 I-\-` z A II Gc') THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET m i P:(954)354-0660 F:(954)354-0443 i z 11 N p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT c� CERT OF AUTH H9885 3 I-� O LEO, I,_.r, m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m=+ O N ADDITIONS,OR OTHERMARNINGSTOTHISDOCUMENTARENOT ASCE 7 0 E:HELLO@ENGINEERINGEXPRESS.COM p o o PERA+IrTEDANDINVALIDATEauRCERnRcnnoN. ENGIN EERINGEXPRESS.COM ` m