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HomeMy WebLinkAboutEngineering 07/01/2015-9:22am DanieIG 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 I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributary Area(Sq F[ 1. TABLES ARE INTENDED TO Q ORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE CRITILON • WN VARIABLE AS DESCRIBED BELOW. Height _ 15 20 25 30 50 W. Ig _ 15 20 25 30 35 40 45 50 USE OF CRITICAL CO tDI _ EQUIRED FOR ITH THESE TABLES. 416ftft 731.9N -31.1 -30.6 -30.2 -29.8 -2 .5 - - 8 (W39`4:•37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2. TABLES VALID O I (JGF hJ ROOF HEIGHT AS LIMITED ABOVE. 0-15 _.}-4;_-• 3. TABLES VALID F R k�E l,(� APPLICABLE REDUCTIONS FOR ROOF SLOPES 28.6 +28.1 +27.7 +27.3 + .0 2_: !` +28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 LESS THAN 10°SHA 6 B E INEER AS A SITE SPECIFIC CONDITION. X324° 31.6 -31.0 -30.6 -30.2 -2 T9 �- 2 .4 �2 -39.9 -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4,IDENTIFY THE B ¢L E AVERAGE OFHEIGHT.IF THE MEAN ROOF HEIGHT '499.9, +29.0 +28.5 +28.1 +27.7 + ¢ Y6,g X16 7k 16 ft +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF D EAK •b �I T. -32.8 -32.0 -31.4 -31.0 -30.6 -30.- 4� �- .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 S. ALWAYS ROUND GHSS b LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 1 17 ft 6. CALCULATE THE TRI - F E OP NING IN QUESTION(HEIGHT*WIDTH)OR +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -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(HEIGHT2/3).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 AN OPENING CANNOT BE IDENTIFIED,THE MOST�CRITICAL(0 SQUARE RAL MULLS. IF THE TRIBUTARY 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 1+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 k +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 ft +31.3 +30.4 +29.9 +29.4 1+29.0 +28.7 +28.4 1+28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 -42.3 -40.6 -39.4 -38.5 -37.8 M -36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL UNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 h +31.6 +30.8 +30.2 + 0 +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 -3E911'_T2a - .D .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 ft +31.9 +31.1 +30.5 + 0 +_g, 29t 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 63 13 9 3 6.8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +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 + .33 _ +29.6 -9}71 P +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -35.2 -34.4 -33.8 -33.3 -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 ft +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 +30.6 +30.29.6 +29.3 +29.1 2.DESIGN IS BASED ON THE 3 SECOND GUT(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES 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 ft +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(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -35.8 -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 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +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 -38.1 737.63.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 k +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUTRATE DESIGN WIND PRESSURES AS LISTED. -36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND CORES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTE NH:A OSLL�+BE ND VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 +A, +30._ 5 +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.01 BUILDING DEPARTM _ ERM HOLDER. • RRANTY FOR APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -313.�9 ]�0 -f - 51 -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFERDQ' - 29 ft29 ft 5.THIS SPECIFICA O I OT- DEBT• 0 ER ANY PRODUCT APPROVED +33.8 +32.9 +32.3 +31.8 +31.4 + 1 . R,+3 .e +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 CERTIFICATION. RE 'R _ SE2ARA' MITTED TET CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -3 . .T !6 3# -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE G, - .TION_NF,- MATION AND APPLICABILITY OF THESE TABLE 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 + .3 _ +0.7 +,.6T,�1' Y 30 h +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T B V I yYYOT�t1___I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL -. - ROT _ D YS TEM ORDINANCES. 32 ft -37.4 -36.5 -35.9 -35.4 -35.0 -34--6-' 4. 3 32 ft -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7,NO CERTIFICATIO _ I - TY 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 1+32.5 +32.0 +31.7 1+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 f[ +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=10%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 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR 3USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FORR MORE 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 EAVE HEIGHT 45 ft +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 45 ft +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 a 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 HEIGHT SO ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 SO ft +37.9 +36.9 +36.2 1+35.7 1+35.2 +34.8 +34.5 +34.2 +33.9 5 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 (A-')Jr I ® I Jr !� +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 +34.6 -42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 -49.2 -48.1 -47.1 -46.3 -45.7 -45.0 -44.5 I a O 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60h +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES IS ETR C REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING D o rn D O P INIT ISSUE GSS TSB 03/05112 ° o Z m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r O 1[l 1 EXPRESS© \ A r ) m REV 2014 FBC DGM TSB 06/10/15 conconnle oFr ce: Z � _ = ASCE 7-10, CHAPTER 30 ° �m m 160 SW 12th AVENUE, SUITE 106 $ cj � z F. DESIGN LOADS FOR COMPONENTS&CLADDING z p DEERFIELD BEACH, FL 33442 o .6 D MASTER PLAN SHEET P: 954 354-0660 F: m m N' z THIS DOCUMENT IS THE PROPERTYOF ENGINEERING EXPRESS, ( ) (954)354-0443 2 3 pO -�] Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m y WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. 1 E:HELLO@ENGINEERINGEXPRESS.COM a ° ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT A CE 7- J. Z m O o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM j