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HomeMy WebLinkAboutPROJECT INFORMATION0613012015-2:39pm gabdds V:1Projectsl-2014-MPSWOO Wind Charts) ReferencelOO-MPS14400 Series C&C (CuOent).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING Mean DESIGN PRESSURES PSF) -ZONE4 Roof Tributa Area 5 Ft Height 10 15 20 25 t45ye „.:50- 30 46.4 45.2 44A 43.8 43.3 A 0-lOk +42.7 +41.6 +40.8 +40.2 +39.7 + 9.3` . •t38.6' •188, r 47.1 .46.0 45.2 44.6 44.0 4 .6I � :2t 2.9 ; 1},..•,,6..��` lift +43.5 +423 "1.5 +40.9 +40.4 + .9, _ 3A2'' X1. 47.9 -46.7 45.9 -45.2 4 3 :4 s 3 .2- 12h +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +4D.1 '�3i 9.5 -0 .S 47.4 -46.5 -45.9 45.3 4 3 -44.5 44.2 43.9 13 If +447 .43.6 442.7 +42.1 +41.5 +41.1 +40.7 + OA +40.1 -49.2 -48.0 47.1 -46.5 -45.9 45.5 45.1 44.7 -44.4 14 h +45.3 +".1 +43.3 442.6 +42.1 +41.6 +41.2 +40.9 +40.6 49.8 48.5 47.7 47.0 46.5 46.0 45.6 45.3 45.0 15ft 1 +45.9 +44.7 +43.8 1 +43.1 +42.6 1 +42.1 +417 +41A +41.1 -50.3 -49.1 -48.2 47.6 -47.0 46.5 -46.1 -45.8 45.5 16 f1 +46.4 +45.2 +44.3 .43.6 +43.1 +42.6 +42.2 +41.9 +41.5 -50.9 49.6 48.7 -48.1 47.5 47.0 46.6 46.3 45.9 17It +46.9 +45.6 +44.8 +".1 +43.5 a43.1 +42.7 +42.3 442.0 -51.4 -50.1 49.2 -49.5 48.0 47.5 47.1 46.7 46.4 18ft 447.3 +46.1 +45.2 ."S +44.0 +43.5 +43.1 +42.7 +42.4 -513 .50.6 49.7 49.0 48.4 48.0 47.5 47.2 46.8 19 k +47.8 +46.5 +45.6. +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 20 h 523 51"A 50.1 -49.4 48.9 -48.4 48.0 -47.6 47.3 +48:2 +47.0. . 6. +45.4 A44.& +44.3 +43.9 +43.5 +43.2 -S3:2 7 1.9 .51.0 .50.3 49.7 49.2 48.8 48.4 48.1 22 k +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 + 1.2 +43.9 -54.0 .52.7 -51.8 -51.0 -50.4 -49.9 -49.5 49.1 -48.8 24 ft +49.8 +48.5 +4'LS•�46.8 1461 +453 +45.3 +99.9 +94.6 ftM TLL51.1 -50.6 -50.2/g. 26 � 46.9 +40, .Si 45:21 -55.5 -54.1 -53.2 -52.4 -51.9 -5 .31 < •- . Z 28k +51.1 +49.8 +48.8 +48.1 +4].5Soft +4 .0, _ ^+4 :1' S. t+AS. ; -56.1 -54.8 -53.8 .53.0 .52.4 -5 .9 ' = ] +51.7 +50.9 +49.4 +48J +48.1 + .5, 7:1: $46.]: 33 k -57.1 -55.7 -547 .53.9 .53.3 -5 . - -S .. t5 +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 .47'. . _ 7.1 -57.9 -56.5 -55.5 .54.8 .54.1 .53.6 .53.1 -52.7 .52.4 36 ft +53.4 +52.0 +51.0 +50.2 +49.5 +49.1 +48.6 +48.2 +47.8 '59.0 -S7.6 -56.6 -55.8 -S5.1 -54.6 -54.1 -53.7 -53.3 40ft +54A +53.0 +51.9 +51.2 +SOS +50.0 +49.5 +493 +48.7 -60.2 -58.9 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 45 It +55.5 1 +54.1 +53.0 +52.2 +51.6 a51.0 +50.5 +50.1 +49.7 -61.3 -59.9 -58.8 -58.0t-57.3-S6.77 -56.3 -55.8 -55.4 Soft +56.6 +55.1 +54.0 +53.29 +51.5 +51.0 ♦50.6 62.4 -60.9 -59.8 .58.97 .57.2 -56.8 -56.4 55h +57.5 +56.0 +54.9 +54.1.8 +52.3 +51.9 +51.5 -61.8-60.7 -59.86 -58.1 -57.6 -5T2..4 60ft-63.3 +56.8 +55.7 +54.9.6 +53.1 +52.7 +52.3 0 D O O o a REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 0310511 m y 3 A I z iT REV- ADJUSTED HEIGHTS GSS TSB 04/0911 REV2014 FBC DGM TSB 06/10/1 - THIS IS 7FIEPROPER7Y 0T •Fj x SHk.LNT WHOM RIWITMA AND SNALLNOTBE PEPRODUCEOWWHOLEOx PARTWRHWt o N 1--L v _ w MOM.0.V0FNTOFFNG NOSMiXPREOSUTEP NS. PERMWEDAN INV4DVANNOSCE"FIC TION. T4RENoi PERNInEoaxD WVNI0nTE008 LERnFl44nW. EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) -ZONES Roof Tributa Area So F[ eight 10 15 20 25 30 1 35 1 40 1 45 50 '57.2 .55.0 .53.4 .52.1 .51.1 .50.3 49.5 48.9 48.3 0-loft +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 438.9 +38.6 +38.3 '58.2 .55.9 -54.3 .53.0 .52.0 .51.1 .50.4 49.7 49.1 lift +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 .59.1 -56.8 .55.1 .53.8 -52.8 -51.9 -51.1 -50.5 49.8 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -SO.S 13k +44.7 +43.6 +42.7 a42.1 a41.5 +41.1 1 +40.7 1 +40.4 ♦40.1 '60.7 .59.3 .56.6 -SS.3 .54.2 -53.3 .52.5 .51.8 .51.2 14ft +45.3 +".1 +43.3 +42.6 +42.1 +4L6 +41.2 +40.9 +40.6 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -525 -51.8 15 It +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 16 k -62.1 .59.7 .57.9 .56.6 -S5.5 - . -13.1 -52.4 +46.4 +45.2 +44.3 + _ 1'vL2;6: +4., 1+4T19 +41.5 -62.8 -60.3 -58.5 - '4 ^- - !+ .3" f .6 -53.0 1]k +46.9 +456 +44.8 '2I a .1 43.31 i- 2: I, 2.3 +420 '63.4 -60.9 .59.1 -5 8 �. •) 5�:7,; 45 91 4.1 n -535 18 k +47.3 +46.1 +45_2 d1-.+43:5i 143. 44 +42.4 -64.0 -61.5 -59.7 UT - 2• .- I .4 - -54.0 19 h +47.8 +46.5 +45.6 +44.9 +"A � r; -r 3.5 +43.1 +42.8 -64.6 -62.0 -60.2 -59.8 -57.7 .56.7 .55.9 .55.1 -54.5 20 ft +48.2 +47.0 .46.1 +45.4 ."S +44.3 +43.9 +43.5 +43.2 '65.6 -63.1 .61.2 .59.8 .58.6 .57.7 -56.8 -56.1 -55.4 22 It +49.0 .47.7 +46.9 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 -66.6 -64.0 -62.2 -60.7 .59.5 -58.5 -57.7 '56.9 -56.2 24k +493 +48.5 .47.5446.8 +4&2 +45.7 +S.3 + S +44.6 -67.6 -64.9 .63.0 .61.6 -60.4 -59.4 -58S -57.7 -57.0 6 k +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -68.5 .65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 28 k +51.1 .49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 30 ft +51.7 .50.4 +49.4 +48J +48.1 .47.5 +47.1 +46.7 +46.3 -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 33 R +526 .51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 -71.5 -68.7 -66.7 - 3.9 -62.8 -61.9 -fill -60.3 36ft +53.4 +52.0 ♦51.0 .1 .48.6 +48.2 +47.8 -72.8 -70.0 -67.9 -66 1 .63.0 -62.2 -61.5 40 h .0 +54.4 +53. 1. a51. F50.5 +50.0 449.5 +49.1 +48.7 --74.1 -71.4 -65.3 -63.5 -62.7 45 It +SiS+51 4 31 S{ 1 } .50.S +50.1 +49.7 ]] ] -70.6 -69..0 -6J2.6 -66 --64.3 64J -639 6 503255516 4 +65 5+51.0 +50.655 E50ft+5S.J ft-77.0 4.0 -71.8 -70.1 -68.8 -67.6 -66.6 .65.7 .65.0 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WIND VELOCITY =170 MPH EXPOSURE'D' BASED ON Kd=0.85 LESS THAN 100 (EIGHT AS LIMITED ABOVE. ABLE REDUCTIONS FOR ROOF SLOPES A SUE SPECIFIC CONDITION. IT. IF THE MEAN ROOF HEIGHT 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 OCCUPANCIES. TOPOGRAPHIC FACTOR K t=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpf=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SUE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L, BENNARDO, P.E. 61 a= 10% OF LEAST HORIZONTAL DIMEN51 WHICHEVER IS SMALLER, BUT NOT LESS DIMENSION OR 3FT (I.). USE ZONE 5IF AN ENGINEER FOR A MORE SPECIFIC INT 5TH ED. FLORIDA BUILDING CODE EI` (2014) E> ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th MASTER PLAN SHEET DEERFIELD P: f954)354 ASCE 7-10 E: PRODUCTAPPROVED 'Sr CRITERIA AND OTHEW� 71 VD APPLICABILITY OF THOSE TAB 1NCE WITH GOVERNING rQDES.� F - RDINANCES. ' THE HOST STRUC1JRE.0 IT NAL CERTIFICATIONS OF x HEIGHT go ERING O mj oJzc UITE 106 iO? 33442 D 54-0443 m� O SS.COM m 0 v ;c rnx4 S, i m