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HomeMy WebLinkAboutPROJECT INFORMATION51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURE (PSF) -ZONE 4 Roof Trlbuta Area 5 Ft 'WAIght 10 35 20 25 30 -4 - 50 41.0 40. -393 38.7 -38.3 -3 ,9 -- +3 , " 0 0-ISk +37.8 +36. +36.1 35.5 H5.1 + .7 734:.. 41.6 40.5 -39.3 -38.8 -3 A -- 3 .8 - +383 +37.3 +36.6 +36.0 +35.6 +; .2 +3 . 6 1 42.1 41.1 40.3 -39.8 -39.3 -38.9 - :0 17 k N8.8 +37.8 +37.1 +36.5 +36.0 ++iS +353 ON *34J 42.6 41.6 40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 18It +39.3 +38.2 +37.5 �+36.9 +36.5 +36.1 +357 +35.4 +35.2 43.1 42.0 -41.3 A0.7 40.3 -39.9 -39.S -39.2 -38.9 19R +397 +387 +37.9 :+37.4 +36.9 +36.5 +36.1 +35.8 +35.6 43.6 42.5 41.7 41.2 40.7 40.3 -39.9 .39.6 .39.4 20k +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 44.0 42.9 412 41.6 41.1 -0U.] 40.4 40.0 -39.8 21k +40A +39.5 +38.7 +38.2 +37.7 1 +37.3 +36.9 +36.6 +36.3 22It -04A 43.4 42.6 1-42.0 -41.5 All 407 40.4 40.2 +4LO +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +367 449 43.8 43.0 A1.9 41.5 41.1 40.8 -40.5 23k a41A +40.3 +39.5 1,42.4 +38.9 +38A 1 +38.0 +37.6 +37.3 +37.0 45.3 44.2 43.4 42.8 A2.3 41.9 41.5 4L2 40.9 24k +41_7 H .6 +39.8 1 +39.2 +38.7 1 +38.3 +38.0 +37.6 +37.4 45.7 44.5 43.8 43.1 42.6 A2.2 41.9 4I.S 41.3 25 It + 11 +41.0 +40.2 +39.6 +39.1 +38J +38.3 +38.0 +377 46.0 4 B 44.1 43.5 43.0 A2.6 42.2 41.9 41.6 26 k +42.4 441.3 440.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 46.4 -45.3 44.5 A3.9 43.3 42.9 All .42.2 41.9 27k 142.8 +41.6 440.8 +40.2 +39.7 +39.3 +38.9 +38.6 +39.3 4S.6 4 2 44.1 43.7 43.2 A2.9 - 28 It46.8 a43.1 +42.0 ♦412 +40.5 +40.0 a :61 39. +38. 47.1 46.0 45.1 44.5 - 4.0 29k +43.4 +42.3 +41.5 +40.8 +40.3 +3. A9: 47.4 46.3 45.5 - 4.8 - 43 4 .9 4 .2 30 It +43.7 +42.6 +41.8 +411 +40.6 +4 .2 jj39.5 , 9 -48.1 -46.9 AGA 45.4 44.9 44. � - 3. 32 R +44.3 +43.2 +42.3 1 +41.7 +41.2 +40J �. +40. - / 3 49.0 47.8 47.0 AG.3 45.8 45.3 44.9 44.6 44.3 35k +451 + D +43.1 +425 W2.0 +41.5 141.1 +40.8 +40.5 -50.4 49.2 483 47.6 47.1 46.6 46.2 459 45.5 40ft +46.5 +45.2 +44A +43.7 +43.1 +427 +42.3 +41.9 +41.6 -11.7 -10.4 49.1 -48.1 48.3 47.8 -47.4 -47.0 46.7 45 k +47.6 +46.4 +45.5 +44.8 +q4.2 +43.8 +43.3 +43.0 +42.6 -52.8 -51.5 -50.6 49.9 49.3 48.9 ABA -48.1 47.7 50It +48.7 +47.4 +46.5 +45.9 +45.2 +447 ♦44.3 +43.9 +43.6 -53.9 -52.6 -51.7 -5(19 -50.3 A9.9 A9.4 49.0 48.7 55 It +497 +48A +47.4 +46J +46.1 +45.6 +451 + 2 a44.5 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 49.9 49.6 60k a50.6 +49.3 +48.3 +47.6 +47.0 1 +46.5 +46.0 +45.7 +45.3 Mean DESIGN PRESSURES(PSF)-ZONES Roof Tribota Area 5 F[ = afeht 10 SS 20 25 30 35 1 40 1 45 50 -50.6 48.6 47.2 46.1 45.2 -44.5 -43.8 43.2 -42.] �0-15k +37.8 +36.9 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -51.3 49.3 47.8 A6.7 45.8 45.1 4 A 43.8 43.3 16k 438.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +M.3 -52.0 49.9 48.5 47.3 46.4 45.6 45.0 A4.4 43.8 1]k +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 '52.6, -50.5 49.0 47.9 -47.0 -46.2 45.5 44.9 44.4 is IT +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 -53.2 -51.1 A9.6 AILS 47.5 46.7 46.0 45.4 -44.9 19k +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 -51.7 -50.1 49.0 48.0 47.2 46.5 45.9 45.4 20 k +40.2 +39.1 +38.3 1437.8 +37.3 +36.9 +36.5 +36.2 +36.0 -54.3 -52.2 -50.7A9.5 A85 - 7 ]. 46.4 45.8 21 k +40.6 +39.5 +38.7 +3 :T w a3 .9, +36.3 -54.9 -52.7 -51.2 -5 .0 - :e -46.3 22It +41.0 +39.9 +39.1 +3 . 8; 7. 7.0 +36.7 -55.4 -53.2 -51.6 -5 A - - 9 47.3 -46J 23It +41.4 +40.3 +39.5 +3. ♦ .G 8.0 .3 +37.0 '55.9 .53.7 .52.1 -50. - - 4 A7.1 24k +41.7 +40.6 +39.8 +39.2 . +3&7- B.0 +37.6 +37.4 -56.4 -54.1 -52.6 -51.3 -SO.3 A95 48.8 48.1 47.5 25k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 437.7 -56.8 -54.6 .53.0 -51.8 -50.8 49.9 49.2 48.5 -47.9 26k +42.4 +41.3 +40.5 +39.9 +39.4 1 +39.0 +38.6 +38.3 +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 .50.3 49.6 -48.9 748.3 27 It a42.8 ♦41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 .57.7 -55A -53.8 -52.6 -51.6 -50.7 A9.9 49.3 A8.7 ek ] +43.1 +420 W1.2 ADS +40.0 +39.6 +39.2 +38.9 +38.6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 49.7 -49.1 29k +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 a39.5 a39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 .51.4 .50.7 .50.0 49.4 30 It +437 +42.6 +41.B +42.1 +40.6 +40.2 +39.8 +39.5 +39.2 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 32It +44.3 +43.2 +42.3 +41.7 +412 +407 +40.3 +40.0 +397 -0.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 35 It +45.2 + 1.0 +43.1 +425 +410 +415 "Ll +40.0 +403 -612 -59.8 -58.0 -56.7 -55.6 -M.6 -53.8 -53.1 -52.5 40 ft 446.5 +45.2 +44A +437 +43.1 +42.7 +42.3 "IB +41.6 -63.8 -61.3 -59.5 -58.1 .57.0 .56.0 -55.2 -54S -53.8 45 It +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 .56.4 -55.7 .55.0 SOk a48.] +4].4 +46.5 +45.8 +452 +q4.7 +44.3 M3.9 +43.6 -E6.5 -fi3.9 -fi2.1 -60.fi -59.4 -58.4 -57.6 -56.0 -56.1 SSk +49.7 +48A +47A +46.] +46.1 +45.6 +45.2 +44.8 +49.5 -17.8 -65.1 -63.2 -617 -60.5 -595 -58.6 -57.9 -57.2 60k +50.6 +49.3 +48.3 a4].6 +4].0 +46.5 +46.0 +45] +45.3 &I WIND VELOCITY = 170 MPH EXPOSURE'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLATTERRAIN ' PRESSURES.WORST CASE' IS VARIABLE AS DESCRIBED BELOW. THESE TABLES. HEIGHT AS LIMBED ABOVE. CABLE REDUCTIONS FOR ROOF SLOPES My, 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 CRITIW. (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 Rd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 1 OR 3, USING THE OCCUPANCIES. TOPOGRAPHIC FACTOR )OM-1.0 FOR FIAT TERRAIN USE ONLY. THESE TABLE NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Rd (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 SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. IS PRODUCT APPROVED 8. EXCEPT AS EXPRESSLY PROVIDEPLUEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a=10% OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEARR00F WHICHEVER IS SMALLER, BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT(I.). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAFI AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF as 1a.4 ENVE HEIGHT ROOF HEIGHT O a, 05) WALL ZONE FIGURES �,f ISOMETRIC S m 0 3 N IA W 5 m _ e-- Q A REMARKS 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30z DESIGN LOADS FOR COMPONENTS &CLADDING PLAN SHEET � � ENPGi �EERING _ EXPRESS® - a 160 SW 12[h AVENUE, SUITE 106y DEERFIELD BEACH, FL 33442MASTER (954CENT OF60 F: (954)354-0443,A LEFT GF AIITX tl9�6 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERING EXPRESS.COM o O mm _Ac) n 1=-L �S' ` INIT �55"Tsa° 0°051;2 REV-PD.NSTEOHEIGHTB GSS TSB 04/09/12 REV 2014 RIC DGM TSO 06/10/15Ln _ - VIDSHMOM.TIEREEPROPmtt IMIOLwEmlNCEr OIFP: NRWNOONDEWOFENGINSDINWHOLEORPNRWIINWr WRNEn CON5fiNI0Ffi0cixEERlxc 6xPREssuTEFAn9ns. womONS.GVOBJERMWNGST07JSD000MFNTARENOT PEw.onEnurourvulnsTEOuacERrlTDnnax. � c e 7-10 ASCE AS E