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HomeMy WebLinkAboutENGINEERINGRAID ENGINEERING INC, 2100 W-:76 ST. #3:1.1 HIALEAH, FLORIDA, 33016. FLORIDA BUILDI G,COD :2017RFC�IV Robert S.,Monsour,• R.E.. FI # 1.1955 /'0006024. •ASCE 7-10 WIND.CO E Fp DESIGN -WIND LOADS-(L;BS/SQFT) FOR 170,MPH N e�Q �0 18 Interior& Exterior Zones (4&5 - Walls) Po ivd3 s w?nc�rri Exp osure D For the 170 mph Wind Zone CATEGORY 2 BLDG. Effective Wind Area (or, Tributary Area) in'Square Feet Height 10 20 30 40 50 60 Maximum ...A.00 0.95 0,92,. •. b.89 0.88 0.86 . :. 15 :46.1 . .44.0.. .42.8.: 41:9 41.3.:.. .407 20 48. 46.1 44.9 44,.0 43,3 25. 50:1 " ; 47.0 - 46:5 45.6- -• ••44.9 44.3 30.:, 51.9 49.6 48.2 47.2 :.. 46.5:. - 45:9 40 : 54.6 _..: 52:1 50.7, 49.7 48.9. :. 48.2 50 .." 56.8 54.3 52.8 .. . 51..7.. . 50.9 , '50.2 60' S8.6 56.0 . '� • _'54.4 :.53.3 ''52.5 .. 51.8 . .•Interior.Zone.(4•-.Walls).Negative.Pressures .'.Exposurb D. For the... 170- :..:. mph Wind. Zone:... -CATEGORY. 2. BLDG.: . .•Interior.Zone.(4•-.Walls).Negative.Pressures .'.Exposurb D. For the... 170- :..:. mph Wind. Zone:... -CATEGORY. 2. BLDG.: . Height Maximum Effective Wind Area (or, Tributary Area) -in -Square Feet . IIIKITO 20 30 =.0.99 50 '-0.98. 60 -0.96 =1.10 -9.05 : -1.02 :.. -47.9 -46:7 ..' 45.8 =45:2 =44.6 20 -52.4 - W2 -497-7 - -49.1 -46.8 -48.5.30 25 -" -54..4 : -52:"1 :. - -50 :. =56:3 " -54.0. -52.•.'.-50.9:... ".-50.3 59:2 =5&7 -55 -53:5 :. -52.9 " : . 50 -61.6 -59.1 - -57.6 . " "•.-56.5 -55.7 -55.0 60.: ". -63..6 . -60.9 =59.4:. -58.3 -57.4 . .: --56.8 •.Exterior Zones;.(5, Walls.).NegativePressures•..' " Exposure D For the 170.. ' mph_ Wind Zone. CATEGORY•2 BLDG.,` Height: Maximum Effective Wind Area (or, Tributary Area) in Square* Feet . 10,:. 20.. :.30 .. . .. 40. . ' .50 '•:. •. :: 60 . . -4.40 =1.29 -1:23.. -:1..1.9 =1.15 -1.13 -57:6 -55A. - .. -53.4 . -52.1 -51.0. :. 20.:. =64.7. -60.3 .: :-57.8 -56.0 -754.6 -53:4 25: =67:1: -62.6. -599. 758:1 -56.6 =55.4. 30 .. -69.5 -64.8 -62:1' . 760.1 '. =58:6 =57.4. . 40 : -73.1 ' -68.2 . -65, 3 : " . ' -63.2 . ' =61.7 : '-60.4 50 =76.1 : -71:0- -68' 0 '. =65.8 -:.-64.2 - .-62.8 60 =78:5 .. -73.2. " -7Q:1.. .-67;:9 -56.2.. :.-64.8, . NOTE: AN 8% REDUCTION OF'THE LOADS, SHOWN ABOVE MAY:bt. IAKEN:I-VK rLAI rcu�rs. U Length .of.End "Zone (a).; 10% of least horizontal dimension or .4 h; whichever is. smaller , but not less than.4%:bf least horizontal .dimension or 3:ft (h =: mean roof height. in: feet}: „r 'THESE TABLES ARE �1E REPRODTJCED Ilv WHOLE Oit 1N FART �`� nXxnrTrT- ni MN XXMUTI,=,d 9 -M UFT2 RATICST() RY R AMiMS F<NC I , _RMINC�s