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HomeMy WebLinkAboutEngineering RAMMS ENGINEERING, INC. 2100 W 76 ST.9311,Hialeah,FL 33016 FLORIDA BUILDING CODE,2017 Roberts.M-our,P.E.F1411955I0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS(LBS/SOFT) CATEGORY 2 BLDG. 'Kd=.85 FOR 175 MPH WIND ZONE Interior 3 Exterior Zones(435-Walls)Positive Preaauros k;•'• i ExP03ure0 Forthe 175mph Wind Zone EHedWe�Wiod{Goa:or;7iibutb`/lrea ln:S-usroFedi: ' Height 10 20 35 50 1 100„V - (Maximum) 0.90 0.90 0.54 0.80 0.74.'•:. h. 70 58.2 58.2 55.0 52.9. 49.8 80 60.0 60.0 56.7 54.4 :511 ' 90 60.9 .60.8 57.5 55.2 x:51.8 ' 62.2 62.2 58.7 56.4 152.9...,;, 120 64.3 64.3 60.8" 58A "t1,54.8 140 66.1 66.1 62A 60.0.. '56:3 160 67A 67.4 63.6 61.1,x': 57A 180 68.7 68.7 64.9 62-..3•e:, 58,5 200 70.0 70.0 1 66.1 ::63.5',"t> 59.6 250 73.0 73.0 69.0' '•;66.3 62.2 ' 300 75.2 75.2 71.0 ,..68.2f','- 64.1 350 77A 77.4 73.1 '-;" 702 65.9 400 79.1 79.1 74.71:; 71.8 67.4 450 80.8 80.6 76.4 73.4 68.9 500 82.2 82.2 77L"�'"`'74.5 70.0 77 Interior Zone(4-Walls)Negative Prossufes,,W ExposureD Forthe 175 _4mptt R Zone' :iEffEdtive;Wind Area;or;ITkiltiuH"Ares lln:Squato:Feet' Height 10 20 35 So 100 Maximum -0.90 -0.90 ''c�-0.84 -0.80 -0.74 70 -58.2 T58.2:8; -•54.8 -52.9 -09.6 80 -60.0 ':80.Ojr' :;-5=5fi.4 -54A -51.1 90 -660.9 r:,-60.8 -57.2 -552 -51.8 100 -62.2 .Y"62.2..... -58.5 -56.4 -52.9 120 E1.3:" -1043" 50.5 -58A -54.8 140 -66.1 "."58.1 -62.2 -60.0 -56.3 (n O 180 -67.4 -87A -63.4 51.1 57A v 180 58.7. -68.7 -64.8 1 52.3 58.5 200 '-70.0 1.. -"-70.0 55.6 53.5 -59.6 C cc 260 , ' W n 300 C 7 350 *,77.4 -77.4 -72.8 -7062 -65.9 C© m�m_ I 400 "`-:fp:-79;1 -79.1 -74A -71.8 -67A O AO r G--, 450 ..,`.'�=80:9 50.8 -76.1 -73.4 1 58.9 Z Z O 500..,... -82.2 52.2 -77.3 -74.5 Exterior Zone (5-Walls)Negative Pressures n ExposureD-c•:`;� For the 175 mph Wind Zone m `Effective WInd�Arca;or,:T-IbUt5-"Aree)dnSquaie Feet' 1''"+,Holght, 10 20 35 50 100 A .,. Maldmum -1.80 -1.80 -1.70 -1.56 -1.40 80 1100.0 -1000 -104A -96 6 -8852 �e�ofjy 90 -111.8 -111.6 -105.9 -98.0 -89.0 `5'ffi3'r.100;?;iw•,' -114.0 -114.0 -108.2 -100.1 -90.9 120"- -117.9 -117.9 -112.0 -103.6 -94.1 ' 140 -121.1 -121.1 -115.0 -106.4 -96.7 160 -123.5 -123.5 -117.3 -0. -98.6 .- - 180 -125.9 -125.9' -119.6 -110.6 1 -100.5 200 -128.3 -128.3 -121.8 -112.7 -102A .. .. 250 -133.9 -133.9 -127.11 -117.7 1 -106.8 _ 300 -137.9 -137.9 -130.9 -121.2 350 -141.8 -141.8 -134.7 -124.7;,; 400 --145.0 -145.0 -137.7 r127j5'']:�1'i5:i:, ✓P==�r±.;, 450 -148.2 -148.2 -140.7 :331143`'( t7� 500 -150.6 -150.6 -143.0 isAwq.�A.-ADN07 T010ERE RO UCED,��I,NjW,,,RO �OI1wT T1y7yE{�PER�MI��N�V RAMMSTEf�GINE� _,/ SL�ESPARE 1�IALID�U�jS�51GNED IN BLDFII D � -�,•na^w.jw*`u�{ 1 k. k e���i 9p,4:. - - 1:., ,>sN",.,�. •BERTfYv10NS0UR