IX Climatological Data by County Metal Building Systems Manual S 20 20 20 20 30 40 35 30 40 35 W 90 90 90 90 90 90 90 90 90 90 Ss 11.20 9.30 7.60 10.50 8.40 6.40 5.70 6.50 9.90 5.60 S1 6.30 5.70 4.40 5.80 5.20 3.60 3.30 3.60 3.80 3.20 I1 7 7 6 6 I2 10 10 9 10 9 County Name Wapello Warren Washington Wayne Webster Winnebago Winneshiek Woodbury Worth Wright 20 20 20 15 20 20 20 15 20 15 15 20 15 20 25 20 15 15 15 25 20 20 20 15 15 25 20 15 15 20 20 20 25 15 15 10(5000) 20 10(5000) 15 20 15 20 20 20 25 20 15 15 15 15 20 20 25 20 20 20 20 20 20 15 20 25 15 20 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 11.60 12.00 13.10 12.60 11.10 12.10 15.00 12.70 14.50 12.00 12.50 8.40 11.20 17.30 12.50 12.20 11.40 12.90 12.10 9.40 15.80 12.60 13.90 10.30 11.80 12.30 11.30 9.40 9.70 12.60 19.40 9.60 11.80 10.30 9.40 9.90 12.00 10.60 14.10 13.50 10.00 9.60 18.00 15.00 11.00 12.30 9.90 13.20 10.80 12.20 9.20 12.60 11.30 11.90 8.80 14.40 13.90 18.00 12.60 10.50 12.10 11.30 11.70 17.50 6.10 6.00 5.60 5.30 4.50 6.80 5.40 5.70 5.60 6.10 7.50 3.40 4.70 5.20 4.50 5.80 4.90 5.90 7.00 3.50 5.20 5.40 5.80 4.30 5.90 4.30 4.50 4.10 4.20 5.90 5.70 3.90 4.10 4.10 4.10 3.70 5.70 3.80 5.60 5.40 4.20 4.20 5.70 5.70 4.10 6.00 4.00 5.40 4.60 7.10 4.00 5.70 4.40 6.30 3.60 5.70 5.40 5.30 5.10 4.30 6.10 4.20 6.30 5.70 8 7 8 8 7 8 7 7 7 7 7 7 8 7 7 7 7 7 8 7 7 7 11 10 10 11 10 11 10 11 11 11 11 10 10 10 10 10 11 11 10 10 10 10 11 10 10 10 10 10 10 10 11 11 11 10 10 10 10 10 11 10 11 10 10 10 10 11 11 10 10 10 10 11 10 KANSAS Allen Anderson Atchison Barber Barton Bourbon Brown Butler Chase Chautauqua Cherokee Cheyenne Clark Clay Cloud Coffey Comanche Cowley Crawford Decatur Dickinson Doniphan Douglas Edwards Elk Ellis Ellsworth Finney Ford Franklin Geary Gove Graham Grant Gray Greeley Greenwood Hamilton Harper Harvey Haskell Hodgeman Jackson Jefferson Jewell Johnson Kearny Kingman Kiowa Labette Lane Leavenworth Lincoln Linn Logan Lyon McPherson Marion Marshall Meade Miami Mitchell Montgomery Morris S 15 20 15 20 25 20 25 20 20 25 20 15 25 15 25 20 20 25 20 25 20 20 15 15 20 25 20 25 15 15 15 15 20 20 20 20 25 20 15 20 20 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 11.30 17.80 11.60 10.20 10.90 14.50 10.90 12.40 10.70 11.00 22.90 11.80 8.40 12.70 12.60 11.80 22.90 11.80 11.30 11.60 12.60 9.00 14.00 11.00 17.50 9.80 8.80 10.40 11.30 10.80 10.70 13.90 8.50 11.80 22.00 9.40 16.50 9.30 11.50 11.60 12.20 S1 3.90 5.50 6.40 4.10 3.90 5.80 4.10 4.70 4.40 4.00 5.90 5.00 3.20 5.20 4.40 4.80 5.90 4.10 4.30 4.30 4.90 3.90 5.60 4.30 5.90 3.80 3.50 4.00 4.70 3.90 4.10 5.80 3.40 4.10 5.90 3.60 5.00 3.70 6.00 5.90 5.90 I1 7 7 7 7 7 7 7 7 7 7 6 7 6 7 8 I2 10 11 10 10 10 10 10 10 10 10 10 11 10 10 10 10 10 10 10 11 10 9 10 10 9 11 10 10 10 11 11 10 County Name Morton Nemaha Neosho Ness Norton Osage Osborne Ottawa Pawnee Phillips Pottawatomie Pratt Rawlins Reno Republic Rice Riley Rooks Rush Russell Saline Scott Sedgwick Seward Shawnee Sheridan Sherman Smith Stafford Stanton Stevens Sumner Thomas Trego Wabaunsee Wallace Washington Wichita Wilson Woodson Wyandotte 15(2600) 15 15 15 15 15 15(2600) 20 15 20 15 20 15(2600) 15 15 15 15 15 20 15 20 20 15(2600) 15 15 15(2600) 15(2600) 15 15(2600) 15 15 15 15(2600) 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 23.00 27.40 22.80 326.60 25.70 28.20 40.30 18.50 26.70 22.10 22.70 24.30 27.20 34.80 24.70 38.10 90.60 110.60 19.40 278.20 19.30 24.10 22.50 60.30 26.90 29.60 25.00 103.00 24.10 52.60 28.90 25.50 26.60 12.00 13.60 10.50 105.20 13.00 9.80 12.90 8.90 9.90 8.80 10.80 9.20 10.40 14.20 12.10 15.90 26.40 30.40 8.90 85.20 9.60 9.00 11.40 21.10 10.10 11.50 12.20 28.70 12.30 18.70 13.80 9.40 10.40 6 6 6 5 6 6 6 6 5 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 KENTUCKY Adair Allen Anderson Ballard Barren Bath Bell Boone Bourbon Boyd Boyle Bracken Breathitt Breckinridge Bullitt Butler Caldwell Calloway Campbell Carlisle Carroll Carter Casey Christian Clark Clay Clinton Crittenden Cumberland Daviess Edmonson Elliott Estill IX-9 Metal Building Systems Manual S 15 15 15(2600) 15 15 20 15(2600) 20 15 15 15 20 15 15 15(2600) 15 15 15 15 15 15 15(2600) 15 15 15(2600) 20 20(2500) 15(2600) 15 15(2600) 15 15(2600) 15(2600) 20(2500) 15 15(2600) 15 15 15 15 15(2600) 15 15(2600) 15(2600) 15 15 15(2600) 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15(2600) 20 20(2500) 20(2500) 15 15(2600) 15 15(2600) 15 15(2600) 15 15 15 15 15 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 25.10 27.40 25.90 22.80 235.00 19.00 23.40 21.80 143.00 30.30 23.30 22.60 40.80 25.70 40.10 25.80 25.70 70.90 21.10 194.50 63.30 26.20 24.70 24.20 24.90 19.00 28.90 35.80 24.70 27.60 23.10 26.90 32.20 34.10 25.00 23.00 124.90 39.80 104.50 25.30 25.90 22.20 120.50 24.50 25.60 161.70 29.00 56.90 28.40 27.70 22.60 24.10 24.80 27.90 26.30 52.00 23.00 27.50 43.30 21.80 21.10 27.20 22.90 30.50 27.90 27.40 24.70 26.00 24.80 27.30 23.50 24.60 22.00 32.60 22.60 22.60 S1 10.30 9.40 9.70 10.20 67.60 9.30 10.70 9.30 42.30 13.90 12.20 8.70 16.00 12.70 12.70 9.60 12.90 22.00 10.20 57.20 21.50 10.80 11.90 10.40 9.50 9.00 11.00 12.40 12.50 11.50 9.10 10.50 11.60 11.70 9.00 10.90 36.70 16.90 29.10 10.40 9.70 11.50 34.20 9.40 9.10 46.40 12.20 19.90 13.30 9.90 10.80 12.50 12.70 10.00 9.60 19.30 11.70 9.60 17.50 10.70 9.50 10.70 9.20 11.30 10.40 10.20 11.40 9.40 11.00 9.50 11.80 9.90 10.70 14.70 11.20 11.90 IX Climatological Data by County I1 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 5 6 6 6 5 6 I2 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 County Name Fayette Fleming Floyd Franklin Fulton Gallatin Garrard Grant Graves Grayson Green Greenup Hancock Hardin Harlan Harrison Hart Henderson Henry Hickman Hopkins Jackson Jefferson Jessamine Johnson Kenton Knott Knox Larue Laurel Lawrence Lee Leslie Letcher Lewis Lincoln Livingston Logan Lyon McCracken McCreary McLean Madison Magoffin Marion Marshall Martin Mason Meade Menifee Mercer Metcalfe Monroe Montgomery Morgan Muhlenberg Nelson Nicholas Ohio Oldham Owen Owsley Pendleton Perry Pike Powell Pulaski Robertson Rockcastle Rowan Russell Scott Shelby Simpson Spencer Taylor S 15 15 20 15 15 15 15(2600) 15 15(2600) 15(2600) 15 W 90 90 90 90 90 90 90 90 90 90 90 Ss 46.10 84.00 20.40 92.50 31.50 22.20 25.30 78.00 34.60 27.10 23.60 S1 18.70 25.30 10.10 26.20 14.30 11.40 11.90 24.00 12.50 10.20 10.30 I1 6 6 6 6 6 I2 8 8 8 8 8 County Name Todd Trigg Trimble Union Warren Washington Wayne Webster Whitley Wolfe Woodford 0 0 5 5 5 5 5 0 5 0 0 0 5 5 5 0 5 5 0 0 0 0 5 5 5 105 100 100 115 95 98 90 90 90 108 90 120 90 90 92 90 105 90 102 98 90 90 112 108 90 130 105 107 130 90 90 108 90 90 90 126 90 146 102 93 90 90 90 140 123 103 115 115 102 108 120 115 107 90 130 90 120 94 108 90 105 90 100 12.20 12.60 14.00 13.20 13.60 13.90 17.90 17.20 16.80 12.70 17.00 11.70 15.80 18.50 15.30 16.20 14.50 22.90 14.40 12.60 17.40 14.90 12.50 14.30 17.10 12.80 12.30 15.40 12.50 12.60 18.20 14.50 19.00 20.80 15.70 12.90 18.50 11.80 14.00 14.10 16.10 18.70 16.20 12.80 13.10 14.50 13.60 13.50 12.70 12.60 12.30 14.40 14.50 16.90 12.00 19.80 12.00 14.80 15.10 17.50 14.40 23.00 14.00 5.70 6.00 5.90 5.70 6.80 6.10 8.90 8.40 8.20 5.60 8.70 5.10 8.20 9.20 7.90 7.50 6.20 11.10 6.60 6.10 8.90 7.30 5.60 6.00 8.60 5.60 5.70 7.90 5.80 5.50 9.10 6.20 9.60 10.30 7.50 5.70 9.30 5.10 6.30 7.00 7.70 9.50 7.10 5.60 5.70 6.60 5.80 5.80 6.10 5.70 5.40 6.20 6.50 8.60 5.20 9.70 5.50 6.40 6.70 8.70 6.20 11.20 6.40 11 10 11 11 10 8 11 11 9 10 10 10 9 11 11 12 11 11 12 10 8 11 12 10 9 11 11 10 11 11 10 11 11 10 10 12 11 10 10 10 12 12 12 12 11 12 11 11 11 12 11 13 11 11 11 11 12 11 12 12 11 11 12 12 11 13 12 12 13 11 11 12 11 11 11 13 11 13 12 11 11 11 11 13 13 12 12 12 12 12 12 12 12 11 13 11 12 11 12 11 12 11 12 LOUISIANA Acadia Allen Ascension Assumption Avoyelles Beauregard Bienville Bossier Caddo Calcasieu Caldwell Cameron Catahoula Claiborne Concordia De Soto E Baton Rouge East Carroll East Feliciana Evangeline Franklin Grant Iberia Iberville Jackson Jefferson Jefferson Davis Lafayette Lafourche La Salle Lincoln Livingston Madison Morehouse Natchitoches Orleans Ouachita Plaquemines Pointe Coupee Rapides Red River Richland Sabine St Bernard St Charles St Helena St James St John the Baptist St Landry St Martin St Mary St Tammany Tangipahoa Tensas Terrebonne Union Vermilion Vernon Washington Webster W Baton Rouge West Carroll West Feliciana IX-10 IX Climatological Data by County Metal Building Systems Manual S W 90 Ss 16.20 S1 8.10 I1 I2 11 County Name Winn 80(600) 100(700) 70(500) CS 60(500) 70(500) 50(500) 50(500) 90(700) 90(700) CS 50(500) CS 70(500) 70(500) 70(500) 92 90 94 90 91 91 97 97 90 90 90 99 90 93 90 96 37.10 27.60 36.80 32.50 26.10 32.20 25.30 29.60 38.10 27.90 29.90 31.70 30.00 26.50 34.00 40.50 10.30 10.00 9.80 10.20 8.80 9.60 8.70 9.30 10.70 9.30 10.00 9.40 9.80 9.00 8.90 10.60 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 MAINE Androscoggin Aroostook Cumberland Franklin Hancock Kennebec Knox Lincoln Oxford Penobscot Piscataquis Sagadahoc Somerset Waldo Washington York CS 25 25 25 25 30(900) 25 25 20 30(900) CS 25 25 25 25 25 25 20 20 20 CS 20 20 90 90 90 90 94 90 90 90 96 90 90 90 90 90 90 90 90 90 110 91 90 109 115 17.60 18.10 20.70 16.80 17.60 19.20 28.20 17.70 15.80 18.60 16.30 24.10 18.80 20.80 18.10 17.50 18.70 13.00 16.70 16.90 19.00 13.60 12.30 6.30 6.20 6.40 6.20 6.10 6.40 7.50 6.30 6.00 6.30 6.40 6.80 6.30 6.40 6.30 6.20 6.20 5.60 6.20 6.10 6.30 5.60 5.40 7 7 7 7 7 7 7 10 10 10 9 10 10 9 10 10 10 10 10 10 11 10 10 10 MARYLAND Allegany Anne Arundel Baltimore Calvert Caroline Carroll Cecil Charles Dorchester Frederick Garrett Harford Howard Kent Montgomery Prince George's Queen Anne's St Mary's Somerset Talbot Washington Wicomico Worcester 25 50(900) 30 25 50(500) 50(900) 35 40 40 25 40 30 40 50(900) 115 90* 110 118 104 90* 95 93* 100 118 105 112 105 97 23.50 25.50 27.60 20.30 36.50 25.80 26.10 25.60 32.70 16.80 29.70 27.90 32.80 27.10 6.60 8.80 8.10 6.20 9.20 8.80 8.60 8.70 8.90 5.60 8.70 7.90 8.90 8.60 5 5 5 5 5 5 5 7 7 7 7 7 7 7 MASSACHUSETS Barnstable Berkshire Bristol Dukes Essex Franklin Hampden Hampshire Middlesex Nantucket Norfolk Plymouth Suffolk Worcester 50 70 CS 50 60 40 70 35 35 CS CS 25 25 90 90 90 90 90 90 90 90 90 90 90 90 90 7.30 5.90 10.50 7.30 5.60 7.00 8.60 10.60 7.60 5.70 11.70 12.70 12.00 3.20 1.80 4.70 2.80 2.80 3.40 1.90 4.40 3.60 2.90 5.50 5.40 4.90 4 4 4 4 5 6 6 6 6 7 MICHIGAN Alcona Alger Allegan Alpena Antrim Arenac Baraga Barry Bay Benzie Berrien Branch Calhoun S CS 60 60 70 40 30 50 60 60 30 CS 30 40 60 60 35 20 70 35 25 35 40 60 40 25 30 60 35 90 50 25 CS 20 25 70 60 25 60 70 CS 40 60 35 50 20 35 50 40 40 25 CS 40 70 50 50 50 40 50 50 35 25 25 30 70 30 30 CS 20 20 60 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 11.80 5.60 5.90 6.30 6.60 9.40 5.90 6.10 6.30 11.30 5.60 9.30 6.80 7.20 5.60 8.20 13.10 10.60 7.80 11.30 9.20 7.10 6.80 7.40 12.20 11.40 5.70 8.70 10.20 6.80 9.40 5.60 14.60 11.10 5.50 5.70 11.40 6.30 6.80 6.90 7.10 6.00 7.50 6.00 15.70 8.10 6.30 8.10 7.40 11.20 7.30 6.50 9.10 6.80 6.30 5.70 8.40 6.80 6.10 8.00 8.40 5.60 9.40 10.50 12.20 8.00 11.40 12.50 12.40 6.10 S1 5.60 2.70 2.10 2.10 3.30 4.00 2.90 2.60 2.60 4.50 2.70 4.00 3.30 1.80 2.80 3.80 5.30 2.00 3.60 4.40 4.10 3.30 2.20 3.60 4.80 5.00 2.80 4.10 1.90 3.40 4.00 2.80 5.30 4.20 1.80 2.00 4.20 3.20 1.80 3.40 3.60 2.80 3.60 3.10 5.30 3.80 2.90 4.00 3.70 4.20 3.60 3.20 1.90 3.40 3.00 2.80 4.10 2.40 3.00 3.70 3.80 1.90 4.00 4.10 5.50 3.70 5.20 4.70 4.50 3.20 I1 4 4 4 5 4 5 4 5 4 5 5 4 5 4 4 5 4 5 5 5 4 4 4 5 4 5 5 I2 6 6 6 7 6 7 6 7 6 7 7 6 7 6 6 7 6 7 7 7 6 6 6 6 6 7 7 County Name Cass Charlevoix Cheboygan Chippewa Clare Clinton Crawford Delta Dickinson Eaton Emmet Genesee Gladwin Gogebic Grand Traverse Gratiot Hillsdale Houghton Huron Ingham Ionia Iosco Iron Isabella Jackson Kalamazoo Kalkaska Kent Keweenaw Lake Lapeer Leelanau Lenawee Livingston Luce Mackinac Macomb Manistee Marquette Mason Mecosta Menominee Midland Missaukee Monroe Montcalm Montmorency Muskegon Newaygo Oakland Oceana Ogemaw Ontonagon Osceola Oscoda Otsego Ottawa Presque Isle Roscommon Saginaw St Clair St Joseph Sanilac Schoolcraft Shiawassee Tuscola Van Buren Washtenaw Wayne Wexford 60 50 60 70 90 90 90 90 6.70 5.90 8.40 6.60 1.80 2.60 2.10 1.70 MINNESOTA Aitkin Anoka Becker Beltrami IX-11 Metal Building Systems Manual S 50 50 50 50 60 50 60 50 50 50 70 60 50 60 50 50 50 50 40 50 50 50 50 40 60 50 70 40 60 50 60 70 50 60 60 50 50 50 50 60 60 50 50 60 60 50 50 50 40 60 50 60 70 60 50 60 50 50 60 50 50 50 40 60 60 50 50 50 50 50 50 50 60 50 50 60 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 6.90 10.90 5.90 6.60 5.60 5.90 7.30 9.20 5.50 7.30 6.50 7.40 7.20 7.60 5.50 5.50 10.40 5.80 5.70 5.60 5.40 10.90 5.70 6.30 8.00 5.80 6.20 6.90 6.00 8.40 4.60 5.00 10.10 5.70 4.90 5.80 9.40 8.40 7.00 5.20 6.20 6.60 7.60 6.60 7.90 5.60 8.20 6.00 7.90 6.60 5.50 9.90 5.30 5.70 10.00 5.60 10.30 5.60 5.50 7.70 7.90 5.60 9.60 4.60 5.80 6.20 6.50 5.60 7.30 5.50 11.30 10.20 9.00 10.90 5.50 9.40 S1 1.90 2.60 2.80 2.80 1.70 2.70 1.80 2.50 2.60 1.90 1.70 1.70 3.10 1.90 2.70 2.90 2.40 3.10 3.30 3.10 2.80 2.40 2.70 3.40 1.90 2.30 1.70 3.10 1.80 2.40 1.30 1.30 2.60 1.60 1.30 2.80 2.70 2.80 1.80 1.50 3.10 2.70 2.50 1.90 2.00 3.10 3.20 2.80 3.20 1.80 3.00 2.30 1.50 1.90 3.30 1.60 2.40 2.70 1.60 2.90 2.70 2.80 3.40 1.20 2.70 2.50 2.80 1.60 2.00 2.90 2.50 2.50 2.20 2.50 2.80 2.20 IX Climatological Data by County I1 6 6 6 4 6 6 6 6 6 6 4 4 6 6 6 5 6 6 5 6 6 6 4 6 6 6 5 I2 8 9 8 7 8 9 8 8 7 6 6 9 8 9 8 7 8 8 6 8 8 8 8 8 County Name Benton Big Stone Blue Earth Brown Carlton Carver Cass Chippewa Chisago Clay Clearwater Cook Cottonwood Crow Wing Dakota Dodge Douglas Faribault Fillmore Freeborn Goodhue Grant Hennepin Houston Hubbard Isanti Itasca Jackson Kanabec Kandiyohi Kittson Koochiching Lac qui Parle Lake Lake of the Woods Le Sueur Lincoln Lyon McLeod Mahnomen Marshall Martin Meeker Mille Lacs Morrison Mower Murray Nicollet Nobles Norman Olmsted Otter Tail Pennington Pine Pipestone Polk Pope Ramsey Red Lake Redwood Renville Rice Rock Roseau St Louis Scott Sherburne Sibley Stearns Steele Stevens Swift Todd Traverse Wabasha Wadena S 50 50 50 50 50 50 50 W 90 90 90 90 90 90 90 Ss 5.60 5.50 6.60 9.00 5.70 6.50 8.50 S1 2.90 2.70 2.90 2.30 3.10 2.50 2.60 I1 6 6 6 I2 9 8 County Name Waseca Washington Watonwan Wilkin Winona Wright Yellow Medicine 10 10 10 10 10 10 10 5 10 10 5 10 0 10 5 5 5 10 5 5 10 5 10 10 10 10 10 10 5 10 10 5 10 10 10 5 5 5 10 93 90 108 90 90 90 90 90 90 90 91 103 90 90 94 101 90 109 95 123 115 90 125 130 90 90 90 90 90 135 100 93 100 105 95 90 107 98 97 92 90 90 96 90 90 105 90 90 90 93 96 92 90 90 115 112 101 90 90 90 94 94 90 96 97 120 90 15.30 44.30 14.70 23.20 57.10 38.80 40.40 35.20 29.90 26.70 30.20 29.10 24.40 17.40 18.90 25.40 52.50 17.30 17.20 91.90 16.80 15.50 14.50 15.40 35.90 14.50 14.40 18.90 18.90 25.40 27.30 24.30 30.20 12.50 18.00 18.40 16.20 16.90 17.40 17.70 19.50 48.00 16.60 18.90 16.60 19.70 33.40 31.90 16.30 24.40 20.70 16.40 61.20 26.70 28.30 19.20 18.60 21.80 24.60 53.30 57.80 16.10 16.40 15.10 36.80 39.40 53.90 7.90 18.60 7.20 11.80 20.80 15.90 16.60 15.00 13.80 12.90 13.90 13.80 12.20 8.80 8.80 12.50 19.90 8.70 8.30 27.60 7.60 7.80 6.40 7.00 15.20 6.00 6.10 9.50 9.40 12.30 12.80 11.60 14.00 5.90 8.80 8.90 8.30 8.20 8.20 8.30 9.90 19.10 7.40 9.20 8.10 10.50 14.70 14.00 8.10 11.90 10.50 7.60 21.70 13.00 13.50 10.30 9.40 10.90 12.20 20.00 20.90 6.80 7.30 7.30 15.90 17.00 20.20 9 8 7 9 7 9 9 10 10 10 8 8 10 9 9 9 8 9 7 8 8 7 10 9 7 8 9 10 11 11 10 10 10 10 10 10 11 11 10 10 11 11 10 11 11 12 11 10 12 12 11 10 11 11 10 12 11 11 11 11 11 10 11 11 11 11 10 10 11 10 11 11 10 10 10 11 11 10 10 10 12 11 11 10 10 11 11 11 11 11 12 10 MISSISSIPPI Adams Alcorn Amite Attala Benton Bolivar Calhoun Carroll Chickasaw Choctaw Claiborne Clarke Clay Coahoma Copiah Covington De Soto Forrest Franklin George Greene Grenada Hancock Harrison Hinds Holmes Humphreys Issaquena Itawamba Jackson Jasper Jefferson Jefferson Davis Jones Kemper Lafayette Lamar Lauderdale Lawrence Leake Lee Leflore Lincoln Lowndes Madison Marion Marshall Monroe Montgomery Neshoba Newton Noxubee Oktibbeha Panola Pearl River Perry Pike Pontotoc Prentiss Quitman Rankin Scott Sharkey Simpson Smith Stone Sunflower IX-12 IX Climatological Data by County Metal Building Systems Manual S 10 10 10 10 10 10 10 10 10 W 90 90 90 90 90 90 104 90 90 107 90 107 92 90 90 Ss 18.70 18.50 24.50 17.80 17.90 16.00 32.40 42.50 43.30 66.70 47.90 37.40 88.50 41.60 15.60 S1 9.40 9.40 11.70 8.90 8.90 6.70 13.90 17.80 17.90 23.40 19.20 16.30 27.30 17.80 7.30 I1 7 7 7 8 9 8 I2 10 10 9 10 10 11 11 11 11 10 11 10 10 11 County Name Tallahatchie Tate Tippah Tishomingo Tunica Union Walthall Warren Washington Wayne Webster Wilkinson Winston Yalobusha Yazoo 20 20 20 20 15 15 20 20 15 20 20 15 20 20 20 15 20 15 20 20 20 15 20 20 20 20 20 20 20 20 20 20 20 15 10 20 20 20 20 20 20 20 20 20 20 15 20 20 15 20 20 20 20 20 15 20 20 20 20 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 11.20 11.60 12.50 18.80 18.40 13.70 12.30 15.60 114.70 18.00 12.00 115.20 11.00 21.20 20.00 133.60 11.90 66.40 12.10 15.40 12.60 22.80 12.60 12.00 11.50 21.60 16.10 40.50 16.40 19.20 10.30 10.80 40.50 27.30 237.60 41.40 27.90 9.90 20.60 9.80 9.40 13.10 17.00 12.40 15.50 43.00 69.10 12.00 14.70 59.80 12.50 12.30 23.30 11.90 17.60 14.50 30.80 10.90 10.70 6.50 5.30 4.90 9.70 9.60 8.00 6.90 8.70 32.60 9.30 5.40 32.30 5.80 10.60 10.30 40.40 6.70 21.90 6.40 8.50 7.60 11.10 7.40 6.00 5.70 10.70 8.70 15.50 8.90 9.90 5.60 5.50 15.90 12.90 76.20 15.10 12.60 5.20 10.40 5.70 5.30 7.80 9.10 5.30 8.60 17.40 21.90 6.10 8.40 19.20 7.40 7.30 11.30 6.40 9.30 8.10 13.00 6.30 6.10 7 7 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 7 10 10 10 11 11 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 10 10 10 10 10 9 10 10 10 10 10 10 10 10 10 10 11 10 10 10 11 9 10 10 MISSOURI Adair Andrew Atchison Audrain Barry Barton Bates Benton Bollinger Boone Buchanan Butler Caldwell Callaway Camden Cape Girardeau Carroll Carter Cass Cedar Chariton Christian Clark Clay Clinton Cole Cooper Crawford Dade Dallas Daviess Dekalb Dent Douglas Dunklin Franklin Gasconade Gentry Greene Grundy Harrison Henry Hickory Holt Howard Howell Iron Jackson Jasper Jefferson Johnson Knox Laclede Lafayette Lawrence Lewis Lincoln Linn Livingston S 15 20 15 20 20 20 20 15 20 20 20 20 15 15 20 15 20 15 10 15 20 20 20 20 20 20 20 20 20 20 15 15 20 20 20 20 20 20 20 20 15 15 20 15 15 20 15 20 20 20 20 15 20 20 20 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 12.80 86.50 26.90 17.40 16.30 8.90 21.50 339.50 18.40 16.80 24.50 17.80 338.80 15.40 11.00 58.40 25.60 34.00 314.20 99.00 14.80 31.80 23.30 12.30 17.70 26.80 9.50 18.90 14.30 11.70 61.50 89.30 13.00 10.40 11.40 242.60 53.70 14.70 46.70 14.50 74.00 56.30 84.50 194.70 21.30 10.10 25.30 34.90 12.60 31.50 58.50 96.80 23.30 9.50 26.80 S1 7.80 25.10 12.50 9.00 8.80 5.40 10.80 105.60 9.50 9.00 11.50 9.30 111.10 8.60 5.00 20.30 12.00 14.40 106.10 27.70 8.40 13.60 11.00 5.70 9.30 12.60 5.80 9.60 8.20 6.20 20.70 25.90 7.70 6.10 6.60 75.50 19.20 8.30 16.00 8.30 22.20 17.90 23.80 60.20 10.70 6.00 12.10 14.30 7.40 13.10 19.40 27.70 11.30 4.90 12.60 I1 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 7 7 7 I2 11 10 10 10 10 10 9 10 11 10 10 10 10 9 10 10 10 10 10 10 10 10 10 10 9 10 9 10 9 11 10 10 10 10 9 10 10 10 County Name McDonald Macon Madison Maries Marion Mercer Miller Mississippi Moniteau Monroe Montgomery Morgan New Madrid Newton Nodaway Oregon Osage Ozark Pemiscot Perry Pettis Phelps Pike Platte Polk Pulaski Putnam Ralls Randolph Ray Reynolds Ripley St Charles St Clair Ste Genevieve St Francois St Louis Saline Schuyler Scotland Scott Shannon Shelby Stoddard Stone Sullivan Taney Texas Vernon Warren Washington Wayne Webster Worth Wright 10(5000) 25(4800) CS CS 25(4100) 30(3700) 15(3400) CS 25(3000) 25(3000) 25(3000) CS 30(3700) CS CS CS 25(3000) CS 25(4100) 90* 90 90 90 90 90 90* 90* 90 90 90 90 90 90 90* 90 90 90 90 96.70 13.70 10.80 111.30 26.00 9.40 24.90 16.60 10.70 22.20 10.30 42.60 8.20 12.90 114.30 99.20 16.30 39.90 15.50 25.30 4.20 3.00 29.30 8.90 3.50 7.90 5.30 3.60 4.10 3.10 13.30 3.10 4.50 31.30 26.30 3.80 9.00 5.70 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 MONTANA Beaverhead Big Horn Blaine Broadwater Carbon Carter Cascade Chouteau Custer Daniels Dawson Deer Lodge Fallon Fergus Flathead Gallatin Garfield Glacier Golden Valley IX-13 Metal Building Systems Manual IX Climatological Data by County S CS CS CS CS CS CS CS CS 30(2600) CS CS CS 20(3300) 25(4100) CS 25(3000) CS CS 30(3700) CS 25(3000) CS 25(3000) 30(2600) 20(3600) CS 30(2600) CS 25(4100) 25(4100) 15(3400) 15(3400) 20(3600) 25(3000) CS 30(3700) 20(3600) W 90 90 90 90 90* 90 90* 90* 90 90* 90 90* 90* 90 90 90 90 90* 90 90 90 90* 90 90 90 90* 90 90 90 90 90 90* 90 90 90 90 90 Ss 42.70 11.50 87.70 18.40 124.10 86.10 21.70 41.40 15.90 116.30 63.80 42.40 60.10 11.40 69.40 10.90 12.50 28.80 13.60 56.40 10.40 32.30 12.00 19.90 11.90 48.10 24.30 56.90 19.20 32.30 36.10 33.40 11.80 21.70 20.50 8.50 12.80 S1 13.00 3.20 22.20 6.10 42.70 21.50 5.00 12.60 3.80 32.00 18.80 13.70 18.40 4.00 20.80 3.50 3.40 8.20 4.10 16.00 3.40 9.60 3.10 4.10 3.80 14.10 4.20 16.90 7.30 10.60 10.50 7.40 3.80 4.10 7.30 2.90 4.90 I1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 I2 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 County Name Granite Hill Jefferson Judith Basin Lake Lewis and Clark Liberty Lincoln McCone Madison Meagher Mineral Missoula Musselshell Park Petroleum Phillips Pondera Powder River Powell Prairie Ravalli Richland Roosevelt Rosebud Sanders Sheridan Silver Bow Stillwater Sweet Grass Teton Toole Treasure Valley Wheatland Wibaux Yellowstone 25 30 25 20 25 25 20 35 30 25 25 25 25 35 25 30 20 25 25 25 25 30 20 25 25 30 25 25 25 25 25 25 25 25 20 25 25 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 11.60 12.70 9.60 12.60 11.50 13.20 12.40 16.50 13.20 10.70 11.00 17.00 12.40 13.00 8.00 13.50 9.90 12.20 15.60 12.00 10.90 10.00 16.90 9.90 8.70 11.00 13.80 11.90 8.10 14.50 10.20 9.00 10.30 16.80 9.30 12.50 9.70 4.00 4.00 3.50 4.30 3.40 4.10 4.10 3.80 3.60 3.90 4.00 4.50 4.40 4.00 3.30 3.70 3.90 4.10 4.30 4.00 3.50 3.80 4.40 3.60 3.60 3.80 4.30 4.20 3.30 4.40 3.90 3.20 3.80 5.00 3.60 3.70 3.50 7 5 6 7 7 5 7 7 5 7 7 7 7 10 10 10 9 10 10 10 10 10 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 NEBRASKA Adams Antelope Arthur Banner Blaine Boone Box Butte Boyd Brown Buffalo Burt Butler Cass Cedar Chase Cherry Cheyenne Clay Colfax Cuming Custer Dakota Dawes Dawson Deuel Dixon Dodge Douglas Dundy Fillmore Franklin Frontier Furnas Gage Garden Garfield Gosper S 25 25 25 25 25 25 25 35 25 25 25 25 25 25 30 20 35 25 25 25 25 25 25 25 20 25 20 25 25 20 25 25 30 25 25 25 20 30 25 25 25 20(4500) 25 20 25 15(5500) 25 25 25 25 25 25 25 25 25 25 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 11.50 14.00 12.60 13.40 10.30 8.20 8.30 13.90 11.30 13.70 15.50 16.00 10.40 8.30 14.30 11.90 14.70 17.60 8.50 9.50 12.00 9.50 12.70 14.20 11.40 14.20 14.10 11.60 13.10 16.60 8.10 10.00 12.50 15.40 16.10 8.80 14.40 13.70 17.00 12.60 16.40 13.30 17.90 16.00 12.60 18.50 12.40 13.10 11.10 11.30 13.30 11.60 11.90 10.60 13.20 15.90 S1 3.70 4.10 4.10 4.20 3.90 3.10 3.10 3.70 3.50 4.10 4.80 5.00 3.90 3.30 3.70 4.20 4.00 4.90 3.20 3.20 3.60 3.30 4.10 4.20 4.00 4.10 5.00 4.10 4.70 5.20 3.30 3.80 4.00 4.20 4.30 3.20 5.20 3.60 4.90 4.30 4.60 4.40 4.80 4.10 4.00 5.20 4.00 4.40 3.40 3.90 4.00 4.10 3.90 4.00 4.00 4.40 I1 7 7 6 7 7 7 6 7 7 7 7 7 7 7 7 7 7 7 7 7 I2 10 10 10 10 9 9 10 10 10 10 9 10 10 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 County Name Grant Greeley Hall Hamilton Harlan Hayes Hitchcock Holt Hooker Howard Jefferson Johnson Kearney Keith Keya Paha Kimball Knox Lancaster Lincoln Logan Loup McPherson Madison Merrick Morrill Nance Nemaha Nuckolls Otoe Pawnee Perkins Phelps Pierce Platte Polk Red Willow Richardson Rock Saline Sarpy Saunders Scotts Bluff Seward Sheridan Sherman Sioux Stanton Thayer Thomas Thurston Valley Washington Wayne Webster Wheeler York 5(4000) 0(3000) CS CS 20(5400) 5(4000) CS 5(4000) 5(4000) 0(2000) 5(4000) 5(4000) 5(4000) 5(4000) 5(4000) 15(4400) 15(6400) 90 90 90 90 90 90 90 90 90 90 90 90 90* 90 90 90* 90 100.90 64.20 162.00 56.90 88.80 62.30 88.40 100.00 50.90 129.20 155.70 87.00 66.40 131.20 136.00 43.30 100.90 28.90 19.40 66.60 19.80 25.80 19.80 24.80 29.70 14.40 48.50 60.90 24.30 21.30 49.80 48.70 13.90 28.90 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 NEVADA Churchill Clark Demsby Douglas Elko Esmeralda Eureka Humboldt Lander Lincoln Lyon Mineral Nye Pershing Storey Washoe White Pine IX-14 IX Climatological Data by County S W 80(600) 90(700) CS CS CS 60(500) 70(500) 50(500) 60(500) CS 90 90 90* 90* 90* 93 90 97 95 90* 20 25 20 20 20 20 25 20 25 CS 30 25 25 CS 20 30 20 30 CS 25 CS Ss Metal Building Systems Manual S1 I1 I2 44.80 43.00 28.70 35.00 36.70 36.80 42.00 40.50 41.00 35.60 11.60 11.50 9.30 11.10 11.30 9.50 11.00 10.10 10.50 10.30 4 4 4 4 4 6 6 6 6 6 County Name NEW HAMPSHIRE Belknap Carroll Cheshire Coos Grafton Hillsborough Merrimack Rockingham Strafford Sullivan 110 100 100 94 112 100 100 94 102 90 95 99 109 90 110 92 91 91 90 99 90 22.90 42.60 32.00 32.00 17.70 25.50 42.20 31.20 42.30 36.10 35.30 39.50 36.80 40.10 28.40 42.10 28.20 38.80 33.90 41.80 31.70 6.40 9.50 8.10 8.00 5.90 6.80 9.40 7.90 9.40 8.70 8.50 9.00 8.60 9.20 7.60 9.40 7.40 9.00 8.80 9.30 8.50 6 7 6 6 6 6 6 6 6 9 9 9 8 8 8 9 8 8 NEW JERSEY Atlantic Bergen Burlington Camden Cape May Cumberland Essex Gloucester Hudson Hunterdon Mercer Middlesex Monmouth Morris Ocean Passaic Salem Somerset Sussex Union Warren 5(5000) 5(5000) 5(3200) 5(5000) CS 15 5(3200) 0(3500) 5(3200) 5(5000) 15(4800) 10(5000) 10(5000) 5(3200) CS CS 0(3500) 5(5000) 10(5000) 0(3500) 15(4800) CS 5(3200) CS 5(5000) 10(5000) CS 5(5000) 15(6000) CS 10(5000) 10(5000) 5(5000) 90* 90 90 90 90 90 90 90 90 90 90* 90 90 90 90* 90* 90 90 90 90* 90 90* 90 90 90 90* 90* 90 90 90 90* 90 90 61.90 29.30 11.60 41.20 18.80 11.30 12.00 33.00 16.70 30.00 16.50 16.10 29.60 16.30 28.50 59.40 28.30 29.70 33.40 34.90 17.30 37.40 10.50 24.00 30.30 62.30 47.10 30.20 62.60 41.70 40.70 14.30 63.70 18.40 8.60 3.90 11.00 6.10 3.60 4.00 9.50 4.60 8.60 5.30 4.80 8.60 3.80 8.70 18.80 8.30 6.40 10.00 9.60 4.30 10.20 3.50 6.30 9.10 19.00 14.40 8.90 18.50 13.10 12.30 4.20 18.80 4 4 4 4 5 4 4 4 5 4 4 4 4 6 7 7 8 6 6 8 6 6 NEW MEXICO Bernalillo Catron Chaves Cibola Colfax Curry De Baca Dona Ana Eddy Grant Guadalupe Harding Hidalgo Lea Lincoln Los Alamos Luna McKinley Mora Otero Quay Rio Arriba Roosevelt Sandoval San Juan San Miguel Santa Fe Sierra Socorro Taos Torrance Union Valencia 40 CS 25 CS CS 90 90 102 90 90 27.10 20.20 42.40 18.40 20.60 9.00 6.20 9.40 7.30 6.00 4 4 6 6 NEW YORK Albany Allegany Bronx Broome Cattaraugus S 40(1000) CS CS CS 50(700) 35 CS CS 35 CS CS CS 50(700) CS CS CS CS CS 20 CS CS CS 40(1000) 40 25 20 CS CS CS 35(1000) CS CS CS CS 30 20 40 20 30 CS 50(700) 40 CS 35(1000) 35(1000) 35(1000) 30 CS CS CS CS CS 40 40(1000) 30 CS 35(1000) W 90 90 90 90 90 90* 90 90 90* 90 90 90 90 90 90 90 90 90 108 90 90 90 90 90 112 102 90 90 90 90 90* 90 90 90 92* 110 90* 102 93* 90 90 90 90 90 90 90 116 90 90 90 90* 90 90 90 96* 90 90 Ss 18.90 17.80 17.30 19.20 56.60 25.80 18.30 22.20 29.00 31.60 45.40 73.80 28.70 31.70 25.70 36.90 26.00 26.80 41.70 28.70 27.50 21.70 24.30 28.30 40.00 42.30 30.60 25.10 19.40 22.10 33.70 27.50 19.40 24.10 35.70 41.30 27.40 41.90 41.10 54.70 29.70 28.10 26.70 17.90 18.70 18.60 24.50 26.10 17.80 17.90 26.70 35.50 32.90 19.70 41.70 29.80 19.20 S1 7.40 5.60 6.40 7.80 13.90 8.70 7.30 8.20 8.80 6.90 12.80 16.40 9.30 7.50 8.60 10.50 8.90 9.10 9.20 9.40 7.30 8.30 7.20 9.20 9.10 9.40 7.00 8.80 7.80 7.10 8.90 7.10 7.80 8.50 9.10 9.20 9.10 9.30 9.40 13.40 9.40 9.20 8.90 6.60 7.00 6.40 7.40 8.30 6.90 6.90 8.60 10.40 9.90 7.20 9.40 7.30 6.90 I1 4 4 5 4 4 4 4 4 6 4 4 4 6 4 4 4 4 4 I2 6 6 7 6 6 6 6 6 6 6 6 8 8 6 6 8 6 6 6 County Name Cayuga Chautauqua Chemung Chenango Clinton Columbia Cortland Delaware Dutchess Erie Essex Franklin Fulton Genesee Greene Hamilton Herkimer Jefferson Kings Lewis Livingston Madison Monroe Montgomery Nassau New York Niagara Oneida Onondaga Ontario Orange Orleans Oswego Otsego Putnam Queens Rensselaer Richmond Rockland St Lawrence Saratoga Schenectady Schoharie Schuyler Seneca Steuben Suffolk Sullivan Tioga Tompkins Ulster Warren Washington Wayne Westchester Wyoming Yates 15 15 20(2500) 10 20(2500) 15(2600) 10 10 10 10 15(2600) 15(2600) 10 15(2600) 10 10 20 90 90 90* 93 90* 90* 109 100 108 131 90* 90 90 90 109 132 90 23.00 36.40 39.10 38.40 40.70 42.40 16.60 15.40 35.30 36.10 44.50 39.10 32.30 39.20 12.60 16.40 21.80 10.50 12.90 12.50 14.70 12.90 13.40 8.10 7.50 13.90 13.80 13.90 13.40 13.30 13.20 6.10 8.10 9.60 6 6 8 6 6 10 10 11 11 11 11 9 9 11 11 10 NORTH CAROLINA Alamance Alexander Alleghany Anson Ashe Avery Beaufort Bertie Bladen Brunswick Buncombe Burke Cabarrus Caldwell Camden Carteret Caswell IX-15 Metal Building Systems Manual S 15 15 10(1800) 10 10(1800) 15 10 10 10 10 10 15 15 10 15 15 15 15 10 10 10(1800) 15 10 15 15 15 15(2600) 15(2600) 10 10 10 15 15(2600) 15 10 15 10 15 15(2600) 15(2600) 15(2600) 10 10 15(2600) 10 10 15 10 15 10 15 10 10 10 10 20 10 15(2600) 15 10 10 20 15 15(2600) 10 10 10 20 20(2500) 10(1800) 15(2600) 10 10 15 15 15 W 90 90 90* 103 90 90 114 115 98 114 123 90 90 109 90 96 90 92 90 99 90* 90 102 90 93 95 90* 90 95 96 121 90 90* 96 115 92 106 90 90 90* 90* 102 90 90* 90 93 94 129 92 122 90 121 108 120 105 90 103 90 90 94 103 90 90 90 102 97 90 90 90 90* 90 115 90 90 93 90 Ss 35.30 24.10 51.10 14.30 46.80 37.00 42.50 17.70 29.50 12.20 11.00 27.90 29.80 24.40 21.00 17.20 27.60 18.70 35.90 14.90 54.80 19.00 18.70 25.00 17.30 25.30 48.80 42.10 15.50 34.30 13.50 33.00 49.90 22.00 18.90 26.10 19.10 35.20 47.50 48.00 15.90 41.00 35.10 43.50 29.90 28.10 18.10 32.00 16.90 21.70 21.60 16.50 12.80 27.70 13.70 20.10 17.30 40.40 26.60 38.30 40.60 24.60 29.50 39.20 26.60 40.70 31.50 27.70 34.80 53.40 43.30 12.70 38.40 18.70 21.30 18.40 S1 13.10 11.20 14.10 6.80 13.90 13.60 16.60 8.60 13.10 5.90 5.70 12.20 12.40 11.00 9.90 8.40 11.70 9.20 13.70 6.80 14.40 9.20 9.10 11.10 8.10 11.70 14.10 13.80 7.10 13.90 6.80 12.80 14.10 10.30 9.10 12.00 9.20 13.40 14.00 13.90 7.80 13.60 13.70 13.60 13.20 12.80 8.90 13.00 7.80 9.70 10.00 8.00 6.20 12.10 6.40 9.40 8.50 13.80 12.10 14.80 15.80 10.40 12.70 13.60 12.00 15.90 13.30 11.20 12.10 14.30 13.90 6.30 14.50 9.00 10.10 8.80 IX Climatological Data by County I1 7 9 8 6 8 7 8 7 8 9 6 6 7 9 9 7 6 8 6 7 8 I2 10 11 9 11 11 11 11 11 9 11 10 11 11 11 10 11 10 11 11 9 11 11 11 9 11 11 10 11 9 9 11 9 10 10 11 11 11 11 10 11 11 11 11 10 11 10 10 11 9 11 10 10 9 9 11 10 10 11 11 County Name Catawba Chatham Cherokee Chowan Clay Cleveland Columbus Craven Cumberland Currituck Dare Davidson Davie Duplin Durham Edgecombe Forsyth Franklin Gaston Gates Graham Granville Greene Guilford Halifax Harnett Haywood Henderson Hertford Hoke Hyde Iredell Jackson Johnston Jones Lee Lenoir Lincoln McDowell Macon Madison Martin Mecklenburg Mitchell Montgomery Moore Nash New Hanover Northampton Onslow Orange Pamlico Pasquotank Pender Perquimans Person Pitt Polk Randolph Richmond Robeson Rockingham Rowan Rutherford Sampson Scotland Stanly Stokes Surry Swain Transylvania Tyrrell Union Vance Wake Warren S 10 20(2500) 10 20(2500) 15 15 15(2600) W 107 90* 101 90 97 90 90* Ss 14.90 41.50 20.70 37.70 18.60 32.10 44.20 S1 7.20 13.20 9.70 12.80 9.10 12.20 13.70 I1 8 6 I2 11 11 11 9 County Name Washington Watauga Wayne Wilkes Wilson Yadkin Yancey CS 40 40 30(2600) 50 35 35 35 50 60 40 35 CS 40 50 40 30(2600) 60 40 40 CS 35 40 40 40 50 30(2600) 35 CS 35 35 50 35 60 40 50 40 40 50 50 40 35 50 35 30(2600) 50 40 60 50 60 35 40 30(2600) 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 7.30 6.20 5.10 7.80 5.40 7.60 8.90 6.60 7.30 4.60 7.80 16.70 7.50 5.30 7.30 5.40 8.30 5.40 6.90 5.50 6.90 6.20 7.20 6.80 5.40 7.60 10.40 6.10 6.30 6.60 8.80 5.10 6.30 4.60 5.20 5.10 7.50 7.00 9.00 4.90 8.20 5.60 7.70 7.40 7.20 5.50 6.00 4.90 5.90 4.90 6.50 5.40 13.90 2.70 1.90 1.70 2.70 1.70 2.80 2.40 2.30 1.90 1.40 2.30 3.30 2.60 1.80 2.40 1.80 2.80 1.60 2.50 1.80 2.60 2.10 2.20 2.20 1.80 2.40 2.80 2.10 2.20 2.30 2.50 1.60 2.30 1.30 1.70 1.70 2.10 2.00 2.30 1.60 2.30 1.90 2.50 2.80 2.60 1.70 1.90 1.60 1.70 1.40 2.00 1.80 3.20 4 4 4 5 4 4 4 4 5 5 4 4 4 4 4 5 5 4 4 4 4 7 6 6 7 6 7 7 7 7 7 7 7 7 6 8 7 7 7 6 NORTH DAKOTA Adams Barnes Benson Billings Bottineau Bowman Burke Burleigh Cass Cavalier Dickey Divide Dunn Eddy Emmons Foster Golden Valley Grand Forks Grant Griggs Hettinger Kidder La Moure Logan McHenry McIntosh McKenzie McLean Mercer Morton Mountrail Nelson Oliver Pembina Pierce Ramsey Ransom Renville Richland Rolette Sargent Sheridan Sioux Slope Stark Steele Stutsman Towner Traill Walsh Ward Wells Williams 20 20 20 CS 25 20 20 20 20 25 20 20 90 90 90 90 90 90 90 90 90 90 90 90 23.70 27.40 16.30 19.20 17.00 31.10 12.70 22.60 18.30 13.40 24.70 22.80 8.80 7.50 5.90 5.60 7.10 8.00 5.90 8.90 8.50 5.70 7.70 7.80 5 5 5 5 5 7 7 7 7 7 OHIO Adams Allen Ashland Ashtabula Athens Auglaize Belmont Brown Butler Carroll Champaign Clark IX-16 IX Climatological Data by County S 20 20 25 25 20 20 20 20 20 20 25 20 20 20 20 25 20 25 20 20 20 20 20 20 25 20 20 20 25 20 CS 20 20 20 20 20 20 20 20 20 25 20 20 20 20 25 20 25 20 20 20 25 20 20 20 20 20 20 20 20 20 20 20 20 20 25 25 20 20 25 20 20 20 20 20 20 W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 19.30 18.80 13.90 13.60 17.70 20.70 25.50 17.70 17.50 16.70 16.00 18.00 16.60 16.40 18.90 22.20 20.20 13.20 18.60 20.60 24.20 12.60 17.30 18.90 16.40 14.60 16.90 18.60 12.60 15.20 21.90 22.00 14.80 26.90 18.00 17.20 18.60 15.70 18.30 18.30 18.00 28.20 26.90 13.50 22.10 15.20 16.70 14.30 14.10 16.90 18.40 15.50 16.80 18.60 18.80 19.80 22.10 16.20 17.80 17.80 22.20 18.40 30.70 15.90 18.50 17.60 13.60 19.70 23.50 17.70 18.90 15.50 16.10 15.70 18.30 19.10 S1 8.70 8.00 5.60 6.00 6.10 5.80 8.30 6.10 6.40 5.60 6.70 7.60 6.60 5.70 8.10 5.80 8.00 6.10 8.70 6.30 6.90 5.80 5.90 8.20 6.90 5.90 5.70 7.90 5.80 6.10 5.70 8.70 6.20 7.70 5.70 5.60 7.30 5.60 6.30 5.80 7.60 8.00 8.20 6.20 8.10 6.40 6.10 6.20 6.30 5.60 6.30 6.50 7.10 8.00 5.80 8.30 6.50 5.90 7.60 5.80 8.60 6.00 8.30 5.80 5.80 5.60 5.80 6.90 7.10 7.50 8.30 6.60 5.80 5.80 5.90 6.30 Metal Building Systems Manual I1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I2 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 7 7 7 7 7 County Name Clermont Clinton Columbiana Coshocton Crawford Cuyahoga Darke Defiance Delaware Erie Fairfield Fayette Franklin Fulton Gallia Geauga Greene Guernsey Hamilton Hancock Hardin Harrison Henry Highland Hocking Holmes Huron Jackson Jefferson Knox Lake Lawrence Licking Logan Lorain Lucas Madison Mahoning Marion Medina Meigs Mercer Miami Monroe Montgomery Morgan Morrow Muskingum Noble Ottawa Paulding Perry Pickaway Pike Portage Preble Putnam Richland Ross Sandusky Scioto Seneca Shelby Stark Summit Trumbull Tuscarawas Union Van Wert Vinton Warren Washington Wayne Williams Wood Wyandot S W 10 15 10 20 15 10 10 10 10 10 10(5000) 10 10 10 10 15 10 10 15 15 15 15 10 10 15 10 10 20 10 10 10 10 15 10 10 10 10 10 10 10 10 10 15 10 10 10 10 15 10 10 10 10 15 10 10 10 10 10 10 15 10 10 10 10 15 10 10 10 15 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 IX-17 Ss 18.70 15.80 20.60 11.80 20.50 27.50 19.50 38.50 37.10 23.80 18.10 18.20 12.60 35.50 21.70 33.80 26.20 13.90 16.70 23.90 15.80 18.70 15.40 19.70 30.50 39.20 15.60 19.80 16.90 12.10 19.60 23.10 18.80 23.00 22.90 13.60 31.10 25.70 19.60 19.50 22.90 27.10 20.40 19.90 22.00 15.70 34.50 17.70 19.00 26.40 18.20 18.60 12.80 19.90 35.20 18.10 13.00 13.30 16.10 18.90 20.00 25.60 26.80 18.70 18.40 15.40 23.70 19.60 32.00 11.90 18.50 16.00 17.40 12.60 S1 I1 I2 County Name 9.10 5.80 7.90 4.60 6.20 7.50 7.60 9.20 8.70 7.70 8.60 8.00 4.10 8.80 8.00 9.00 7.90 7.60 7.30 6.80 8.40 6.20 5.50 6.40 8.50 9.20 6.00 6.20 5.70 5.00 8.70 8.10 6.20 7.30 7.80 6.00 8.00 7.40 8.60 9.20 7.70 7.90 7.30 6.30 7.60 7.80 8.80 8.50 8.30 8.20 8.30 6.70 6.90 7.80 8.70 7.80 6.30 7.80 6.50 7.00 8.20 8.20 8.20 8.00 6.00 7.40 8.10 9.00 8.60 4.20 6.30 7.20 8.10 6.40 8 7 8 8 8 8 8 8 8 7 8 8 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 11 11 11 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 OKLAHOMA Adair Alfalfa Atoka Beaver Beckham Blaine Bryan Caddo Canadian Carter Cherokee Choctaw Cimarron Cleveland Coal Comanche Cotton Craig Creek Custer Delaware Dewey Ellis Garfield Garvin Grady Grant Greer Harmon Harper Haskell Hughes Jackson Jefferson Johnston Kay Kingfisher Kiowa Latimer Le Flore Lincoln Logan Love McClain McCurtain McIntosh Major Marshall Mayes Murray Muskogee Noble Nowata Okfuskee Oklahoma Okmulgee Osage Ottawa Pawnee Payne Pittsburg Pontotoc Pottawatomie Pushmataha Roger Mills Rogers Seminole Sequoyah Stephens Texas Tillman Tulsa Wagoner Washington Metal Building Systems Manual IX Climatological Data by County S 10 15 15 W 90 90 90 Ss 26.10 14.40 14.30 S1 7.40 5.60 5.50 I1 7 I2 11 11 11 County Name Washita Woods Woodward CS CS CS CS 10(600) CS 10(3200) 5(300) CS 10(600) 20(2800) 10(3200) 10(3200) CS CS CS CS CS 10(3200) 10(600) 5(100) 10(600) 10(3200) 10(600) 15(1500) 10(600) CS 20(2800) CS 20(1900) CS CS CS 10(600) CS CS 85 85* 85* 85* 85* 85* 85* 85* 85* 85* 85 85 85 85* 85 85* 85 85* 85 85* 85* 85 85 85 85 85 85* 85 85* 85 85 85 85* 85* 85 85* 37.20 104.80 102.40 150.00 101.00 150.00 35.90 150.00 40.30 107.20 37.70 35.30 28.80 52.10 63.60 39.30 105.10 150.00 63.70 81.40 150.00 94.80 31.30 98.80 34.30 104.50 112.10 42.20 150.00 41.10 35.90 43.90 46.20 109.30 36.00 109.70 10.90 45.60 32.90 60.00 35.50 60.00 13.80 60.00 16.90 47.70 12.90 10.60 9.90 19.50 31.10 14.80 45.80 60.00 25.70 39.40 60.00 41.40 9.50 40.20 11.60 34.30 48.00 14.50 60.00 13.10 11.20 13.00 17.30 41.60 12.60 45.30 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 OREGON Baker Benton Clackamas Clatsop Columbia Coos Crook Curry Deschutes Douglas Gilliam Grant Harney Hood River Jackson Jefferson Josephine Klamath Lake Lane Lincoln Linn Malheur Marion Morrow Multnomah Polk Sherman Tillamook Umatilla Union Wallowa Wasco Washington Wheeler Yamhill 30(1700) 25 CS 25 CS CS 30(1700) 30(1700) 30 25 CS 30(1700) CS 30(1700) 25 30(1700) 30(1700) 30(1700) CS 30(1700) 25(1200) 30(1700) 25 30(1700) CS CS 30(1700) 30(1700) CS 20 30(1700) CS CS 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 18.90 12.80 12.80 12.70 17.50 29.50 16.70 18.00 33.60 12.70 15.40 15.40 26.60 16.60 33.10 13.00 15.00 16.60 20.70 15.70 18.90 21.30 32.80 14.40 16.40 14.70 13.60 18.60 18.70 14.00 17.40 13.70 13.40 6.30 5.70 5.60 5.60 6.20 7.90 6.00 6.70 8.40 5.50 5.90 5.70 7.80 5.90 8.10 5.50 5.60 6.00 6.80 5.40 6.30 6.50 8.10 5.50 5.30 6.10 5.50 6.20 6.20 6.10 6.00 5.80 5.60 5 6 6 5 5 6 4 5 5 5 6 8 7 8 6 7 7 PENNSYLVANIA Adams Allegheny Armstrong Beaver Bedford Berks Blair Bradford Bucks Butler Cambria Cameron Carbon Centre Chester Clarion Clearfield Clinton Columbia Crawford Cumberland Dauphin Delaware Elk Erie Fayette Forest Franklin Fulton Greene Huntingdon Indiana Jefferson S 25(1200) CS 30(1700) 25 30(1700) CS CS 35(800) CS 30 25(1200) CS 30 CS CS CS 25(1200) 25 CS CS CS 35(800) CS 30(1700) CS 30(1700) 35(800) 30(1700) CS 25 CS CS 30(1700) 30(1700) W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Ss 17.90 23.40 27.80 13.60 26.20 29.20 23.40 17.40 16.60 14.30 17.70 28.50 33.10 19.50 31.00 18.90 18.60 32.40 28.40 16.50 25.50 18.30 15.50 18.60 19.10 16.60 18.40 13.50 15.70 13.00 23.90 13.70 20.90 23.40 S1 6.10 7.60 7.50 5.50 7.30 8.20 7.50 6.20 5.70 5.40 6.10 8.30 8.20 6.50 8.40 6.40 6.20 8.10 8.50 5.90 7.40 6.20 6.10 6.60 7.30 6.20 6.30 5.40 5.50 5.90 7.90 5.90 7.30 6.80 I1 5 6 5 4 6 5 6 5 5 4 5 5 I2 7 8 7 6 8 8 8 7 7 6 7 7 County Name Juniata Lackawanna Lancaster Lawrence Lebanon Lehigh Luzerne Lycoming McKean Mercer Mifflin Monroe Montgomery Montour Northampton Northumberland Perry Philadelphia Pike Potter Schuylkill Snyder Somerset Sullivan Susquehanna Tioga Union Venango Warren Washington Wayne Westmoreland Wyoming York 30 30 30 35 30 111 110 116 105 119 26.50 26.30 25.20 26.80 25.20 7.80 7.80 7.40 8.10 7.50 5 6 8 8 RHODE ISLAND Bristol Kent Newport Providence Washington 10 10 10 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 90 94 101 90 101 98 122 121 98 129 90 90 95 104 110 98 102 110 92 92 105 126 90 90 105 119 111 95 92 90 97 94 90 42.20 49.40 57.80 40.50 77.10 57.80 71.30 163.50 84.40 137.90 38.60 42.60 43.80 116.90 112.80 66.60 56.00 121.10 46.40 52.00 85.40 126.30 40.90 43.20 62.70 92.70 58.10 58.70 42.60 42.30 66.20 58.00 82.10 14.20 16.90 19.20 13.80 22.20 19.00 21.70 46.00 23.60 39.60 13.90 15.50 16.80 32.70 30.40 22.50 19.90 33.10 15.90 17.60 26.40 38.90 13.90 14.60 20.40 28.20 19.30 19.60 16.10 14.40 21.70 18.80 26.10 8 8 9 7 8 7 7 9 7 8 10 11 11 11 11 11 10 11 9 10 11 11 10 11 11 10 10 11 11 10 11 11 11 10 10 10 10 10 SOUTH CAROLINA Abbeville Aiken Allendale Anderson Bamberg Barnwell Beaufort Berkeley Calhoun Charleston Cherokee Chester Chesterfield Clarendon Colleton Darlington Dillon Dorchester Edgefield Fairfield Florence Georgetown Greenville Greenwood Hampton Horry Jasper Kershaw Lancaster Laurens Lee Lexington McCormick IX-18 Metal Building Systems Manual XII Bibliography B8.42 Kennedy, N.A., Vinnakota, S and Sherbourne, A.N (1981) "The Split-Tee Analogy in Bolted Splices and Beam-Column Connections", Proceedings of the International Conference on Joints in Structural Steelwork, 2.138-2.157 B8.43 Kline, D., Rojiani, K., and Murray, T (1989) "Performance of Snug Tight Bolts in Moment End-Plate Connections", MBMA Research Report, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, February, Revised July 1995 B8.44 Kukreti, A.R., Murray, T.M and Abolmaali, A (1987) "End-Plate Connection Moment-Rotation Relationship." Journal of Constructional Steel Research., Vol 8, 137-157 B8.45 Kukreti, A.R., Ghassemieh, M and Murray, T.M (1990) "Behavior and Design of Large-Capacity Moment End-Plates." Journal of Structural Engineering., Vol 116 (3), 809-828 B8.46 Mann, A.P and Morris, L.J (1979) "Limit Design of Extended End-Plate Connections." Journal of the Structural Division, ASCE, Vol 105 ST3, 511-526 B8.47 Meng, R L., (1996) "Moment End-Plate Connections for Seismic Loading," PhD Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, Virginia B8.48 Meng, R L and Murray, T M., (1997) "Seismic performance of Bolted end-Plate Moment Connections," Proceedings, AISC National Steel Construction Conference, Chicago, IL, May 7-9, 30-1 to 30-14 B8.49 Murray, T M (1986), "Stability of Gable Frame Panel Zone Plates" Proceedings of the Structural Stability Research Council Annual Technical Session, Structural Stability Research Council, Bethlehem, PA, pp 317-325 B8.50 Murray, T M (1988) "Recent Developments for the Design of Moment End-Plate Connections." Journal of Constructional Steel Research., Vol 10, 133-162 B8.51 Murray, T M (1990) "Extended End-Plate Moment Connections", AISC Design Guide No 4, American Institute of Steel Construction, Chicago, IL B8.52 Murray, T M., Kline, D P and Rojiani, K B., (1992) "Use of Snug-Tightened Bolts in End-Plate Connections," Connections in Steel Structures II: Behavior, Strength and Design, Edited by R Bjorhovde et al., American Institute of Steel Construction, Chicago, IL, 27-34 XII-20 XII Bibliography Metal Building Systems Manual B8.53 Nair, R., Birkemoe, P and Munse, W (1974) "High Strength Bolts Subject to Tension and Prying." Journal of the Structural Division, ASCE, Vol 100 ST2, 351372 B8.54 Research Council on Structural Connections, (2000) "Specification for Structural Joints Using ASTM A325 and A490 Bolts" B8.55 Sumner, E A., Mays, T W and Murray, T M (2000) "Cyclic Testing of Bolted Moment End-Plate Connections," Research Report No CE/VPI-ST 00/03, Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, May B8.56 Young, J and Murray, T M., (1996) "Experimental Investigation of Positive Bending Moment Strength of Rigid Knee Connections," Research Report No CE/VPI-ST 9617, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, December B8.57 Murray, T.M., and Shoemaker, W.L., (2002) "Flush and Extended Multiple Row Moment End-Plate Connections," AISC Steel Design Guide No 16, American Institute of Steel Construction, Chicago, Illinois B8.58 Shoemaker, W.L (2001), "New Bolt Specification, That’s Right, Snug Tight!", Metal Building Manufacturers Association, Technical Bulletin, Spring 2001, Cleveland, Ohio XII-21 Metal Building Systems Manual XII Bibliography Section B9⎯ ⎯ENERGY CONSERVATION B9.1 Gross, G., Hopkins, V., and Ellifritt, D S (1979) "Comparing the Thermal Performances of Buildings with High and Low Masses", ASHRAE Transactions, 1791 Tullie Circle, N.E., Atlanta, GA 30329-2305, Vol 85 Part B9.2 ASHRAE Standard 90.1 (1999) "Energy Efficient Design of New Buildings Except Low-Rise Residential Buildings", American Society of Heating, Refrigeration and Air-Conditioning Engineers, Inc., 1791 Tullie Circle, NE, Atlanta, GA 30329 B9.3 MBMA Condensation Fact Sheet, Metal Building Manufacturers Association, 1300 Sumner Ave., Cleveland, OH 44115-2851 B9.4 ASHRAE 90.1 Compliance for Metal Buildings (1997), North American Insulation Manufacturers Association, 44 Canal Center Plaza, Suite 310, Alexandria, VA 22314 B9.5 ASHRAE Handbook of Fundamentals (2001) American Society of Heating, Refrigerating and Air Conditioning Engineers, 1791 Tullie Circle, N.E., Atlanta, GA 30329-2305 B9.6 Crall, Chris (2001) "Metal Buildings: Specifying to Meet Energy Standards." The Construction Specifier, Volume 54, No 7, 55 – 58 B9.7 NAIMA 202-96® (Rev 2000) Standard for Flexible Fiber Glass Insulation to be Laminated for Use in Metal Buildings, North American Insulation Manufacturers Association, 44 Canal Center Plaza, Suite 310, Alexandria, VA 22314 B9.8 NAIMA Facts About Moisture and Fiber Glass Metal Building Insulation (2000), North American Insulation Manufacturers Association, 44 Canal Center Plaza, Suite 310, Alexandria, VA 22314 B9.9 NAIMA Facts About Certified NAIMA 202-96® Insulation (1999), North American Insulation Manufacturers Association, 44 Canal Center Plaza, Suite 310, Alexandria, VA 22314 B9.10 NAIMA Facts About the Acoustical Performance of Metal Building Insulation (2001), North American Insulation Manufacturers Association, 44 Canal Center Plaza, Suite 310, Alexandria, VA 22314 XII-22 XII Bibliography Metal Building Systems Manual Section B10⎯ ⎯WALL AND ROOF FIRE RATINGS B10.1 Fire Resistance Directory (2002) Underwriters Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062 B10.2 Building Materials Directory (2002) Underwriters Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062 B10.3 Gypsum Wall and Ceiling Assemblies (2000) ICBO Research Report 1632, International Conference of Building Officials, 5360 South Workman Mill Road, Whittier, CA 90601, November B10.4 Fire Protection Through Modern Building Codes (1981) 5th Edition, American Iron and Steel Institute, 1101 17th Street, N.W., Suite 1300, Washington, DC 200364700 B10.5 Standard Methods of Fire Tests of Building Construction and Materials (2000) ASTM E119-00a, American Society for Testing and Materials, 100 Barr Harbor Dr., W Conshohocken, PA 19428-2959, (NFiPA Standard No 251, UL Standard No 263) B10.6 Designing Fire Protection for Steel Beams (1984) American Iron and Steel Institute, 1101 17th Street, N.W., Suite 1300, Washington, DC 20036-4700 B10.7 Roofing Materials and Systems Directory (2002) Underwriters Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062 B10.8 ASTM E119-00 Fire Tests of Building Construction and Materials, Vinyl Covered Glass Fiber Insulation Penetrating a Wall/Roof Surface, (2001) Omega Point Laboratories, 16015 Shady Falls Road, Elmendorf, TX 78112 B10.9 Final Report on Fire Resistance Ratings – V421 (1999) Underwriters Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062 XII-23 Metal Building Systems Manual XII Bibliography Section B11⎯ ⎯ANCHOR BOLTS AND FOUNDATIONS B11.1 Ellifritt, D S (1983) "The Bottom Plane", Metal Building Review, December B11.2 Klingner, Mendonca, and Malik (1982) "Effect of Reinforcing Details on the Shear Resistance of Anchor Bolts Under Reversed Cyclic Loading", ACI Journal, January-February B11.3 Cannon, Godfrey, and Morendith (1981) "Guide to the Design of Anchor Bolts and Other Steel Embedments", Concrete International, July B11.4 McMackin, Slutter, and Fisher (1973) "Headed Steel Anchors Under Combined Loading", AISC Engineering Journal, Second Quarter, pp 43-52 B11.5 Metal Building Systems (1990) Chapter 8, Foundation Design, Building Systems Institute, 1300 Sumner Ave., Cleveland, OH 44115-2851 B11.6 DeWolf, J.T and Ricker, D.T., Column Base Plates, AISC Steel Design Guide Series No (1990) American Institute of Steel Construction, Chicago, IL B11.7 Fisher, J.M., "Industrial Buildings: Roofs to Column Anchorage," American Institute of Steel Construction (AISC) Steel Design Guide Series, No 7, American Institute of Steel Construction (AISC), Chicago, Illinois, (1993) B11.8 Newman, A., (1997) Metal Building Systems – Design and Specifications, McGrawHill, New York, New York, Chapter 12 XII-24 XII Bibliography Metal Building Systems Manual Section B12⎯ ⎯ROOF EXPANSION AND CONTRACTION B12.1 Perry, D C and Scott, D R., (1984) "Analytical and Experimental Studies of the Effects of Temperature on Metal Buildings, Part II: Structural Response of Roof Systems", Report submitted to Metal Building Manufacturers Association, Inc., August B12.2 Scott, D R (1984) "Modeling of a Metal Building Roof System Subjected to Thermal Loading", Thesis for M.S.C.E., University of Idaho, Moscow, ID, June B12.3 Ramskill, T E (1984) "Full-Scale Experimental Investigation of the Response of a Light-Gage Roof System to Simulated Thermal Loading", Thesis for M.S C.E., University of Idaho, Moscow, ID, June B12.4 Perry, D C., Warner, R E., Arneberg, J A., and Anderson, M D (1983) "Analytical and Experimental Studies of the Effects of Temperature on Metal Buildings, Part I: Extreme Surface Skin Temperatures Induced by Solar Radiation and Re-Radiative Cooling", Report submitted to Metal Building Manufacturers Association, Inc., December B12.5 Anderson, M D (1983) "The Structural Response of Metal Buildings to Thermal Loading", Thesis for M.S.C.E., University of Idaho, Moscow, ID, November B12.6 Arneberg, J A (1980) "A Field Study of the Effects of Temperature on the Structural Response of Metal Buildings", Thesis for M.S.C.E., University of Idaho, Moscow, ID, November B12.7 Lunde, P J (1980) Solar Thermal Engineering, John Wiley and Sons, New York, NY B12.8 Duffie, J A., and Beckman, W A (1980) Solar Engineering of Thermal Processes, John Wiley and Sons, New York, NY B12.9 Rossiter, W J., Jr., and Mathey, R G (1976) "Effect of Insulation on the Surface Temperature of Roof Membranes", U S Department of Commerce, National Institute of Standards & Technology, Gaithersburg, MD, NBSIP 76-987, February B12.10 Cooper, P I (1969) "The Absorption of Solar Radiation in Solar Stills", Solar Energy, Vol 12, No B12.11 Liu, B Y., and Jordan, R C (1960) "The Interrelationship of and Characteristic Distribution of Direct, Diffuse and Total Solar Radiation", Solar Energy, V 4, No XII-25 Metal Building Systems Manual XII Bibliography Section B13⎯ ⎯CLIMATOLOGICAL DATA B13.1 ASHRAE Handbook of Fundamentals (2001) American Society of Heating, Refrigerating and Air Conditioning Engineers, Inc., Atlanta, GA B13.2 Duffie, J A., and Beckman, W A (1980) Solar Engineering of Thermal Processes, John Wiley and Sons, New York, NY B13.3 Nicodemus, M L., and Guttman, N B (1980) "Probability Estimates of Temperature Extremes for the Contiguous United States" Available from: National Climatic Center, Federal Building, Asheville, NC 28801, Attn: Publications B13.4 Cinquemani, V., Owenby, J R., and Baldwin, R G (1978) "Input Data for Solar Systems", National Oceanic and Atmospheric Administration, Federal Building, Asheville, NC 28801, Attn: Publications B13.5 Solmet Manual (1978) U S National Climatic Center, Asheville, NC, Vols and B13.6 Air Force Manual ASM88-29: Engineering Weather Data for a 30 Year Period (1978) Department of Air Force, Army, and Navy, U S Government Printing Office, Washington, D C., July B13.7 Climatic Atlas of the United States (1968) U S Department of Commerce Available from: National Climatic Center, Federal Building, Asheville, NC 28801, Attn: Publications B13.8 U S Weather Bureau (1961) "Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from to 100 Years", Technical Paper No 40, Washington, D C., pp 115 B13.9 Minimum Design Loads for Buildings and Other Structures: ASCE 7-98 (1998) American Society of Civil Engineers., Reston, VA B13.10 Sheet Metal and Air Conditioning Contractors National Association (1993) Architectural Sheet Metal Manual, 5th ed., 4201 Lafayette Center Drive, Chantilly, VA, 22021 B13.11 United Facilities Criteria, "Load Assumptions for Buildings" UFC 3-310-01, June 30, 2000 XII-26 XII Bibliography Metal Building Systems Manual Section B14⎯ ⎯SERVICEABILITY B14.1 Fisher, J.M and West, M A., "Serviceability Design Considerations for Low Rise Buildings", November 1, 1988, CSDI Project Number 880281 (MBMA 307) B14.2 Fisher, J.M and West, M A., "Serviceability Design Considerations for Low Rise Buildings", AISC National Steel Construction Conference Proceedings, June 23, 1989 B14.3 Fisher, J.M and West, M A., "Serviceability Design Considerations for Low Rise Buildings", 1990 American Institute of Steel Construction, Inc., Chicago, IL AISC Steel Design Guide, Series #3 B14.4 Ad Hoc Committee on Serviceability Research (1986), ASCE Structural Division "Structural Serviceability: A Critical Appraisal and Research Needs", ASCE Journal of Structural Engineering, Volume 112, Number 12 B14.5 Ellingwood, B.R., "Serviceability Guidelines for Steel Structures," 1988 National Steel Construction Conference Proceedings, Miami Beach, American Institute of Steel Construction (AISC), Chicago, Illinois, (1988) XII-27 Metal Building Systems Manual XII Bibliography Section B15⎯ ⎯FLOOR VIBRATIONS B15.1 Murray, T.M (1975), "Design to Prevent Floor Vibrations", AISC Engineering Journal, Vol 12, No B15.2 Galambos, T.V (1988), "Vibration of Steel Joist Concrete Slab Floor Systems", SJI Technical Digest No B15.3 Standard Load Table, Open Web Steel Joists, K-Series (1985), Steel Joist Institute, Myrtle Beach, SC 29577 B15.4 Lenzen, K.H and Dorsett, L.P., (1968), "Effect of the Variation of Structural Parameters on the Vibrational Characteristics of Steel Joist-Concrete Slab Floor Systems and Suggested Designs", Studies in Engineering Mechanics, University of Kansas Center for Research in Engineering Science, Lawrence, KS B15.5 Lenzen, K.H., Dorsett, L and Sokolowski, M (1971), "The Variation of the Vibrational Charactereistics of Steel Joist-Concrete Floor Systems with Changes in the Structural Parameters", Engineering Archives of the Polish Academy of Sciences, Volume XVII A B15.6 Lenzen, K.H and Murray, T.M (1968), "Vibration of Steel Beam-Concrete Floor Systems", Studies in Engineering Mechanics, University of Kansas Center for Research in Engineering Science, Lawrence, KS B15.7 Wiss, J.F and Parmalee, R.A (1974), "Human Response to Transient Vibrations", ASCE Journal of Structural Division, Vol 100, No B15.8 Lenzen, K.H (1972), "Vibrations of Floor Systems of Tall Buildings", Volume II.17, ASCE-IABSE International Conference Pre-Prints, Lehigh University, Bethlehem, PA B15.9 Ad Hoc Committee on Serviceability Research (1986), ASCE Structural Division "Structural Serviceability: A Critical Appraisal and Research Needs", ASCE Journal of Structural Engineering, Volume 112, Number 12 B15.10 Mouring, S.E and Ellingwood, B.R (1994), "Guidelines to Minimize Floor Vibrations from Building Occupants", ASCE Journal of Structural Engineering, Vol 120, No B15.11 Murray, T.M., "Building Floor Vibrations," Engineering Journal, American Institute of Steel Construction (AISC), Vol 28, No 3, pp 102-109, Third Quarter, (1991) XII-28 XII Bibliography Metal Building Systems Manual B15.12 Murray, T.M., Allen, D.E., and Ungar, E.E., (1997), "Floor Vibrations Due to Human Activity," AISC Steel Design Guide No 11, American Institute of Steel Construction, Chicago, Illinois XII-29 Metal Building Systems Manual XII Bibliography B16 – COLD-FORMED STEEL B16.1 Douty, R.T., (1962), "A Design Approach to the Strength of Laterally Unbraced Compression Flanges," Bulletin No 37, Cornell University Engineering Experimental Station B16.2 Winter, G., Pekoz, T and Celebi, N., (1972), "Diaphragm Braced Channel and ZSection Beams," Report No 344, Cornell University B16.3 Celebi, N., Pekoz, T and Winter, G., (1971), "Behavior of Channel and Z-Section Beams Braced by Diaphragms," Proceedings of the 1st Specialty Conference on Cold-Formed Steel Structures, St Louis, Missouri B16.4 Pekoz, T., (1975), "Continuous Purlin Tests," Report submitted to Metal Building Manufacturers Association, Inc., January B16.5 Pekoz, T., (1975), "Evaluation of the Results of Continuous Purlin Tests," Report submitted to Metal Building Manufacturers Association, Inc., January B16.6 Wiss, Janey, Elstner & Associates, (1975), "Gravity Load Tests of C and Z Purlin Roof Systems," Report 7506, Submitted to Metal Building Manufacturers Association, Inc., July B16.7 Pekoz, T., (1976), "Evaluation of the Results of Gravity Load Tests of C and Z Purlin Roof Systems," Report 7601, Submitted to Metal Building Manufacturers Association, Inc., January B16.8 Wiss, Janey, Elstner & Associates, (1976), "Wind Uplift Tests of C and Z Purlin Roof Systems," Report 7603, Submitted to Metal Building Manufacturers Association, Inc., July B16.9 Pekoz, T., (1977), "Evaluation of the Results of Uplift Tests of C and Z Purlins with Intermediate Braces," Report 7702, Submitted to Metal Building Manufacturers Association, Inc., January B16.10 Desmond, T., Pekoz, T., and Winter, G., (1978), "The Behavior and Strength of Thin-Walled Compression Elements with Longitudinal Stiffeners," Cornell Report No 369, February B16.11 Pekoz, T., and Soroushian, P., (1981), "Behavior of C and Z Purlins Under Wind Uplift," Report 8102, Submitted to Metal Building Manufacturers Association, Inc., February XII-30 XII Bibliography Metal Building Systems Manual B16.12 Pekoz, T., and Soroushian, P., (1982), "Behavior of C and Z Purlins Under Wind Uplift," Proceedings of the Sixth International Specialty Conference on ColdFormed Steel Structures, St Louis, Missouri B16.13 Murray, T., and Ghazanfari, A., (1982), "Simple Span Z-Purlin Tests with Various Restraint Systems," Report No FSEL/MBMA 82-01 w/Addendum 82-01A, Submitted to Metal Building Manufacturers Association, Inc., February B16.14 LaBoube, R., (1982), "Static Load Tests of Braced Purlins Subjected to Uplift Load," Midwest Research Institute Report 7485-G, August B16.15 Ghazanfari, A., and Murray T., (1983), "Simple Span C-Purlin Tests with Various Restraint Systems," Report No FSEL/MBMA 83-01, Submitted to Metal Building Manufacturers Association, Inc., April B16.16 Murray, T., and Curtis, L., (1983), "Simple Span Z-Purlin Tests to Determine Brace Force Accumulation," Report No FSEL/MBMA 83-02, Submitted to Metal Building Manufacturers Association, Inc., July B16.17 LaBoube, R.A., (1984), "Simplified Design Approach for Laterally Braced Purlins Subjected to Wind Uplift," Seventh International Specialty Conference on ColdFormed Steel Structures, St Louis, Missouri, November B16.18 Robertson, G and Kurt, C., (1986), "Behavior of Nested Z-Shaped Purlins," Eighth International Specialty Conference on Cold-Formed Steel Structures, St Louis, Missouri, November B16.19 American Iron and Steel Institute, A Guide for Designing with Standing Seam Roof Panels, Design Guide 97-1, Washington, DC, 1997 B16.20 American Iron and Steel Institute, A Design Guide for Standing Seam Roof Panels, Design Guide CF00-1, Committee on Specifications for the Design Cold-Formed Steel Structural Members, Washington, DC, 2000 B16.21 LaBoube, R.A., Golovin, M., Montague, D.J., Perry, D.C and Wilson, L.L., Span Purlin System, Proceedings of the Ninth International Specialty Conference on Cold-Formed Structures, University of Missouri-Rolla, Rolla, MO 1988 B16.22 LaBoube, R.A., Roof Panel to Purlin Connection: Rotational Restraint Factor, Proceedings of the ISABSE Colloquium on Thin-Walled Structures in Buildings, Stockholm, Sweden, 1986 B16.23 Fisher, J.M., Uplift Capacity of Simple Span Cee and Zee Members with ThroughFastened Roof Panels, Final Report MBMA 95-01, Metal Building Manufacturers Association, Cleveland, OH 1996 XII-31 Metal Building Systems Manual XII Bibliography B16.24 Brooks, S and Murray, T.M., Evaluation of the Base Test Method for Predicting the Flexural Strength of Standing Seam Roof Systems under Gravity Loading, Research Report No CE/VPI-ST-89/07, Department of Civil Engineering, VirginiaPolytechnic Institute and State University, Blacksburg, VA, 1989 B16.25 Rayburn, L and Murray, T.M., Base Test Method for Gravity Loaded Standing Seam Roof Systems, Research Report CE/VPI-ST-90/07, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, 1990 B16.26 Anderson, B.B and Murray, T.M., Base Test Method for Standing Seam Roof Systems Subject to Uplift Loading, Research Report CE/VPI-ST-90/06, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, 1990., Revised December 1991 B16.27 Pugh, A.D and Murray, T.M., Base Test Method for Standing Seam Roof Systems Subject to Uplift Loading – Phase II, Research Report CE/VPI-ST-91/17, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, 1992 B16.28 Mills, J.F and Murray, T.M., Base Test Method for Standing Seam Roof Systems Subject to Uplift Loading – Phase III, Research Report CE/VPI-ST-92/09, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, 1992 B16.29 Ellifritt, D., Sputo, T and Haynes, J., Flexural Capacity of Discretely Braced C’s and Z’s, Proceedings of the Eleventh International Specialty Conference on ColdFormed Structures, University of Missouri-Rolla, Rolla, MO 1992 B16.30 Murray, T.M and Elhouar, S., North American Approach to the Design of Continuous Z and C Purlins for Gravity Loading with Experimental Verification, Engineering Structures, Vol 16, No 5, 1994, pp 337-341 B16.31 Elhouar, S and Murray, T.M., Stability Requirements of Z-Purlin Supported Conventional Metal Building Roof Systems, Annual Technical Session Proceedings, Structural Stability Research Council, Bethlehem, PA, 1985 B16.32 Neubert, M.C and Murray, T.M., Estimation of Restraint Forces for Z-Purlins Roofs under Gravity Load, Proceedings of the Fifteenth International Specialty Conference on Cold-Formed Structures, University of Missouri-Rolla, Rolla, MO, 2000 B16.33 Pekoz, T., Purlin Studies, Report Number 8401, Submitted to Metal Building Manufacturers Association, Inc., April 1984 XII-32 XII Bibliography Metal Building Systems Manual B16.34 Murray, T.M and Hendrick, D., Experimental Investigation of C-Purlin Supported Roof Systems, Report No FSEL/MESCO 84-01, University of Oklahoma, January 1984 B16.35 Murray, T.M and Elhouar, S., Prediction of Lateral Restraint Forces for Z-Purlin Supported Roof Systems, Report No FSEL/MBMA 85-03, University of Oklahoma, May 1985 B16.36 Murray, T.M., Carballo, M and Holzer, S.M., Strength of Z-Purlin Supported Standing Seam Roof Systems Under Gravity Loading, Report No 88-02, January 1989 B16.37 Murray, T.M and Rivard, P., Anchorage Forces in Two Purlin Line Standing Seam Z-Purlin Supported Roof Systems, Report No FSEL/MBMA 86-01, University of Oklahoma, December 1986 B16.38 Murray, T.M and Brooks, S., Evaluation of the Base Test Method for Predicting the Flexural Strength of Standing Seam Roof Systems Under Gravity Loading, Report No CE/VPI-ST89/07, July 1989, Revised November 1990 B16.39 Murray, T.M and Anderson, B.B., Standing Seam Roof System Strength Under Uplift Loading, Report No CE/VPI-ST90/06, Virginia Polytechnic Institute and State University, Blacksburg, VA, December 1990 B16.40 Hancock, G.J., Murray, T.M and Ellifritt, D.S., Cold-Formed Steel Structures to the AISI Specification, Marcel Dekker, Inc., New York, N.Y., 2001 B16.41 Yu, Wei-Wen, Cold-Formed Steel Design, Third Edition, John Wiley & Sons, Inc., New York, N.Y., 2000 B16.42 Almoney, K and Murray, T.M., Shear Plus Bending in Lapped Z-Purlins, MBMA Project No 97-04, Report No CE/VPI-ST98/18, Virginia Polytechnic Institute and State University, Blacksburg, VA, December 1998 B16.43 Ellifritt, D., Glover, B and Hren, J., Distortional Buckling of Channels and Zees Not Attached to Sheathing, The University of Florida, Gainesville, FL, April 1997 B16.44 Fisher, J.M., Uplift Capacity of Simple Span Cee and Zee Members with Through – Fastened Roof Panels, CSD Report No 940653JMF, Computerized Structural Design, Inc., Milwaukee, WI, September 1996, Revised December 1997 B16.45 LaBoube, R.A., Yu, W.W and Cain, D., The Effect of Flange Restraint on Web Crippling Strength of Cold-Formed Steel Z-And I-Sections, Civil Engineering Study 95-2, University of Missouri-Rolla, Rolla, MO, May 1995 XII-33 Metal Building Systems Manual XII Bibliography B16.46 Murray, T.M., Earls, C.J and Pugh, A.D., Strength Evaluation of Multispan CPurlins Roof Systems Under Uplift Loading, MBMA Project 605, Report No CE/VPI-ST-91/16, Virginia Polytechnic Institute and State University, December 1991 B16.47 LaBoube, R.A., Yu, W.W and Bhakta, B.H., The Effect of Flange Restraint on Web Crippling Strength, Civil Engineering Study 92-1, University of Missouri-Rolla, Rolla, MO, March 1992 B16.48 Easterling, W.S., Murray, T.M and Hatch, J., Strength Evaluation of Strut-Purlins, MBMA Project 503, Report No CE/VPI-ST90/08, Virginia Polytechnic Institute and State University, December 1990, Revised December 1991 B16.49 Murray, T.M and Rayburn, L., Base Test Method for Gravity Loaded Standing Seam Roof Systems, MBMA Project 502, Report No CE/VPI-ST90/07, Virginia Polytechnic Institute and State University, December 1990 B16.50 Murray, T.M and Lee, S.R., Experimental Determination of Required Lateral Restraint Forces for Z-Purlin Supported, Sloped Metal Roof Systems, MBMA Project 00/03, Report No CE/VPI-ST 01/09, August 2001 B16.51 Fisher, J.M and Stolarczyk, J.A., Axial Strength of Purlins Attached to Standing Seam Roof Panels, MBMA 99-02, Report No 980531JMF, Computerized Structural Design, S.C., May 2001, Revised August 2001 B16.52 Murray, T.M and Trout, A.M., Reduced Number of Gravity Loading Base Tests, Report No CE/VPI-ST00/17, Virginia Polytechnic Institute and State University, December 2000 XII-34 ... with an alloy of zinc and aluminum to provide corrosion resistance X-22 A1 Tapered Members The MBMA and other organizations have sponsored research in the design of tapered members since 1966... split-tee analogy which considers prying action This method usually produces a very conservative result MBMA has cosponsored research, along with AISC, since 1972 to devise a more accurate design method... (Ref B8.27), to permit greater use of snug-tightened bolts A technical bulletin is available from MBMA (Ref B8.58) that provides further information on the adoption and use of snug-tighted bolts