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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT rm DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY U BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEI'�':�D APR 1 9 20,,(6PEAK L"LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-9'AND L•'GREATER OR EQUAL THAN/2'-J' ROOF LESS THAN t2'-J' HEIGHT POSITIVE NEGATIVE P05mVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UU/NATE A.S.D. ULTIMATE A.S.D. /NO104TED DESIGN WINO PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 4J.8 95.5 57J 68.5 41.186.4 51.8 * CORRESPOND m THE Aft)gMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2' 72.0 43.2 90.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **L-STORM PANEL LENGTH, L>25�JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 ACCORDION SHUIlER BLADE LENGTH OR BAHAMA o'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 67.4 SHUTTER HEIGHT.0'-50' - 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 x[xCat PRODUCTS WHICH BEAR A 0'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 709.9 65.9 MIAMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT ra DESIGN WIND PRESSURE FOR COMPONENTS& CuDD/NG (P S FJ FOR ASCE 7-to - PEAK ROOF HEIGHT GREATER THAN 60 FEET At BASIC WIND SPEED - 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ?hoof AS (f5.1 %kf PEAK L"LESS THAN 12-3" L'•GREATER OR EQUAL THAN I2'-3' ROOF HEIGHT POSITIVE NEWTIVE POSITIVE NEGATIVE (h) ULTIMATE ASO. ULTIMATE A.SD. ULTIMATE ASO. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEM477C >70'-80' 936 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >BD'-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 IIIN4iiiiii4•�.� >9D'- 100' 97.3 58.4 178.4 107.4 89.7 5J.8 157.9 94.7 111111.({`A•TI(��j• > 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 1630 97.8 1�11y�Q' CENg�C':�� > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140'- 160' 705.6 6 1936 116. 97.3 58.4 171.3 102.8 �` L• No.44167 t; > 160 - IS' 707.8 64 197.6 118.6 99.3 59.6 174.9 104.9 > IBD -2 109.8 65. 207.3 120 101.1 60.7 178.1 106.9 %* * 114.7 209.2 105.2 63 7 185.1 1 f 1.1 -o°: STATE OF >250'-JOO• 117.8 70.1 216.0 126.6 foes 65.7 191.1 714.7 _'�Di(`•''•F�ORI��:'�� , ul123.9 74.3 227.1 1J6.J 114.1 68.5 200.9 120.5 'Fjss(ON ��o11111 128.8 773 236.1 141.7 178.6 7 1 1165 1.2 1 208.9 125.J Ns is Not A Master Doing. Valid Only For One Time Permit, 1.)THIS CERRF7ED SIGNED AND SEALED WIND LOAD CH4Rf,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 8A5/L WIND SPEED OF 170 MPH,AND 2014(SIh EDITION)FLORIDA BUILDING CODE-BROWARO,PALM BEACH, MARTIN,Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK GTEGORY BUILDING&EXPOSURES.IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMARON FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART As slIDWN 2.)THIS WIND LOAD CHART MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&BAHAM4 90 u:RS R4r SCALE J.)CONTRACTOR OR PERMIT HOLDER To BE RESPONSIBLE FOR THE SELECTION or DESIGN WIND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. RISK GAT. II BCDGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES 1 WINO PRESSURE CHART DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVAUD IF ALTERED BY ANY MEWS. ' E�CO C. " AWT TESTING!ENGINEERING COMPANY BASIL WIND SPEED a I0. mph 15-188 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY B.W N.W.AMB.SI.Bk BBB.NRGBlM GIRBDIS I1.AB,BB EXPOSURE D,Kd O.BS Pdm,:(J0.9IBll-,SIB.I-:(J0.1Mll-ISI, DRAW/NG No THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SNfET,FTC.). Nuomlw art mBenaA nrt EB-0006719 Bio rl-rn r/rB B WALTER A TALLIT Jr.P.E. SHEET t OF 1 FLORIDA U'c,.c.If