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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F-) FORA$CF_ 7_!0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L-LESS THAN 7'-9' L-GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN 12'-J' ROOF LESS THAN IZ'-J" HEIGHT POSIBVE NEGATIVE POSmVE NEGATIVE PDSIINE NEGAHVE (h) ULTIMATE AS.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.SD. ULTIMATE A.SD. * INDICATED DESIGN WINO PRESSURED D'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.7 86.4 51.8 oN ANDIN770 THE ER R Z0ON£COND�ONS >15-'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND v�FOR ALL ROOF >20':&- 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 g¢,4 56.6 >25'-JO' 86.2 51.7 115.5 69.J 82.4 49.4 1077 64.6 77.3 46.4 97,4 58.4 **L ACCORDION SHL m >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.J 68.0' 81.2 48.7 102.4 61.4 BLADE LENGTHORB4ILIMA C� SHUf7ER HEIGHT fTf >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 at1/cat PRODUCTS WHICH BEAR A 97.3 58.4 130.J 78.2 92.9 55.7 121.5 72.9 8.2 52.3 109.9 65.9 MIAMI-WE COUNTY OR A STATE OF FLORIDA APPROVAL 0 BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING(,SF,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEST ar v, BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS F-f-' RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) G L\i ?E pf eJ NE�GO PEAK L••LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE I ASO. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > -7 91.5 167.7 84.3 50.6 1 148.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 97.1 95.6 1 57.4 1 175.2 .1 88.0 52.8 155 >9o'- too' 97J 58.4 178.4 107.4 89.7 53.8 1579 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 1 97.8 4 100.4 > 140'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 P�,1��- A.T.( > 160'- 190' 1078 64.7 1 1976 118.6 99.3 59.6 174.6 104.9 1�1��,% ,CEN • `�'� > IRO'-200' 109.8 65.9 1 201.3 120.8 101.1 60.7 178.1 106.9 ��, ••••• >200'-250' 114.1 66.9 1 209.2 125.5 105.2 1 6J.1 185,1 111.1 N0.44167 % >250'-JOO' 1178 70.1 1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 121.0 72.6 221.9 133.1 717.5 66.9 /96.3 1178 STATE OF >J50'-400' 12J.9 74.3 1 227.1 136.J 114.1 68.5 200.9 120.5 % ev; >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 0�•••F(0R IO."' >450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 This is Nof A Master Drawing, - SsoN��S ,.��� Valid Only For One Time Fermii. NO I.)THIS CERTIF7ED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED N ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5th ED1770N)FLORIDA BWLDING CODE-BROWARD, PALM BEACH, MARTIN,ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK C47ECORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A S17E SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN Z)TH/5 WIND LDAD CHART MUST BE S/NED,SEALED AND LUTED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERM?. STORM PANELS ACCORDION&BNVMA SHUTIERS♦f4 SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 BLDGS O6 WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES. /11/15 DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY AVIV MEANS. C O p c. WIND PRESSURE CHART TICCIT TESTING&ENGINEERING COMPANY BASIC WIND SPEED a 170 mph 5)DESIGN LWND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SMALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 8Y EXPOSURE D.Kd-0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER w4 NW.j"5L si..tai wAEWW n..- (,,.g.,SPREADSHEET OPENING SCHEOULE/TAKE OFF SHEET,ETC.). Pnan.:(]QYJen-IaT3.Fo.:pow-,M, �, our �:w DRAWING No EH-0006719 WALTER A BLL?Jr.P.E. SH£fT 1 OF 1 FLORIDA Lb. 44167 J a cwMris a