Loading...
HomeMy WebLinkAboutPROJECT INFORMATIONBUILD r.'c PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONEMES AV CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET � BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 7'-9' L- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12 -3' I- GREATER OR EQUAL THAN 12-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSNNE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTMATE A.S.D. ULTIMATE I AS ULTIMATE A.S.O. ULTIMATE A.SD. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 46.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' • 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 974 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 }0g_g 65.9 SCANNED BY St. Lucie County BUILDING'S DING'A: PEAK ROOF HEIGHT vs DESIGN WHNO PRE MW FOR COuPONENTS & CLADDING (ME.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF La LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEICN7 POSNIVE NEGATIVE POSMVE NEGATIVE (h) _ aLTiMA1E A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIATE A.S.A. > 60' - 70' 91.5 9 7677 84.3 ' 50.6 148.4 89.0 93.6(56.2 771. 103.0 86.2 51.7 151.9 91.1 95.6 .4 1752 5.1 88.0 52.8 ` 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 IOTA 89.7 53.8. 157.9 94.7 > 100' - 120' 100.5 60.3 164.2 110.5 92.5 55.5 163.0 9Z8 > 120' - 140' 1032 61.9 189.2 1 113.5 95.1 1 57. 1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180, - 200, 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63 1 185.1 111.1 > 250' - 30O' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 2327.1 136.3 114.1 68.5 200.9 120.5 > 4D0' -126.4 75.8 21.8 139.1 116.5 69.9 2051 }23.1 > 450' - 500' 128.8 773 236.1 141.7 718.6 71.2 208.9 125.3 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER 84SED ON ASCE 7-10. FOR A B451C W/ND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURE$ IS COMPLETELY GENERIC AND DOES NOT PRONDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. Z) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77M47E AND A.S.D. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IT ALTERED BY ANY MEWS 5.) DESIGN WIND LOAD SELECTED BY ME CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CON7R4CT0R OR PERMIT HOLDER (e.g.. SPREADSHEET OPENING SCHEDULE/TAKE OFF SHEET, EEG). INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPE, �C* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BANANA SHUTTER HEIGHT. .7K.%. PRODUCTS WHICH BEAR A MIAMI-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL $T, teefCt6fff B-WDING DWWON R fWED FORC 1`0lY- - ORti6 PFC� ®�'L BE MADE.MUST Br iczm ONJOB 0, fill Rok %GET -. . •:20R...... 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14M RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART STORM PANES, ACCORDION & EAHAMA SHUTTERS RISK CAT If BLD S IL E C O Inc. WIND PRESSURE CHART 7/LL/T TESTING g ENWNEER/NCI COMPANY BASIC WIND SPEED = 170 mph EXPOSURE A Kd = 0.85 AS SHOWN SCALE 0611 V15 DATE 15-188 DRAWING No SHEET 1 OF 1