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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S Fa FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET dk BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTLAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I'• LESS THAN 7'-9" I- GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L- GREATER OR EQUAL THAN 12'-3" HEIGHT POsmVE NEGATIVE POSmVE NEGATIVE POSITIVE NEGATNE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE ASS 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 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 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 > 25-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 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 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 721.5 72.9 872 52.3 109.9 65.9 SCANNED BY St. Lucie County BUKOING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (�� FOR ASCE 7-fO - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS FIL E COPY RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.5 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o' - loo' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > ,100' �; 1120 100.5 L60: JL 184.2 f-,f70.5'-i 92.5 55.5 1630 97.8 > 120120' - 140' 1032 61.9 189.2 113.5 5.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 1 102.8 > 160' - 180' 1OZ8 64.7 1976 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' - 3oO' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 1 221.9 133. 1 111.5 66.9 196.3 117.8 > 350' - aoo' 1239 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > ao0' - 4so' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123. 1 > 450' - 500' 128.8 77.3 236.1 147.7 118.E 71.2 208.9 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME 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 ULDMATE AND AID. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVADD IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRAC70R OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). FILE COPY N. ' Y No.44167 z INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. 'at L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. faY. PRODUCTS WHICH BEAR A MWAI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL ?0" l0.l N0GO 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART EC. STORM PANELS, ACCORDION & BANANA SHUnDis DRAWN BY RISK CAT. 11 BLDGS 08109117 ILIECO 1 m c, WIND PRESSURE CHART DATE STING & ENGINEERING COMPANY --.- WIND SPEED = 170 mph 7- l94 A 5L Sb. JCS, VW" GIRGEM a M166 EXPOSURE D, Kd = 0.85 G. B -15JO . I.: (J69)671-r6J1 I¢v. brxm mrz rev. rm 66'<i6PINN mrz DRAWING No EB-0006719 WALTER A TILL? Jr. P.E. r w 16-1m /1 SHEET I OF I FLOR/DA Llc- 0 44167