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HomeMy WebLinkAboutWIND PRESSURE CHART'T MONO'S PEAK ROOF HEIGHT a DESIGN WIND PRESSURE FOR WNPONENTS & CLAMM (PSF.) MR ASQX 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY fl BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RELAIL, WHOLES4LE) PEW ROOF I- LESS THAN 7�9" L" GRE47ER OR EQUAL THAN 7�9" AND LESS THAN 12�3" I- GREATER OR EQUAL THAN 12�3" HEIGHT POSITIVE NEGA77VE POSITIVE NEGA77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 01 - 15, 76.4 45.8 102.4 61.4 7J. 0 43.8 95.5 5Z3 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' 8J. 6 50.2 111.9 6z 1 79.8 4Z9 104.4 -iT2.6 -�4 .8 44.9 94.4 56.6 * zo -JU 1 8 .2 51.7 115.5 69.3 82.4 49.4 1OZ7 64.6 7Z3 46.4 97.4 58.4 * 30� 0 0.7 54.4 121.4 72.8 86.6 52.0 1 li.i 68.0 81.2 48.7 102.4 61.4 '_50; 94.3 56.6 126.2 75.7 90.0 54.0 IIZ7 70.6 84.4 50.6 106.5 63.9 > 50�60' 97.3 1 58.4 1 130.3 1 78.2 1 92.9 55.7 121.5 1 72-9 1 87.2 1 52. J I log,g 1 65.9 BUILDING'S PEAK ROOF HEXHT vs DESIGN WIND PRESSME FOR COMPONENTS & CLADDING (8SE) FOR ASCE 7-10 - PEAK ROOF HEIGUr GMTER WAN 60 ffEr* BASIC WIND SPEED = 170 mph RISK CATEGORY IV BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L- LESS THAN 12-3" L" GREATER OR EQUAL THAN 12�3" HEIGHT POSITIVE NEGATIVE POSITIVE MECATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A. S. D. UL71AL47C A.S.D. * 60' - 70' 91.5 54.9 1677 100.6 84.J 50.6 148.4 89.0 * 70' - 80' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 .9 Fl- * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 * 90' IOD' I 9ZJ 58.4 178.4 1OZ4 89.7 53.8 1579 9T7 * 100' 120' 100.5 60.3 184.2 110.5 . 92.5 55.5 16J.0 9Z8 * 120' 140' 1 103.2 61.9 189.2 1 li.5 95.1 571 16Z4 100.4 * 140' 160' 105.6 63.4 19J. 6 97.3 58.4 171.J 102.8 180i 107.8 Xat�ff 97.6 AVOW,�,A 99-1 5 9.6 174.9 104.9 > 109.ii- .9 201.J 101.1 .7 78.1 106.9 > 200' 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 1 Fl. -I 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * 300' 72.6 221.9 133.1 117.5 66.9 196.J IlZ8 * J50' 400' 123.9 74.3 22Z I IJ6.3 114.1 68.5 200.9 20� 2 > 400' 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 '3�j , * 450' 500' 128.8 1 7Z3 1 236.1 1 141.7 118.6 1 1.2 1 7-2 2- 08.9 1 - 125.3 1.) THIS CERTIFIED SIGNED AND SEALED WND LOAD CHART PREPARED By THIS ENGINEERr 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 FROWDE INFORMATION FOR A Sl7r SPECIFIC PROJECT. 2) THIS WIND LOAD CHART MUST BE SIGNED, SiALED AND 114TED By THIS ENGINEER IF USED TO OB7AW A ONE 77ME BUILDING PERMIT J) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC770M OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART MIND PRESSURES ARE ULTIMATE AND AS.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED By ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CH4RF SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.9, SPREADSHEET, OPENING SCREDULE17AKE OFF SHEET. ETC). REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC /,~ -File cop'y 'v e- XVZE f No. 44167 STATE OF ScAlv/v"'o St. Lu 13Y Cie cout7ty INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHr. PRODUCTS WHICH BEAR A Mb4MI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL -�9 ?0" I oof 0 klo GlAl 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM REACH, MAR77N. ST. LUCIE & INDPIN RIVER