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HomeMy WebLinkAboutPLANSBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR OAIPON WS A C ADD/NG MS.Fa FOR g$CE 7 f0 P AK ROOF HEIGHr LESS WA-N OR EQUAL TO 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERC14L BUILDINGS (RETAIL WHOLESALE) 5LErNvzW MAR092017 PERMITTING St, Lucie Count,, FL PEAK L•�. LESS THAN 7-9- L'x GREATER OR EQUAL THAN 7-9" ROOF AND GE55 THAN 12'-3' Ls. GR.�TER OR EOUAL:THAN 12'-3' HEIGHT POSRIVE NEGATIVE POSITIVE NEGATIVE POSITIVE N£GARVE _ (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.. UL UMATE A.S.D. ULTIMATE A.S.O. .ULTIMATE A.S.D. 15' 76.4 45:8 102.4 61.4 ' 73.0 43.8 " 95.5 57.3 : 68.5 41.1 86.4 51.8 > 15'-20' 80.4- 48.2 _ Z-07 6 64.6 76.8 46.1 - 100.4 60.2 72.0 432 90.8 .54:5 > 20'-25' 83.6 502 111.91 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-3O' 86.2 51.7 115.5 69.3 82.4 49:4 107.7 64.6 773 46.4 .:9Z4. . 58.4 > 30'=40' 90.7 54. 121.4 72.5 86.6 52.0" 113.3 6&0 "" 81.2 48.7 162.4 =_ 61.4 > 40'-50' 94.3 56.6 126:2 75.7 90.0 54.0 1177 : Z0.6 84.4 � � 50.6 106.5 63:9 973 58.4 1'30.3 - -78.2 92.9 - -- 5$.7 121.5 72.9 872 52.3 109.9 65:9 * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MNMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILD/NG'S PEAK ROOF HEIGHT vs" DEWY N WIND PRESSURE FOR COMPONENTS A CLADDING (PS_F.) FOR ASCE 7-10 PEAK ROOF HEIGHT GREATER THAN 60 ccFr ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS - RESIDENRAL, APARTMENT BUILDINGS & COMMERCIAL. BUILDINGS (RETAIL, WHOLESALE) FEAK ROOF L" LESS THAN 12-3- L • GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE - POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. UL77MAW A.S.D. > 60' - 70' .91.5 1 54.9 167 7: 100.6 84.3 50.6 - 148.4 89.0 > 70' -.80' 93.6 56.2 _ 171.6 103:0 86.2 51.7 - 151.9 97. 1 > 80' - 90' 95.6 57.4. - 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 107.4 89.7 : .53.8 1579 94.7 > 1Do' - 120' 100.5 60.3 _ 184.2 " 110.5 92.5 55.5 763.0 978 - > 120' -" 140' 103.2 61.9 . !. 189.2 113.5 95.1 571 1674 100.4 > 105.6 _ 63.4 193.6 11 6 97.3 58.4 171.3 102.8. > 160' - 180' 107.8 64.7 197 6 7 18.E 99.3 59.6 774.9 :104.9 > - 109.8 65.9 201.3 101.1 60.7 178.1 106.9 " > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 185.1 117. 1 > 250' - 300' 117.8 70.1 216.0 729.6 108.5- _ 65.1 191.1 > 300' - 350' 121.0 72.6 221 9 ` 133.1 111.5. 1 �66.9 196.3 _114.7 117.8 950' .- .400'' 123.9 74.3 227 1 136.3' 114.1 66.5 200.9 120. > 400' - 450' 126.4 75.8 231.8 139.1 '1 16.5 69.9 205.1 123. 3450' - 500' 128.8 77.3 236:1 147.7 118.6...71.2. 208.9 . �925. NO 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER,, BASED ON ASCE 7-10. FOR A.BASIC WHO SPEED :OF. 170: MPH, AND APPDCABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2) THIS WIND LOAD CH4RT 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 ULTIMATE AND A.SO. PRESSURES. 4.) THIS WIND LGAO CR4RT'SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS ' 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 THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREA°SHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC): - SCANNED::. BY St. Lucie County E � No. 44167 ' ':: 5 � � �., STATE OF ' This is Not A Master Drawing. p�;° 3 Valid Only For One Time Permit. 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES _ ASCE 7-.10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & 84MW SMITTERS sxx SCALE RISK CAT. If BLDGS 06111115 L E C O � M c. W/ND. PRESSURE CHART DATE 77LUF TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph. N.W. JSm'sc sk =. ulw c S:.a mfff IXPOSURE D. Kd = 0.85 TS-1"88 Phone : (305JOI-I JO. I=: (")5)1-ISJ1 DRAW/NG N. EB-0006719 Rn: "'^ °'3cw°'>a`' e'rt ver.."e SlsrmPou alr' WALTER A. T/LLU Jr. P.E. FLORIDA O'c.. 441 b7 2 J . muxre5 M/u a SHEET I OF 1