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HomeMy WebLinkAboutWIND PRESSURE CHARTv I BUADOG'S PEAK ROOF HEIGHT vs DESM WIND PRESSUAE FOR COMPONEWS A CLADDWO (&S-r.) FOR ASCE Z--10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY H 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 NEr4nVF POSITIVE NEG471VE (h) ULTIMATE A.S.D. ULIZM47E A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. arlmur A.S.D. ULTIMATE A.S.D. ol - 15' 76.4 45.8 102.4 61.4 7J. 0 43. B 95.5 SZ3 68.5 41.1 86.4 51.8 * 15�20' 80.4 48.2 1OZ6 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 6ZI 79.8 4zg 104.4 62.6 74.8 44.9 94.4 56.6 * 25�30' 86.2 51.7 115.5 69.j 82.4 49.4 107,7 64.6 7ZJ 46.4 97.4 58.4 > Lo� o 0.7 54.4 121.4 72.8 86.6 52.0 113.3 680 812 487 102 - 4 61.4 40-f-: .50 04.1 1.1 5 6.2 1�_ 75.7 90.0 4' L �7 1 '7 �l 1 6 1 8414 1 50�6 106=5 6J. 9 > 50'-60' 9 �T.j 1 3 78.2 1 .92.9_ 55. I ll� 3 '72.9 1 87.2 1 52.3 Ioq..q 65.9 MDING'S PEAK ROOF HEIGHT vs DESIGN MIND PRESME FOR COMPONENTS A CLADDING (81L) FOR ASCE 7-10 - PEAK ROOF HEIGHT OMTER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (REIAIL, WHOLESALE) SCANNED BY St. Lucie Countv INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. r* L = STORY PANEL LENGN ACCORDION SHUTTER BLADE LENGTH OR a4H4M4 SHUF7V? HEIGHT. PRODUCTS WHICH BEAR A MiAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL REVIEWED FOR CODE COMPLIANCE ST. LUC NE CQUNTY - -_ ly PEAK ROOF HEIGHT (h) I" LESS THAN 12-5" 1- GREATER OR EQUAL THAN 12�3" BOCC File COT "o oil No. -0 ST, %'_ POSITIVE NEGATIVE POSITIVE NEGATIVE ULTIMATE A.S.D. UL77MATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. * 60' - 70' 91.5 54.9 16Z 7 100.6 84.J 50.6 148.4 89.0 * 70' - 80' 9J. 6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 9j. 0 * 90, - 100' 973 58.4 178.4 107.4 89.7 53.8 15Z9 94.7 * 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J. 0 � 7.8 * 120' - 140' 703.2 61.9 189.2 1 lj�5 95.1 5ZI 167.4 100.4 '�__IA�o �-fqfY 105.6 63.4 19J. 6 116.2 9zj 58.4 171.J 102.8 1> �16 2M7t4�N 1 �O7. V fta7M 1.97.6 11 Ll�jj j!a 1 99.3 59.6 174.9 104.9 * 180' -:-200' --F- 09.8 � �59 201.3 120.8 101.1 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' - JOO' 11Z8 70.7 216.0 129.6 108.5 65.1 191.1 11 7 * 300' - 72.6 221.9 lij. 1 111.5 66.9 195.j 1178 * 350' - 4DO' 12J.9 74.3 2271 1J6.3 114.1 68.5 200.9 120.5 * 400' - 450' 126.4 75.8 231.8 lig. 1 116-5 69.9 205.1 12J. I * 450' - 500' 128.8 1 77.3 2J6.1 1 141.7 1 118.6 1 71.2 1 208.9 1 125.3 No 1.) THIS CFR77nED SIGNED AND SEALED WIND LOAD CHARF, PREPARED BY THIS ENGINEER. BASED ON ASCE 7-10. FOR A BASIC WND SPEED OF 170 MPH. AND APPUC48LE RISK CATEGORY BUILDING & D(POSURES, IS COMPLETELY GENERIC AND DOES NOT PROWLE INFORMATION FOR A SITE SPECIFIC PROJECT 2.) THIS WtAD LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED ON THIS GENERIC WIND LOAD CHART WIND PRESSURES ARE UL77M47r AND A.S.D. PRESSURES 4.) THIS WIND L04D CHART SHALL BE CONSIDERED INVALID F 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.. SPREADSHEET, OPENING SCHEDULEITAKE OFF SHEET, ETC.). Y' 44167 l k7E OF 1� 2,/ /" 2- z / �9 NAL ?V, "' �o -) oof ikoo G%Al W 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES I