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HomeMy WebLinkAboutEngineering MUM'S PEAK ROOF N£/GHT vs DESIGN WIND PRESSURE FDR COMPONENTS & CLADD/NG(P.S.F.) FOR ASCE 7-10 - PEAK ROOF HE/Gu_E LESS THAN OR EQUAL TO 60 FEET )k RECEII'•-D SEP BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS •• 2 ZQ�S RESIDENTIAL, APARTMENT'BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLMLE) _ This is Not R Master Dr4n; Valid Only For One Time Permit. PEAK L••LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN lT'-J" ROOF LESS THAN 72'-J"� I HEIGHT POSITIVE NEGATIVE POS?/VE NWA71VE POSITIVE NEGATIVE , (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.O. ULTIMATE A.S.D. * INDICATED DES/GN WIND PRESSURES ' g t D'- 15 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE M4VUUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 1 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF p�Q >20'-25' 83.6 50.2 111.9 6Z 1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. .yG 7t L-STORM PANEL LENGTH, ,..may, >25'-JO' 86.2 51.7 375.5 69.3 824 49.4 107.7 64.6 773 r 46.4 974 58.4 ACCORDION SHUTTER (�g >JO'-4o' 90.7 54.4 121.4 72.8 B6.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR Bv+aAA SHUTTER HEIGHT. > so' 94.3 56.6 726.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 *** pR000CT5 WH/CH HEAR A >50'-60' 973 58.4 130.3 78.z 92.9 55.7 127.5 '72.9 872 52.3 109.9 65.9 M/AMl-LL10E COUNTY ORA STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING(8SF,) FDR ARCE 7-f0 - PEAK ROOF HELcHT GREATER THAN 60 crcr* BASIC WIND SPEED- 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Ito GVk1 PEAK L••LESS THAN 12-3" L••GREATER OR EQUAL THAN I2'-3" ROOF HEIGHT POSITIVE NEG4T/VE 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 1627 100.6 84.3 50.6 148.4 89.0 BU/LD/NG SCHEMATIC >70'-80' 93.6 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. D?£P 0 >90'- 100' 97J 58.4 178.4 1OZ4 89.7 53.8 157.9 1 94.7 > 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 9Z8 ' > 120'- 140' 10J.2 1-61.9 189.2 113.5 95.1 57,1 1674 100.4 > 140'- 160' 105.6 1 63.4 193.6 176.2 97.3 58.4 171.3 102.8 > 160'- 180' 1028 64.7 1926 11.06, 99.3 59.6 174.9 104.9 > 18D'-2O0 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 ��gIp111111pL/ 114.1 209.2 .5 105.2 63.1 185.1 111.1 �� Fa A70.1 216.0 129.6 108.5 65.1 191.1 114.7 �•T/�� >300'-J50' 121.0 72.6 221..9 133.1 111.5 1 66.9 196.3 117.8 =S �CEN`sF••:/�'y� >350'-400' 123.9 74.3 2277 136.3 134.1 1 68.5 200.9 120.1 50' 0.44 _ N >400'-4 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123 1 5Do' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 NO ay ��NAYL BHN Mq,./1tlN�1I 1.)THIS CERLE RI K GATE AND SfALDI WIND LOAD CHART PREPARED BY EN ENGINEER,BASED ON ASCE NFO FOR A B45/A WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEA AMR MARTIN,S<i."LUC1E�&INDIAN RIVER COUNT/ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES;l5 COMPLETELY GENERIC AND DOES NOT PROViOE/NFORMARON FOR A SIZE SPECIFIC PRCVECi. ASCE 7-10/ WIND RESSURE CHART As SHOWN 2)THIS WIND LO40 CHART MUST BE SIGNED,SEALED AND D4TE0 BY THIS ENGINEER IF USED TO OBTAIN A ONE 7/NE BU/LD/NC PERM?. SHUTTERS STORM PANELS ACCORDION&84H4M4 "•" sCA� J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE_04SED ON THIS GENERIC WIND LOAD CHART. RISK GDT. !l&BA 06/71/75 WIND PRESSURES ARE ULTIM4TE AND A.S.D.PRESSURES. r 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART DATE 7ILCfT TESNNO t ENG/NEER/N0 COMPANY BASIC WIND SPEED- 170 mph 5.)DESIGN WIND Low SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY a IL N.v.4MA N Sa Ecv,ENGINEmove c n.urge EXPOSURE D.Kd-0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER(o.g.,SPREADSHEET,OPENING SCNEDULE%TAKE OFF SHEET,EIC.). Plron.:OO9)e71-ISMO.fw:ryv)en-rur DRAWING No ES-0006719 WALTER A.TILUT Jr.P.E. FLORIDA U. 44167 M pWNlllY A SHEET 1 OF I