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HomeMy WebLinkAboutEngineering BUILD/NGS PEAK ROOF HEIGHT vs DESIGN W/ND PR SSURE FOR COMMON NTS A CLADDING (816) FOR ASCE 7 16 PEAK ROOF DUAL TO 60 FEET � BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L"LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND I-GREATER OR EQUAL THAN I2'-J' ROOF LESS THAN 12'-J' HEIGHT POSITIVE NEGATIVE POSITIVE I NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. I ULTIMATE l A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. * O'- 15' 76,4. 45.8 102.4 61.4 73.0 qd8 95.5 57.3 68.5 41.1 INDICATED DESIGN WIND PRESSURES 86.4' 51.8 CORRESPOND TO THE MAXIMUM END 80.4 48.2 107.6 64.6 76.8 46.7 700.4 60.2 720 4J.2 ZONE ANO/MERIOR ZON[CONDITIONS 90.8. 54.5 AND FOR ALL ROOF - >20'-25' 113.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES E50�-60' O' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.3 46.4 - 97,4 58.4 **L ACCORDION 3HLEND 0', 90.7 54.4 121.4 72.8 86.6 52.6 113J 68.0 81.2 417 102.4 61.4 BLADE LENOTN DR BAHAMA SHUTTER HEIGHT. o' 94.3 56.6 126.2 75.7 90.0 54.0 717.7 70.6 B4.4 50.6 106.5 63.9 atatat pR000CiS WHICH BEAR A 97.J 58.4 130.3 78.2 92.9 55.7 127.5 72.9 87.2 52.J 109.9 65.9 M/AMI-DADf COUNTY OR A STATE OF FLORIDA APPROVAL ' BUILDINGS PEAK ROOF HEIGHT vB DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCE 7 16 PEAK ROOF HEl Hr GMTEB MAN 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ?E pf ��1 RECEIVED to 00, MAY 0 4 2021 PEAK 0-LESS THAN 12-3' 1-GREATER OR EQUAL THAN 12'-J" ROOF POSITIVE N[GATIVE POSITIVE N[CATIV[ r"Mittf/t9 DZPBrtmetlt HEIGHT 5;...uUc County (h) ULTIMATE A.SO. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. Q! >60'- 70' 91.5 54.9 16Z7 100.6 84.J - 50.6 146.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0. 86.2 51.7 151.9 91.1 >BO'-90, 95.6' 574 175.2 105.1 88.0 52.6 155.0 9J.0 - >9o,-too, 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100'- 120' l00.5 60.J 184.2 110.5 '92.5 1 55.5 163.0 1 97.8 > 120'- 140' 1032 61.9 189.2 113.5 95.1 57.1 16Z a. 100.4 A 1 Tit✓'�T✓'' . > 140'- 160' 105.6 63.4 19J.6 116.2 973 58.4 171.J 102.8 �,TJT71 > 160'- 1B0' f07.8 64.7 1976 '118.6 99.3 59.6 174.9 104.9 - �/" `.`y�?•'��GENSF�''•� �; > 180'-200' 109.8 65.9 201.3 12a8 101.1 60.7 '178.1 106.9 N0.44167 '>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 ���� =•*,: * ,* 117.E 70.1 216.0 129.6 100.5 65.1 191.1 114.7 �; STATE OF ;•��121.0 72.6 221.9 13J.1 111.5 66.9 196.3 1178 ` 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 ` 128.8 77.3 236.1 141.7 118.6 71.2 208.9� 125.3IiI��G\�`` NOTES.. 1.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WINO SPEED OF 170 MPH,AND 2020(7th EOIHON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN Sr.LUCIE&INDOW RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)'THIS WINO LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02070 T/LTECO,INC ASCE 7-16/ WIND PRESSURE CHART M.P STORM PANELS ACCORDION&84MW SHUTTERS"' DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER BE RESPONSIBLE S. THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.lI BLOCS OB/2S/7070 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES I E O N C. DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART 17LUT IM17NO&ENGINEERIINNl1GpfNCOMPANY BASIC WIND SPEED= 170 mph J.)DESIGN WINO LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM TNIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY °'7J°Nadon:a(.rajA)Mi'-lit'o.HT,.Nu a0.1J°MIet1T'11°° EXPOSURE D.Kd=O,BS 20-I 17 THE CONTRACTOR OR PERMIT HOLDER(.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). C4-0006719 DRAWING No WALTER A. 77LU[Jr.P.E. rv•^* OxAsnuv art Arv.xe asmm�°° art FLORIDA Ue./44167 1ao IT-u� SNEET 1 OF 1