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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MSA- P S F-FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR QUAL W 60 FEET BASIC WLND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK I-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND Lam•GREATER OR EQUAL THAN 12'-3' ROOF LESS THAN 12'-3' HEIGHT PoSNIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE ASD. ULTIMATE aSD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE a&0. INDICATED _ * CORRESPOND DESIGN WEND PRESSURES 01- 15' 76.4 45.8 102.4 61.4 73.0 4J.8 95.5 57.J. 68.5 41.1 86.4 51.8 CORRESPOND TD THE MAXIMUM,ENO > 15'-20' 80.4 48.2 107.6 64.6 76.6 46.1 100.4 60.2 72.0 4J.2 'ZONE AND INTERIOR ZONE CONOfnONS 90.8 54.5 AND FOR ALL ROOF r>7 (�) >20'-25' 83.6 50.2 111.9 1 67.1 79.8 479 104.4 1 62.6 74.8 44.9 94,4 56.6 SLOPES >25'-30' 86.2 51.7 !15.5 69.3 82.4 49.4 107.7 64.6 773 46.4 97,4 58.4 **L a STORM ACCORDION£SH�UTTER >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BARM A SHUTTER HEIGHT. 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.6 639 PRODUCTS WHICH'BS4R A 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 UAMJ-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL C BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S.F.) FOR ASC 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET � BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS 2� RESIDENWAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) 1-.a 9500f ��1GO' PEAK L••LESS THAN 12-5' 1"GREATER OR EQUAL THAN 12'-3- ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTWTE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMAT/C >70'-80' 936 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >so,-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- 100' 97.3 58.4 178.4 107.4 89.7 538 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 97.8 IILL > 120'- 140' 1032 61.9 189.2 113.5 95.1 57.1 167.4 100.4 111100 ��{`.rl( > 160'- 180' IO78 64.7 197.6 118.6 99.3 59.6 174.9 104.9 `11111 � ........... G > -200' 109.8 .9 201.3 .8 101.1 60.7 178.1 106.9 `�� >200'-250' 114.1 68.5 209.2 125.5 105.2 631 185.1 111.1 NO,44167 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 .* >Joo'-350' 121.0 72.6 221.9 1331 111.5 66.9 196.3 l 17.8 %�'•; STATE OF 1 .� >J50'-400' 123.9 74.3 227 1 136.3 114.1 68.5 200.9 120.5 IJ9.1 116.5 DO >450'-500' 128.8 773 236.4 75.8 81 14.7 118.6 7�.2 208.9 125.3 -�'O3;F��R.... ��'1��,3/�(�/lv ;l 400 This is Not A Kesler Drawing. =- sop�� NO Valid Only For One Time Formil, 1.)THIS CERTFIEO SIGNED AND SEALED WINO LOAD C1/4R4 PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (51h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARLIN, ST. LUCIE&INDIAN RNER COUNTIES APPLICABLE RISK CATEGORY BUILD/NG&EXPOSURES/S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND d1TED BY THIS ENG/NEER EF USED TO OBTAIN A ONE TME BUILDING PERM/T. STORM PANELS ACCORDION&BWM4 SHUTTERS SCALE J)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. IX RISK CAT. II BLDGS 061I15 WHO PRESSURES ARE ULTMATE AND ASO.PRESSURES 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. I L. ECG 1 N e. WIND PRESSURE CHART DATE 71LUT TESTING&ENGINEERING COMPANY BASIC WEND SPEED- 170 mph 5.)DESIGN TRA LOAD SELECTED BY M£CONTRACTOR OR PERMIT HOLDER FROM TMS WHO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMEM'PREPARED BY - sue&w.J4N se.sr.xx aawu GiRKUS Ez.urea EXPOSURE A Kd-a85 15-188 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPEN/NC 3CNEOULE/TAKE OFF 3NEET,ETC.). Pxw�.:rywJen-I 000 719 ryo�Jen-lxil �x. ancar>Ipr alr ry m anrmml art DRAWING No EB-0006719 WALTER A. TILLN Jr.P.E. clx II-In U/u _ FLDRIBILIc. 44167 I.rollvrzs a SHEET 1 OF 1