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HomeMy WebLinkAboutEngineering Map/ma's PEAK PnnF unaHr vg DESIGN WINO PRESSURE FOR COMPONENTS k CLADDING (8SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET qr BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L••LESS THAN 7'-9" L••GREATER OR EOUAL THAN 7'-B'AND L••GREATER OR EQUAL THAN 12'-5" ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSH" NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.SO. * CORRESPOND DESIGN PRESSURES o'- is' 76.4 45.8 102.4 61.4 73.0 438 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUM END ZONE AND OF'ZONE CONOmONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALLLL ROOF' >20'-25' 83.6 50.2 111.9 67.1 79.8 479 104,4 62.6 74.8 44.9 94.4 56.6 SLOPES. ' >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 974 58.4 **L ACCORDION SHUTS 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 1024 61.4 SHUERHEIHT. 89NAAIA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 a7Txtal'PRODUCTS WHICH BEAR A >50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 YIANI-640E COUNTY OR A STATE OF FLORIDA APPROVAL BUILD/NGS Aqv ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P S.F.) FOR ASCE_?-10_- PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED- 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ?it E QHS PEAT( L••LESS THAN 12-3' L••GR£AIER OR EQUAL THAN I2'-3" C® ROOF r- HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE C=D SQL (h) ULTIMATE FAST. ULTIMATE A.. 0. ULTIW7L A.S.D. ULTIMATE 1 A.S. Ll- >60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMAT/C T--q 93.6 iau 171.6 10 86.2 51.7 151.9 91.1 >80'-90' 95.6 574175.2 105.1 88.0 52.8 155.0 93.0 4 >90'- Too' 973 . 178.4 /074 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 4oTii4iAAAi�� > 140'- 160' 105.6 63.4 1936 116.2 973 58.4 171.3 rote �iT�'�P���K A..r��/r�_ > 160'- IBD' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ,1�4 ;•.\Cj ENse i > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 W >200'-250' 114.1 68.5 209.2 125.5 105.2 631 185.1 111.1 ;' N0.44167 w >250'-JOB' l l78 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >JOB,-350' 121.0 72.6 221.9 1331 111.5 66.9 /96.J 1178 >350'-400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 ` STATE OF A >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 ' �.<`•'••;�ORIO�:�'�����',3/�(�/(o >450'-500'1 128.8 1 773 1 2J6., 141.7 118.6 71.2 208.9 125.3 This is Not A Master Drawing. Valid Only For One Time Pert 1.)THISCER7IRED SIGNED AND SEALED WIND LOAD CHART;PREPARED*By THIS ENGINEER,BASED ON ASCE 7-I0,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN,ST.LUCIE&IND 4W RNER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES.IS COMPLETELY GENERIC AND DOES NOT PROVIDE lNR1RM4TION FOR A SITE SPEC/RC PROJECT. 2)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND 047M BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME STORM PANELS, / WIND PRESSURE CHART AS SHOWN ME BU/!DING PERMIT ASCE EACCORDION&B4LAM4 SHUl7Dt5 114 SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERICWIND LOAD CHART. RISK 04T.R BLDGS 06/1 V15 WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES. L E C O N e. WINQ PRESSURE CHART 01E 4.)1H/5 WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS B457C WINO SPEED 170 mph 7ILLJT TESTING&ENGINEERING COMPANY 7CWNDEXPOSURE O,Kd L70 1 S-TSS 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 "'' s7,f�N.Feu.5I.m..iw.Hm-axu cwo[rs,n.urea 7HE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEOULEAAKE OFF SHEET,ETC.). Phon.+(",A71-1=.f-(An1Je71-rxir EB-0006719 >o'/ onr /�/` ttaarmv DRAW/NG No WALTER A TILL?Jr.P.E. FLORIDA Uc. 44!67 a.AgMl� SHEET / OF 1