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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PR cSURE FOR COMPONENTS CLADDING ($S.F,) FOR ASCE 7 16 PEAK ROOF HEIGHT LESS THAN OR EQUAL rO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMRRCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L"GREATER OR EQUAL.THAN 7'-9"AND L--LESS THAN 7'-9' LESS THAN 12'-J' L•�GREATER OR EQUAL THAN l2'-J' ROOF ' HEIGHT P05mVE NECAHVE POSITIVE NCCANVf POSITIVE NECAI/VE (h) ULTIMATE A.S.D. ULTIMATE A.S.A ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UCT/MATE A.S.D. * INDICATED DESIGN WIND PRESSURES o'- 75' 76.4 45.8 702.4 61.4 730 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 1076 .64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9, 104.4 62.6 74.8 44.9 94.4 56.6. &OPES. >25'-JO' B6.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.J 46.4 97.4 58.4 � **L gT�ROIONPANEL SNUTIfR >JO'-4o' 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 BANANA SHUTTER HEIGHT. 94.3 5.6 126.2 757 90.0 54.0 117.7' 70.6 84.4 50.6 106.5 63.9 �TakAlt PRODUCTS WHICH BEAR A >50'-60' 97.J 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.J f09.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL AUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESS RE FOR COMPONENTS &• CLADDING (P S F,) FOR ASCE 7 16 PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK G4TEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P�p0�f�S PEAK I-LESS THAN 12-3" 1-GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT Pastmr NEGATIVE POSITIVE NEGATIVE (h) U17/114TE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC � > 70•-80' 93.6 56.2 171.6 lOJ.O 86.2 51.7 151.9- 91.1.. ' >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 COPY p�1�� t7`Y,YC9` >Bo'- too, 97J 58.4 178.4. IO7.4 89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 97.8 ` „1��11t11111N11NL > 120'.- 140' 10J.2 61.9 189.2 11J.5 95.1 57.1 16Z4 100.4 a�� ` t2A.TI( RECEIVED > 140'- 160' 105.6 63.4 19J.6 116.2 97.J 58.4 171.3 102.8 `J Q���•"...... (�T�'4� > 160'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 y�,••��GENgF'••.'P OCT 18 2020 >20o'-25o' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No.44167 '. St.Lucie county >250'-JDD' I n.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 s Permitting >J00•-J50' 121.0 72.6 221.9 1JJ.1 111.5 66.9 196.J 117.8 =-o'• STATE of >350'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 � >45O'-5o5o' 128.8 77.J 2J6.1 141.7 118.6 71.2 2088.9 125.3 .�'��+filNilAllt��G````` NON., 1.)THIS CEntinED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED Of 170 MPH,AND 2020(7th ED/HON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN, ST.LUCIE&INDLAN RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIRC PROJECT. 2.)'TN/S WINO LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT. 02020 TILIECO,INC ASCE 7-16/WIND PRESSURE CHART M.PSTORM PANELS ACCORDION&BANANA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT ll BLOLS OB WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES - 123/2020 1 L E C O INC. DATE 4J THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART TILL?TESTING d ENGINEERING COMPANY P BASIC WIND SPEED a I70 m h e1B5 Nw.JaV�,s.s1..rat MRGMA G+R TL 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM17 HOLDER fROM'fHIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Pnw�.+(.rw)an=rv0.Fu+(,T eTl-1111 MI'd . EXPOSURE D,Kd a 0.85 20-117 THE CONTRACTOR OR PERMIT HOLDER(wB.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). C4-0006719 ORAWINO No WL A B 1 Jr.P. FLORIDA E. Ue./44167 aD IH1W SHEET I OF I