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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8sx..) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAM OR EQUAL m 60 FEET ;O� BASIC WIND SPEED - 170 mph RISK CATEGORY 7I BUILDINGS _ RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L-LESS THAN 7'-9" L"GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-5" ROOF LESS THAN 12'-5" HEIGHT POSIUVE NEGATIVE POSITIVE N£GA17YE POSmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 * CORRESPINDICATEOND DESIGN E A PRESSURES _ 86.4 S1.B CORRESPOND TO THE MAXIMUM END > 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 ANND N ALAND L ZONE CONDMONS . >20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6. 74.8 44.9 94.4 56.6 saPLa. >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97,4 58.4 **L e AACCCORDION RM SHUTTER L>40'-L50' 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 SHU LENGTH T. BA1LLVA SHUTTER NGT Hl. 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.95O• 97.1 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 *** PRODUCTS WHICH u�OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT m DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S•F,) FOR ASG£ 7-f0 - PEAK ROOF HEIGHT GMrER THAN an FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PaoofNj `f(� HEAD PEAK L"-LESS THAN 12-5" L^GREATER OR EQUAL THAN 12'-5" ROOF HEIGHT POSITIVE NEGATIVE POSIT/V£ NEGATIVE (h) ULTIMATE D. ULTIMATE ULTIMATE I A.SD. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 89.0 BU/LO1NG SCHEMATIC -80' 93.6 171.6 7uj.0 86.2 51.7 151.9 91.1 >80•-9o' 95.6 1 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >9o'- /00' 971 1 58.4 178.4 1 107.4 89.7 53.8 157994.7 > rD0'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 1 97.8 ' �j77iiiiiri�� > 120'- 140' 1OJ.2 61.9 189.2 113.5 95.1 571 167.4 100.4 ,1�L Lu > 140•- 160' 105.6 1 63.4 193.6 116.2 97.3 58.4 171.J 102.8 ,,s'P�,�...........Nf✓ > 160'- 180' 107.6 64.7 1976 118.6 99.J 59.6 1 174.9 104.9 ..0 > 180'-200' 109.8 65.9 207.3 120.8 101.1 1 60.7 1 178.1 106.9 ``� V i >200•-250• 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 No.44167 >250'-J0o' 117.8 70.1 216.0 129.6 108.5 65.1 1 191.1 114.7 >JO0'-150' 121.0 72.6 221.9 13J.1 111.5 66.9 196.3 1178 'b'. STATE OF >350'-400' 123.9 74.J 2271 1J6.3 114.1 68.5 200.9 120.5 1 12a.9 771 2361 149.7 116.6 79.2 208.9 125.3 �O.9 205.1 123.1 �FiS'F�ORIOQ�����d1,3/y/�� This is Nod A faster Drawing; =_"!/Oi;�Via,,,.` Valid Only For One Time Permif, NO 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURE$IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPEORC PROJECT. 2.)THIS WIND LOAD CHART MUST BE sINED,SEALEo AND 047ED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN STORM PANELS,ACLOROION&Bommm SHUTTERS 'SCALE JJ CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT. II BLDGS O6 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. /1 V15 4.)THIS WIND LOAD CHART SMALL BE CONSIDERED INVALID IT ALTERED BY ANY MEANS. I L ECA 1 N c, W/NQ PRESSURE CHART DATE m 5.)DESIGN W7ND L440 SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUM£MTmur 7ESpNG&ENGINEERime COMPANY 8451C WIND SPEED= 170 ph'PREPARED 8Y eJS.f N.N.J-SL.sI.I.AnmuNu cNnOls n.also EXPOSURE o,Kd-065 15-188 THE CON/RACR7R OR PERM?HOLDER(e.g.,SPREADSHEET,OPEN/NG SCNEOUCE/TAKE OFF SHEET,ETC). M..(JaSJD)r-IZ.F-ryarJe]r-rwr DRAWING No EB-0006719 WAL7ER A TILUT Jr.P.E. SHEET I OF FLORIDA Uc. 44167 s•canmts s 9101 r ATY G:-,4 13���