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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING M&F,) FOR ASCE 7__10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FFFT BASIC WIND SPEED a 170 mph RISK CATEGORY U-BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P L••GREATER OR EQUAL THAN 7'-9'AND C••LfSS INAN 7'-9' LESS THAN 12'_3' L••GREATER OR EQUAL THAN IT'-J' ROOF HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATIVE pO511/VE NEGAAYE (h) ULTA"IE A.SD. ULRMATE A.S.D. ULTOIATE A.SO. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASA. * INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MU1L END > 75'-ZO' 80.4 48.2 107.6 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 SLOPES . >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 97,4 58.4 **L ACCORD-STORM ION SHUTTER >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 0R IMNAA/A SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 at** 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 MIAMI-BADE COUNTY OR A STATE OF FLORIDA APPROVAL :"n BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN aQ BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 1� Pipf�S 00G PEAK L••LESS THAN 12-J' L••GREATER OR EQUAL THAN 12•-5' ROOFTv HEIGHT POSITIVE NEGATIVE POSIT/VE NE54 YE G lhI ULOMGTF A.SDP, ULTIMATE A.S.O. UL7/NATE A.S.D. ULHNATE A.S.D. QJ >60,-70, 91.5 1 54.9 167.7 100.6 84.J 50.6 1 148.4 89.0 BUILD/NG SCHEMATIC > 70'-B0' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >Bo'-9o' 95.6 574 175.2 105.1 88.0 52.8 1 155.0 93.0 >9o'- 100' 97.3 58.4 178.4 1074 89.7 538 I 1579 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 L1,1''�R > 105.6 63.4 193.6 97.3 58.4 171.3 102.8 1,\�Q ••••,•,,•••���✓ 0, 180, 1OZ6 59.6 704.9 > 160 -200' 109.8 fi4.9 201.3 120.8 10131 60.7 178.1 ° 106.9 \\\\\ �; VCENSF'•,:� ��--'' >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1. o.44167 \ �k.=� 717.8 70.1 216.0 129.6 108,5 65.1 191.1 114.7 121.0, 72.6 221.9 133.1 111.5 66.9 196.3 1178 �'. STATE IF >400•-450' 126.4 75.8 231.8 139.1 1166 120.5 69.9 20x1 123.1 ��.�`•''•F�ORIOP:'� \\\\,3/y//(v 126.E 773 2)61 141.7 1118.6 71.2 208.9 125.3 This is Nof A Master Drawing, Valid Only For One Time Permifr N 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&1NDAN RNER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMARON FOR A SITE SPECIFIC PRO/ECT. - 2.)1N/5 WIND LOAD CHART MUS/BE S/CNED.SEALED AND DATED BY THIS ENC/NEER IF,USED TO OBTAIN A ONE NASCE 7-10/ WIND PRESSURE CHART AS SHOWNNE BUILDING PERMIT. STORM PANELS,ACCORDION&84h"SHUTTERS!•• SCALE J)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SLLECNON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC W/ND LO4D CHART. RISK M. 11 BLOCS 06/I V15WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 4.)THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. L E C O 1 N e. WINO PRESSURE CHART DATE TlLLIT YESONO&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph 5)THE C WN0 LOAD SELECTED O THE CONTRACTOR DR PERMIT WING SC FROM THIS WND LOAD CHAR!SHALL BE INO/CATFO ON A SEPARATE DOCUNFN.'PREPARED BY EXPOSURE D,Kd-0.85 15-188 THE CONTRACTOF OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC). esas Nw.acro.sr.sv.sat urAmzM fiwaDq n aaraa DRAW/NG No roan.:(JOa�l 00.fa•:(aWlali-Ialr fY-0006779 a.aanrNH' arr wvnarr WALTER A.T/WT Jr.P.£. Oto rr-rn r/ra - - SHEET 7 OF 1 ROR/D4 Ue. 44167 s.avartAa a