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HomeMy WebLinkAboutEngineering dLl 8U/LD/NG S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MS-F.) FOR ASCE 7 16 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO an FEET * yy BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS EYE.'. c® � RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) //O V( Y aE EWvVED FOf ,ad.,r0DEp aaCCgg31r/'1��Faa�p�l••�y� 90yya�10E S G. IILUCIE C01) G 6f PEAK L"LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND L"GREATER OR EQUAL THAN 12'-J" (LJl`I _I ROOF LESS THAN 12'-3- HEIGHT POSITIVE NCGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES D'- 15' 76.4 45.8 702.4 61.4 73.0 93.8 95.5 57.3 6B.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTER/OR ZONE CONDITIONS > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 "7.9104.462.6 74.8 44.9 g4,4 56.6 SLOPES. >25'-30' 86.2 51.7 715.5 69.3 82.4 64.6 773 46.4 L=STORM pANFL LENciH97.4 58.4 ACCORDION SHUTTER >JO'-4o' 90.7 54.4 121.4 72.8 86.6 68.0 87.2 48.7 10, 614 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >4a'-5D' 94.3 56.6 126.2 75.7 90.0 70.6 844 506 PRODUCTS WN/CN BEAR A >50'-697.3 58.4 130.3 78.2 92.9 72.9 872 52.3 109.9 65.9 MIAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-ye PEAK ROOF HEIGHT GR AT a THAN 6o FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTTAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) P�oGNS SET) PEAK L"LESS THAN T2-3" L'•GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE 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 BU/GOING SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >Bo'-90, 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >90'- Too' 97.3 58.4 178.4 1074 89.7 53.8 157.9 94.7 ' > 100'- 120' 100.5 60.3_ 184.2 110.5_' 92.5 55.5 163.0 97.8 > 120'- 140' 103.2 61.9 189.2 173.5 95.7 57I 1674 100.4 A.A.T/4 Nz > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 `J Q�, ..ENS•. �� > 160'- 180' 7078 64.7 197.6 718.6 99.3 59.6 174.9 104.9 �` . \. F.• > ISO,-200, 109.8 65.9 201.3 720.8 101.1 60.7 178.1 106.9 _ N0.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.7 191.1 114.7 = ' >300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 =-o'•• STATE OF �� >J50'-400' 123.9 74.3 227.1 736.3 114.1 68.5 200.9 120.5 �00 450 >450`-500' 128.8 773 236.� 14�.7 718.E 7�.2 208.9 725.3 / It gl'VAp1n�``; NO Q THIS CERTIFIED 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 EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MAR7IN, ST. LUCIE&INDOW RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. _ 02020 H17100,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2.)'7H/S WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED i0 OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&BANANA SHUTTERS� DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECT/ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. RISK CAT. lI BLOGS DB/2312020 IL E C O 1Nc. WIND PRESSURE CHART DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 77WT TEST/NO R ENGINEERING COMPANY mm Nw.TESTING m. E INEE GIG C B.ANY BASIC WIND SPEED= T70 mph 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 AM :ryasJ9Tl-Imo.far:(sI)E,11 I EXPOSURE D.Kd=0.85 PO-1 17 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). GA-0006719 DRAWING Na WALTER A TRLIT✓r.P.E. °�" In°�^nV FLOR/D4 Lf.®44167 SHEET 1 OF 1