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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS h QLADDW (P S.F4) FOR ASCE 7-to - PEAK ROOF H IGHr LESS THAN OR EQUAL TO an c�cr BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESID£NR4, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) OCT 2 PERiAITTIi�G St.Luci(4 COLlnty,P(_ PEAK L"LESS THAN 7'-9" 0-GREATER OR EOUAL THAN 7'-9"AND ROOF LESS THAN 12'-5" L.,GREATER OR£OVAL THAN 12'-5" HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE p"JAIVE NEG77VE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. UL7IMATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0'- 15' 76.4 45.8 1024 67.4 73.0 43.8 95.5 57.3 68.5 41. INDIC470 DESIGN WIND PRESSURES 1 86.4 51.8 CORRESPOND TO THE MAXIMUM END TERI > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72OR ZONE CONDITIONS .0 43.2 90.8 54.5 ZONE AND INAND FOR ALL ROOF >20-25' 83.6 50.2 111.9 67.7 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56SLOPES >25'-JO' 86.2 51.7 175.5 69.3 82.4 49.4 107.7 64.6 773 _ 46.4 97•q 58..6 4 **L-STORM PA LE >JO'-4o' 90.7 54.4 121.4 72.8 86.6 "5.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR a4hAMA UTIER SHUTTER HEIGHT. >iD'-so' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 *** PRODUCTS WHICH BFAR A 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 NLAMI-04DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPMENTS & CLADDING (PPS_F.) FOR ASGF 7-f0 - PEAK ROOF HEIGHT GREATER THAN Bn ccErae BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ?Ep0 `fS•1 �E,G�j PEAK L"LESS THAN 12-5" L••GREATER OR EOUAL THAN 12'-5" ROOF HEIGHT POSITIVE NEGATIVE P051T/VE NEGATIVE (h) ULTIMATE A.S.O. ULT/MATE A.S.D. ULTIMATE A.S.D. ; ULTIMATE A.S.D. > 91.5 5 167.7 1 84.3 50.6 1 148.4 89.0 BUILDING SCHEMATIC 70'-a0' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 91.1 BO' 95.6 .4 175.2 105.1 88.0 52.8 155.0 93.0 >9o'- 100' 97J 58.4 178.4 107.4 89.7 1 -53.8 1579 94.7 > 100'- 12o' 100.5 60.3 184.2 110.5 92.5 55.5 763.0 1 978 LLL�L����� > 120'- 140' 7032 61.9 189.2 113.5 95.1 57.1 167.4 100.4 ,I�I10LQ A•Tit o > 140'- 160' 105.6 634 193.6 176.2 973 58.4 777.J 102.8 ,\,,'y�Q� i`CENI,I /r'�� �� > 160'- 180' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 1 > 180'-200' 109.8 1 65.9 201.3 120.8 101.1 60.7 178.1 106.9 >200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 f No.44167 ••; a >250'-300' 117.8 70.1 216.0 129.6 108.5 . 65.7 191.1 jo7...'58 >J00'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 -a': STATE OF >J5o'-400' 12J.9 74.3 227.1 736.3 114.1 68.5 200.9 ••. >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 C"•"!C(OR10Q '��OS128.8 773 2361 141.7 118.6 77.2 208.9 This is Nof A Masfer Drawing, -`Pss�vro�����,,,.No ��' Valid Only For One Time Permit 1.)THIS CER77RED SIGNED AND SEALED WIND L04D CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5(h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN,ST. LUCIE&INDIAN RIVER COUNTIES APPUG8LE RISK GTECORY BUILD/NG&EXPOSURES/S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2)THIS WIND L040 CHART MUST BE SIGNED,SEALED AND 047E0 BY THIS ENGINEER D'USED TO OBTAIN A ONE TIN£BU/!DING PERM?. TORM PANELS ACCORDION&BAKQM4 SHUTTERS SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED ON THIS GENERIC WINO LOAD CHART. RISK W. 11 BLDGS 06SCALE WIND PRESSURES ARE ULTIMATE AND A.S.D.D.PRESSURES. 11 V15 4.)THIS WIND L(I40 CHART SHALL 8E CONSIDERED INVALID IF ALTERED BY ANY MEWS. 'L C O 1 N e. WlNQ PRESSURE CHART DATE 7/LL/T TESTTNO t ENG/NEER/NO COMPANY �S/C WIND SPEED a 170 mph 5.)DES/GN WIND LOAD SELECTED O THE CON1RACREA OR ET OP HOLDER FROM THIS WIND LOAD CHART SHALL B£INDICATED ON A SEPARATE DOCUMENT PREPARED BY sTm r ,Taw N si..EN!NEE corms,M,Aurae IXPOSURE D,Ktl 0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREAO.SHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC). pnrvn:(TaaJen-Ism,ro,:(ssalen-1.vr DRAWING Na �e E8-0006719Mv.x• oLarnvlM+' az WALTER A TILL?Jr.P.E. °1O 11-1n V. SHEET 1 OF 1 .. 44167 a.aqs / FLORIDA U