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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRFMUAE FOR COMPONENTS & CLADDWO (8S, FOR ASGE 7 16 PEAK ROOF HEIGHT LESS MAN n7v ci11FeF rn an cccr K BASIC WIND SPEED - 170 mph RISK CATEGORY!l BUILDINGS F1 �0 RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) R(EVB Fo CODE COMPLIANCE PEAK L••LESS THAN 7'-9" L••GREATER OR EQUAL.THAN 7'-9"AND I-GREATER OR EQUAL THAN 12'-J" 1 S . LUC®��I E COUNTY �6 �•/��.� ROOF LESS THAN 12'-J' (� HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 48 (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.E 68.5 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 f00.4 60.2 72.0 4J.2 90.8 54.5 AND ANDR INTERIO LL ZONE CONDITIONS , >20'-25' 8J.6 50.2 7 11.9 671 79.8 479' 104.4 62.6 74.8 44.9 .94.4 56.6 SLOPES. >25'-Jo' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 **L=ACCORDIONfS�i[a >30'-40' 90.7 [6.6 121.4 72.8 B6.6 52.0 113.E 68.0 81.2 48.7 f02.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 126.2 75.7 90.0 54,0 117.7 70.6 B4.4 50.6 106.5 6J.9J/'** PRODUCTS WHICH BfAR A >50'-BO' 97.E 130.E 7 2 92.9 55.7 121.5 72.9 872 52.E 109.9 65.9 MIAMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & cappme (P,S.F,) FOR ASGE 7-16 - PEAK ROOF HEIGHT GREArca THAN an FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS RESIDENTAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PRGGf PEAK L••LESS THAN 12-3" 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 1677 100.6 84.J 1 50.6 14&4 89.0 BUILDING SCHEMATIC >70'-60' 9J.6 56.2 171.6 103.0 86.2 1 51.7 151.9 91.1 >'Bo'-9o, 95.6 57.4 175.2 105.1 86.0 1 52.8 155.0 9J.0 >90,- tool 97J 178.4 1074 89.7 5J.8 157.9 94.7 ' > 100'- 12D' 100.5 60.E 184.2 110.5 92.5 55.5 16J.0- 978 FEB D 12022 A> 140'- 160' 105.6 63.4 193.6 116.2 97J 58.4 171.3 102.81��((�T FA•A'i ST.Lucie County,^�rmitting > r6D'- 1BD' f078 sa.7 197.E 918.6 99.E 59.6 174.9 104.s ;��;• �)CENSF•'•.p > 180'-200' 109.8 65.9 201.3 120.6 101.1 1 60.7 178.1 1 106.9 - - -_ - - N0.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 1 111.1 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 STATE OF >J00'-J50' 121.0 72.6 221.9 1JJ.1 111.5 66.9 196.J 117E >Jso'-qoo' 123.9 74.E 227.1 1J6.3 114.1 6B.5 200.9 120.5 >400'-450*1 126.4 75.8 231.8 1 J9.1 116.5 69.9 205.1 123.1 >450'-5oo'l 128.8 1 77.E 2J6.1 141.7 118.6 71.2 208.9 125.J .� 00 1.)THIS CERTIFIED SIGNED AND SEALED WHO LOAD CHART PREPARED BY THIS ENGINEER.BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7Lh EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN, Sr. LUCIE&1ND14N RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING h IXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. m202C mTECO INC ASCE 7-16/ WIND PRESSURE CHART M.P 2.J'7NI5 WIND LOAD CHART MUST 8E SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM/T. B STORM PANELS ACCORDION&BANANA SHUTTERS Y "�`� DRAWN J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE MR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. /� RISK CAT.ll BLOGS 0612512020 DRAWN WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. ' C O N C, D1£ 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART TILLIT TESTING tr ENOINEER/NO COMPANY BASIC WIND SPEED=170 m euS xw.Sau.s1.ar..Sm,wmyw.�ccwwppTxi TL.v1en Ph 7.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE lNO1GTE0 ON A SEPARATE DOCUMENT PREPARED BY pl w, rym)a71-tsm.re,;(wS/an-rv1 EXPOSURE D,Kd=0.6E 20-117 THE CONTRACTOR OR PERMIT HOLDER(.p.,SPREADSHEET,OPENING SCHEDULEITAKE OFF SHEET,ETC.). C4-0006719 nuuriuv DRAWING Ha WALTER A.77LLIT J.P.E x. as uic n. euavrtcx FLORIDA Un 66 44767 ac n-1s� aVTLxm SKEET 1 0F 1