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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS d CLADDING (P.SF,) FOR ASCE 7-16 -.PEAK ROOF HEIGHT LESS THM OR muu TO 60 rcer � BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS' RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L••LESS THAN 7'-9' L-GREATER OR EQUAL THAN 7'-9'AND LN GREATER OR EQUAL THAN 12'-J" ROOF . LESS THAN f2'-J' ' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULHMATf A.S.D. ULTIMATE A.S.D. ULTIMAIf .A.S.D. ULUMATE A.S.D. INDICA0'- 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 CORRESTPOND TED O TWIND E MAPRESSURES MUM E 0 > r5'-20' 80.4 48.2 r076 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 ZONE AND INTERIOR 90.8 54.5 .AND FOR ALL ROOF ZONE CONDITIONS >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.6 44.9 94.4 56.6 .SLOPES. =STORM PAN , >25'-30' 86.2 51.7 115.5 69.J 82.4 49.4 f07.7 64.6 77.3 46.4 97.4 58.4.. **L ACCORDION SHUTTERR >JO'-40' 90.7 54.4 121.4 72.8 86.6* 52.0 113.3 68.0 B1.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 S27 9DO 54.0 1177 70.6 84.4, 50.6 06.5 63.9 84 920. aaT PRODUCTS WHICH BUR A f09.9 65.9>50-60' 973 55.7 121.5 72.9 B72 52.3 M/AMI-OADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY B BUILDINGS ' RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 00, PEAK L••LESS THAN 12-3' L-GREATER OR EQUAL THAN f2'-5' - ROOF HEIGHT POSITIVE NEOARVE 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.J 50.6 148.4 89.0 BUILDING SCHEMATYC > 70'-80' 9J.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9o, 95.6 57,4 175.2 105.1 88.0 52.8 155.0 9J.0 >9o'- Too' 97.J 58.4 176.4 IOTA 89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 97.8 "1„'111�1111fI+) > 120'- 140' f03.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 ��q�cR A'T�(( > 140'- 160' 105.6 63. 193.6 116.2. 97.3 58.4 171.3 102.8 ��Q�, .•"""'••, ✓ �i > 160'- 180' 107.8 _'64.7 197.6 11,816.. 99.3 _59.6_. 174.9 -)04:9- �1�\ �:'•�,��ENSF ''•�' %= > 160'-200' 10A8 65.9 201.3 101.1 60. 178.i 0 No.44167 ` >200'-25o' 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 65.1 191.1 114.7 � �®�V 1�� _�-9o'•'�STATE OF >Joo'-J50' 121.0 72.6 221.9 113.1 111.5 66.9 196.J I178 >J5o'-400' 12J.9 74.3 227.1 rJ63 114.1 85 209 120.5 0 1 1. 1>40'-5 ' 128.8 773 236. 14.7 118.6 7.2 208.9 1 125.3 �•�'��a I IIIHI�`�``` AIQIESt 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-I6,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(71h ED1770N)FLORIDA BUILDING CODE-BROWARD, PALM BEACH( MARTIN Sr. LUCIE&INDOIN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 1)'THIS WIND LOAD CHART MUST BE SIGNED,"SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02020 TILAECO,INC ASCE 7-16/ WIND PRESSURE CHART M.P STORM PANELS,ACCORDION&BANANA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC1/0N OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD.CHART. RISK CAT.'//SLOGS OB WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 12312020 I LE C O m c, /.)THIS WINO LOAD CHART SHALL HE CONSIDERED INVALID IF ALTERED BY ANY MEANS. � WIND PRESSURE CHART DATE 71LUT 1ESIIND t ENO/NEER/NO COM/ANY BASIC WIND SPEED� I70 m h ` ft47J NW.Jallt Sl.Slw JG2,NM:WG GAR R.AI44 P 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PFRMIT'HOLO[R FROM IRIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Pn.�.:(ov)eTr-rm0.FR,:(xe 4,%n.r EXPOSURE D,Kd=O,BS YO-I 17 THE CONTRACTOR OR PERMIT HOLDER(.p.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). CA-0006719 DRAWING 7 WALTER A 77LLlT Jr.P.E. art m.x. aaxwlw - N. FLOR!(W Lk.f 44f67 a0 n-ra� aV2ymw E SHEET 1 OF 1