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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT ve DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PSA) FOR SCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY#BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) I?i PEAK L••LCSS 1HAN 7'-9' L•'GREATER OR EQUAL THAN 7'-9'AND L•'6RIATER OR EOUAL THAN 12'-3' C) '- LESS THAN 123' ROOF rC HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE ASO. ULTIMATE ASD. ULTIMATE A.S.A. ULTIMATE I A.S.D. ULTIMATE A.SD. UGT/MATE A.S.D. * 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 THE R 144 CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 47.2 90.8 54.5 AND FOR ALL ROOF L.,. >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 SLOPES g4.4 56.6 **L-STORM PANEL LENGTH C.- > >25'-70' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 ACCORDION SHUTTER _ BLADE LENGTH OR BANANA >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 SHUTTER HEIGHT. },\y >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 PRODUCTS WHICH BEAR A �7 97.3 58.4 1JO.3 1 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 1 65.9 MIAMI-LAVE COUNTY OR A STATE OF FLORIDA APPROVAL t�J BUXaM•a PEAK ROOF HEIGHT mo DESIGN WIND PRE ERE FOR COMEQUOI_s & CLADDING (F-S.F.) FOR ASCE 7-10 - PEAKROOFHEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY IT BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) a R00f N NEAP t �q PEAK L••LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-3' 0 ROOF k1 HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE' (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. > 91.5 54.9 167.7 1 84.3 50.6 I 148.4 as.0 BU/LD/NG SCHEMATIC 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 - D' 95.6 574 175.2 105.1 88.0 52.8 155.0 970 �cr1 >9o'- Too' 973 58.4 178.4 1074 89.7 53.8 157.994.7 J > 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 57 1 167.4 100.41111'Il yip p1 TI(/,• �� > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 \11 PV ,......,,•• f✓ > 160'- 180' 1078 64.7 1976 118.6, 99.3 59.6 174.9 1 104.9 \\\ �::JGENSF'•,.'�z > 18o'-zoo' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 ' 106.9 \\\ >2DD'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 ; No.44167 >25o'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 1 196.3 1178 STATE OF Lu 12J.9 74.3 227.1 136.3 114.1 68.5 200.9 12005.1 .5 f) 7 \ 126.8 7.8 231.8 1311 116.6 77.2 208.9 125.3 � Ods FC�RIOP:••6��11\3/y//� This is Not A Master Drawing. Valid Only For One Time Permit. l.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,B45ED ON ASCE 7-10,FOR A BASIC WINO SPEED OF 170 MPH,AND 2014(50;EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART as SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE DME BUILDING PERMIK STORM PANELS,ACCORDION&5AH4VA SHLQTERS SCALE J.)CONTRACTOR ORPERMIT HOLDER TD BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 94SED ON INS GENERIC WIND LOAD CHART. RISK GAT R BLDGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. L E C O,N c. WIMP PRESSURE CHART °"'E 4.)THIS WHO LOAD CHART SHALL BE CONSIDERED INVALID If ALIEREO BY ANY MEANS BASIC WIND SPEED a 170 mph T/WT TESTING R ENO/NEER/NG COMPANY EXPOSURE 0,Kd-0.85 15-188 5.)DESIGN IWND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS W1N0 LOAD CHART SHALL BE INDICATED ON A SEPARATE OOCUMEID PREPARED BY - - ezu N.x.sem.st s1..aa;xxcu+u cwaxS n.vras THE COMRACIOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDUCE/TAKE OFF SHEET,ETC.). Pn•n•:(44ef4Tr-, .F•.:(smJen-IlFr DRAWING No EB-0006719 WALTER A RLL?Jr.P.E. m rr-rn rpa _ _ FLOR/DA Uc. 44167 ]a towTA1pywal 4 1 1 SHEET I OF }