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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT va DESIGN W/ND PRESSdRE FOR COMPONENTS & CLADD/NG (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS rHAM nv EOUAl ro an FEET BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED HOA! 04 2016 P C••LESS THAN 7'-9' HEIGHT POSITIVE GREATER OR EQUAL THAN 7'-9'AND . L^GREATER OF EQUAL THAN lZ'-J' r U,� GF POSITIVE TME POSITIVE LESS THAN IZ'HfGATIVE POSITIVE NEGATIVE " L 6`= �� L� L (h) ULTIMATE A.S.O. ULTIMATE A-SA ULTIMATE ASO.• ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. * INDICATED DESIGN WAD 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 70 THE MAX/MUM END > 75'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE COND/nONS 90.8 54.5 AND FOR ALL ROOF 83.6 50.2 111.9 67.1 79.8 47,9 104.4L70.6 .6• 74.8 44.9 94.4 56.6 SLOPES. 86.2 51.7 115.5 69.3 82.4 49.4 107.7 .6 77.3 46.4 97.4 58.4 #XT L-STORM PANEL LENGTH ACCORDION SHUTTER 90.7 54.4 121.4 72.8 86.6 52.0 113.3 .0 81.2 48.7 102.4 61,4 BLADE LENGTH OR 84HAM4 SHURER HEIGHT. 94.3 56.6 126.2 75.7 90.0 54.0 117.7 84.4 50.6 106.5 63.9 PRODUCTS WH/LH BEAR A 97.3 58.4 130.3 78.z 92.9 55.7 121.5 .9 87.2 52.3 109.9 65.9 MLUR-OADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GRFArEg THAM an ccrr BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE). PRO FSS `f, PEAK L••LESS THAN 12-5' L••GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NfGAAVE POSITIVE NEOADVE (h) ULTIMATE ASA ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 1 148.489.0 9U/LD/NG SCHEMATIC > 70'-80' 93.6 56.2 177.6 103.0 86.2 51.7 151.9 91.1 >so'-9o' 95.6 57.4 175.2 1 105.1 88.0 1 52.8 155.0 t 93.0 >90'- 100' 973 58.4 178.4 107.4 89.7 1 53.8 1 157.9 94.7 > 100'- 12o' 100.5 60.3 184.2 110.5 92.5 55.5 1 163.0 97.8 I,,���APP--�-- > 720'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 700.4 ,10tt > 140' o' 105.6 193.6 97.3 58.4 771.3 102.8 I,1,''�+�`�A. rl�//• 160•_ lOZ8 64.7 200• lose 65.9 201.3 118.6 901.1 60.7 178,1 106.9 >200'-25G' 114.7 68.5 209.2 125.5 105.2 63.1 185.1 1 111.1 NO. 4167.S >250'-JOO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-750' 121.0 72.6 221.9 133.1 111.5 66.9 1 196.3 117,8 -o STATE OF ' >J50'-400' 123.9 74.3 227 1 136.3 114.1 68.5 1 200.9 120.5 >4500'-500' 128.8 773 2J6.18 141.7 118.6 69.9 208.9 125.3 ZO,Lt�s...........Q%�����',1�,,3/ This is Nof A bier Drawing. o_,s Valid Only For One Time Permif. NO -- 1.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A LIAS/C WIND SPEED OF 170 MPP,AND 2074(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, Sr. LUCI£&INDIAN RNER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/FIC PROJECT. 2.)THIS WIND LOAD CHART MUST BE SIGNED,smEO AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE AME BUILDING PERMIT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN , •++ J.)CONTRACTOR OR PERMIT HOLDER TO RESPONSIBLE FOR THE S£(ECAON OF DESIGN WHO PRESSURE 1LLSE0 ON THIS GENERIC WHO LOAD CHART. STORM PANELSACCORDION&B46M SHURERS SCALE - WIND PRESSURES ARE ULTIMATE AND A.S.D.APRESSURES RISK GIT. II SLOGS 06/17/15 4.)THIS WIND LAAO CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS ' ECO N c, WINQ PRESSURE CHART DATE 5.)DESIGN WIND LOAD SELECTED BY THE CONIPACTOR OR PERMIT HOLDER FROM THIS 47ND LG 40 CHART SHALL BE INDICATED ON A SEPARATE DOCUMEArY PREPARED BY 7/LCIT TE3T/NG&ENGINEERING COMPANY BASIC MND SPEED- 170 mph THE CONTRACTOR OR PERMIT HOLDER e. SPREADSHEET,OPENING SCHEDU I=D.w JAN"J67,.. ..NAf.IN41 GWOEN$ft.UTAA EXPOSURE D.KU-0.85 15-188 (g., LE/TAKE OFF SHEET,ETC.). M. (JOSIt m.Fw:(wlen-rml .n,x• oL.T.ytmx .ry,,., DRAWING No EB-0006719 .• WALTER A. ALUT Jr.P.E. an Ir-rn K. FLORIDA'Ue. 44167 A, SHEET 1 OF 7