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HomeMy WebLinkAboutEngineering HU/LD/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR C2UPONEM & CLADDING (P Ste) FOR ASCE 7 10 - P eu �n�F HE/GHT Ess rx�e� n® rniiei rn Sn Frsr � BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOL ES.4LE) PEAK L-LESS THAN 7'-9` L"GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSIRVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S D. ULTIMATE ASD. ULTIMATE AS-D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES D'- 15' 76.4 45.8 102.4 61.4 73.0 1 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 107.6 64.8 76.8 46.1 100.4 60.2 72.0 43 2 ZONE AND INTERIOR ZONE CONDMO 90.8 54.5 AND FOR ALL ROOF > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 g4,4 56.6 SLOPES. > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 **L -STORM PANEL LENGTH �_ 97.4 58.4 ACCORDION SHUTTER > 30'-4D' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR B4HALIA SHUTTER HEIGHT > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 *** PRODUCTS WHICH BEAR A 109.9 65.9 MIAMI-RADE COUNTY OR A STATE OF FLORIDA APPROVAL AMD/NG'S PUK ROOF HEIGHT vs DESIGN WIND PREQR M FAR COMPANENIS & CLADDING (P S F„) FOR ASCE_7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L""LESS THAN 12-3" L"'GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. > 60'- 70' 91.5 54.9 167.7 100.6 84.3 1 50.6 1 148.4 ; 89.0 BUILD/NG SCHEMA > 70'- 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80'- go' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 r 93.0 >RW_- 97.3 178.4 1 89.7 53.8 157.9 94.7 > foo'- 120' 100.5 60.3 184.2 1 110.5 92.5 55.5 163.0 j 978 > - 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 ,,l f ®� > 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ."JG ENSi'`:P > 160'- 200' 109.8 65.9 201.3 120.8 JOi.J 60.7 178.1 106.9 \\ > 200'- 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 NO. 44161 > 250' - 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 66.9 196.3 117.8 * '� STATE OF '��� > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 1 12.3.1 50 14 .7 ........."� '-500' 128.8 773 236.7 7 118.6 77.2 208.9 125.3 _ods �OR� ... ��� This is Not lylastef Draing, > 4 • . , :. �r !or�ALNo Valid Only For One mime Peimif, s t.)THIS CERHF7ED SIGNED AND SEALED WIND LOAD CHART; PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASTC WIND SPEED OF 170 MPH AND 2014 (5th EDITION) FLORIDA BUILDING CODE- BROWARD, PALM BEACH, MARTIN, ST. LUCIE& APPLICABLE RISK CATEGORY BUILDING&EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SI7E SPECIFIC PROJECT. 2.) THIS WIND LOAD CH4RT MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE TIME BUILDING PERMIT ASCE 7-10 / WIND PRESSURE CHAR] STORM PANELSACCORDION&B*" SHUTTERS , 3.)CONTRACTOR OR PERMIT HOLDER TO RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE BASED ON ANIS GENERIC WIND LOAD CHART. RISK C4T. 11 BLDGS WIND PRESSURES ARE ULTIMATE AND A.S.D.APRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS. I L E C 1 N c. WIND PRESSURE CHART S 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMEN,"PREPARED BY 7TLLT TESTIND&ENGINEERING COMPANY BAIC WIND SPEED- 170 mph6355 NW.36M.SL S1.Jas,WRGMa rARDM a 33166 EXPOSURE D. Kd 0.85 THE CONIR4C7OR OR PERMIT HOLDER(e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.), phone;(30.51871-1sw,s:(JOS)871-1531 ,by 6aa6vnOR AMTar R. 6aa®1m1I EV-0006719 WALTER A 77LUT Jr. P.E. r oIa rr-1n /lrps r FLORIDA J. 94167 a 3 4 colmn ps 4