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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RE51D£NTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) `;-:CEIVED APR 0 7 2016 PEAK L-LESS THAN 7'-9' L--GREATER OR EQUAL THAN 7'-9'AND L-GREATER OR EQUAL THAN 12-J' ROOF LESS THAN 12'-J' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULAYATE - ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. * INDMATED DES/GN WHO PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 .4J.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 64.6 76.8 46.1 100.4 60.2 72.0 43.2 - ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. ' >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 **L ACCORDION SHUTTER SH TER >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 BLADE LENGTH OR&WAW 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 6J.9 *Aif* PRODUCTS WHICH BEAR A >50'-6o' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 B72 52.3 109.9 65.9 MIAMI-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P.SF.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEElat BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P�,OPo f `FS PEAK L••LESS THAN 12-5' L••GREATER-OR EQUAL THAN 12'-J' ROOF HEIGHT POSITIVE NEGATIVE POSIFIVE NEW FIVE (h) ULFINATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. >60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMA TIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >9D'- too' 97.3 58.4 178.4 107.4 89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 I44N44iiiii� `> 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 \11111.�,� > 140'- 160' 105.6 6J.4 19J.6 116.2 973 58.4 171.3 102.8 •'•••••�••• ✓ > 160,- 180' 1078 64.7 1976 1 .6 99.3 59.6 174.9 104.9 \\\\y�: •JCENSF••..'9 >-230--250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 101.1 60.7 178.1 No.44167 •s 3 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7lk 66.9 196.J FIZ8 >3500'-400' 123.9 74.J 227.1 1J6.J 114.1 68.5 200.9 120.5 0 STATE Op, ko -e� 9 •.>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 = A '�his is Nol A Master Drawing, a6\ >450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 �ss��roA�•E 11111 I'��•qin/.rITT I Valid Only For One Time Pero, N I.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHART.PREPARED BY AOS ENGINEER,EASED ON ASCE 7-10,FOR A 04S/C WIND SPEED OF 170 MPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, Sr. LUCIE&INDWJ RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES.IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECIFIC PRLVECT. STORM PANELS 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 TIME BUILDING PERMIT. ASCE C,ACCOR010N&BNLAMA SHUTTERS 4tM SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE 5ELEC17ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.#BLOGS 06/t t/t5 WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES. 4.)1NI5 WIND LOAD CH4RT SH4LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, LIE-CO I N e. WINO PRESSURE CHART DATE m 5.)DESIGN WIND LOAD SELECTED BY THE CON7RACIDR OR PERMIT HOLDER FROM)H/5 WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 8Y ..... p ALUT 7ES77NG&ENGINEERING COMPANY 645/C Who SPEED- 170 ph xx:.tsu.51 Sm.mr.tucwu cwnwr,rz.alae EXPOSURE D,Kd-0.65 THE CONTRACTOR OR PERMIT HOLDER(e,q.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Pow.:(w�Je71-I'JJo.Fa.:(]OY747I-1371 DRAWING No ES-0006719 015C°°o1'° orAwrnv ' WALTER A TILT Jr.P.E. m rr-rn i,;K nr FLORIDA Lia I44167 T a oxvnra IiI ISHEET 1 Ol 1