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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE h CLADDING (P.S.F.) FOR ASCE 7 10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED 170 mph RISK CATEGORY U BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEIV'D ;'TAR 03 7017 PEAK L••GREATER OR EQUAL THAN 7'-9"AND L••LESS THAN 7'-9" L••GREATER OR EQUAL THAN 12'-J" ROOF LESS THAN t2'-J" HEIGHT POSMVE NEGATIVE POSITIVE NEGATIVE P051TIVE NEGATIVE (h) UL TBd TE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 0'- 15, 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57J 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15-20' 80.4 48.2 IO76 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF >20'25' 83.6 50.2 111.9 671 79.8 47,9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES STORM ANEL>25'-JD' 86.2. 51.7 115.5 69.3 82,4 49.4 107.7 64.6 773 _ 46.4 97.4 58.4 **L ACCORDION SHLUTTER ' ENGTH >30'-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 B4" 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 -.9 *** PRODUCTS WHICH BEAR A >50'-60' 97J 58.4 1J0.3 78.2 92.9 55.7 121.5 72.9 872 52.J 709.9 65.9 M"-d10E COUNTY OR A 57ATE OF FLORIGLA'APPROVAL &ADING's PEAK ROOF HEIGHT vs DESIGN WI MD PRMURE MR COMPONENTS FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET�r BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS _ RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEPpf 401 PEAK L••LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-J' ROOF HEIGHT POSITIVE NEGATIVE POSMVE NEGATIVE (h) ULTIMATE A.S.O. :16Z TE A.SO., ULTIMATE A.S.D. ULTIMATE- A.S.D. >60'-70' 91.5 54.9 7 100.6 84.3 50.6 148.4 89.0 B!/ILD/NGSCHEMA93.6 56.2 6 1 86.2 51.7 151.9 91.1 >BO' 90 95.6 57.4 2 105.1 88.0 52.8 155.0 93.0 O' 97.3 58.4 4 07.4 89.7 53.8 1579 94.7 > 1D0'- 120' 100.5 60.3 2 f10.5 92.5 55.5 f63.0 78> 120'- 140' lOJ.2 61.9 .2 113.5 95.1 57.1 167.4 f00.4 Ito > 140'- 160' 105.6 63.4 19J.6 116.2 973 58.4 171.J 102.8 11111 P�,��,,.• `���✓L 9 > 180'-200' 109.8 .65.9 201.J 120.8 101J1 1 60.7 178.1 106.9 ``,11, �; �CENs�c••.,•�s >200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 ;• No.44167 >250'-300' 1 f78 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >JOD' 350' 121.0 72.6 221.9 133.1 111.5 66.9 1963. 1178 %"fl•: STATE OF (/ >J50'-400' 123.9 74.3 7271 136,3 114.1 68.5 200.9 120.5 P 1111�/ >450'-500' 128.E 773 2J6.� 14�.7 118.6 71.2 -2085.9 125.3 ems•"CORIO•'• 11 This is Nof A Master Drawing, s�oia....E' Valid Only For One Time Permit, NOTES: 1.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD GIANT PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC IWND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, M4R7W,ST. LUCIE&INOMN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFURIATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10'/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SPEED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE T/ME BUILDING PERMIT. STORM PANES,ACCORDION&BWM4 SHUTTERS SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART RISK CAT. 11 SLOGS 0611 V15 WIND PRESSURES ARE ULTIMATE AND AS.O.PRESSURES. 4.J)HIS WIND LOAD CHART SHALL or CONSIDERED/NYAUD!F ALTERED BY ANY MEANS. L E C O ,,,. W/NQ PRESSURE CHART DATE T/LLIT TESTING t ENGINEERING COMPANY BASIC WIND SPEED- 170 mph 15-188 SJ DESIGN WIND LOAD SELECTED 8Y THE CONTRACTOR OR PERMIT HOLDER fROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT'PREPARED BY aaaa x.w.aaa si. tt.sas wroau GwpexS n vlea EXPOSURE D,Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPR[i1D5'IfEfT,OPENING SCHEDULE/TAKE OFF SHEET,ETC). w,"".:(sw)en-rsla.719 ryw nr-rsar EB-00067T9 aouvmr am aOCmrpy DRAWING No WAITER A TlLLl7 Jr.P.E. as rr-rn r/u r FLORIDA Ue.j 44167 a Ipg, ra SNE£T I Of 1