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HomeMy WebLinkAboutEngineering BUILD/NGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS CLdDD/NG (P SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL m 60 FE�r BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L•'LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-5" ROOF LESS IRAN 12'-S' HEIGHT FOSIBYE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AED. ULTIMATE A.S.D. ULTIMATE A.S.D. * CORRESPOND D TO WIND PRESSURES O'- l5' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573. 68.5 41.1 86.4 51.8 CORRESPOND TO ME MAXILiUN ENO ZONE AND INTERIOR ZONE COND177ONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 AND FDR 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 9tOP£s >25'-Jo' 86.2 51.7 115.5 69.3 82.4 49.4 )07.7 64.6 773 ?2---5 4 974 58.4 **L ACCORDION SHUTTER >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1 iJ3 68.0 81.2 7 102.4 61.4 BLADE LENGTH OR B4HAMA SHUTTER HBCNi. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 6 106.5 63.9 AKxCat PRODUCTS WHICH BEAR A >5O'-60' 97.3 58.4 130.3 78.z 92.9 55.7 121.5 72.9 872 109.9 65.9 MAMI-°ADE COUNTY OR A m STATE OF FLORIDA APPROVAL - / C BUILD/NGS PEAK ROOF HEIGHT va DESIGN W/ND PRESSURE FOR COMPONENTS & CLADD/w (P-Sr.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FES�I i l BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERC14L BUILDINGS(RETAIL, WHOLESALE) _C P,to0, �E�G�t a-.�- b PEAR =a L'•LESS THAN 12-5' L••GREATER OR EQUAL THAN 72'-5' 07 ROOF NElCHl POSITIVE NEGATIVE POSITIVE NEWTIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BU/LD/NG SCHEMA 9=1 >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 930 >90'- Too' 973 58.4 178.4 1074 1 89.7 53.8 1579 94.7 > 1 100.5 184.2 92.5 55.5 163.0 97.8 TA4ASA5��I'' > 140'- 160' 105.6 634 193.6 116.2 973 58.4 171.3 102.8 > 160'- 160' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ,,� �: •vC EN$F'•••'�$ > 1e0'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 • 106.9 ,�� 7 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 t• N�•4f�i 6'7 >250'-J00' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >JOO'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 FIs >350'-400' 123.9 74.J 2271 136.3 114.1 se.s zoo.9 lzo.s `_9'•.•• STATE OF ' >450'-500' 128.8 773 736.75.8 1 141.7 118.6 71.2 208.9 125.3 'O'��is.............�OR10 �6 This is Nof A �asfer Drawing, Valid Only or One Time PermitN Of 0 I.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-/0,FOR A EWS/C WIND SPEED OF I70 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, M4Rj7N, ST.LUCIE&INDIAN RIVER COUNRES APPLICABLE RISK CATEGORY BUILDING&EXPoSURES,IS COMPLETELY GENERIC AND DOES NW PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-l0/ WIND PRESSURE CHART AS SHOWN 2.)THIS KIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER FUSED m OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&B*"SHUTTERS ssa SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WEND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT./I SLOGS 06 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. /1 V15 4.)BUS WIND LOAD CKARYSMALL BE CONSIDERED INVALID D'ALTERED BY ANY MEANS. I L ECO 1 N c. W/NQ PRESSURE CHART DATE 7/LUT YES17NO&ENGINEERING COMPANY BASfC WIND SPEED= 170 mpM1 5.)DESIGN WIND COAD SELECTED BY ME CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMEN]'PREPARED BY - ..... eus Nw Seln sl.st.ws,nAr+xu G1RODnx B.urea IXPOSURE A Kd-0.85 15-188 ME CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/1AKE OFF SHEET,ETC.). Man•:ryw)en-15.70.Fv:(am)en-Iml anemnpv art An.w DRAWING No EB-00°6719 WALTER A.TILUT Jr.P.E. FLORIDA IJe. 44167 ,T•tawaus 5 SKEET I Of 1