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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT IB DESIGN WIND PRESSURE FOR COMPOMEN75 A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK POOF HEIGHT LESS THAN OR EOl_/el To _an cccr � BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RET411., WHOLESALE) RECE14''D ;'iAR 03 7.017 ' PEAK L••LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN 12'-J" FILE COPY ROOF LESS THAN IT'-J" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (N ULTIMATE A.SO. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTINAlf A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. * IND/GATED DESIGN WIND PRESSURES 0'- IS' 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 MAY1ULM END ZONE AND/NIEWOR ZONE CONDITIONS > 15'-20' 80.4 48.2 1076 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 >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 f07.7 64.6 77.3 46.4 974 58.4 * L AC`CORDION-STORMESHUTTER >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.J 68.0 81.2 48.7 )02.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 fo6.5 63.9 PRODUCTS WHICH BEAR A >50'-60' 1 97J 58.4 1 1JO.J 78.2 92.9 55.7 121.5 72.9 1 8-7.2 52.J 109.9 65.9 MMMI-04DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P.S.F.) FOR ASCE 7-to - PEAK ROOF HEIGHT GREATER THAN 60 FEET aF BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 00 PEAK L••LESS THAN 12-3" L;•GREATER OR EQUAL THAN I2'-5" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIWTf A.S.D. ULTIMATE A.S.D., ULTIMATE A.S.D. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC > 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 9J.0 >90'- Too' 97J 58.4 178.4 IOTA 89.7 53.8 157.9 94.7 > Too'- 120' 100.5 60 184.2 110.5 92.5 55.5 16J.0 97.8 �'Offlopf" , 103.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 ,/Ill''Q A•T/� '- > 160,- 180' l07.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ��.;'Y ENS�C,r��_ > 180'-200' 109.8 65.9 201.3 120.8 101.1 60,7 176.1 106.9 >200'-250' 114.1 68.5 209.2 125.5 705.2 6J.1 1 185.1 111.1 1• No.44167 >250'-J00' 117.8 70.1 216.0 129.E 108.5 65.1 1 191.1 114.7 >JOO'-350' 121.0 72:6 221.9 133.1 111.5 66.9 1 196.J 1178 STATE OF ' •O >J50'-4Do' 123.9 74.3227.1 136.3 114.1 68.5 200.9. 120.5 9 _ >a00'- Aso' 126.4 75.8 231.8 139.1 Jis.S 69.9 205.1 123.1 '���'••F�ORIOp:�•''��,I`1 /(v 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.J This is Nof A Master Drawing, - s�•........ ,, I s OroA�•• 1` Valid Only For One Time Permit "",A,,,,A' No I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 84S/C WIND SPEED OF 170 MPH,AND 2014(Sfh EDRION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPUCABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. STORM PANELS, 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM?. ASCE 7S 0 C WIND PRESSURE. CHART AS SHOWN ACCORD/ON&8444M4 SHUTTERS"I sGtE 1)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN'WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK W.11 BLDGS 06/II/15 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. I.)THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. _ L E C O I N c. W/NQ PRESSURE CHART DATE T/LLIT TESTING&ENGINEERING COMPANY (TA$-WIND SPEED. 170 mph 15-188 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMEN'PREPARED BY 9.)JJ N.W.J61A•at Jlr.J00.NRGMN aA4 S TL.uraa EXPOSURE D.Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.9.,SPREADSHEET,OPENING SCHEDULE/lAKE OFF SHEET,ETC.). Mon.:ryaJJB 16-0o.Tw:ryas en-ISII ORAWlNC No � [.P-00067T9 _ aL+� WALTER A HLDT Jr.P.E. a0 Ir-rTA FLORTDA Ue. 44167 J mMl� J SHEET I OF 1