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HomeMy WebLinkAboutEngineering Pull)INGS PEAK ROOF HEIGHr vs DESIGN Wien PRESSURE FOR COMPONENTS CLADDING (8S.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND L"GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN I2'-J' - HEIGHT POSITIVE NECATIVf POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. * INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 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 48.2 107.6 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 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. PAN LENGTH. >25'-30' 86.2 51.7 115.5 69.J - 82.4 49.4 107.7 64.6 77.J 46.4 974 58.4 **L ATCCORDION SHUTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113J 68.6 81.2 48.7 102.4 61.4 BLADE LENGTH T. BANANA SNUT/ER HEIGHT. >40'-50' 94.3 56.6 426.2 75.7 90.0 54.0' f 177 70.6 84:4 50.6 106.$ 63.9 41r41r* PRODUCTS WHICH BEAR A >50'-60' 97.J 58.4 1J0.J 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 6$.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK RODE HEIGHT vs _DESIGN_ WIND PRESSURE FOP -r.OuPDNEHT3 & CLADDING (P.S.F) FOR ASCE am - PEAK ROOF HEIGHT GREATER THAN 60 FEEr* BASIC WIND SPEED - 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) HS PEAK L••LESS THAN 12-3" I-GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. > 60'-70' 91.5 54.9 1677 100.6 . 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-80' 9J.6 56.2 171.6 103.0 86.2. 51.7 151.9 91.1 >So'-9o, 95.6 57.4 175.2 105.1 68.0 52.8 155.0 9J.0 >9o,- too' 97J 5B.4 176.4 107.4 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.1 184.2 110.5 92.5 55.5 16J.0 97.8 `� �A!�(��/T AAEAi > 120'- 140' IOJ.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 `���� AAi > 140'- 160' 105.6 63.4 193.6 116.2_ 97.J 58.4 171.3 102.8 ��y�?�'•''�pENS•''•��P i .16'0".=':ieof,' 7078 (64.7: 1976 "118.6': 99.3 59.6 174.9 104.9 > ISO'-200, 109.8 65.9 ,201.3 120.8 .101.1 60.7 178.1 106.9 = No.44167 >2oo'-250' 114.1 68.5 209.2. 125.5 105.2 63.1 185.1 111.1 >250'-J00' 117B 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >Jo0'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 1 196.3 11za %-o'•, STATE OF >J50'-400' 12J.9 74.3 2271 136.3 .114.1 68.5 200.9 120.5 >too'-45a' 126.4 75.8 2318 1J9./ 116.5 69.9 ' 205.1 12J.1>aso'-500 128.8 77.3 236.1 141.7 11B.6 71.2 208.9 125.J AfQg57 I.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDMON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN, Sr LUCIE&INDIAN RIVER COUN77S APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02020 mTECG,we ASCE 7-16/ WIND PRESSURE CHART M.P 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SCALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. - STORM PANELS ACCORDION&BAHAMA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. If SLDGS 08/2J/2020 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O�N�. DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS T1LLlT TEdANO f ENOINE[R/ND-COMPANY WIND PRESSURE CHART - BASIC WIND SPEED=I70 m h ,10-117 TI L N At Jal,INEE N R.Area , P 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS,WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Fnon.:(ow)Pr-rare.. :( n-im? EXPOSURE A Kd a 0.65 THE CONTRACTOR OR PERMIT HOLDER(.p.,.SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). C4-0006719 �.x. m®Oar art m.w oaG®nxl yrt DRAWING No WALTER A TILL;Jr.P.E p0 n-r�l i FLORIDA LIE.!44167 SNE[f'l Of I