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HomeMy WebLinkAboutPLANS11MTpim'c PEAK PDAF NFIRNT - nmMIAT wimp PR CC/IRE FOR CONNEOA/EAUS L CLADDING (8S.F.) FOR A 7-10 - PEAK ROOF HEIGHT LEST MAN OR £OVAL TO 60 FEET ar - BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I- LESS THAN 7'-9' - I' GREATER OR EQUAL THAN 7'-9' AND LESS THAN IY_3• 4- GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGAME POSITVE NEGATIVE P051nVE NEGA77VE (h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.SD. UL77MATE A.S.D. UL77MATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > I5'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-JO' - 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97 ¢ 58.4 > 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 > 40'-5O' 94.3 56.6 126.2 75.7 90.0 54.0 f 177 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97.3 1 58.4 1 130.3 1 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 SCANNED BY St. Lucie County BUILDING'S PEAT! ROOF HEIGHT vs DESIGN WIND PRFCC//RE FOR COMEaMEMTS A CLADDING (&S.F,,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET�K BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I- LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT PO5I7lVf NEGATIVE POSITIVE NEGATIVE (h) _ ULTIMATE AS.D. ULTINA)E A.SD. ULTIMATE A.SD. ULAMAtE A.S.D. > 60' - 70' 91.5 1 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 93.6 171.6 86.2 51.7 151.9 91.1 > D' - 90') 95.6 574 175.2 105.1 86.0 52.5 1155.0 93.0 > s - 100' 973 178.4 10 .4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97B > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.7 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 16o' - Yaw 157.8 64.7 197.E 778.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 ' 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 165.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 733.1 111.5 66.9 196.3 717.8 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 ?23.1 > 450' - 500' 128.8 773 236.1 141.7 178.6 71.2 208.9 125.3 m 1.) THIS CERRRED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER BASED ON ASCE 7-10, FOR A BASIC W/ND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 71M£ BUILDING PERMIT - 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE S .ECnON OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES 4.) TMS WIND LOAD CHART SHALL BE CONSIDERED WVAUD IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECT BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPINING SCHEOULEIIAKE OFF SHEET, ETC.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAWMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. �; at L = STORM PANEL LENGTH. ACCORDION SHUTTER BLADE UFNGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIAMI-OADE COUNTY OR A STATE OF FLOR40A APPROVAL 8" LUCAE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI111�CE DATEEFBED ➢y PLANS A`a PERMIT MUST BE ICiP ON.iOB OR NO INSPECTION WILL BE MADE. PIoof Ns (f5 �E%G PL �.'' VGEIV�F,✓� w 7� 16 Oa sroa....... E.. I, 2014 (5th £DMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, Sr. LUCIE & INDIAN RIVER COUN77ES L E C O rN c. ASCE 7-1 D / WIND PRESSURE CHART STORM PANELS, ACCORDION & 840M4 SHUl7ER5 AS SHOWN SCALE RISK 04T. If SLOGS 06111115 GATE WINS PRESSURE CHART BASIC WIND SPEED - 170 mph EXPOSURE 0, Kd = 0.85 15-188 DRAWING No TILL? TESTING & ENGINEERING COMPANY xTss Nw. um x S1e. 3A 4AGP^A GWOLN.T 2 A146 Phon': ryos)eTl-IAe. Fm�: (AeSJSTI-IAA EB-0006719 WALTER A 77LUT Jr. P.E. FIl1RInA f- 8 A41RT �y No axmmav as w.M OBpbN1oN as r w it-inr/Is .-..�...... .nn t . - _ - _ SHEET J OF 1