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HomeMy WebLinkAboutPROJECT INFORMATIONI BUILD/NGS PEAK ROOF HE/Gh7 vs DESIGN WIND PRESSURE FOR COMPONENT & CLADDING (PIF.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET 4: BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L- LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9' AND LESS THAN f2'-3' Lam• GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSTTI✓E NEGATIVE Ch) ULTIMATE ASD. ULTIMATE ASD. QLT/MATE ASD. ULTIMATE ASD. ULTIMATE ASD. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94,4 56.6 > 25'-30'- 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 > 3O'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.5 106.5 63.9 > 50'-60' 97.3 58.4 730.3 78.2 92.9 55.7 127.5 72.9 87.2 52.3 1 109.9 1 65.9 SCANNED BY F � 0py St. Lucie County EON nl ILDNG'S PEW ROVE EIGHT ..., DES M HUND PRESSff FOR 00WO1J-FNT_4 & CLADDING (P.S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET �k BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENDAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L- LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE AS0. ULTIMATE A.SO. ULTIMATE ASD. ULTIMATE A.S.D. > 60' - 70' 91.5 1 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - 60' 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 68.0 52.8 ` 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8. 157.9 94.7 > 700' - 120' 100.5 1 60.3 164.2 110.5 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140, - 105.6 63.4 1936 973 58.4 171.3 102.8 lOZ8 64.7 1976 118. 99.3 59.6 174.9 104.9 > 130' - 200' 109.8 5.9 201.3' 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 631 185.1 111.1 > 250' - 300' 177.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350- 4Oo' 1239 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 4D0' - 45O' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 1.) THIS CER77RED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER BASED ON ASCE 7-10, FOR A &LSIC WIND SPEED OF 170 MPH, AND APPUCABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION 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 77ME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULNM47E AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDXATED ON A SEPARA7E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET OPENING SCHEDULE/TAKE OFF SHEET, ETC.). ST. IICIECOUN YBUILDING DIVISION REVIEWED FOR CQ�4YV EFIAN s REM WED II C .N DACE PLANS APO PERMIT MUST BE ICE ON30B OR NO INSPECTION WILL BE MADE. * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES aX L = smRM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BANANA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIAMI-DADS COUNTY OR A STATE OF FLORIOA APPROVAL ��LI+'••ILik PL • �GEI .... •': 0F1, �E1GO 2014 (5th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, Sr. LUCIE & INDIAN RIVER COUN77ES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN SIORM PANELS ACCORDION & BAHAMA SHUT/ERS *I* SCALE RISK CAT. II BLDGS 06111115 L E C O INC. WIND PRESSURE CHART DATE BASIC WIND SPEW = 170 mph TRL? 17'S7LN0 & ENGINEERING COMPANY 6JS5 N.W. S6IA. 54 So- J0.5. IRu'VAI G9ROFN5, R JJI68 EXPOSURE D. Kd = 0.85 !Morn: (J0.5JBl 0. Fu: L70.5J8T1-ISJ] DRAWING No EV-0-0006719 �' K° Atsrrmlrpr urc 1 m' & A�°0N ms WALTER A DLUT Jr. P.E. r wA if -In W a - - nncme 11 A wwrnv - I I I_ SHEET 1 OF I