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HomeMy WebLinkAboutPLANSMAR 17 2017 PER%gITTiNG St. Lucie County, FL ..............'----...."--............ 1 OLANNED BY St. Lucie County BRICK RESIDENCE ... BUILDING'S PEAK ROOF HEIGHT vs DESM WIND PRESSURE FOR COMPONENTS & CLADDING (Pcc) FOR ASCE 7 f0 PEAK ROOF HEIGHT LESS THAN OR EQUAL )TO 60 FEET BASIC WIND SPEED = 770 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RL7AlL, WHOLESALE) PEAK ROOF L" LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE - POSITIVE NEGATIVEPoSIIIVE NEGARVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. -ft ULT/MAT£ A.S.O. ULTIMATE A.SD. 0- IS. 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 48.2 107.6 64.6 76.8 46. 1 100.4 60.2 _ 72.0 43.2 g0.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.5 74.8 _ 44.9 - 94.4 56.6 > 25'--10' 86.2 51.7 115..5 69.3 82.4 49.4 9077 64.6 773 I 16.4 974 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 1 68.0 8L2 48.7 702.4 61.4 > 40'-50' 94.3 56.6 726.2 75.7 90.0 54.0 7177 70.6 84.4 50.6 706.5 63.9 > 50'-60' 97.3 58.4 730.3 78.2 92.9 55.7 721.5 72.9 87.2 52.3 709.9 _ 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE RE FOR COMPMEWS & CLADDING (P S FF) FOR ASCE 7 10 PEAK ROOF H GH+T GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY 1/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) � EI�!E MAR 17 20V PERMITTING St. Lucie County, FL PEAK ROOF I'• LESS THAN 12-3" 1" GREATER OR EQUAL THAN 12'-3" t HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE I (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S UL77MATE A > 60' - 70' 91.5 54.9 1677 100.6 84.3 148.4 - 80, 93.6 56.2 171.6 103.0 86.2 .7 151.9 91. 1 > 60' - 90' 95.6 574 175.2 105.1 88.0 52.8 _ 155.0 1 93.0 > 90' - 100' 973 58.4 178.4 1074 89.7 53:8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 170.5 92.5 55.5 f 63.0 j 9.78 > 120' - 140' 103.2 61.9 189.2 1 113.5 95.1 571 1674 I00.4 > 140' - 16o' 705.6 63.4 193.6 116.2 97.3 58.4 171.3 702.8 > 160' - 160' 107.8 64.7 197.6 118.6 99.3 59.6 - 174.9 104.9 > I60' - 200'1 109.8 65.9 207.3- 120.8 101.1 .. 60.7 178.7 '. 106.9 > 200' - 250'1 114.1 68.5 209.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191. 1 114.7 > 300' - J50' 121.0 72.6 221.9 133.1 111.5 66.9 796.3 1178 > 350' - 400' 123.9 74.3 22Z 1 136.3 114.1 68.5 2009. 1205. > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.7 723. 1 > 450' - soo' 128.8 77.3 236. 1 141.7 718.6 71.2 208.9 125.3 No 1.) THIS CER77FIED SIGNED. AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPUCABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORAM77ON FOR A SUE SPECIFIC PROJECT 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASO. 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 INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). This is Not A Master Drawing. Valid Only For- One Time Permit. 5(;ANNED BY St. Lucie County * INDICATED DESIGN WIND PRESSURES CORRESPOND TO -THE MAXIMUM END ZONE AND INTERIOR ZONE COND/DONS AND FOR ALL ROOF SLOPES. '* L = STORM PANEL LENGTH, ACCORDION SHU7TE_R BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. ** PRODUCTS WHICH BEAR A M/AAH-DADS COUNTY OR A STATE OF FLORIDA APPROVAL 1 Of R0 tG�t �E 2014 (5th EDI770N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST.. LUCIE & INDIAN RNER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & B4HAMA SHUTTERS *** SCALE RISK 04T. I/ BLDGS 0611 V15 L E C O� n c. W/ND PRESSURE CHART DATE T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph LW. 3 6N. Sf., Ste. MS VM A 41' Rp z R M166 EXPOSURE D, Kd - 0.85 1'5- 188 (aos)e71-1sa6 . I., : (36*71-ISa/ - DRAWING No EB-0006719 !. M Ixscmvncw arc ay. w usovvnbx u¢ WALTER A. TLLU Jr. P.E. I olb n-rn /v/u a FLORIDA.Uc. 1 44167 s. a ♦ mtmb[s 051I SHEET i OF 1