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HomeMy WebLinkAboutPLANSBUILDING'S PEAK ROOF HEIGHT ws DESIGN WIND PRESSURE FOR COA/POMFNTS d CLADD/W (PSF.) FOR ASCE 7 f0 PEAK ROOF HEIGHT LESS ZHAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY IT BUILDINGS R-C E W E D RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) MAR 0 9 2017 PERMITTING E Cmwk 0a0f PY St. Lucie County, FL PEAK ROOF L" LESS THAN 7'-9` I- GREATER OR.£QUAL THAN 7'-9AND . LESS THAN12'-3' I' GRATER OR EQUAL: THAN 12'-3" - HEIGHT POSITIVE NEGATIVE ' 'POSITIVE NEGATIVE " POSIT/VE;" NEGATIVE (h) ULTIMATE ASD. ULTIMATE A.SD. ULT/MATE A.SD.. ULTIMATE A:SD. ULT/M9T£ A.SO. ULTIMATE A.SD. 0' : 15' 76.4 45.8 102.4 61.4- 73.0 1 43.8 - 95.5 57.3 . 68.5 41.1 �86.4 51.8 > 15'-20' 80.4 48.2 157.6 64.6 76.8 . - 46. 1 - 100.4: 60.2 72.0 43.2 : 90.8 54.5 > 20'-25' 83.6 50.2 11.1.9 -67.1 79.8: 47.9 104.4 62.6 74.8 44:9 94.4 56.6 > 257' 30' 86.2 51.7 115.5 69.3: 82.4 49.4 107.7 64.6 77.3 1 46.4 . 97.4 58.4 > 30-. 40' 1 90.7 54.4 121.4 72.8' 86.6 52.0 113.3 68.0 - ' 81.2 48.7 " 102.4 61.4 a0'-sD' 94.3 56.6 126.2 -75.7 90.0 :: 54.0 117.7 . 70.6 84.4 -50.6 "`- 106.5 ' 839 > 50'-60' 973 58.4 1 130.3 -78.2 92.9- 55.7 121.5 72.9 87.2 42.3. 109.9 65.B BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COAfPONENTS A CLADDING Mt. F FOR ASCF 7 10 PEAK ROOF HEIGHT GREATER THAN 60 cccr ar BASIC WIND SPEED = 170 mph RISK. CATEGORY 1/ BUILDINGS _ RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF - L" LESS THAN 12-3-' L++ GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE - NEGATIVE POS/TIVE NEGATVE (h) ULTIMATE A.S.D. ULTIMATE kS.O. ULTIMATE . A.S.O.. ULTIMATE ; A.S.D. > 60' - 7o' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - 80' >_ 60' - 90' . 93.6 956 56.2 --_ 574 _ 171.6 175.2 103.0 1051 _ 86.2 88.0 51.7 52.8 151.91 155 ! 91.1 93.0 > 9o, - loo' 973 38.4 1 88.4 1 77.4 89.7 .53.8' 157.9 ':94.7 > 100' - 120' 100.5 60.3 _ . 184.2 110.5 92.5 55.5 763.0 978 > 1 40' 103.2 6119 !. 189.2 1 95.1 57.1 167.4 100.4 > 140' - 160 105.6 63.4 193.6 197.16 116.2 7 76.6 97:3 99.3 ..58.4 59.6 171.3 174.9 102.8. . 104.9 107.8 64.7 180' - 200' 109.6 65.9 . 201.3 120.E 101:1 60.7 .178.1 ' 106.9 > 200' = 250' 114.1 68.5-: 209.2 125.5: -105.2 63.1 '185.1 : 111.1 > 250' - 3oo, 1.178 70. 1 216.0 129.6 108.5:.: .:65.1 191. 1 -. 114.7 -> 360' - 350' 127.0 72.6 221.9 - 1331 111.5, . 66.9 . 196.3 1778 > 350' 400' 123.9 74.3 _"" 227.1 136.3- - 114.11 68.5 200.9'_ 120.5 > 400' 45o' 126.4 1 75.8 231.8 1 139.1 . 116.5 69.9 > 450' - 500-1 128.8 1 773 236.1 1 141.7 1 118.6: 1 71.2 1 208.9 :.:125.3 No 1.)-TH/S CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Z) THIS W/ND. LOAD CHART MUST HE SIGNED, SEALED AND DATED l3Y THIS ENGINEER /F USED TO. OBTAIN A ONE T/ME 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 ULTIMATE AND ASA 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 DOCUMEITT PREPARED BY THE CONTRACTOR: OR PERMIT HOLDER (ag., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET,. ETC.): SCANNED BY, St. Lune Cmnty This is Not A Master Drawing, Valid An l F 0 T INDICATED DESIGN WIND PRESSURES CORRESPOND TO ME MAX/MUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. , L = STORM PANEL LENGTH, ACCORDION SHUTTER .. BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL 11�P��E�C EE..I No.44167 STATE OF 9o��ss��roAL FN6 Np PE f `FS i y oI ne ime Permit 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MART/N,:ST. LUCIE & INDIAN RIVER COUNTIES ASCE 7-.10 / WIND PRESSURE. CHART AS SHOWN " STORM PANELS, ACCORDION & 84H4M4 SHU.TIERS *** SCALE ...... RISK 04T IT BLDGS. .. 0611 V15 E C O , Nc. - WIND PRESSURE CHART 0A1E L 711UT TESTING It ENGINEERING COMPANY "BASIC WIND SPEED = 170-Tph" 6J55 N.W. J6'th SY. Sfi J0.5, MFG/Nf B. JJI66' EXPOSURE D, Kd = 0.85 15- 1.88 Pdone : (J0.5JBTf. Fm: (J0J)871; f9T1-16J1 DRAWING No EB-0B-0006719 1 arr. , rm: fe nacevnav arT� WALTER A. 111 Jr. P.£ - i : - coo n-m /rf/fs . y . _ _ FLORIDA Ue. j 44167 's J i crowns /rs + _ = SHEET 1 OF 1