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HomeMy WebLinkAboutBUILDING SCHEMATICRECENED JUN 2 @ 2010 Pemlitting Department St. Lucie County BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, PEAK ROOF L++ LESS THAN T-9• I- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L++I GREATER OF EQUAL THAN 12'-3' HEIGHT POSmVE NEGATIVE POSNiVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. 0' - 15, 76.4 45.8 102.4 61.4 1 73.0 43.8 95.5 57.3 68.15 41.1 86.4 51.8 151=20', 80.4 C'4&2a-.; 1076 6$'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 47.9 104.4 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 04.0 1773 46.4 97.4 58.4 > 3D'-4o' 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'-so' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.? 50.6 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 SCANN5D BY St. Lucie County BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS I RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Lee LESS THAN 12-3" L+• GREATER OR EQUAL THAN 12'-3- HEIGHT POSITIVE NEGATIVE POSN/VE FEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151 ! 9 91.1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - too' 1 97.3- 58.4 178.4 IOZ4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 1630 97.8 > 120' - 140' 1032 61.9 189.2 113.5 95.1 571 1674 )00.4 > 140' - 16O' 105.6 63.4 1936 116.2 973 58.4 171:3 102.8 > 160, - 180' 107.E 64.7 1976 118.6 99.3 59.6 17419 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 63.1 185! 1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 3501 121.0 72.6 221.9 133. 1 111.5 66.9 196!3 117.8 > J50' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 20019 120.5 > 4aD' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 500'1 128.8 1 77.3 1 236.1 1 141.7 1 118.6 1 71.2 1 208.9 1 125.3 N 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, EASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK C47EGORY 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 TIME BUILDING PERMIT. J.) 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 A.S.D. 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 WND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC). * FILE W py 0 NO.�i4�s� xo: STAIEOF __ _ '-__ sSpnue►_k * INDIC47M DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SCOPES. ** L = STORM PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR B4H4M4 SHUTTER HEIGHT. it** PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL * 4 d� 2 e•A, / lG r PE p4 E1GO H 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER ASC£ 7-10 / WIND PRESSURE CHART L.C. STORM PANEL-1; ACCORDION & B4FWM4 SHUTTERS xxs DRAWN BY RISK CAT. B SLOGS 08109117 IL E C O INC. WIND PRESSURE CHART DATE BASIC WIND SPEED - 170 mph 17- �94 . TESTING te ENO/NEERl AR COMPANY EXPOSURE 0, Kd = 0.85 hone µ?Je6 6lb.I= .VFee : (=G )571S IFl•� Jl166 ( ) ..,, .,, I - I n=. ..., .,. ........,.,,, .... DRAWING No P.E I wu Ia-Im .e/o : 167 r . SHEET I OF I