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HomeMy WebLinkAboutBUILDING SCHEMATICC- RV&DWO'S PEAK P-OOE HEIGHT ms DXWW WND PRESSNAE FOR COAW-MMS & CLAMM (&�%Fj MR ASGL2--io - PEAK RooF mauz um THAAr og mAL ro 6o BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS RESIDENTAL, APARTMENT BUILDINGS & COMMERCk4L BUILDINGS (RETAIL, WHOLES4LE) FILE COPY NOV 2 7 2018 ST. Lucie CoUntV, Pelmiftllg- PEAK ROOF L' LESS THAN 7�9" L'* GREATER OR EQUAL THAN 7-9" AND . LESS THAN 12'-J' L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITWE NErATIVE POS117w NEGAnKF P MEGA 7W (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S& ULTIMATE A.S.D. UL77AMTE A.S.D. 0' - 15' 76.4 45.8 102.4 67.4 73. 0 43.8 95.5 5Z3 68.5 41.1 86.4 51.7- > 15�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 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 .4 49.4 1OZ7 64.6 7Z3 46.4 9Z4 1 58,4 > 30;-40; 90.7 54.4 121. .4 2. L� 1 qN 52-11 113.3 68.0 87.2 48.7 102.4 6 4 I 1 - 0 L6, 6 _ 126.2 7 . 7 .90.0 540 - 1177 70.6 1 84. 50.6 106.5 63.9 63 .9 �4iO O'_60' 97.3 1 58. W 1 lJOj 78.2 1 92.9 5. 5=7±� 12�1 5 1 72.9 1 8Z2 1 52.3 10,Q-9 65 9 L65-9 ftU&QlK0-; PEAK ROOF HMHT vs DESM KM PRESSURE FOR COMPONENTS A CLADDIM (8SF-) FOR AXE 7-10 - PEAK ROOF HEIGHT GMTER THAN 6A7 BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDEWAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Te SCANNED BY St. Lucie County PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAW 12�3" HEIGHT POSITIVE NEGA77VE VE REGAINE (h) ULTIMATE A.S.D. ULTIMATE A. S, D. ULTIM4TE A.S.D. ULTIMATE A.S.D. * 60' - 70' 91.5 54.9 16Z 7 100.6 84.J 50.6 148-4 89.0 * 70' - ec' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 9J.0 * 90, - too, 9Z3 58.4 178.4 1OZ4 89.7 53.8 15Z9 94.7 * 100' - 120' 100.5 60.3 164.2 110.5 92.5 55.5 163.0 9za * 120' - 140' 103.2 61.9 1 189.2 113.5 95.1 1 5Z 1 167.4 100.4 * 140' - 160' 705.6 63.4 193.6 116.2 9Z3 58.4 171.J 102.8 �166':�7'_jsj 107.8 �164.y--j 19Z6 ;t ":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 6J. 1 185.1 1 11.1 * 250' - JOO' liza 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.J liza * 350' - 400' 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 * 400' - 450' 126"! L5.. LJ 8 !39-. ! 6,� 1 9. L L5 123.1 * 450' - 500'1 128. 8 1 J� 77 23 1 il�,. �l 1 J:il .6 1;� �9 71. �l 208 125.J mo 1.) THIS CERT?RED 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 & E(POSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A SITE SPECIFIC PROJECT 2.) THIS KIND LOAD ChART MUST BE SIGNED, SEALED AND a4TED BY THIS ENGINEER F USED TO OBTAIN A ONE 77ME BUILDING PERUM 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEMON OF' DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND L04D CHART. WIND PRESSURES ARE UL71MATE AND ASO PRESSURES. 4) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY ME41's 5) DMGM WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTR4CTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC.). FILE COPY No. 44167 * -of sTgn r INDICATED DESIGN MAD PRESSURES CORRESPOND TO THE M"IMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L - STORY PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR aQMAM SHUTTER HEIGHr. PRODUCTS WHICH BEAR A M14MI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL �Loo, 00 Go 41 2017 (6th EDMOM) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIV, ST. LUCIE & INDIAN RIVER COUN77ES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B~ SHURERS DRAWN BY RISK CAT 11 ELDGS 08109117 11LIEC01 7. WIND PRESSURE CHART DA IF r TEsnmG a ENGnarwima compANy BASIC WIND SPEED = 770 mph W. J�� S�' a M166 EXPOSURE D, Kd 0.85 17-194 DRAWING ft Jr Fl�f. f5-1w 4416 P29 1! i ±- �SHEET I OF I