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HomeMy WebLinkAboutBUILDING SCHEMATICI I amom's PEAK moor Hvow vs DEsioN wimp PREssuAE Fog -NIS & CLADOM (8S.F.) FOR AWE 7-10 - MA- ROOF HEIGRT LM 77fAN OR EQUAL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY fi BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERC14L BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L' LESS THAN 7�9" I- GREATER OR EQUAL THAN 7�9- AND . LESS THAN 12�3" L' GREATER OR EQUAL THAN 12�3" HEIGHT POSITIVE NEGATIVE NEGATIVE POSTFIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIM47E A.S.D. ULTIMATE A.s.a UL77MATE A.SD. UL71MATE �S.D. ULIY94TE &S.D. 0' - 15, 76.4 45.8 102.4 61.4 7J. 0 43.8 95.5 5Z3 68.5 41.1 86.4 51.8 * 15�20' 80.4 48.2 1OZ6 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 6Z 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.J 82.4 49.4 107.7 64.6 7ZJ 46.4 97.4 58.4 mo�La fO.7. 54.4 121.4 72.8 86.6 52.0 113.3 L8. Ll. 2 4 .7 102.4 61.4 > 40_ _50; 1 94.3 56.6 126.2 757 90 - 0 54.0 117.7 70.5 1 84.4 50.6 106.5 63.9 > 5o�6o' 1 97.3 1 58.4 1 130.3 1 T8. 2 92.9 1 .7 -55 --7TI--T 1 .5 72.9 1 87.2 5 3 1 2. 1 109.9 1 659 SCANNED BY St. Lucie County INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM 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 MbAMl-DADE COUNTY OR A STATE OF FLORIG4 APPROVAL HUADING�5 PEAK gooF wmr vs pmw4 wiND PREssuar Fog commmEmrs a cLADDING (8s.F.) rog Asex 7-to - PEAK gooE HEIG-Hr oREATER rhAN 6o BASIC WIND SPEED = 170 mph RISK CATEGORY fl BUILDINGS RESIDENR4, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L- LESS THAN 12-3- L- GREATER OR EQUAL THAN 12�3' HEIGHT POSMVE NEGATIVE POSITIVE flEGATIVE (h) ULTIMATE A.S.D. UL77WTE A.S.D. UL17MATE A.S.D. ULnM4Tf A.S.D. * 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 14a.4 89.0 * 70' - 80' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 9 T -i * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 9j -0 gZ3 58.4 178.4 107.4 1 89.7 53.8 15Z9 94.7 100.5 184.2 111,0!5 92.5 55.5 163.0 �718 * 120' - 140' IOJ.2 61.9 789.2 111.5 95.1 571 16Z4 100.4 * 140' - 160' 105.6 63.4 19J. 6 116.2 9Z3 58.4 171.J 102.8 * 160' - 180' 1078 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 * 180' - 200' 709.8 65.9 201.3 12a 8 101.1 60.7 178.1 166.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 * 250' - 300' liza 70.1 216.0 129.6 108.5 95.1 91.1 114.7 * 300' - J50 72.6 221.9 13J. 1 1 111.5 ei- 6.9 -T9-6.3 1 iza * J50' - 400' 123. 4-1 L 22 � r 6.. IL 1±31 613* 5 200.9 120.5 * 400' 1 450 726.9 1 7 . 1 �__Z J1 . 8 1391 116. -F9.9 YO5 1 12J. 1 * 450' - 500' 128.8 1 773 1 2J6.1 141.7 1 118.6 1 71.2 1 208.9 125.J mo 1.) THIS CER17FIEO SIGNED AND SEALED WRO L04D CHART, PREPARED BY THIS ENGINEER, BASED 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 77ME BUILDING PERMIK J) CONMCTOR OR PERA41T HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART W?ND PRESSURES ARE ULTIMATE AND ASO. PRESSURES. 4) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY UF4NS. 5) DESIGN KIND LOAD SELECTED BY THE CONMCTOR 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 SCHEDULFIZAKE OFF SHEET, ETC). /807 - 0� 03 ST. LUCIE COUNTY BUIL61-" DIVISION REVIEWED FOR COMPUW� REVIEW%,,',7yn DATE PLANS AND PERMIT MU$Y BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE ?cc 0 �0-) 00f F00 GO EN' se -6 No 157 FILE Copy 7/- le AF 2017 (6th EDIRON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN. ST. LUCIE & INDIAN RIVER COUNDES ASCE 7-10 / WIND PRESSURE CHART STORM RANaS. ACCORDION & R4H4M4 -WtffTF)?S *** I DRAIWC� BY RISK CAT. If BLDGS 08109117 IILIECO.... WIND PRESSURE CHART DATE MTING & EN ..."D SPEED = 170 mph �m M.. � ms, EXPOSURE D, Kd = 0.85 17-194 (M5)571-IW0. I.: (�)571-1577 DRAWING N. EB-0006719 mm ft I "m WALTER A 77LLIT Jr. RE 3 1 "n.� la- . 'A'.' SHEET I OF I