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HomeMy WebLinkAboutBUILDING SCHEMATICBMLVM�5 PEAK ROOF HDONT ms DISMY WIND PRESSUAE FOR COMMEM A CLADDIW MS.F.) FOR ASCE-Z--10 - PEAK ROOF HEfflff LESS THAN OR EQUAL To 60 BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Ll- LESS THAN 7�9" I- GREATER OR EQUAL THAN 7�9" AND . LESS THAN 12�3" I' GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEr4RVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTAYATE A.S.D. UL77MATE A.SX. 0, - 15, 76.4 45.8 102.4 61.4 73.0 4J. 8 95.5 5zi 68.15 41.1 86.4 517- * 15�20' 80.4 48.2 IOZ6 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 1. 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 * 25-JO' 1 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 773 46.4 9Z4 58.4 1 * 30�to: !0. 7 54.4 721.4 72.8 86.6 52.0 113.3 68.0 81.2 487 102-1 6 4 I * 40� 50 9 4.J 56.6 126.2 75.7 90.0 54.0 117.7 LEE 70.6 84.4 5 0�6 1 6 _5 1 T 6:1.9 > 50�60' 97-3 -3Y--T- F .4 130.3 _78.2 92.9 1 55.7 8Z2 52. J 1 109.9 1 " , 1 04 , *. 0 r THE "ONCEALED W - I. �.j ils ARENE r: �r THE CONTRWOROF RECORD BUILDING'$ PEAK ROOF HEIGHr vs DESIGN WIND PRESSIM7 FOR C0A&DffN7S & CLADDING MS�Fj FOR ASCE 7-10 - PEAK ROOF HEIGHT GMTER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY # BUILDINGS RESIDE-NAAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SEP 2 5 :-,Wla ST. Lucie County, PEAK ROOF L- LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12�3' HEIGHT POSITIVE NEGATIVE POSITIVE PIEC471VE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S�D. * 60' - 70' 91.5 54.9 16Z 7 100.6 84.3 50.6 148.4 89.0 * 70' - 80' 93.6 56.g-j 171.6 103.0 86.2 51.7 151.9 91.1 .95.6 57. _±-J 175.2 [_jO�.Jl 88.0 52.8 155.0 93.0 * 90' 100' 9zi 58.4 178.4 IOZ4 89.7 53.8 15Z9 94.7 * 100' 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z8 * 120' 140' 103.2 61.9 1 189.2 1 li.5 95.1 5ZI 1674 100.4 * 140' 160' 105.6 6J.4 19J.6 116.2 973 58.4 171.J 102.8 * 160' 180' 1078 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 * 180' 200' 109.8 65.9 201.J 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 1 11.1 * 250' JOO' liza 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * J00, JSO'I 121.0 72.6 221.9 13j. 1 111.5 66.9 196.3 IIZ8 350: !405�0; 1 74.J 227.1 IL6-� lf.31 68.5 200.9 * 700 12L6.*94 75.8 231.8 1 Ijq. 1 1 116. 69.9 205.1 123 1 * 450' 500'1 128.8 1 77.J 1 236.1 1 141.7 1 118.6 1 71.2 1 208.9 125.3 No 1.) THIS CER77RED SIGNED AND SEALED WND La4D CHART, PREPARED BY THIS ENGINEM BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & aPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM4770N FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LLRD CHART MUST BE SIGNED, SEALED AND D47ED BY THIS ENGINEER F USED TO OBTAIN A ONE TIME BUILDING PFJ?Mff. J.) CONMACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SaECI7ON OF DESIGN WIND PRESSURE 13ASED ON THIS GENERIC WIND LOAD CHART. V17AFD PRESSURES ARE UUNATE AND ASO PRESSURES. 4.) THIS WIND La4D CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY kfE4N-- 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SWILL BE INDICATED ON A SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (ag-, SPREADSHEET. OPENING SCHEDULE/ZWE OFF SHEET ETC.). Jklep., "CApe 0 UJI 0 z 0 000"�I. fii . i. z Im (I) C-) Ct) NO. 4167 U) :11 x-dta"o - THPA E" AND ALL PROPOSED WORK ARF s, f TO ANY CORRECTIONS He 9.1fl9W INSPECTORS THAT ""' ""*Mt0VIN ORDER TO J7 INDIC47ED DESIGN WIND PRESSURES CORRESPOND 70 THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH. ACCORDION SHUrIER SLADE LENGTH OR aAft4MA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M14MI-DADE COUNTY OR A STATE OF FLORID4 APPROVAL ' �Zoo� -00 GO 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART I-C. STORM PANaS ACCORDION & BAIPM SHUTTIDRS DRAWN BY 08109117 COM35T MAIL 11LIEC WIND PRESSURr -CWART--r" .ff TESTING & ENGIMEERING COMPAW - NND SPEED = 170 mph MW. 36M n SM M5; MM G40� A M166 EXPOSURE A Kd 0.85 17-194 ph..: e3ii�65'zfwo. I.: ("willml DRAWING N. ES-0006719 WALTER A 77LLIT Jr. RE ow I�lw i FZORIDA )I, I "IR7 Pali, SHEET I OF I