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HomeMy WebLinkAboutBUILDING SCHEMATICi BUILDING'S PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P,S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET Xc BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Lxx LESS THAN 7'-9' I- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12 -3' I- GREATER OR EQUAL THAN 12'-3' HEIGHT POS/RVE NEGATVE POSMVE NEGATIVE POSITIVE NEGATVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 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 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 f07.7 64.6 773 46.4 97,4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 1 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET aK BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE Copy PEAK ROOF Lxx LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSIIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. UL77MATE A.S.O. ULTIMATE A.S.D. ULTMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 14&4 89.0 > 70' - Bo' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 120 - T4 - 103.2 '1° 189.2 f�3!5 95.1 571 167.4 100.4 * 17' - 6o' 105.6 63.4 193.6 - 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 197.6 118.6 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 63.1 185.1 1I 1. 1 > 250' - 300' 1 1 ZB 70.1 216.0 129.6 108.5 65.1 191.1 714.7 > 300' - 350' 121.0 72.6 221.9 133. 1 111.5 66.9 196.3 117.8 > 350, - 400' 123.94 74.3 22Z 1 136.3 114.1 68.5 200.'9 120.5 50' > 400' - 4 126. 75.8 231.8 139.1 116.5 69.9 205.1 123. 1 > 45o' - 5oo'l 128.8 1 77.3 1 236.7 1 141.7 1 118.6 1 71.2 1 208.9 125.3 NOTES: I.) THIS CER77RED SIGNED AND SEALED WMD 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 INFORMADON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE DME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECDON OF DESIGN .WIND PRESSURE BASED ON THIS GENERIC WAD LOAD CHART. WIND PRESSURES ARE ULTMATE AND ASD. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID F 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 DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET. ETC). FILE COPY INDIC470 DESIGN WIND PRESSURES CORRESPOND TO TH£ MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. �* L. = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAH MA SHUTTER HEIGHT. 'at At PRODUCTS WHICH BEAR A MIAW-DADE COUNTY OR A STATE OF FLORIDA APPROVAL ��� P►. TI 1'r oil T , No.44167 -0 1 STAR OF 114 /<P .SS/ONA1.ti� •''• 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDUW RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BM{4M4 SHUTTERS xxx DRAWN BY RISK C4T. R BLDGS 08/09/17 L E C A i N c. WIND PRESSURE CHART DATE T TESTING & ENGINEERING OGMPANY BASIC WIND SPEED = 170 mph .w. 36M. Ge. S . 70.S NRGIM4 61RGf]$ FL .1JI66 EXPOSURE D, Kd = 0.85 17-194 none (msJB)f _rSTO. Fv: (J0.5JBT-rSJr ... .. •�, aw _ _.- DRAWING No Jr. P.E 1 A 44167 , SHEET i OF I