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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEII:'vs DESIGN WIND PRESSURE FOR MiryNENTS & CLADDM (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EO �i,,TAD 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie Countv PEAK ROOF C' LESS THAN T-9" L*• GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3' I" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE PoS/IIVE N£GARVE (hJ ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE AS.D. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43:8 95.5 573 68.5 41.1 86.4 51.8 > --20' 80.4 48.2 707.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 83.6 50.2 111.9 67.1 79.8 479 104.4. 62.6 74.8 44.9 94.4 56.6 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 97.4 58.4 L20'�-25' 90.7 54.4 . 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 94:3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50:6106.5 63.9 9731 58.4 130.3 78.2 1 92.9 1 55.7 121.5 1 72.9 87.2 . 52.3 109.9 65.9 BUILDI W'a PEAK ROOF HEIGHT Ms DE&W WIND PRE SME FOR COMPONENTS.A CLADDING (g�F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETae BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 1�ilD►- o31f 3T. LUCIE COUNTY B DING DIVISION Q REVIEWED FOR COLBLPL E 1. REVS, ra) RY DATE- - -©N 0- n" . TO IINSPECTION 1VILL BE EL4DE. :L L PEAK ROOF L•• LESS THAN 12 3" L** GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE - NEGATIVE -- - POSITIVE NEGATIVE (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 . j 89.0 > 70' - 80' 93.6 56.2 171.E 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 _ 175.2 88.0 52.8 0 - i 973 58.4 178.4 107.4 89.7 53.87 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.10.4 M171.3102.8 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 .8> 160' - 180' 1078 64.7 197.6 118.6 99.3 59.6.9> 180' - 200' 109.6 55.9 201.3 120.8 101.1 60.7.9 > 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' - 350' 121.0 72.5 221.9 133.1 117.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3. 114.7 68.5 200.9 - 720.5 > a0D' - a5o' 126.4 15.8 231.8 139. 1 116.5 69.9 205. 1 123. 1 > 450' - 500' 128.8 773 236. 1 141.7 118.6 1 71.2 1 208.9 1 125.3 NOlEb: 1.) THIS CERTIFIED 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 & EXPOSURES, 7S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA770H 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 PERM?. 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 AS.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 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.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDIBONS AND FOR ALL ROOF SLOPES. t * L - STORM PANEL LENGTH, ACCORDION SHUTTER BIADE LENGTH OR BAHAMA SHUTTER HEIGHT. *t * PRODUCTS WHICH BEAR A MLAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL PEPpf �o-) �o�N� oil �(� A• TI[(�r 3 I N0 167 im,w S�O�uat _. 2014 (51h EDITION) FLOR/DA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, SL LUCIE & INDIAN RIVER COUNTIES L155 N.W. J6i Phone IL ECOINC. P.E. 167 ASCE 7-10 / WIND PRESSURE CHART NM PANELS, ACCORDION & B4WM4 SHUPERS *** RISK C4T. ll BLOGS _ WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.55 AS SHOWN SCALE 06111/15 DATE 15-188 DRAWING No SHEET I OF 1