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PROJECT INFORMATION
r UI DINW . PEAK ROOF HEIGHT .- PESM WND PRESSURE FAR COMPONENZI A CLADDING MS F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC'WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF L' LESS THAN 7'-9' L" GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12 -3' L" GREATER OR EQUAL THAN I2'-3' HEIGHT POSITIVE NEGATIVE POSUIVE NEGATIVE POSITIVE NEG4DVE (h) UL77MATE ASD. ULTIMATE &MD. ULTIMATE A.S.D. UL77MATE ASD. ULTIMATE A.S.D. ULTMATE ASD. 'o, - 15' 76.4 45.6 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 >'.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 i'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.E > 25'-JO'- 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 974 58.4 > JO'-40' 90.7 54.4 121.4 72.8 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 54.0 117.7 70.6 84.4 50.6 f 06.5 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 MEMO'S REAM' ROOF HEIGHT vs DKSM RED PRESSURE FOR CANPONEMM .F CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND- SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L" LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HOOF HEIGHT POSITIVE NEGATVE POSmVE N£6A71VE (h) ULTMATE ASD. ULTMATE A.S.O. ULTIMATE ASD. ULTMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 1 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 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' - ?Do' 97.3 58.4 178.4 IOZ4 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' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 16Z4 100.4 > 105.E 193.6 973 58.4 171.3 102.8 107.8 64.7 197.6 11.56 99.3 - 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 - 1 fol8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 30D' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 22Z 1 136.3 1 114.1 68.5 200.9 1120.5 > 400' - 450'1 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1123.1 > 45o' - 500' 128.8 773 236.1 141.7 ' 1 18.E 71.2 208.9 1 ' 125.3 .` N017 S 1.) THIS CERBFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY 7H/5 ENGINEER, BASED ON ASCE 7-ID, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT. 2.) DOS WIND LOAD CHART MUST BE SIGNED. SEALED AND D47ED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SEEECDON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES 4.) TMS WIND LOAM 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 PERM? HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). �(7 . LUCIE// COUNT-OpQV BD REVIEkTED FOR CO+ �D� �D ION REVIEWED By c DATE _ OR NO VVSP CTION IVaL BE MPT ON MADE. * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND IN7EMOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. : * L - STORM PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR BAHN4A SHUTTER HEIGHT ** PRODUCTS WHICH BEAR A M14MI-DAVE COUNTY OR A STATE OF FLOR04 APPROVAL PE pf l� �COGNj * :*i• /' / / , •�j 7 .• ,`� ? �.��5.IORIDa 0 t• AL rvgavrrL 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD. PALM REACH, MARTIN, STY. LUCIE & INDIAN RIVER COUNTIES ASCE 7-ID / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & B4H41+D1 SHUTTERS SCALE RISK 04T. Il BLOCS 0617VI5 I L I E C O mc. WIND PRESSURE CHART DA7r STING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph s,sx sm. sox xRc4+u OHM- - .vrca EXPOSURE D, Kd = 0.85 15-188 (ZiaT1-l=. Fa: ryea)BTI-IAL ay. 06imWroN A� 16n: aesAtwnnV ui< DRAWING No E8-0006719 WALTER A DLUF Jr. P.E.- FLORIDA Lim 0 44167 IzI a muxms 4514 _ _ SNEET i OF 1