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HomeMy WebLinkAboutDrawing BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �r BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ' RECEIVED This is Not A Master Drawing. MAR 0 3 20% Valid Only For One Time Permit. PEAK L-LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-5' ROOF LESS THAN 12'-J' PERMITTING HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVF NEGATIVE St.Lucie County,FL (NULTIAIATE A.S.- ULTIMATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. UL7IMA7E A.S.D. ULT/MATE A.S.O. INDICATEDON WIND PRESSURES O'- 15' 76.4 95.8 102.4 67.4 73.0 43.8 95.5 57.3 68.5 41.7 86.4 57.8 CORRESPOND THE MAXIMUM END ZONE AND OZONE CONOfTIONS > /5'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 4302 917.8 54.5 AND FOR ALLLL INTERIOR ROOF >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 SLOPES. ANEL IZVGTH. >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 **L a ACCORDSTORM ION SHUTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.J 68.0 81.2 48.7 102.4 61.4 SHU HUTTE R LENGTH N eawivA SER NGT HT. 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 AlTat>)C PRODUCTS WH/CH BEAR A 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 M1AMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FfET* BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEPpf (0 4101 PEAK L••LESS THAN 12-5' L"GRFA7ER OR EQUAL THAN 12'--3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE _A.5,0-,, ULTIMATE >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 748.4 89.0 BUILD/NG SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 9. >80'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >90'- 100' 97.3 58.4 178.4 107.4 B9.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 I7��pEEiuiri��� > 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 If > 140'- 160' 105.6 63.4 193.6 116.2 97.J 58.4 171.J 102.8 �ENS ����z > 160'- 180' 1078 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 N0.44167 >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 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 � % '� STATE OF ��G >350'-400' 123.9 74.J 2271 136.3 114.1 68.5 200.9 120.5 ?��•,•�C(OR`oa•�.•� >too'-+50' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1231 =Fs'•„"•••,•_`C��� >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 ��'s/OroAL��j1rL NoIEs 1.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CI4RT PREPARED BY THIS ENGINEER,B45ED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EOTTION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,UARRN. ST LUCIE&IND14N RIVER COUNTIES APPUC48LE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAO CHART MUST BE SIGNED,SEALED AND DATEO BY THIS ENG/NEER/F USED TO OBTAIN A ONE RME BUILDING PERMIT. STORM PANELS ACCORDION&B4FWM4 5HLH7ERS •" SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. If BLOCS 06/1 V15 WIND PRESSURES ARE ULTIMATE AND AS PRESSURES GA2. 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS L ECC 111 e. W/NQ PRESSURE CHART ED� 170 SPph 15-188 ND Em 5.)DESIGN WIND LVAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS KIND LOAD CNARi SHAG!BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY elf!HW.-SG Sk Jel HR66VW IXPoIND v.E Kd v 0085 GAfeLNS n T7LL/T TEST7N0&ENGINEER/NG COMPANY BASIC W.filee THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPEN/NG SCHEOULEITAKE OFF SHEET.ETC.). P-:(3003011-leao.M.OeaJan-IIJf R eIr DRAWING No EB-0006719 IPmfTT o HALTER . I'LL"LUT Jr.P.E. '.v SHEET 1 OF 1 FLORIDA J.. 44167 a.ouwr s kn-NIVm MAR 0 3 20% NAME TRUJILLO PERMITTING UNIT# C-715 St. Lucie County, FL UNIT SHUTTER WALL ALLOWABLE UPPER LOWER OPENING SHUTTER SHUTTER SHUTTER STORM ANCHOR # TYPE PRESURE STRESS TRACK TRACK SIZE WIDTH HEIGHT SPAN BARS SPACING INTER/END DESIGN DETAIL DETAIL W X H #REQ'D TOP BOT ZONE 0.60 1 ROLLING +84.3/-148.4 +50.6/-89.0 SEC 00 SEC 00 126 X 66 126" 66" 118" N/A 3.75 3.75 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 MAR 0 3 2016 PERNIITTINCz St. Lucie County, FL -------------------------------------------------------------------------------------------- TRUJILLO RESIDENCE ---------------