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Home My WebLink AboutEngineering BUIMNO'S PEAK ROOF HEIGHT va DESIGN WIND PRESSURE F _CLADDING (P-S.F.) FOR ASCE 7-10 - PEAK ROOF NEONT L>:"SS THAN OR FWAL TO 67 FEET+� BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Nol A Masker Drawing. PEAK A <20 SOFT** 20 SOFT S A<50 SOFT** A 2 50 SO.F7** ROOF Vaud Only For OneOneTime Permit, HEIGHT P051BYE NEGATIVE POSITIVE NEGATIVE POSITIVE RMFIVE (h) ULRMMIE ASA. ULRMATE ASD. ULTIMATE A.S.D. MANAT£ A.So. OLAIATE A.8.0. ULTIMATE A.S.D. TED DESIGN WIND PRESSURES CORRESPOND o'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 5Z3 68.5 41.1 86.4 51.8 TO HIE END E MAXIMUM CCNDMO�AND ZONE O EALL D INTERIOR FOR ZONE ROOF SLOPES. > 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 79.8 47.9 104.4 62.6 74,8 44.9 94;4 56.6 %kms StIUTTER AREA tFFF7NED AS' >25'--30' $6.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58,¢ 1 (1)A=1,tL MR SLATS WHERE >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1133 68.0 81.2 46.7 702.4 61.4 3 L=SLAT SPAN. >40'-50' 94.3 56.6 126.2 75.7 90.0 5¢.0 f 177 70.6 EIZ2 50:6 106.5 639 >sD'-6D' 97.3 58.4 OR STORM 84 130.3 78.2 929 55.7 t2T.5 72.9 87.2 52.3 .109.9 65.9 (2)S<SPACNG BETWEEN STORM SSE L=STORM BARS SPAN. (3)A=Lx A/2 FOR HFADEBE WHERE L HEADER SPAN. + h=STORM 84R HEIGHT(SPAN). ' BUILDING'S PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COjMMM d CLA92M(M.F.) FOR ASM 7-10-PEAK ROOF HELGHT GREATER THAN&O FEET g (4)A=S x L FOR a�1�,+!DN_s WHERE S=SPACING BETWEEN MULLIONS BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS MULLION SPAN. RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PRODUCTS WHICH BEAR A MIAM-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL PEAK A <5o SOFT** A 2 50 SOFT** ROOF HEIGHT P0.5mV£ N£04T7V£ POSII7V£ NEGATIVE (h) ULTIMATE A.". ULTTNATE A.SDo, ULRMME A.SO. ULTDGTE ASD. >60'-70' 91.5 54.9 1627 100.6 84.3 50.6 148.4 89.0 ?R0Of CIS >70'-50' 93.6 56.2 171.6 103.0 86.2 51.7 f57.9 91.1 �E�O >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 930 >9o'- 10o' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140'- 160' 105.6 63.4 193.6 1162 97.3 5B.4 171.3 102.8 Q! > 160'- 180' 1OZ8 64.7 1926 118.6 99.3 59.6 174.9 104,9 BUILDING SCHEMA y1yfIHPlltpflt 178.1 >200 -250' 1014.1 68.5 209.2 125.5 105.2 60.7 185.E 1�6.!� ``Q .r��T�;*iy' >250'-300' 1 T7.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 12.9 72.8 221-9 133.E 111.5 669 196.9 110.8 123.9 74.3 220.1 136.3 174.1 6$.5 200.9 120.5 126.4 75.8 231.8 139.7 116.5 69.9 205.1 123.1 z 71T 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3tfull '�>y�rSrONAo i�y��``� 1.)THIS RED SIGNED AND SEALED WMo LOAD CHART PREPARED BY INIS ENGINEER,RISER ON ASCE 7-10,FOR A BASIC MXD SPEED OF 170 MPH,AND 2014(50;EDMON)FLORIDA BUILDING CODE-BROWARO,PALM BEACH, MARTIN,Sr.LUCIE&!NO)AN RM COUNTIES APPLCASLE RISK CATEGORY BUILDING&EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER!F USED TO OBTAIN A ONE TIME BUILDING PERM/T- - ROLL-UP SHUTTERS SCALE A11a Ei�°. WIND PRESSURE ^ Gea yr J)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR 7Nf SE7fCRON OF DESIGN KIND PRESSURE BASED ON THIS GENERIC W/ND L040 CIUWT. �NW� N�� ExPQSURE D �� VIS WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. SK CAT HIRE CHART 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS SPEED-170 mph TFLLfT rEsrTxa r ExcrxEERrxo COMPANY ,Ka=0.B5 75-189 S)DESIGN WHO TOAo SELECTED H0 THE R CSPRTR OR PERMIT HOLDER S FROM/HAS WIND LOAD SHE CHART SMALL 8E INDICATED ON A SEPARATE DOCUMENT PREPARED BY rxorx.(JOaJen LTot)an TAR DRAWMG No THE CONTRACTOR OR PERMIT'HOLDER(e.g.,.G.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETF). EV-0006719 sro om'mlmv n u ais ra amrurml+ WALTER A ALOT J.AE. ao n-i>M �A - - SHEET 1 OF 1 FLOR/RI UP.IF 44167 J.Amnres NAME QAr l6cc 9-,cCv UNIT# (01 4+/A 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 ACCORDION .4 -,(..q 1. tcM.mi SEC G SEC 142 X 97 142" 96" 96" N/A 10.0" 8.5" 2 ACCORDION 4-3,-.Lf SEC G SEC 142 X 97 142" 9611 9611 N/A 10.0" 8.5" 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 18 19 20 21 22 222 2 26- 27c:) b27c:) 28 29 30 FILE 0 P""