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Home My WebLink AboutEngineering NAME UNIT#3(L/WA 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 46'8.'f -jot.4 +3S -'bu.z SEC G SEC D 90 X 47 90" 47" 44" N/A 10.0" 10.0" 2 ACCORDION SEC G SEC D 51 X47 51" 47" 44" N/A 10.0" 10.0" 3 ACCORDION SEC G SEC D 120 X 59 120" 59" 56" N/A 10.0" 10.0" 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 FILE COPY RECEIOCT 16 7015 BUILDINGS PEAK ROOF HEIGHT v& DESIGN W/ND PR R FOR COMPONENTS & OADDING (8SF) FOR ASE T f0 P err annr ucirur rccc rueu nc colrer man cr • B4S/C WIND SPEED- 170 mph RISK CATEGORY#BUILDINGS RESIDENTAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEI6'�p OCT 161015 This is Nof A Masler Drawing, PEAK A c 20 SOFT•• ZO SOFT S A C 50 SOFT•• A L 50 SOFT•• Valid Only For One Time Permit ROOF HEIGHT POSNIVE NEGATIVE POSITIVE NEGATIVE POSITIVE N'ECdTIYC (h) ULHIA47r ASA ULTIMATE A.SO. ULTIMATE A.S.O. ULTIMATE A.S.D. ULI7M47E A.S.D. ULTIMATE A.SO. VINDICATED DESIGN WIND PRESSURES CORRESPOND 0'- 15' 76.4 95.8 1024 67.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 TO THE MAXIMUM ENO ZONE AND INTERIOR > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE CONDMONS AND FOR ALL ROOF SLOPES 90.8 54.5 >20'-25' 83.6 50.2 111.9 67.7 79.8 479 104.4 62.6 74.8 44.9 94,4 56.6 , ,y(SHUTTER ARA D RN D AS, >25'-JO' 86.2 51.7 115.5 69.3 B2.4 49.4 107.7 64.6 77.J 46.4 97,4 58,¢ (1)q=L x L RIR,g{Ag WHERE >JO'-40' 90.7 54.4 121.4 728 86.6 52.0 1133 68.0 81.2 48.7 1024 61.4 3 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 .84.4 50.6 106.5 63.9 L=SCAT SPAN. 97.3 58.4 1J0.3 78.2 92.9 55.7 721.5 72.9 87.2 52.J 109.9 65.9 (2)A=5 x G FOR S10RM H4RS WHERES e PACING BETWEEN STORM BARS L-STORM BARS SPAN. (J)A=L x h/2 FOR t1E4QEB£ WHERE L=HEADER SPAN. h=STORM BAR HEIGHT(SPAN). BUILDINGS PEAK ROOF HEIGHT va DES/GN WIND PRESSUREFOR COMPONENTS 3 ADD/NG (8S.F.) FOR ASCE 7 10 PE4K ROOF HEIGHT MEAMR THAN'an Feer r (4J A=S x L FOR HEIGHT(,(SPAN) WHERE = BASIC WIND SPEED = 170 mph RISK CAS SPACING BETWEEN MULLIONSTEGORY!l BUILDINGS � G=MULLION SPAN. RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) drArat PRODUCTS KMCH BEAR A AUWI-D4DE COUNT OR A STATE OF FLORIDA ;77U APPROVAL PEAK A c 50 SOFT•• A 2 50 SO.FT•• +'® ROOF •r"c+ HEIGHT POSmVE NEGATIVE POSMVE NEGATIVE (h) ULTIMATE ASO. ULTIMATE AS.D. ULTIMATE A.S.O. ULTIMATE A.S.D. >60'-70' 91.5 54.9 1677 100.6 84.3 1 50.6 148.4 89.0 ") PRopf�.� >70'-eo' 936 56.2 171.6 1030 86.2 51.7 151.9 91.1 j NE�r >80'-90' 95.657.4 J75.2 105.1 88.0 52.8 755.0 930 97.3 58.4 178.4 IQ07.4 89.7 538 157.9 94.7 e > 100'- 120' 100.5 60.3 184.2 1 110.5 92.5*60.7 63.0 978 ' > r20'- 140' 1032 61.9 189.2 1135 95.167.4 100.4 > 14D'- rs0' 105.6 63.4 ;93.6 116.2 97371.J 102.8 > 160'- 1B0' 107.8 64.7 1926 118.6 99.374.9 104.9 BUILDING SCHEMAr/C��pullrp° > 160'-zoo' 109.8 65.9 201.3 120.8 101. 78.1 106.9 ```Nva A•T1(r'0a,,, 114.1 68.5 209.2 125.5 105.2 63.7 185.1 111.1 �6� ��`Q' '*CEN•e.I... y 117.8 70.1 276.0 129.6 108.5 651 191.7 114.7 `�S1 S y -J50' 121.0 72.6 221.9 1331 111.5 66.9 196.3 117.8 4 >350'-400' 723.9 74.3 2271 136.3 714.1 68.5 200.9 120.5 >400' 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1231 >450'-500' 728.8 77.3 236.1 141.7 118.6 71.2 208.9 1 125.3 1111161110",NA 1.)IMS CERTIRED S/GN£O AND SEALED WIND GOAD CHART,PREPARED BY MUS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,ANO 2014(S1h ED/HON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN,Sr.LUCIE&lNO1rW RIVER COUNTIES APPLICABLE'RISK CATEGORY BUILDING&EXPOSURES,6COMPLETELY GENERIC AND DOES NOT PROWDE INFVRM4770M FOR A SITE SPEC/RC PROJECT. ASCE 7-10/ WIND PRESSURE CHAR2AS 2J TI/15 W/ND LD40 CFGWT MUST BE SIGNED,SEALED ANO DAIEO BY TH/S ENC/NEER/F USED 70 OBTAIN A ONE NM£BU/LONG PERMIT. ROLL-UP SHUTTERS 4M•J.)CONTRACTOR ORPERMN HOLDER TO BE RESPONS/BLE FOR THE S£LEDTION OF DESIGN WIND PRESSURE RASED ON THIS GENERIC W/ND LO4D CHART, !TISK(AT. /I BLOCS WIND PRESSURES ARE ULI7MATE AND ASO.PRESSURES4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L E Co® 1,e. WIND PRESSURE CHARTMLU?TESTING&ENGINEFRING COMPANY B49C WHO SPEED-170 mph 5)DESIGN WIND I=SELECTED BY THE CDMRACTOR OR PERM/?HOLDER T770M THIS WND LDAD CNARI SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY atv Mw M st Sa.wa vurAN�G<RpD4t R arae EXPOSURE D,Kd-0.85 THE CONTRACTOR OR PERM?HOLDER(�.g.,SPREADSHEET,OPENING SCHEOULE/TAKEOEFSNE£%ETC) rr .:( rEB-0006719 "• IILtt;AY art ay.xe aseapnvWALMFA TILLITJr.P.E.FLORBI4 U. 44167 .