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HomeMy WebLinkAboutEngineering RECEk"--ij Uu- 1 .-'J NAME " A UNIT* qO( 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 +-5-7.1/ (L1- -x).q 4- SEC G SECJ 338 X 97 338" 97" 94" N/A 10.0"1 8.6' 2 ACCORDION SEC G SEC 216 X 97 216" 97" 94" N/A 10.0" 8.5" 3 ACCORDION SEC G SEC 62 X 97 62" 97" 94" N/A 10.0" 8.5" 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 BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PREScURF FOR COMPONENTS & cuppING Z&F-) FOR As'E 7 f0 PEAK ROOF mmr/ccs rxrAm nv EauAL ro an FEET• 84SIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEIVIED OCT 16.2015 This is Nof A Masler Drawing.. PFAK A t 2D SO.FT" 20 SOFT S A<50 SQ.FT" A 2 50 SO.FT" Valid Only For One Time Fermil, ROOF HEIGHT POSITIVE NEGATIVE PoSMVE NEGT VC POSITIVE NEG47TW (h) ULTIMATE A.S.D. ULT/MATE AS.O. ULTIMATE I ASA. I ULT1MAlE AS-& ULMMIE ASO. ULTIMATE A.S.D. ANDIfATID DESIGN WIND PRESSURES CORRESPOND 0'- 15' 76.4 45.8 102.4 61.4 73.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 To THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. > 15'-2D' 80.4 48.2 1076 64.6 76.8 46.7 100.4 60.2 72.0 4J.2 9a8 54.5 >20'-25' 8J.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94,4 56.6 * SHUT!ER AREA OEFlNED A5: >25'30' 86.2 51.7 7155 69.3 82.4 49.4 1077 64.6. 177.J 46.4 g74 Sg,4 (1)A=L x L FOR,SLg7� WHERE >30'-40' 90.7 54.4 12/.4 72.8 86.6 52.0 113.3 68.0 48.7 102.4 61.4 3 G-SLAT SPAN. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 50.6 706.5 63.950'-60' 97.3 58.4 1303 792 92.9 55.7 121.5 72.9 52.3 109.9 65.9 (2)A=S x L FOR STORM 84Rs. WHERE S=SPACING BETWEEN STORM LAWS L=STORM 84RS SPAN. (J)A=L x h/2 FOR HEAD WHERE L a HEADER SPAN. h=STORM,.EA1R HEIGHT(SPAN). BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8SF.)F,) FOR ASCE 7 f0 PEAK ROOF H IGHr GREALER THAM`an CCFr LV (4)A=S x L FOR MULL10N5. WHERE = 8451C WIND SPEED = 170 mph RISK CATEGORY I!BUILDINGS S SPACING BETWEEN MULLIONSL MULLION SPAN. RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ***PRODUCTS WHICH BEAR A UN41-O4DE COUNTY OR A STATE OF FLOR04 APPROVAL PEAK A c 50 SO.Fr•y A 2 50 SOFT st ROOF dPoSIRVE NEG4GVE Po517NE NCG4RVE ULTIMATE A.S.D. ULTIMATE A.S.O. 'ULHU47F ASD. VLRLpTE ASD.0' 91.5 54.9 1677 100.6 84.J 50.6 148.4 69.0ttOGQ 66.2 51.7 151.9 91.1 0' 95.6 57.4 /75.2 105.7 88.0 52.8 155.0 93.0No' 97.3 58.4 /78.4 1074 89.7 53.8 1579 94.7120' 100.5 60.3 184.2 110.5 92.5 555 16J.0 978140 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4r6o' 105.6 6J.4 193.6 116.2 97.3 58.4 1 171.3 1 102.8 > 160'- 180' 1078 64.7 1976 118.6 99.3 59.6 1 174.9 1 104.9 BUILDING SCHEMA 11110111810" > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 778.1 106.6 >200'-250' 714.1 68.5 209.2 125.5 105.2 63.1 185.1 177.1 ���`�P���.•••"•••.�TJ9yy >250'-300' 7778 70.1 216.0 129.6 108.5 657 161.1 71x.7.• �,�CENSF' s >Joo'-350' 121.0 72.6 22 1 133.1 117.5 66.9 196.3 1178 � � 4 >J50'-400' 123.9 74.3 227.1 736.3 714.1 68.5 200.9 1 720.5 6 >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 _�} >450'-500' 128.8 77.3 236.1 1 141.7 118.6 7/.2 208.9 1 125.3 i A•, 19 •<��` ON NO 1.)THIS CER77RED SIGNED AND S&4IfD WIND LOAD CHART,PREPARED BY THIS ENGINEER,84SED ON ASCE 7-10,FOR A 04S/C WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM MCH, MARTIN, Sr. LUCI£&7N0WN RIVER COUN77E5 APPLIC48LE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. ASCE 7-10 WIND PRESSURE CHART AS SHOWN 2.)THIS WINO LVID CHART MUST BE SIGNED.SEALED AND GATED BY THIS ENGINEER/F USED TO OBTAIN A ONE RM£BUILD/NG PERMIT. ROLL-UP SHUTTERS SC41E J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SEZEC77ON OF DESIGN MND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT. If BLOGS WT06/7!/15 RIA47E AND ASD.PRESSURES 4.)THIS WIND LOAD CHART SFLV.1.BE CONS/OERED INVALID/F ALTERED BY ANY MEANS. 1 L E C® 1 m a. WIND PRESSURE CHART DATE TILL?TESTING&ENGINEERING COMPANY BISIC K71VD SPEED- 170 mph 5)DESIGN WIND LOAD SELECTED BY THE COMRACTOR OR PERMIT HOLDER FROM THIS W/ND LOAD CHART SHALL BE/NO/GATED ON A SEPARATE DOCUMENT PREPARED BY a/st xw,uu.se yy.,,Tw,u>RDe�u cwDeNs,n,yrea EXPOSURE D.Kd-0.85 15-189 Maw:(]w)eTr-r.T,)0.Tm:Iw5)nl-IAII THE CONTRACR7R OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,EIC.). EB-0006719 A[v.�'. mc�n4x nwcarmx DRAWING No WALTER A RGUT Jr.P.E. r-rn �rsra av FLORIDA Uc. H 167 4•wraTes 4 SHEET 1 OF 7