Loading...
HomeMy WebLinkAboutProduct Approval RECEIVED JUN 21766 COPY ':,On0 G$}lalrMej td BCIS Home Log In User Registration 1 Hot Topics j Submit Surcharge Stats&Facts ; Publications i FBC Staff BCIS Site Map Links Search 86sin �usines si *Product Approval ProfeUSER:Public User Regulation I Product Approval Menu>Product or Application Search>Application List>Application Detail s °. w FL# FL12246-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C' Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. LD Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.odf Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System of Use Installation Instructions Approved for use in HVHZ:No FL12246 R3 II EXPERT SHUTTER SERVICES, Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.)d Design Pressure:+160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only).Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip.See sheets 15,16 and 20 for additional pressures and INC NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG spans. 15-071.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: OR se urim,tv—zmc9 GENERAL NQJES: 8.ANCHORS$HALL.Be INSIALI.F.D FOLLOWING ALL OF'THE RECOIAMENDAMONS AND$PECIFICAAONS OF THE ANCHOR'S MANUFACTURER, t.NAUDLVS RCLLINC BAITER SYSTEM SHOWN;UN THIS FRODI�CF EVALUATION DOCUMENT((P,E.D.))FiA4 BE 9•ANCHORS'REQUIRED FOR STORM OARS CONNECTIONS-SFW.L BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SNEEI 9. Vf•RIF!ED FOR COM LMNCE IN'A.CCORDANGE WITH;MC`1014 (5th EDITION) OF THE FLORIDA 4iUILDING GE 3/87OXI 1/0 CALK INS MANUFAC71JRED'BY POWER FASTENERS, INC, NAUTILUS ROLLiNO:$TNUTTER SYSTEM SHALL NOT BE INSTALLED'AT HIGH VELOCITY HURRICANE ZONES'(MAMI-OAOE -1/4`Cw3/4'SOLID-SET LiA 0fACTUREU BY ALL POINT,INC. /BROPlARD COUNTIES,),. -3/0"0 KWIK.DOLT Z MARVACTUREB BY.1110,INC.- DESIGN WINIR 1060 910d BE DETERMINED.AS.PER 5EC:TION 9809OF 1T IE:ABOVE MENTIOHED...:ODE, -6/1B 0 TAPODN MA LIFACTURED.BY RW OUILDEX,:INC fDR A BASIC WIND SPEED AS REQVIRCID BY THE JURISDICTION.WHERE THESE`SHUTTERS WILL BE:INSTALLED MlHIMUM EEpppp£D�y�AF�CE ANp.SPACING FOR ABOVE MENTIONED.ANCHORS SHALL BE,AS INDICATED BELOW OR AT ABOVE MENTIONFR SHCfl': FOR A DIREOTNONN ITy FACTOR.K-014.66.UsiN6 0.SC•E Z-:10 LUN INSTALLATIONS UNDER 7.010 FOC, EDCf DISTANCE AND E'MBEpMFNTS ARE BI;y0N0 ANY FINI$M MATERW., AND$HALL NCL'EMCEE THE MAXIMUM.(A,S:D.)DESIGN PRf$SUOE'RATWQS.INDICATED 6 SHEF,15 15 TIIRu'TB k 20(MU 20. EMBEDMENT IN ORpER To.Y£RIFY THE ABOVE CONptTIppFI,ULNMA,IEE;CE%N,WINpp LOADS DETERMINED PER ASCE 7-10 GROUT FlLLCD OR .SHALL BE FET1RST REDUOEC TO A,S.D. OCStGN WIND LOADS BY MULTIPLYING THEM'BY 0;9:IN ORDER 10 ANCHOR SPACING 0 1009 EIIGF DISTANCE W 1009 CONCRETE CONCRETE BLACK TO COMPARE 111&E W/MAX: (A.S.0)DESIGN PRESSURE RATINGS:INDICATED ON SHEETS 18 THRU'16&:20 1HRU 20. 3/B�Aid f A"CALK-IN 3 5 A` 4 IJ2" 1 1/4'(300D Psi) N07/JlOWEO T/4'P+A3/4 SOLID-SET 3` 7/8"(3DOD pal) NOT ALLOWED 2. IN Oj R TU MIFY THAT:COMPONEN7g AND.A�CH�RS ON TtiS pF,..O:AS TCSTED WERE NDT OVER STRESSED, 3/8+R-M MIT TT V 4" 2 1'2 .(3000 Pal) NOT.ALLOWED A.85X tNLRk';SSE iN ALLOWABLE'STRE$S FOR WIND'LOAOS_.}WyA�:NOI'USED IN.THEIR ANALt51S:•FAu'fENERS 2 I NOT AL.1.O.WED SR B CS? OOQ HA BEEN D MINED IN Cp ST2.W N.p.3:YOtZ. b/1:G*TAPCON xl T J/4 3 1/B" 1/4"(2898 pa) NAU qt N gF1 SYSTEM'S AOEppLIAGY F.qR IMppACT.AND CYt~I.IC'RESISTANCC HAS B[EN V RIFTEq,O'iN tU.ANCHOR$RE:OyIRKO FOR MU1,LI :CONNECTIONS SHALL BE AS:SRECIFI£O:ON APPLICABLE SECTIONS SHOWN ON SHEETS t0, ACCOR C�9ECt 1¢D0,1:2 OF THfF ABOVE MT71110NL:D CODE'AS AMERICAN TEST LAB(OF'�i1tH ANQ ft, RgO 1,9 TFO2AI 13 of 1 FLOpryIDA 1I�1£PORT,y 0j�D:Ot�-OB AS PER A$YM E ABB-08 1 06- AN k:330 STANDARpS,0 AUFYING IN9TALLA"RONS-FQ1t''W�Np YDNtS 1,2,J G 4 MISIL 1YP 'D AND ONLY.MPLIGApLS TQ BAgIC.RAIn'ECTIflN' 1NgT, nnpNS;�/,,gg pDEFTNED BYSECTION5 8:2 1 I,8 2:1,2 ANp8:3'OF'A1TiM C 1D9A'SEG:SHEthS 16 k 2D �FHKIWII(HgO�TBTZ:ExSIGNArIo �RUµ�N�gpyACTUREO:BpY,HII.T!:INC. F01Y RIONAL.:LINRATtONS, -LYEQpEr pLT AN HOR MAN.UFACT�LIRk�BY POWERS FASTENF•RG, INC, 3,ALL 4WMINUM 1EXTTRUORt SHALL:BC• 006..%=Tli ALLOY.'(C1NLF.SS OTHERWISE NOTED) SEE SHEET'2. y{ IMllbl'EDGE DISTAN AND gR RIR fDR'ABOVE'MENITONCD ANCHORS'SHALE.BE AS.INDICATED BELOW OR AT ABOVE-'MEPDIRNEO SHEET. EDI+£DI.4TAF7CE'ANO EMBEl11AEtJTS:ARE BEYOND ANY EIN1.50 MALI AKt . j 4:ALL @CR'WS EXC�PT T.I.REIi;N1iO 'SCR�y/. TO'DE 57AINLFSS ST 3p'q: R 340.'SERt g WITH 50..kel. EMBEpMENT b f00�( YIELO;ST ENfa ,ANO DQ 41 TENSITSIRF17CT7{.QR CDRRo4lON RE$11 pO,kv CARBON'.�iELFE6 A5 PER.pIN GROUT FILLED.04 80Q.1p,A4.L S.D:S ARC TEK'SORFWS MANGFACTURED BY RW.bUILD£X&SIIALL'COMPLY W/F(:ORMA OftbmO ANCHOR :SPAQIN�?W.1007. EOGE'DISTANOE 100% CONCRETE; CON¢RFTE 84.64YE� ; CO. SEp ON:243-1,3.14 g+ 4 3 4 0006'r)hiy RQT ALLOWED '-- N4• OUTBID BE ASiM A-307, GALVANIZED OR AISI 304 OR 318'SERIES STAINLESS:STEEL WLDf 30 kal'NINIMUM 1/25:1 KWILt IR%X.TX'. 22 1/21 7 i P.' YIELD STRENGTH{. 3/8 0 KWIK BOLT 12 0". 4 3/!8' 2 (3 PSI)' FID{ALLOWED 3/810 LIDS N SCRE)V: 4" 'S '�'(3DO0 PSI) NOT ALL:OWEO I 0,NAUTILUS ROWNG SHUTTER SYSTEM BEARS 11.8.PATEtiTS: 8,098,228 AND�7;4p9,91K), 3/B P'WEOCErBQl1 4•:1,( 4 1/2` 2'.1/1 55000 F?J) NOT ALLOAED 7, ANCH{7R8'fQ'WALL FOR: SIDE:HiAI S1W1: Be AS'FOLLOWS•' 1/S 9b-R6Ek6WliR;�.04U 0 6, 44000"RSI): NOT AII,bWlk JiA i.IKd R bt8DY8R: -wi 7'1/2 •I )AP Z.�1�/r.30LJD�PSI NOT ALE.CWEO' (A) TO ERISTiNtir pdUArb ODIdCRETt; MIN.3000 Pao,QOMBRL^SSiVE'.;S7RENOTFI, . 11.THE INi;TALV.TIDN CONt'RACIYIR L5 TU SFAL/CAUIJC ALL.PRROUCYY;pMPONENT EDGES.WtI1dH REMAIN IN C(INDNUOIIK.CONTACT WITH"THE'BUILDING -5/1660,TMOpN,'RL ANCHO 5:AS MM1lIFAGTUBED 81f:fIw BUILDEit; INC. PREVPNT WND/k"INTRUSION CAULK AND BEAC.PROD1)OT.TRApft ALL'AROUND Lt1LL LENOM, J/0"M'K{AK 517LT 3 ANGK0.�As'MANUFACTURED ITT MLTI, IND; 12;R":SHN:L'BE TM£HE3f?ONSiftly'OR'iHE;CONIRIGTOR.TD;YERITY THE.SOUNDN' 6 TF! 51RUC1URQ WARE PRODU..0%TO SEI ATTACI`1 ..TV A.Tj AIINIMli�1:EMBEpMEHF INTO POURED:CCNCRE7E§HALL tll: INSURit aRbPER hNC4iCaMGE.:THIS;PRODUCT SHRAM ONLY'%ATTACHED TO GI}NGR. . CD pRLTE Bk. O)1 WOOD F 1AMt BUILDINGS,' 2:`i j4:AOR iti/1;0 CON:•%L ANCHQR9B 2 1/2":FOR 3/D"0'KWIEK`EGET3 ANCHORS. ' ' N0.EMB OM6 'IN 1CC0 SHALL.::'COSID,EO.A$P pf" 'REOl11RF.D EMBEDMENT. t3.TNISC PRQ11UC1���yySTAT.LATipN$FS4LI dOMpfT WRH,N 4 SPECS IIJbICATEl1 IN;THIS.DAAWINO PLUS-ANY IRJD ZONING'REGAL AT10NS.PROVIDED ;QY tH E;JUfQ56IC1PoH'wH6RR r RuIT I4APPLID.TO. A.2)MINIMUM COOP pI$MOk X( ,O; INTO'POUAW CONCRETE SHAH,.GE` 1a URIING MECF(ANI$M NOT:PART OF THIS APPROVAL; o"FG(� 1Bb TApOON'SL.AfudWAS!&R FOR 3/8"o KWIK BOLT 3 ANCHORS,EDGE:DISTANCE IS BEYOND ANY FINISH A}ATCRIAL 1G. (01..1:F11$(•?:E:1h PAIRED.DY THIS ENGINEER:Ig'QENERIC.AND DOES NOT PROVIDE'WFORMATHTN FOR A StTB:SPEGIFlG PRO.JECT;'iAk WHERE THE SfTE AL3)'IN.qAS 'T}{/IY..PKEGAB?STONE :PRECAST OONCRLTR.r)� RIP{{((AtaELS.VENEER OR WAVERS BE::Fg11N pN CL3NDRTONS DEVIATE FROM THF a,E,b: it1E�Sl{{ryryR WAIL OR FLOOR,ANCHORS SHHAALL4 BFi L N(1 E'AIWOH D REACH THE'MAIN SYRUCTORE'9�'110d0 aU4H AML'LS. (b):O014TRAp1)pR TOM BE RESPONSIBLE FOR THB SELECTION PURCMr-ANb ftN.LATION_INCLUDING in'SAFW.Or IFIIB:PRODUCTq.:BA$CC ON TNI.' . (Bj'TD ElEIS71iO GR01)T F!1LF17'CELL CpKORETE:BLOCK.WALL ASTM':6-90 P:E.b.PRGWOED'HE/$)%OOL•Ti�NOT'081MTE FROM TH�CpkDj`OQNS birrAi:KIi 64Nit DODUMENL CONSTRUCTION&A lU AT SITE u'YHt CAM(tApTQR'R'RE$PONSIDIUTY. 4/10•TAWCtOYd)(L.MdlbR51 AS MANUFACTURED{T('ITW QUIL,DEX;IND: (o)'THES P:£:D�V6&)3•E CO M.INYAUD''IF ALTERED'by AM'100-z B+0 MINIM 'EtABEQMENT OF 5116"0 TAPCON-XI,.ANGH008 INTO-THE OROtR'fILLCD'CELL C{SNGREI :BLOCK (d)SITE SPECIFIC'PRWEOTS'SHALE.bE PVCPARE0'V.A.fIARIDA'RF.Gi,RTERE'D I IGINEtR'OR.ARCH!TECT WH10H.W111.BECOME.THE ENOWEEEt,OP UNIT 5 {,BE 2i:1/A', REOQItD fE.O,.: Fb THE.-PRO ANp.WO.MjL.bE:RESPONSIBLE-FOR THE PROp�fA$f OF 71IF>�P,E;U.ENGINE:Or Rm D,:ACONo.AS Nl)BM Mf�1T iNIv-BTUCCQ.SHALL BE CONSIDERED AS:PART OF ME REQUIRED EMtlEDMENT, tEDI{) g A'DELE'OA. .ENgIA1FER 7U TNL P,&6,ENGINEER:SFIACf.:SUOMIT:TGTHfS:I.A7fCR'iH SITF 31'FC.I[70 DRAWINGS FOR;.R6L�!. B;2):MINIMUM E'oDE'DISTANCE.(E D.) OF1/10V 7AF'00N XL:ANCHORS INTO GROUT A'ILLf:O�'4�6LL'C•6HGRETI:• BLOCK SHALL:BS-4Y EDGE DISTANCE.IS,BLYOND ANY ONISH:MATERIAL. (e)THIS p E.D.BNA:{ BgAR'1HE:DALE.AND:.ORi01NA1.REAL ANO SIGNATURE:6F YNt PROFESSIONAL R:pr REpUR�T YN4T F1REPARIIO Cf. 0.3) W CASA:MAT P..R $TONE, PRECAST CONCRETE;OR BRICK'PANEL3;VENEER OR PAVERS'BE.FOUND'ON THE F ISTiNp WaI,L pR.PLOOR,ANCHORS SHALL DE.T'ANO ENdU'OH TO RtACFI THE MAIN-STRUCTURE BCHINO i 6;PRODUCT MANUFACTURER S iMLL SK61L BE LQWICO ORA READILY VISIBLE LOCATION:AT Pl20pUGT�IN ACCORf1AtaCE:WITH-SECTION:171.U.0.3�F- SUCH ANFSI,9. FLORIUA BUIL01N4.CDDS ONF Ma SMALL et PLACED FOR EVCW OPENING. LABELING 10-COMPLY WITH SECTION 010-II2 OF TILE FLmI i SALDINO CODE.' (C) TO EXISTINO-WOOQ.,f RAMS BUILDING:SPRUCE PINE-FIR-SOUTH (0-0.36), DOUGLAS-011-SOOTH(0-0.46)OR d SHAGL CINbY 6E DSfU 717 1,0UTFICRN.PINK JI2 W/G. 0.05 MIN. ( !N 771E'STATE AF tT,OROA FI:DRILbA blip DING CODE(Non.HI h Yelops, :TiuRicdne._'Lone,. -3/16"a TAP60N-A,AN(;HORS,AS'MANUFACTURED-ABY ITW BUILOM INC. '- . �, s ��,^ L1;46fa.m7Eta uFG �. on.1�Tt MTb C.1 AL1 MU EMBEDMENT OF TAPCON XL ANCHORS, INTO THE.WOOD FRAME UNIT SHALL.BE:2 T/4"T•4IYSKX T$ �NN u �Iu s. rp.L ..m g 6111Rug Shotfer System oeiwJs N EAO D.aEHF7R/T70FI q NO EMBEDMENT:INTO FINISH MATERIAL SMALL BE'CUNSIUERED A4 PART OF THE REQUIRED EMBEDMENT,, ?'7�'. - IL O 4pC,: OAtE 7MINO H ENOINEE NO.COMPANY EXPERT SHUTTER SERVICtS' Imt. C.2) MINIMUM EDGE DIT3TANL'E (E.D:) OF TAPCON ANCHORS, INTO W60D SHALL'BE'2 1/4'.CODE DISTANCE IS '�`"' �, Wv.._ku,a, carol"+ N:sfna 1629 SM w.1M0NE STRLit 1S•=0%1 BEYOND ANY FINISfFI MATENRW.. :iy M ,�m7" 1 "0'.ro„t°WiEH ii�'1ai PoRr or.tuck a.Jga0.4 F. .mol l% ogo"1•e"m W+A/ng0 Ro 1+ronL..teao 7a1•tlosa rAx, n nn•csso C:J IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS VENEER OR PAVERS.UE'FOUND ONLB.ODa67r0 m, o+wnno. avr .m:"• aw1•ro" -wa WAVE THE R w T r:.E. THE EXISTINO WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH E MAIN STRUCTURE BEHIND fLORtGA UcnuV 41x,167- ao n•w n " stl[CT 1 or 7e SUCH PANELS. .ALE - , '� r t 14 p ti la e 1 S!OE/END CAP 2 HOUSING(SACK&7�PJ 040 THICK. 3 HNI%NP(FRONT A 13 TPOM).040 THICK ••, . �,,s! 4 SPRING BRACKET e 5 SPRING ASSEMBLY' a ° 8 BQAM(SCT NAL-AXLE : . '7 �SI ..:RAIL. (WN swm) S 3i.DE BAIL(GONER Si~.CTION) 9--- ALUMINUMSTARTERtSLAT--.__ _ . ._._.. . . . ........... 1,Q At IJfUIiNUtN:u�LA'FS 1-10 I 11 AL NUM! �p 12 TUBULAR iNOTQR 93' MOTOR.Bmp C 14 SI?f?"GE RA M0'70R<6RACKIYr'BOLTS 16 HOUSING.(BACK8ITJ}). A>�TENER3 s"�" 1S:' SIDi :RAIL(MAIN 8EG11(j.Al}:FA$TENERS I P'" 17 Hf}USIfV6(i+RONT&B01'XSIiJI}FASTENERS 18 END RMENT ION ASSEMBLY Vow 19 OCTAGONAL AXLE FASTENERS 2ffQMflt1iG7'AC3Q[CaLr�FtIUBCRONN 21 CONNECTOf2 SLEEVE • ' 22 CLEAR:•PLASTIG.OR.2Ah4AC.CASING . 28uNlvM$AL;wITH.MIvt±."FT 24: QQMM:OCTAGONAL.IDLEREND. 25 IDLER SRACKETMH BEARING �,rrBOX.&END;CAP.ASSEMBLY COMPON NIS C Y 1Q _ N!N!! N 1 QI,ORIDR:6!!U.O.MG COQE:(Mori 8 b T.eloclty Surricono.:Zone) / OTDIa'TiC1CfA IHG QRAWN ON N o u t l l u s r.Ti:G `a= r' NS ' Rai11Ag Snuffer,System. �.i's bf/Ib dt. !�`' ExwERT SNUTfER SERUtCBS ItdC• DATC . I T T INO ''No1NCCNN CONPAN M� n.01 1640 S.W.-WCM1IUNC STAECr r','`i`xa -' Poar,s!.wF!a.n_�a9s7. 15-07:1 >z -mne 6ltsanoonTwm fS,wln.a iso-Raea. rAA+R(r` n-npu° ow,xTee No STATE OF 'tr a xpprL��Dir[fJi1IEA.N.1j" pC.a , o,°n•fw fIroln : rt 9ICCT J ofla _ 4 EjOX� �Y/6 & Y/7 `...�30X V/9 (ra. V�8 l_`)(0 REAR, �,Y/6 & Y/7 _...__._...._. CAP. ...CN[7 CAF' END CAF'- �a l END CAP--- .......... AP• ,y tnT:L _ ...�'ILATS •f Mt ATS «n{ATS SLATS .....�..u..0. // y "$LATS -1r� +,••.-r-., .......- ". r51 ATrJ 'wt: oda ,n,l 0A al$ —....y n• LATS: — " LL - (TYR, Eq. ENO)wS i SjORM .SpACiND...... r.�_ �.._.,....._�...... TA (SEE"SHEP.7�„1y,..,_ _: -.:. •,... 'Y/6 ds:Y/7 k / u.,3t ir•;i iaf '•"_,.........__..._. ................. ws.504 ._ t� _•'..'•-...,••...."'.•'•••••..' fiCHF.tlllit3 ON 3NEL'iS'1p.tr 20) TYPICAL SINGLE L�A11T ELE'V�ATION.W/O 5102 Y! BAMS NOTE:.SEE SHEI'(5. &-T. FpCt-GOMPONENT5 NOMENCLATtjRE• ypaCA �1N6LE UN11 EI:EIRATIQN' WI STQ9M gAR9 '� ro;T:s. NOTE: SEE.SHEETS 2 & FOR COMPONENTS NOMENCLATURE. PRounuRt`FOR SIAT itd51 t�tl6N''OWN A $HLTUR HEIM, CASE II stwT�L R'•}jGl�tifr EQUAL DO.�F', rFiAN LIQ.-0'APPLIMM�TO INVALLi111UNS W/O M yVsA .W/.SIdRM.AARS'MAI STORM SAXS k MULLIONS'w/'HEIGHTS UP. (o}CUNTNN S1iiiLLSTABt W/RI SLATS AT TOR;EOLOWED DY"2,'13 -...YHEREAFR:R,AI.I THE WAY DOWN CACIl SLATY SHALL CONSIST OF.MIN: M, 0)SLATS OVIRAT SLAT NUMOF,RI PROCEDURE:FOR AO1}IN6 SIAtY DOWNWARD aELOW#1 SLAY I TALL UE CONDNUM UNTIL TOTAL MUTTIER HEIGHT IS COMPLU0..QUANTITY OF efNAL SLA(NUMBER INSTAT,t.EO Mom IIOTTQM SLAT®MAY VARY V{RN'SF,IIH'tt Tt'b'HEIGHT. (A)43OTTOM SLAT( 641ST RE ALWAYS INSTALLED. *� CASE 2J'SHUTTER HELCHT YMGM_'1461 1 P 0"0PUCADLG TO'INSTALLATIONS W/O STORM 1 f911f .. FLORIDA BUILDIN0:CODE(Non H'h Wacky: UMoCne;Ufia). BARS AND WI OR W/O MULLIONS W/HCiVTT/S LAITOE(i THAN (u) IO5 I : CURTAIN SHNI;SiN71 V//'YI SLAT$AT TW FOLLOWED BY'Y2, Y3. T1IEfIEAFER,ALL N-a utflus GMWN BYa THE V(AY-Dowty EACH SIAT.Y$f+Alf CON IST.O1"MIN FNE(D)'SLAPS OF TF0 SLAT �s�w Rotting.Shliitar&Ystem Ga/ld/is NUMf(Elt PAOCTOURE FOR AGOING SLATS DOWNWARD SCW: !(1 SLAT SHALL RE 'e-' SIL Tie V 0 t�6. pONTIIRIE.D UNTIL 11O SLAT IS INSTALLED..AmR#1O SLAT.IS INSIALLED, ADDITIONAL hIO 1 � TIU.Ii'TCSiINq 4 fHCINTfAI 0 0�PANr '��XI3ERT Si�Ui"T�R�SERVICES ;INCa STATS TAfJST DE USCO TO COMPLETE;THE'TOTAL IUTTFR REIGN I. ~`� " :*• e>ta'Rx fG�se vmau n.a�a1�ar' !876$.91.etTH'oO[5Tf1EkT 15-071 L Lw+p •..rr,ligsi�.Isu POkr.Se:LiluP Ft.:.s6981 (h)CLOT?0M SitA1@O MUSE Of.ALWAYS INSTALLED. o-rtwlr L><otv000lcom M T{p_yaa FAX 012 all-0M opA No STATE.QF CN-QaOG'r1U H. uxwtrp om na.w xrowlw en ��tb--S•T��[� 4 Z Iiy w.uTx ti nwr dr n.l:. fL9WDA Lic.�1�IG'7 1 dD��-lU Wt� .1 5NER {-OR 28' AL,L�II�`�� $/kf'6 TAPCONS XL Wl— POURED -D/16-f TAPCO14S XL W1 2 1/4-Mi., OR 2IX2 1/8' OMENT&Vo.o.wo.01W MM ALUMINUM 1VOL-- !jj"fx3j4 IW RUILUEN ICK SCRCWS W/ 1"0.0..01,00' Oc 00.0401060*(�AK WASHER 0 24' 24' upcofis n W/ 6/16 S,tE.M.WASHER®2b` 1*Mtn.EMocomc;W 24" POVREll POURED Conan leolicalo RrllrTE OR 0 T rf& 00-CROLft PILLLO- co g4E fli..0611 NCREIC OLOCK CONORC 6. v WAK A DORM. WALL REQUIRIZO, rC- E P IN Nr ........... MI OPEN EKmtNaIf C9 0XISTI EWING.41: V ASS- (4A" MmNO) x, r' _ 5 SEE ANaFfpR r oli AHCHOR.- 11 ri SEE ANWOR ON rl SHF SININIVI-111 69' k T6 Mfm.5EPARATIM Mtn;§fPARAPON DIX$$ DIM Ore SCHEDULE$, SHEET A z 4w 0 0/8 0/-8 0/8 1 0/8 POURED CQrffE7fL9 09 OROUT,n . p ), LEO' r, mn 211[COOK OWN. .:1150I)IRED OR,dRWf PULP or W 1, — WALL REWIRED, r ',)N� mr 61,0�,x 1-1 7 Wv Inwim DOE OF WIN 2 IllEr, 'MIN. Mi*-.E.' .002 m -icoa. ANCIZ, x I AWK ANOILE It --vomw CONCRW, T 2 114!m r mrt , ... 0 i4l,ox. ML MQUINIM 78PPED MOUNI]NO, MQQNjjN2, FLOOR SECTIONil FWMVA UUIW)140 c DOE(Nan#tqh Wltt�ff—omwo-zoo PPO i!WLYOR#lqi WWII:0, -URED Nautilus IN ALLATION QUAll.5 9N EXISTO rs OlIrng.Shutter System 64 li C CIOR GROUT FILLED ELL CONCEM 11-011,cow a, 14,04, 1 EXPERT S)iVllZR*SERVICES .INC: BLOCK BUILDINGS .% itswane mF s+s %62AS Sy.010tim wEry 14-071 rext PORT Sr.Vitc(L.rl,-34084 Sl�ALE I' • Okk%luo Ne .......... )r 20 zt� .......--udt.t:.lt:_._-........ POURED CONCRETE_ \ OR J um.Cb:••--•__.__-_ r ors I:alour wlLLrn `� F I oRllJ I oR .J. - Ro1iR P I I OR "19rI> ZN9 /-...�� `^� "� " CONE[TG.PR_\ !\'` �•_y...—PCURE� G /'\ TrouAtp ,--•---••— ' (SEE;iCHEDUt.ES on (SEE kkouL S'0.4 T GRalrt nLt�b ''�` (SEL SCNEUUlES UN' l toac c oa �)°RCJ}� 0TICRETG on SREE'IS 1'7& 18) SHEETS 17 be 16) �.} cbNCRHIE fl(.PCK SHE .5 k 18) GRo rt flupu'""'� Q (SEE SGI(Dllas()t\ GRPU1 FTLIkb_..,\ ( / CfINL'afY(BLOCK\ .SHEETS 17&(8) RIPCK xJ oR iye'fipv V?'• t/�" a S..o.a 1r.:ijn ®�'b.t.r oa I/a FLusM3LSUfL( ..��.`\ti SUB°SAP ` /x161 (FLIP (D) SECTION. ' IM R,J- cBARS IR ?RED,MOUNT 3UILtl-SU110N410404 F'—P- (p AN ) 8MI_I1t_OUj MOUNT sekr,win r I. 1 U WICIN DETAILS INTO.. EXISTING.ROUR CONCRETE O: U FILLEQ GO 'RET 8L CIC B.I D :G' j /may ShuE:,/4 A,• 09•D.c H: ;iI: ,(q ti'4 oc P^ �4'ay, tf . 0 1/e K. ~ SECT I)w! �,�' 1/2., 1'4" ,�.� i /� t ` D f•�._..,:... tJ r/4`. 1 3r /� ' x t t ` - , oa l/e'•Jur• ok 1�8"stm � 'OR 1/Q suo otrTyl3 BUp %n1 / �.oti I/u"sup OR.1" /{ �! ;TION lL� /e fid' WALL MiS0W ANO ULUON �ON. 1. ORIENTATION:CLI(ON ETA 0� � � TM RI N Tt N :�I1' dc:.# ORIENTATION. WALL. I ONt END UI. ON wALL.1�4UNT BN[L WA44 MOUNT INti'E iOR M.UWON° TRAIaPEl2 MOUNT INTIEI31 L2 WALL IN9LTALiAT14N DETi41.L;3IN7O MU.LION8 O'::O'9;a2 E/. 4 uA (2 2"x4°OR 2x6.°.S11Jd5 .t�8"ItUp (2) 2•K4P OR 156E NEfT 20j Yw (SE E(Wlk' 11 r t. ON SHEET ALTERNATIVELY TO +� fl ��7 (sm SNEET 20) (m ain.G' MIN. 7/2• t i/a Fo-•.20xi1/4" 5 5. M.& ON SHW 21) PLYWOOIk yr/ (J(1T MAY BE, USED' MLN..t/2" gip- I"on T}BS CONNECTION O.I NT T1QN:.. ' —— �•— — ...... WALL MOUNT END& INT IOR MULLION L _ J /` D ,/x...v. 'l 'tis ••✓ �i F.EONIDA SUWINP-BODE. pn III h'V01pai1 $urriNne Zone OR•1/d'SLIR '• 0 4 o.C, J 1/?.1/3 t7A us l• CZg10`TIU[S;D INE NN UR4N77;RYr FLUSH MOUNT WALl1 BUILD-AUT MOUNT .� No 44167 ti w..,�..�,w Rollln�g 5htttlr SyAtem SECTION .o'--o' (PL;AN) Ll IK C0Ing WE m`�t Di eea N cob NY EXPERT SHUTTER VIM INC. `t• 1113 NR JNAq, i �p aVp a saw i06 f W bILTMD M StaECr is-ai 1 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ',���cs • o � �G� e-m«routlIXO000yyei.om 1-noel•ISE)149-0019 E'rnq 10 M1.OM OM#Nq No SCN.E:.t/V-11 N/ WALIC.0 AMLR Jr.P£ m, afc rt h, pzmroN an i F,x, UATC PLOW Lte./♦1101 " n•in u,an l SNLIT A Df xe 1' TYPICAL MANDATORY PROCEDURE FOR VERIFYING PIRODUCT CODE COMPL.IANMRELATED T0,[TS'INSTALLATION INTO EXISTING-POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK-STRUCTURES STEPI OBTAIN JOB SITE'S A.S.D..OLSIGN PRESSURE RATING(P�81)FORTME OPENING AND DESIRED SLAT PROCEDURE Q IF MULLIONS ARE USED BUT'VyJ0 9700M BARS SPAN"I.-(ft)TO PROTECT IT'(SMOENERAL NOTE 42,SHEET 1). I.MINIMUM SEPARATION TO-OLASS FOR SLATS.If ftLIONS AREIMSE0.01.1- HALL BE BA T WIO STORM WEI:$ ELLP.Z.ENTER TO CHARTS :(1a,-1b & lb')'THRQ IC ON SHEET is To DETERMINE,BASED ON AN 1)V' 9EVONCHART;`0: ONISHEET15. ITSHAL"C-:MEA8U99DFROM BACK SLAT 6 RAILS; . SLIP(in NCHORtTYPE AT SID 6;A.S D:DESIGN PRESSURE RATING THE OF SLATS TO GLASS. _QUIR 1)&A:SLAT SPANI'L"ft. R 2.ENTER.SCHEQQLEEI.1a THRU 2(;.O.N SHEETS.24,1 6-9:26: 1 A;S.D,..PESIGN.LOAD.;:MAXIMUM'MIJLLION THE ATIONISPROVIDED ATCHARTS I THRU W TOPROMrD.WTH SPACING(MAX;j:I2',8'Of.3.7'), ANDDETERMINE MAX I IMU LL15N Sf T 'OWABLE F.O.LLOWNG,WOORM 4N(HEIGHT) PRODUCT INSTALLATION VERIFICATION INTERPOLA.TJO�,:IN W.WEEK SWINGS POft A-? 5 . �)%N:Q Mu TATIPA. • ENT RATING 3,SEE:SH EFETS 10i IOA-It IIA.12,12Ai1*34-13AF R.R.EOUIRED MULLION CONN50TION DeTAILO At FORA SPECIFIC f-RODUCT MOUNTING.1149TALLAMON TYP9�INCLUDING ANCHOR'TYPE;THE p,.'(}rt . .0 ORVeLLMOUNTIw'GS' MULLIONS f:OLLOOANaDi�-lt4iTiONPOR:'$L-ATSPA.N8HALL*.OFi:ON*SIDERED, CONCRM-FORA.06�EN MULLION TYPE'(.M, '0j,!1 . ). Lwx..THIS 18 THE M AXI. U ­ *'?ABLE SLATAPANFQR:WH CEDUReAW,IP 6011+STORMOARS&MUL , LIONS ARE'USEDM M A11W ICH A GIVEN 1/2'SLAT SLIP MAY BE PRO USED,FOR A GIVEN A.S.D.LWSIGN PIleWAE RATING; I.MINIMUM SEPARATION 10.%Ass.FOR:SLATS:IF BOTH STORM'BARS AND MULLION$':A9Ei USED' • MINIMUM R REQUIRED: '0:It SHALL BE MWURED FROM:0ACK:OF--.SLATS1T6 To AREQ.-SEEPARAYIDN TO GLASSIS PROVIDED ON CHART I '.PROVID.S SEPARATION GLASS PRqDPqTq!WPOR-W1STORM BARS-(-59EMP.Aj, -C!- e GLASS., SIDE RAIL-ANCHOR..$PACING:RIMUIREMC-:w..,s FOR !��:W/A.,9:0.OESIGN'LOAO.AND ST.ORMBAR SPA0114(wkt4baT#AMINE :do EC;TIQNT6EXISTiN(19,rRUOTQRE:pRomAt�CHOR:dtHet)ULVS.V WA-VOON&HEETS16- MAX(MUM STORM BARAFATO 019IONT). THR 18 E H WITH FINALLY DETER m1rk MOUNTING R Sc Eoumpi MINEO.:ANCHOR 7VIRAI-Sum AN T TYPE,A;(iNCIdES% :AND:OaTAIN AXIMUM-ANCHQRSPACING N .0AA P,ID58IGNPRE01.111000 9-SLAT#0 1ENTSFRUMEIL ZORSOIN HE-VTO THAII .N. I E .0HE N CENTERS),SEF..GtNIE!RALNO`lE7 eN.smEEr1P.ORAN6HOR1WEw. AC %, RM)NE AP_ METC, Sf'OTTO mo kv 4 PAOVCl a 0 m-op"O 'P� ANCHOR STEW IFi:OFtObUb-f'INSTAi.iArioN'lNd�UQeSb'.TORM:RARSMI)LLIONSC)k:MRtA BARS&MULLIONS,THe muz ... IONS FOUONNO MANOA WAY ADDITIONAL.0066126URES-ARE APPLICABLE: A: �E-F�� R.A M609QUBE ft IF STORKPARRARE USED' SPACING. I.-MIN14,V.M4EPARATIO.N-'TO*.�(.5)-A$$COR.8 T8.IF STORM BARtAAE-USED AffALLME BASED ON MAXIMU M;M ULLION 6PACINO-tv: b"O'Et 1,810kMIROM .jM1UM-:MQI;LIO SPA 16,ON Skftnki EASURED PROM:RACK-OF SIATS TO GLASS.ru i POa!jbN'IN*BETOMEN SPA01140910 Z.ENTER:TABLEl ON*5HF9T2R W/A.S.0 DESIGN LOAD:STORM BAR SPACING AND DETERMINE MULLIC.NTY09.-.4.MU.LLiOf4:ORISWA'Tfbg' MAXIMUM 11,11TA, ALLOWAOLE STORM BAR SPAN(4EIOBT), OCITTIOM100LOCIA TO:bEIL1$G 93 FORAO SRAY GANDf A a 2:0R.3 a :SVSET.Z�V.07fl A,$.1 -$)GNP.#E0,W IN. .3�RNTEH'T.OLE. ITOF M SAA E**AP�P�1)3A 0 OjN F R No No""T" m I 'O"Tp TO 8 'To PT ON" V 0 N� 6 SATAII) I THF41J.3-'10.:,S)MILAtt;iFORINSTAI)ATIO*NS INTO WO'00-FAA 'LE' PT C AS a A H R;I P 13 - RR 6 D C 0 P�C 1:0-&:7�.FORL(MITATIONS:AP.PLICA6LE:YO INSULLA&66991wo EA (A H F R F 6HR9 PeR CONN AN o Ty�M-0- 1 M NOT .0 2 0 4 S CHOI F I . a T JON -A STORM.. P I k.MoAos SPACING. Bilk (otlhrii FLORIDA 6ulujING cWt(Pon v0y0. . .100ity., urdoaaw ZbnQ), , h100ity, 02015 1ILTE00 WG. -S nom"10, N a,u ti I u ROM Skittor SystemTwitco IN;;UEXPERT SHUITER SERVICES 114C. out -TILLIT STWO CHI)IRCERIND COMPANY sta S.W.1'uwwc STnay PONT Sr.LUX.k 349N J. M2��80)740- 0 - DRAW4jQ1 it. I - ALCTITI.A.I-LUI k.P.C. —I W. rLO N Lk.1 44167 q0try 14 0)'2& SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GiVEN A.S.D;DESIGWPRESSURE RATING(p,B,%PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O GMRARS CHART Ia CHART Ib CHART Ib' CHART IC 1AS'E Mkvm VALUE BEIWIZN POSM MO NMTK A.S.O.WD 378'0 KV4liK BOLT 3 ANCHOR 5/1 6"o TARCON XL ANCHOR 571&"m 7USE MiUONUM POSITIVE&S.O.LAID VALUEAPCON XL ANCHQR - POURED CO,CRETE TO POURED CONCRETE TO:.GROUr MCO-CELL CONCRETE BIACN AWL. HAk; SEAT.'SPAN MAX. SLAT:SPAN AW(: SLAT SPAN REQUIRED MIK SEPARATION TO GLASSAS,O, (IT): LMAx"(F() LMAx"'(FT) MEASURED To.9ACK.Op SLAT(in) RESSUR WALL IIhiPPED UlHttr-OUr -1KDUI :WN.L.... .f8i1xt BUILD-bUr gout O/ Mo MW- NUR -.OUT.. .. RATiN(i 11o1ltll 1°�M '� MouNT w/(6'� LSO f MC- y rr .- -, . .. .. c Nr' ff P W.0.SiOkAi BARS W. RM BARS.. �Y STORM 8 y�,yyo•�k•• NO YON *NU�20NE "O X WINO ZONE (p9}) SEE:fI6TkE# ;SEE liolEs lk Id01O1 iA 'SEE IIOT6S# tUF-NOTES# BES It01F8#. �* BEf;NOTf.!# :EFZ.NOIti;# 60:114Tcs,# &C NQI�k S&wliis� 11 tom. { JD.D 20••6' 15'-4 20-0" 20'-O" 20`-0' 16"-4" 20.b - I B-.0 20�0" 16'-4" 18•.0" 15' 0` T' 19 .1 2" - �- �20 0 18 3 2000- 18'-4�. 2U O 15-0 18x0 I6 3 20 0 1� 0 18-3 14 0 1• 14 1�2 6 7 - ;40U ZO D 18_2 AQ'-7' T641a•0 1•E�S 17;4 14 10 18 tt 1'4 5 14 10 12 9 1�� 18 0 15-3 '4'-0 16 0 13,-9' 17'-4' t4 2 17 9 12 _0 14 14 169 14 x TD 1 13-i 14' l0 1? 10 18-2'. 13 1 12 9 11 0" 1` - 14 t 2 8 ? x65.0 40-0 id 8' t$ 8 Id-4 „" 1T O 12'c4 13' 11 12 1 W-6, 12 4' 12 14 1L2 6 7 .O 1$'-S` 1.3'=9^ 141-0" 12'-7,"' 161-9, t t'-A' 13'=2' 11'-S" 14^2 i t'-8" 11 4 70'-0` t" - 14 1 2 6" 7" 85.0 18'-4" 12-11 73 11 IT'iY 15'-9: - 11'-0 12:=5' IQ' tt-... 13-4" 11'-0' 10'^10` ......9-6'_...._ .�-��-_. ;4- __.....---.....__._ 70.0 1T•=4 12._4"' 1�1._3� _ II'-4 16!m0- 1'0'-6 11.'-10 _,1.0 4� �12 D f0'-0" 10'-4" 10 10. 14 3 10m-0 11 4 0' Ll 12 U I0.0 9 10 8=I0" 1" tai 2 E T -- HDO: .1W 9 it 0 12�-0 1U'-5 Iti-2 _1F_5_ I4 )d 2' 7 11' 11'7- la'-0 .._• _13'-0. 9S" ...._..9�-3" 91'-2' '8'•-3" g U 9'-3' i° 13• 6- 7• ,..-._.__. ..._.....__.__-_..�.,....__�-. ....... _.,_.__._ __....,_�.._...... _.......__ .__..._._..._ 91Y4 74 •2' 10 t" `11' 2 9 8 i2 8 8 10 1.U'-1" 8-t1 f0'-D" 8' 40•" 8 tU 8'-0" 1_ 12 7J2" 6' 7" ___ __ g'-4* 12 0 8'-5 9-•.9' 8•-%" 10 4" 8'-5' 8'_.6• T-•D" 1" _i_21/2- -8" ?' 160.0 1?'$" $'-4` 10'-6• D•»1" ]1•-:`-6" 8'_a' 9•-5 a'-4 10-O" g•_4` _....._.._.,..,...... _...__ -_.._.__.._._..._. T2"~•2" 9'-•0' 10 1 _9,_9• B'-0".:_. 8'-2" 8'-2 9'-8` 8'-0" 8'-O' 7 4 1" 11 1/2- 8'....._. _._:_.7__�._ ......... .._»».....__.. 110A 11-T 8'-8' 9 B 8'-8" 10'"•11 .T-10" 8'-f0-f0" T-]1" 9'-3• T-IO' T-9' 7-2" Y f1.1/2" G' 7• 11-1 8•^6" 9'-6- 8^4" -• T-B� 8'-^8 T-8" 9'_4„ T- .....,._ ----- .-.._..... ......_: __'. 120.0 1 a ...._> -- 7 - T-6' ..... 1' 11 8` 7" .....1260 10-2' 7-9-9" 9,0 T-1I• IO'-0 __?':?._... g 2_.... ._..�.�"{ .__8�a� ?'2" %a...__ . _____. ...._. .___.._..._ --,..M..._ 1�OA 0 r10 T-f' B 9 T-D' 9'-t)" T�D A'-4' %'-2" 8'-5" % 0 T-2' 8 6 135.0 9-5', 7-.2" -8. 6 t�7 ... ."..._$'..-ti O'•.10" T-l:tl' T-•f` - -___111•486005..b00_ 8&9-:--381'••' ._6._'^__.1_�Y._..._.-...__._%Ag_,.._-__p1{g.'_•_.........__77A'-___..�.O52..•"_-....__.,_869.t1=.___g.1..•_ _.....,._._._._.... 11. 8._V-.._2_* � . 10 70 _ :_. 8- ` ..... _.. 148 -'- -- 1 .Y7. p10 -........_.. 7._47•_g . -"_ �- .I ......;2 37 7,-8" 6'-10" e'...0` - T-Y -- %'-•g• � - --. .. 1' 10' 6' 7,- 1. t, ABOVE INDICATED MAX; SLAT SPANS MAY BE USED AS.LONG.:AS ANCHOR SPACING'SCHEDULES ON SHEETS. & 18 INDICATE;'THAT AN AND A.S.D.PCING IS PNEAAS RE RATING. CORRESPONDING:SLAT \``, ssµ1st111tnN , ; e! FLORIDAM. BUILDING CODE(Non f;gh Veiooay flurriwne Zone} 2. REQUIRES.SIDE RAILS FASTENED TO EXISTING.STRUCTURE WITH. Z`.y, �Ci "s • 02015 TIVE.W INC. 3/8"0 KWIK BOLT 3 ANCHOR OR 5/1$*a TNICON XL ANCHO.F .INTO F '= N a u t i l u s D R B'` POURED OR GROUT FILLED CELL. CONCRETE BLOCK;:OR a WITH i/4"m TEK SCREWS:AT MULLIONS CONNECTION.VALID CORNO-44�6 '�" Rolling Shutter System .�••`^ ..:5'•" 1 0 fbc-. art WALL MOUNTED, TRAPPED MOUNTED AND BUILD-OUT MOUNTED. �r�D _ nEaT resimc a ENGINEFRINO COMPANY EXPERT SHUTTER SERVICES INC. "6 J` Sti �fss•�.�f sl s sn,<wavu wnwx,,n sa.w 1624 5 er.I7't.TMORC STRCCT 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE 15--071 I p' PL t41�;���: °rtoa.t e<m 1.<om vaaT,t,tuclE,Fl.ss9a1 DETERMINED BY LINEAR iN'tER1'ULA110N BETWEEN END VALUES. < '•., p \ ED-ODOG71U PI (oI 7<4.905L,IA%:I'M e>t-M DflAMnG No W�.IER A f1U1T h.G.C. '"• sa*m• wn E •-V P.f.',�.�r7/84AW111 E FLORIDA Uc. 46167 an trvw ,s/n n $NFFr iS 0r 26 MAX.ANCHOR'S.SPACING SCHEDULE Vb FORA GIVEN PRODUC'T;MOUNTING TYPE W1 5/160 TAPCON XL ANCHORS TO GROUT FILLED CELL.CONCRETE 13LOCK WALL-A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t MY WALL-MOUNT Om",• AN RANGE pfmmm _. .. 0'-4't >.4'-6''t >:5:-6't > 8'-Z't > 7-9't ->0'-12't > 12'-16't > 16'-20'f 6" 8" a", ' 6" 6 4 1/2" .................__._.__. ..- __ -—-- - - >41-6q 8".. 8" a A. a 4 4/2" _ - _>at"•fii g+- -'-8 ___ 112 .._ 7 5 1/2-- - -- -- ---�.._ SPAN FOR.A AN' MAX. SLAT GIVEN S DDESIGN • —.–SLAT PRE URE �TING SMALL tPB iL0 : . ?._0�2.u......._.6 _.- 4. - [r— -- EXCEED',MAX. SLA > 140 a.. 6" 5" SPAN INDICATED Ofl:SLAT _...___._..•,. ------.___ ._.....�... _...._.. _ ,,. ..�--._._.._.,..._.....__._ BART >tdt Isq.: y' 5" 4" PERFORMANCE G ON - SLAT SPAN .DEFINITION SHEET 1.5. TRAPFIEU:'MOUNT _. SLAT SPAN RANGE �TW 4-4't >1' s't. > W-6,:? > W7't >7'-g't >'e'-12'Y > 121=.t6•t > 1st-2o't ICPNt3E' :r.T. 6:. >3t�•t0 6° >ai-60 ga 6" fi." 6" 6" 4 1/2" 4 1/2- r t)"0 6" :6" 4.1 f2° 4 1/2" .,_......_...�..,.,....:- a-..- -._._.-_.,.-.--_...__._._._.__..,......-.._..--'--`.__..__.__._._____.__-..._.._......._............._.._..._.._____....::.—.._.... >108=1206 $` ' B" ' S t/2" ___._.�¢.__._..._._._.......��2--.._-...._._....._�...._._....___.-_.-.. afi2;t:•-ta4. � 8."• 5' �-0:1�2__._c_ ? >10-160 BUILD-OUT MOUNT SLAT SPAN RANGE AEm . ._.... :. .. > 6'-7`t >T-9't > 9'-72.'a... >:12'-16't. .. ? 16'-20•_1. PPfSSlJF1f -- ..-4. 4 t- > 4.'�5:t .. .. .. >.5' 8'.1'. - PAM E E_. T4" I . wwce wt. E: E E E EAL AL x 30.0 R - 6" 6" 6" 6" 6" 6 8 6"' 6" -6" 6" St. 6" 6" 6": 6" 5-1/2". 66fi° 6" 6" . 6" 6`' -- 5 1/?>4t acr 66" 6- 6• 6^ 6' 5tf2.5 1j2 5,---•- 6"---._G•.._-.E� 6� 5 1/2 4 t/2' ._ _......T---.......ea. 6• _6` .......6."....... .6_.... 5 1f2 5 1/2 t/? a 1J2L... 5: 5., 4� a" 4... ..._�^_..... ._:__......- _.6 6' Or 6 i/2 5 1fZ" 5'9/2 4 1/2: 3 J/4»'3 3/4" _5' 1/2 4 1/2 4 1/2 4 t%? 33/4.:......._-. .. >t91-140 3.3.4 - - - - ._ - _ _ ._ _ _ _ _ -• _ _ ° — ...................... ... ..• ._._.._._._..._..-........-_.__.._._..-._...._.... a Jf41-180 5a 5:.. 4• - - w.........._.. 4 \\\q\\111.1 If1i1)d��e� \\\\ �...T.. �y�i FLORIDA BUILDING CODE(Non iitgh Velocity Rurrieona 20nn) 2 Nautilus ENs�r .,. 4, 02015 MTECG INC. ORAKat'Dr: ° r�.0 rCOpoic Rolling Shutter System n,f,p,•,5 �' 71TDATE y� 11LMI TE.511NG'y.ENGINEERING COMPANY EXPERT SHUTTER-SERVICES INC. g ass xw.Skx"R '-..Sa•. +,tares[;wpthL R Sstrd 1626 S.W an T4GRL STREET A F .(L n."•:..fxs(d"n-Iasi.m.:tamun-.»s 15-0"11 �'•. �! "-mad:tiA"cnf5ndrnm PORT ST.LUGE.FL.J49a4 D ' f(ORl©P '�� ra_000un9 DRAWING No PNONE:.BOa})a9-'iOSG,TA\.(Tit)aTt-La90 3, ••--y-+ ''1 � WALTER A TILL0 N.PE. Rcm6A L,<. )44I6T _..r:., nms -44CET to or sa SCHEDULE VC; Vx FORCES(Lb/FT)&VY FORCES(Lb/FT)ACTING AT JAMBS:FOR AN A S DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED:CELL.CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE .BETWEEN POSITIVE:AND NEGATIVE A.SD, LOAD) Mnw�tuM SLAT $P&N FLANGE :DESI.ON PRESSURE 0�-%#' > 4'-5' > 5'-6' > 6.'-T > 7'-9' > 9'-1:2' > 12'-1.6' > 1:6"-20' RATING _.. (RSL) Vx Vy VX Vy Vx #120 1<x Vy Vx Vy Vx Vy Vx. Vy Vx vy. T s 3i5:0 1:0 60' 1:0 75 T65 .238 105 421 '135.' 59A 180 99.9 24:0 1590: 300. ....- _. >31 40 10. 80 10 100 386 440 1.40 3:98 180 823 240 1328 320 1823 4p0 __ .._........_ _ __ -- _...._.-........ _ .. _... >41.-:60 10 120 290 150 794 180 509 2.10 708. 270 1266 360 1,9,62 480 2553. 582 >61:-80 1p 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 1547 596 j >81-:1:05 125 210 550 263 711 315 1 68. 1372 473 2009 591 2492 638 - - >106 120 313 240. 728 3`00 881 360 1345 420 1587 540 . 21 L2 640 - - - - __ ............ >121 140 552 28.0 :960 35Q 1003 420 1612 490 1865. 630 2039 635 _ - - >141 160 78:1 .320 1 136 400 1322 480 1873- 560 1.1740 640 -" - -- - 7 7 SLAT'...._.. l-l............SPAN ..1 'IENOTE). SLAT SPAN DEEINITION IT SHALGgE'.THE RESPON$IBILRY:(IF THE'.CONTRACTOR OR I PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS: DESIGNED TO SUPPORT VK AND VY FORCES IN POUNDS PER UNIT FOOT OF SHATTER HEIGHT AT 80T11JAMM :SEE THIS SHEET MRwi'VpVALUES (: Vy SIDE RAIL„, Vx FLORIDA BUILDING CODE(Non High Velocity Rurrtcon�:Zone) p yll�•~ SEN S� y 6,$0,19 lILTECR INC. ii.W.WN M' ? s: �} NoUtllU.S Y.R.L. Rollin Shutter System i. ® 9 yg r q ®INC. DATE I .* '_//S� �{/! �`' lAl1T TC TIND cNC(MEC6"lR COMPANY EXPERT SHUTTER SERVICES INC. / yt• \ St sG ws.tmx;�cumetn•n.1I,M 181E S.W.(OU fiC SMUT I �P �4� s*:,. (.w�NT1•ssm. :(aaa7sn-,nsf T 5-071 } .q e-owc isle<Veeol.cmn PU Y Sl.Lwc,8...34981 i �i'Y fLOR� fA-OUD[ft19 r oNE:(M)"o.-MG.w.(112)Oil-W7o DRAWfNG No pp7���� WN.1LR A.711.GT I qE. _ . 4 .�'N IM1c:•4 r”."L rLo'K,Ua t 141b7 ,,.In ItMa SfICCI 1L of iE 4