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HomeMy WebLinkAboutProduct Approval 1 Florida Building Code Online Pagel of 2 .................asomm A== rpirp,J8 Dpwmenta $Cis Home Leg in User Registration Hot Topics Submit Surcharge Stats 6 Facts publicationi 1`11C$tab BaS Site Mop links search nee �, s ssi nal Product Approval (} USER.public User i-, Regulation t s,,d �. -�u��3r.r�>k 11�ASd HT1 fir s1 Heli?x�r»r.M>a r>ii-.,gra >��i>ApPlicaNan Osgil e , FL+► FL12246-R3 P Application Type RevisionFILECode Version C-- Applicat o Status 2014 NI t Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 cailexpertOaol.com Authorized Signature Michael Heissenberg ca0expert0aoi.Corn Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL.34984 (772)871.1915 Ext 106 CailExpertozioLcom Quality Assurance Representative Michael Helssenberg Address/Phone/Email 1.626 SW Bilmore St Port St LuCle,FL 34984 (772)871-1915 Ext 106 CailExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i` Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A.Tillit)r.,P.E. Evaluation Report Florida License P€-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Ir. Validation Checklist-Hardcopy Received Certificate of independenc8FLl >{'S k<f C"I G 4 Eki- H(fTTc ,PL�t ti� i�lyw ttApT� S LIN; i5±iv= 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 Equivalenceor Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option 0 Date Submitted 0810812015 Date Validated 06123/2015 Date Pending PBC Approval 0612812015 Date Approved 08118/2015 Summary of Products FL R Model,Number or Name Description .. .,. 12246.1 Nautilus.Rolling Shutter 5 stern Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use In HV14Zi No Approved for use outside NVNZ:Yes ritip yy'wT � �t6tivG SSZ)1'0t Impact Resistant:Yes Verified 8Y:Waiter A.Tillit PE-44167 ' Design Pressure:+1601-160 Created by independent Third Party:Yes Other:State Missile level'D"wind zones 1,2,3 and 4(basic protection Evaluation Reports only),Pressure rating:+30,-30 p.s:r.at 2o'-0'span and+160,-160 1 FL72246 9„1 AL �XPCWf SHOTT_U,5€pYICE SA#'" Cd.AU'rt,.0; p,s.r.at 8'-0"span with 1/2-slip.See sheets 15,16 and 20 for additionallPOLLING SHUTIER SYSTEM P F.WN 15 ressures ands ns. Created Intl ndent Third Pa :Yes j Contact.li4::1440 North Fbriye Stmt 7allaUsfiee FL 12,. .'14._9 Phone:850-AjZ-1a24 The State o1 FMrids is an WHO employer.Copyright 2:2Q.Z-2013 tate of£brida.::Pfivacv Statement:: ::Refund statement Under Florida low,email addresses are pub0c records.If you do not want your e•mad address released M response to a public-remnis request,do not send electronic mall to this emity.Instead,contact the orpce,by phone or by traditional mah.it You have any gVeatiens,please Contact 850:487.1345.*Pursuant to Section 455,275 (13, Fl two Statutes:effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an ennall address if they have one.The emaik provided may be used for official Communication with the acansee.However email addresses are public record.It you do not wish to supply a personal address, please provide the Department with an emali address which can be made available to the public,To determine ityou are a licensee under Chapter 455,F,&'please cask!!CSI.. Product Approval�Acceptot [.':_ ::t wcutltl-m€..I F,iC http://www.floridabuilding.ore/pr/pr_app_dt l.aspx?param=wGBV XQwtDgvzRNLe5g4OV... 8/20/2015 GENERAL NOTES5 ANCHORS Snag.BE NSTMUED fCt'.-'WMG ALL OF 11K RELOMMENDATIONS MC'%--EC�FC004S OF IKE 00,mows MANUFAC�Icp, .- NAUTWS R=W SHUTTER SYSItu SHICWN ON WS PRODUCT CVALU4704 DOCUMENT gP.E.D) HAS BEEN 0,AKticAs RE1.01REC FOR STORM Sots CONNECTIONS StALL BE K,SPEC-FLED M AFPICABLE SECTIONS VwOWN ON S4tfT W. VERIFIED FOR OOM%IANCE IN�VCCORDANCE W?tH 14t 2014(5th EDF#CW)OF TAME FL0 DA SUOM CODE. NAR WAR ROLUNG wuntiz SYSTEM SIOUL NO,M;NSTALUD AT IW,4 VELOCITY HURRICANE ZONES -3/8'ftl 1/4*CALK-INS M*NVFACtJWjD BY POWER FASTENERS,INC. ,IBROWARD COUNTIES), MWLIFACTURED BY ALL POM W- -3/8-9 KWIK 800 -7 VANUFAC'UkEo By Htn.INC, DESIGN"D LOADS SHALL RE oLICR"EO AS PER SECTION 1609 OF THE ADM MEqTK)KD WV- -5/16-0 -,AKGN UMLIFACItAca BY frof qU&xx,INC FOR A BASIC WIAID SPEED AS RiWRED BY INE 40SOIC'MN WHERE THESE SP UTTERS WiL,BE INSTALLED FOR 4 VRECTIDNALOY FACTOR Kd.CM.Vf4C A=7-10 FOR INSTALLATIONS UNDER 2010 FOC uM%tVm EXE OVANa AND SPACING FOR ARM MENTIONED ANCHORS SHALL BE AS k%D"TED BELOW OR AT AD(M.MINT-TINED SHEET. AND SHALL NOT EXCEED T IK MAXIMUM (ASD)DESiGN PRMRC RATWGS MICAU OR$HEM 15 I*U III&20 IWIJ 26 EDGE DISTANCE ANO EMBEDIII(filS ARE BEYOND ANY F1,41SH MATERA- EAIDEDMIEENT IN ORDER TO VEWYlIHC ABOVE COND". K ULTWIE MC4 WRIO LAOS DETERMINED PER AWL 7-10 ~FILED OR SHALL BE FIRST REDUCED TO ASO, DM' N WIND LOAM BY MUIY*L*ANC THEM BY 0.6 In ORDER To ANCHOR SPA43H4 0 loax EDGE DISTANCE 0 10014 CONCIN717 CONCRETE OLD" TO COMPARE THESE W/MAX.(P-SD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IS THRV 19&20 THRU 26, a/6'0.1 1/4*CA"-w 3 3/4' 4 111. 1 1/4'(3000 W) NOT Allows 2, IN C0KR TO VERWY THAT COMPONENTS AND AN':HORS ON THIS PXV,A"l TESTED WERE NOT MR STRESSED, t/4 3x3/#'SOLO-S" 3" t ?/a,(3000 P*T) NOT ALLOWED A 33X IkCW-ASE N ALLOWABLE STRESS FOR WIND LOADS USED IN THEIR ANALYM FAS7ENERS 3/8-4 XWIK BOLT 72 r 2 1/2'(3000 0*;) Not ALLOWED 0 0 TAPOOk XL J/4- -(2191 SPACINGS TO WOOD HAVE BEEN DETERMINED IN AC'COR0AMCcwN,o.Sl 2cm S/16 3 1/8' 2 1/4 R p6) NOT 4110%T0 NAUTILUS MLN(;SHUTTER SYSTEM'S ADEOU4CY FOR IMPACT AND CYCLIC RESWANCE HAS BEEN VWED IN ACCOW"Cf WITH SECTION 1845.1,2 OF THE ABOVE MOMONED CODE AS AMERICAN TEST LAB OF Sou N 1D.ANCHORS REDUIRED FOR MULLION OOM4(CT*NS SHALL BE AS SeTWIEr ON AF-UCASUE SECTIONS SOLIWN DN SHEETS 10, IFLOMDA,Mr. -08 AS PER AST.E 19%-=E 16ft-06 A"E 330 STANDARDS.GUALIFYING. IDA, 11, IIA, 1 133 4 j IOMO. fWSTALLAI-OWS F WINO ZONES 1, 2,3&4. MISSILE TYPE;0 A.-0 ONLY APPLOCABLE TO 04SK PROTECTION INSTALLATIONS.AS DEFINED BY SECTIONS 02.7 1. 6,2,1.2 AND 63 OF ASTM E 1996 SEE SHEETS 19 A ?C -KW))K BOLT TZ EXPANSION ANCHOR MANUFACIURED BY NI.TT,INC. r(*AWFP(INAL IJUVATIONS. -"US-14 SCREW ANCHCR MANUFACTURED ON W1%INC -.WEDGE-OMT ANCHOR UAAUrACTJREV BY POWER FASTMERS,INC. 3 ALL ALUMINUM EXTRUSIONS SK4-L BE 6W-T6 ALLOY(UNUMS OTHERWISE NOTED),SEE SKtT 2, LBRIMUM EDGE DISTANCE AND SPACINQ,FOR ABOVE MENTIONED ANCHORS ShFtL BE AS PIDICAIII)Sao*OR AT ABOVE MENTOO40 SHEEP. 4.ALL SCREWS EXCEPT END RCIEN)CM SgM,,6W$4TC BE STMN:M STEEL 304 OR 316 SERIES WITH 50 ki ED"DISTANCE AND EVREDMEWS ARE BEYOND ANY FINISH MATERAL, 'rZW STREWN AND 90&N TENSILE 51 F CMkOSlOh RESISTANT COATED CNRaW STEEL AS PER DW EMBEDMENT 0 to= 50018,Alt S,V.&ARE TEED SCREWS MANtfACTORET)BY MW DIALOEY* SHALL COMPLY W1 FLO40A eU%DM GROUT FILLED OR CODE SECTION 2411,3,3,4, ANCHOIZ SPACING 8 1009 WOE DISTANCE 9 100% =,CRM- CONCRETE BLOCK 3/4-0 KWIC BOLT T7 27* 9, 4 3/4'(3000 pli) NOT ALLOWED S.BOLTS TO BE ASTM A-307,04VANEFED OR AIM 304 OR 316 SERIES STANUSS STEEL Wjk 36 kjl*AN,MVU 1/2*o KMK 9W, TZ 22 112- 7 1/2- 7 I/A'(3000 PS,) NOT ALLOWED YIELD STRENGTH, 3/8'0 KINK BOLT TZ 4 3/4' 2*(30GO PSI) Not ALLOWED ,s/8*4 HUS-h SCREW 1. Z-(3000 Ps!) NOT At-OWED 6 NWTI4,;5 ROLLIN0,SWTTFP SWEW 8EWR5'L,5 PATENT: #5.M.22S AND#7AGS.qz03/8-0 WE0(;L-BQLT 4 1/2- 4 1/2* 2 1/2-"3wo P,;s) NOT ALLOWED -14 Sm OR im at 6* 1. -(3C 7. ANCHCRS TO WALL Fl)f�fo 5/lI*c or-+S"39 sw n 1 7 I/2' 7 :/2- 2 A/2'0000 PSN) w-k,LOWE-I, �ISIDE RN,19"Li RE AS FOLLOWS� 1/2*0 wis 3 QKO PSI) NfN ALLOWED (A,' To Fxr,-Iw PMREC CONCRETE. Wi. !M"p-i, COUPRESSA S"RENGIn 7L.. THE WSTAL.ATION CONTRACTOR 6 TO SLAL/CAViK 41.PQCI)JCT COMPONENT EDGES W,m.N RE"'i IN CONTINU'l,"S C(WTACI, -ITM T"E BU5-1,kc; -5/16-9 TAKON XL AN".HL)RS AS MANtWACTUWE}W ITW BU:LDEX,INC, To PPLVENT**D/Rhtj NIRLSI%.t"_9 AM S&A,PROOLV TPACKS ALL ARWND F�ftt.LENGTi. K3 ANCHORS WK FOL AS MkNLIFACT,UM DY 4.71.INC, 12 a 144AI-L W THE Rrs"Irleitrry OF W cowkA:TOR 10 VER*-THE SOUWNtSS Q'THE STRUCTUAT W 4ERE PPOOLIC-IS TO RE ATTACHED'0 A MINIMUM FV9FDM,-A" INTO PCLJRED rGWRrFE SHALL BE, •q,VRE-RD-ER ANCHNArE,THIS PRO JCT SNAIL.ONLY BE Al-TV:ICD 10 CONCRETE BLOcy, W- WOW Fp,%ME SULLWUS 7 1/4'FOR 5 X1, 4�1 f,0 TAPCON AWHORS&2 FOR�/b-#Kww SOLT 5 ANCHORS _MS PRWU-'S FNslklATIO#�$-Au.COMPLY WITH ALL ?:KCS NIXCATCO IN THISS ORAWIH�; PLU�AN"BVLDING AND ZCN%G RE"4ATIONS PRMOED IF THE REQUIRED EMBEDMENT, W EXAMMEN INTO STUCCO wt BE LIONSIDE ED AS RAPT L BY THE JJ4-StBCTInN W4rRl,PERMIT IS APPLIED TO. A2, V*JIVUV 0CE OSTANCE (E-C,) INTO POURED CONCRM SHALL BE, A-FOR S/16-0 TA-r(N XL AWHORS & 5-FOR 318-0 K*Ix SOLT 3 ARCH S. ExE C,w-yotm IC UI' 4 VU14ANIZU SIC*PART Of TINES APPRCVAi M41 FI19SH MATERIA- THIS P,E0, PRE-ARZC Ff THIS ENGINEER IS CENMC AND Cf)i.6 NDT -R�VOE NFOAMAtICH FOR A SITE SPECIRC P,'OtFCT;i.s. w)IcR;-THE SrE A 2, %CASE THAT PnCAS-, STORE PRLCASI C"::Rflf OR BRCK PANELS.VENEER OR PAVERS BE FOUNO ON roNvlpoNs Dl-'LATE FROM'HE VED, TH- EXISTING WALL OR P.00i:ANCHO;IS,SHAL,BE Lc+4 CNZVll TO REACH TIE WN Slp--CTUW, BEHINP StRIi PAWLS (t,)CONTRACTOR 70 BE RESP`.%$%F POR:sit SCLECTON,PURtHASE AND KST&AATfDN P*C4LVCING Lift SART"Or TwPROOLI7,EASED ON THS Pl,D. Pft"=HE/SHE DOES NJ-O-OATE :"ROM DYE -,OP0rJDN$XTXLED ON 71115 DOCV4W, SAFE?,AT SRC IS THE (e)jfI EXISTING GREW Fg-LED CETJ.COtCRE7E BLOCK WALL ASTM C-SC CONTRACTOR'S qM-lAIS*ILvlY 'FAKON XL ANCHORS,AS MAbtfACTVRfD By tIW tVJIWEX,INC THIS P.E.C.Wk,,8C CONSLERLD 4NVALD IF ALTERE.0 BY AN'WAN'S 8.1)MAMI�w 0140EDW0,T OF 5/!6-0 W-CON n ANCHORS PATC,THE CR041 F7UtV CCUL C04CRITE BLOCK (,j)SITE S-EOFC P;tSXCTS SHALL hE PQEPAPEV BY A CLOROA K.^!%TMD ENCI:EEP OF ARCHM0 ANC-WLT,MOW THE kNGtNZER OF UNIT SHALL IEC 2 1'4' W FMEF-DwEllt WTIIJC-0 SNAJ, BE 0041,0EQED AS PART OF TNF REQUIRED Elwoww RECORD(LOk)FOR T�,E PRQfCT AND WHC W`L-BE RESPONS40LE FOR THE PRI)FUR USE Or TIC P.E,C, ENGINEER OF AS A CEILEGATCO ENGNETR TO Tif<P,Eo.EN0WER. F-64,41 TO THIS LATTEP THE STE SPrCFK�RAMNCS FOR RNF S 2)MINIMUM EDGE DKTk%E',E,D)C+ S,06*9 fAPCON XL ANCIIIORS INTO GROUT FR-10 C�Lt CONCRETE B I.)THIS PCDSHALL KAR THE Wt ANI-1 IRVqk SEAL.A"SIGNXTUPF 09 THE PROFT111SIONAL FNiANEER Cf wmi<SHALL HE 4',EWE MANCE IS SEYONC�ANY�)NISh WATEWI- PECO-1, -11, 0 -AT PRWARLD IT. e,35 IN CASE THAT PRE.--AST STOME,PRECAST -ONCRETE 09 BRICK PANELS,WNTER OR PAVM at FCU,411 ON RHE:X,S;MG WA-1,CR ftcm.Ahc"CO'Rq Swu or.ONO ENOAXH TO REACH THE MAIN STRt4ftiPL BE-ND P-10OMT MANUFACTURER'S LAW, "44ku BE LOCATED 0.911 rEWLY VISIBLE LOCATION AT FROCUCT W ACC0QLW*l ATT4%CVON Cr SUCH PANELS f0m:A 0vl.Dvvu COM,ONE LABEL Slou BE PLACED FOR EVERY O-EUINC. LADEN,141 TD COMPLY SECTION E710l2 0A'TIE ROvu qLxLVNG TG (C,' TO CXt5lill,;WCOO FRAME;1',ILOW.; WRUCK,'PT%IE-F*-S0VTH DCUGLAi41R-SOVTH(0-0,40 CR L DAILY 10.1 LIMIT ITHV�N PINE 02 W/I- 0,55 M,N. f....SIA 7.L 0 1 r I f.I -...A ,�MFLCAIDA&OLEMi CODE Rio vcmity fri:c,e Ransj -5/1e-*TAKON Xt. ANCWlPl_AS MANUVACTVPED BY T*80,LODI, ;NM F Yt 1)VINUU9 EMBEDMENT OF TAPXN XL A-Ir-MCIRt,INTP THE%-M FRAME Jwq SPnl,BE 2 1/--P-fSTrX * Ncutilus DEC PTNETRATicW Rolling Shutter System THREAD Sli MA'OiIAL SI-44(RE CONSIDERED AS PAP'0., 1,�� KWOTO EMWWFW, L 11LIECO INC. Ildc. NO EVOMM INT, - MXW€W EDGE DISTANCE iE,D)OF-A-ItX)N AtXICA:, INTO SHA--BE.1 1/4*,Ma CSTAW-E IS EXPERT SHUTTER SESERVICESINC. BVI(Ohl)ANY FINSH VATEAiAl, 162-S,. siw* 5418. Clt W O45C THAT PRECAST STOIC PRECAST COINCREOR OR€"N PAtiE7..vENEEP CR PAVERS BE FOLhr, O'NkMl� TITHE U"ISPING WALL Of,FLOOR.ANCIIORS SHALL RE -00G IC REAL 744 MAIN STRLJCTLRE BEHIND d. #4 #6 #7 W *4 rANT—M M*19e auk z 4w-vwfS$Smx c*Amv*wAc4LWR cwomoow MM4'"W" AILS W_ WV_%ALT cc*ro Ut RAT _StATS 60016-toASTARTER KM Ar". u4r'r. p T 4 @1 S;'J;r"_L�L�FT T2!! ',n- 1�' 'aw .4, V, 11M;Ir"L • WNWACKA"70 KtO-MR d 164W,04 D4W OTAPAWE Kftu*%ZKW�ODI W *A"wT Wi',­WM,PYAXs<f@ BUILD,OUT-T oft1%AJWW.01 Sao- A 1,41OK341 ITIOMUVEXTEK SCREW 2W (K�l §1gaM BAR I—V WO HIL IR NC MW BPL:3 ANrkQR 4X$M 4XI bMw. :�LO C.000061!!, 06 MULLIO _ULUON $W 11 !!Mr F-OWDA EOLOWG C (Nun lrqi Umity Hu-ekjir,Zana}. Nautilus \Y Rdling Shutter Sotem IL ECO#m- EXPERT S14UTTER SERVICEsTt4c-:— 'a.b S1. 6r COMPONENTS Fl� to'M F", 13 w � � (D 1 SIDE/END CAP 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK `�- 4 SPRING BRACKET 5 SPRINGASSEMBLY ° 6 60 MM OCTAGONAL AXLE ' w 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 X ,e► 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS ` 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS rp+" 18 END.RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 SOW OCTAGONAL DRIVE CROVM 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END CAP ASSEMBLY COMPONENTS NtI11MN RORIA WIDIRC OME 3iNull,Higt Uochy Hart;cnpe Lnnr} wS�G n c....�✓l ��. c 2nd n l:o:•r„ I V l �J rA air m f,- �»•._, 11 Roiling Shutter System n[9•= C Q fMC, xc ,a► MIX ttsrwc r€*w9"N ac carw.m EXPERT 5FIl1TTER SERVICES INC. f .4 ti .�5.ax vr;.pa,t}x•.ea 182$sv �'�: .rt C �.+kw:4MAY DA [a t2�%o•..e io •-3.,•'��, STATE OF )IY/6 & Y/7 l//9 KAR 4 Y/6 & Y/7 WD CAP ND CAP A'4f,, CAP A AP .......... 14 SAls W-S 'SLATS 0/8 0/8 a 0/8 0/8 0•/e W/A 0./s 078 r, All 'T aW `A) -1To -Ito Xs ' 777 77 7 77t-777' '77 �17 7 SloW #Y16 Y/7 im w s<r :T 77�_tV/9 Y/6 & Y/7 ME 0Y m a M 5st' IYPICAL SINGLE UNIT ELEVATION WZQ STORM BARS. t,*NE SEE SHUTS 2 & 3 FOe COYFIOray W5 t4)fit EtXLATLFEJYP(GA L IN__GU UNIT ELEVATION M(Z STORM BAR NOTE' SEE SHE--`,S 2 3 F1",+2 ','OMFONENTS '10MENCLA6LRf NIS PROCOURE R SLAT I?WAUA7M GIVEN AHEMa- ChucAx -I: S�_tm�Itr*�>fr ro_m�cl,LE-s"TKQ� I-o'AM- 'o 4451ALATWNS Wj4 STCRV W.S, W/SIORV,SrAS CR u/STDRV SAPS&VUL,"tl W/001111S, IT 0t99&N'AMSUAT W1 X,' 11 SLAT5 AT F,Rx,_CWr,El' WkY€ICWTI SAV': :-A"CON$M^.K UIN Ila T5)SLA-S F Ti AT SW XW1NUW tNUL TOTAL 5MTEK tAEr.W 1 COUPLCT0.qLAWrf Of WIT 'STkt(l'KFC;E K101w SLAtow vAR*wf�"417rtws v 3_oewwo cc M'W'kv'"WsTALIC-" s«trto NEz�w iARcEp ?K^ tc­o'AptwLt TG wmu-c-,W.n slcw FLM.IA BWLN*�CODE(N-W,"V.ocity Hunks"Z­� WS INO.1 0."W/o aAt, Cfi15 W/Kr;'ffs"'M'p),-AN 4 R_7 ill ALL Noutilus ��,qU;g 5,414-STAR'A!#7 SW5,AT T�V­ W#2, Xr WE WK-NO",SAC"SW I 5:HAU CONS�Vl Of u,N F-Ir(1-T.A7�A0,F I Lo i polfing Shutter systoryi =,Wr*AQL? S�AT 5-kl 4t IL ECO ENG, ]TAIT ra%TWJEE�ttln� f-c•sAl K,*STKa 07E8#10 WA- I EXPERT SHUTTER SERVICES INC. z I'LL11 VMI4 cw'NK("o co.�pjm qAl4 01'FT K OK,7J wVPLE'i TK TOTAIL SK,ZA ALWAY', OF 0"*w _.. , W.Lok W tfft7tQW 2jtt } tsr s wwr G ai l at , -� �Gjor��.�or � � W_3/12�'w-4j13 �-' iM+S4fl fit,25 d 2b IA.W—t f to OR W-2/11 ok PAM, REO XAMIC V/9 W-3/12 OR W-4/13 BOX: t s',"iDt r N%-W,xa E €Iz b xQ.l tG 8t at V4 e - 'r 24,29 E 26).. r ' w CAP. � 3 t � "��r c'„_ SLATS sw s _ PjB SLAVr 04 YY {t St4Txj Q•H fG r SVTri t� F 0/8 x SLAIS g °3 : to Of ....or p...�_., S¢ j Rx js- - e,S r r __ iz j % IATS R/8 - __._. 1Tra ,- _ '• R/8 R/S - _ 3f st^ _ _ R/8R/B nr ur or or --v -...�,. ; eR,j _� ui.R,fg.. R'/8Z----jS� j,; .. €, W-1/10 IR W-2/11 OR ` e.EE 1�(rxt .e�2� :W—i/10 Gv W-2/1 lop W-3/12 f);t W-4/13 1�u W-3/12 0-W-4/13 t,fOx 4LAI af,"4 YA'. SLA' 16PAN Nct... SRA? '?;FAM #.?;s.. S.S;t VAN MTr.. SLAT SPAN' Mc.. 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SMD-OUT MOUNTING BUILD-OUT MOUNTiNO SECTIONS Y--Y INSTAL ATIQN DETAILS ON EXISTING WOOD BUILDINGS 111111N �tORISA UWLDVNd C'.+:U N.1 114,t'a':�CAY H.'mxn 2r'4V) 4� GEMS Patting'Shutter System or¢s EXPERT SHUTTER sfavIces INC, �„C ,k 2 dY T t�TiaC h C Gk�+2M1r+C LaMF<NY ¢SarN bHrr a��w 625 SW:.QQY'MC1F[STtEFSi `S e :w� .4 .0% STATE Of .. + crtE tc�.e7Y5 Meaty'IbJC >ab-.web {3J}}eSA-Ob�g Od/:Ww4 No .. .._ s {• ca 5? w .r.. war sHrr � ��n b NA• Nay �HFaN1111l1111 u t.: �.•,"1Ea ix N., Eti �-- r. /^•, �" ,r- I ':'�'J,', C3%.^,RE{L t I f J cc eKe r tx =&t8f ca cwt, r.o" a' t r�'t Sr�ts ' Stk>S F7� Es wsxn rust �K QF1W :r fw,.ar:,c a.osa• �'° E .f FS :ff fR COW z {H # r f-- o i o: (q� 7.Kxx•- --a..z q Z ;LAI 1 1". CH:)- �"�7! sc,a ra IIT^ ,,`. •;D} o.c rjY:,✓�' �t FLUSH MOUNT (WA ti p os,fa'¢4m a axe r/a•Sipf . . �,t LI.,f. ort•.fe �;.a i..... 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INSTALLATION DETAILS INTO MULLIONS G G9 G2 ,..� LJ " C xd" JRA '" (xr,,+r1'CT 2•' A-"n4Nt7NF."Y Tf, ."^ _ (sr r[-sem u.ri 1re2' W1 %U7 MAd eI Y E:; SECTION ,Q';-0'(PLAN) O R 7HIS r xr r�.c r4E ORIENTATION f2 ,i,y•% ,. _ ...__., WALL MOUNT END tt INTERIOR MULLION�dpNlttNh p E'•a.,c tA'.= a F c.e, r n "�•' ,3r` •• • J Yw iLM BfsiLGitfC Cr�'G EI:On HaJR�'tbsety RurKtoa>-i 2�nri �i$N MOUNT (WALLI BUILDOUT T LINT h Z f No 441$? * Nautilus"s tc cc o,OU M0 (2oIM9 Shutter System �. Esa.Ez _ acoSECTIONS 0'-0' (PLAN) ' EXPERT SHUTTER SERVICES IN �� ur. m-= ,. a,w 9e40K�merr , rear sz. du,e_r� x�ea. 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TOP # r SECTION X1•X1 Wl T°"') r ' T cru ,Nt kL l B� {e r m ee•ur. jjENQ,k INT Ri R ULI 9NJ (ENP-ULLI gn AN Y I T R1Qf? t Ui 1QFt QN Y PEO'' ALTERNATIVES SECTION X1-XI W/16t* I Ltd t CO E IF .. �,.b..: °s�i4''1 iYl �r'fLNikt�h � ARRLh;+el.$ m• a+c� ECi.-- -' tq 4'l ala A Y,NI3 EJL. J{7O N KIN' FI [• SIQE RA1(� U AND BO% NOT SHOWN FOR CLARITY ^GR(t) 3/40 rch"AK e TZ E'1Cf+A^QN µttMtTi�" 9 E*v�Q4D•td;ERICR M"LiGN5 -_ _____. CtOR40A SWI.OINL CODE(Non m4h V.4.C43,l3uKrartc T,orrej (fj k ORCt:Ary a g & ENa MU CM �(OkTERtaPIc MA1:a vim. * Nautilus ENS,& FLOOR TQ CEILING ITRAPPED NGAVULLKWSiG OR 7t,wfa,Rm,. b* Rolling Shutter Systr� SECTtONSW7 L IL ECO1��. �E t rcxtae•c.cce,n.c cewnix EXPERT SHUTTER SERVICES INC. ' ENO R INTERIOR TRAPPED MOUNTED MULLION INSTALLATION = r200 s' ,ti<> , ,'r„_ `»> :rat£.. t�S”= ,• � Farww ra.fi alai ,�� Tecrt^±ar ze T' ALJN. iE 9croM} K_{• '.7W iJ'tXY 159 s�S,-L:'• - ,diLFII Th-005$3.'z 1Yr? 1/4 14f 4 a ,C`CRINJN @i! =k A6irz.C.ME_ M£h 6' '1f�O'c' fhrikS�+Y'" If ;7-TiaJCILxi Fv4r F... ,. a S/s 4m, F✓ g•.�: _ .._ . ., `a 10,, a*Wn T1r4H`' G.'D 5 kka. E D E fm;cop POURED f-t?NIRC"E mr, Y F0 fQ E+ Vin, Tn.Gh liY•:J"a £XIE' R t 3 I's; Minp ;n.EXTERN S o =re E s Q/8 or Q/ r ;a ;,, Ca V R/8 or R/$ or kLQ �e� tsos is r, R'/S R'/$ — A— AN�t FA YRCE$"J.PP�>A6,.Y' A� ANt3,C S.'0,S'f17E. C ' ?'�+rY }FPX ,E aµ ti n{c itt Lec* " MAY BE u ED SECTION X2-X2 W1 OR � ALTERNATIVE SECTION X2-X2 Wt CG)OR(6t4 r _ Ls cL s a a ecT + '-a' cN 5-ir"I 't N & i �EN.p.. & (E _�. .. NJExRlolt MULLION 1W QRI 11JJN IF 1 g k:n ( ' k"xS 1/7% .aGC3:T bLIIAi. 11 s ®- �:Rd 3 .._..ANLE Wf fc'px3j+i IF'ya �3Utl.l°WX • SitfH RAIL-b`NOT SHOWN FOR CLARITY 1.l:aJ{Wtic ?` tin. rH K +tO'a v .ry�zrzaar. It # Fzsxcotrru8 aa111411#011",� F.G. �J ".Lr. - FA s ¢ W SX J�<m MRU 8C''L's Y) r uGl{ N 9 ids S uwrt Sal Ex'msl.,> :, > E#t A.77 FLORIDA WILOM COX(Xon aipn Veimty ". w, Lri�s. YtaBEDluEt.l tp cn� '�C?a7„ r _ 4'• 90-1tw) a� ,:' vcFk �� z.,F �, Nautilus °`" Fr e ��� Rolling Shutter S*ern ns WALL MOUNTING:MULLIONS,(d R� x�""'-"'""""`°' �'°'� s f UE�OO 1Mc ?OUR D CONCRE�fE WALL .-' )r Inst�s s l ccxwc QI0'mM EXPERT SHUTTER SERVICES INC. SECTION U1 2 «w a�eua p„• a=a s x a rMxx 314"1 °�, END fi INTERIOR WALL MOUNTED MULLION INSTALLATION ,R .�ORlo }'�, ... st r; s.aaarh e.: l ?C.k C' ifF' a i+'_._ U A^ _. Fi)R(I) 3,14"41 KWK Bet` ""EXFbAfs;dCM _'�• , tCS E A71'aN$ & t 8 ,R 4•g) a/A';KWPR .oL.?TZ 'lAw E *N A'4yi,=. A SIDE W/rC 1 i i 4i THRJ KOS TO ---�Mr��E.O,».__.m«, _.__,,,5 V,, F v'. —iildCN.,RS!6 L4T£RR,TR UUh�%,N, MLUJON 6+ A,d;) 314.0.�- T d2 (OlifdN�RTi(5?a i°- KW eOti-'. 6PANSION 3 AKPOR W/ 6'Min. Gr StA6 FYBEDw`Ew 1'R OPOUM '. ! A-0, r'4 4GRLE R { TOP d, j ormu) Mom V i ex,smNc e-0 ASS SECTION X3-X3 Wl _ .C£_ 5�►�.._4. 1/3 r7 tN N Nl A• , = re .. j,. ,.t µ p X3 X3 ',Ya.tf/E6TY.N7' trrF Alu, "Gu EA SIIDI W/fl) eix �— EC Asn zLa?,,},F Q4 Sr:3L xPa'Y �<`� 'Wk4:BtJ.t `3 tt�etr vara .,, 1 ... Iey2C N LT^y Q M#.3,o3h 2 k x A xfG O 1"W'.A KIP Ti FXCAW}t_iN 4 ffi x x u n§ A^JO. W/ 6 tb E%,c *N" SGt AWH00 RJ C`Mir EIAE A!Si [i; ' 8 'ce3n 14T.K r:EO'D Jt1af,'L €„aaCxETE(Typ. `Gr& C'21L�PID CQtr..RETE f•t.-- TOP h r ( ._Mlt{ tQ, (�N } iN RIOR MU!LtCIN ONLY T ' ALTERNATIVE SECTIONS X3-X3 Wl = ,3 C - E."Y eI.5y rix.' kl' G ..4.v..Y..1/L'rAT!Q- Jw_Z..., i F R r2) 1A 4*,A*860 T M Ai`• N L4 x7") ....... c u:v ANeM1ra1NNa • SIDE RAIL D;AND BOX– NOT SHOWN FOR` (p CLARITY O,x,),46KrAt6'0% (F� a�.C'E+CRi i4 Ev>N3LL.eM �',_o• 4 FLU:R'r;A ©:JPEt7ih GC-Of�cYrd,fepn Yeiccilp BarNccarc 7Rx�e� 4 - c 3c.»xu.`I�W r�r�;- w€- FLOOR TO CEILING I TRAPPED MOUNTING:MULLION (G� � ' ND.94167 = kNoutilus s � �'�e� Roiling Shutter System SECTION W-3 ? I It IE C O tNc g tz a nus`` -w.G o r0;tcowc c ,,—,; EXPERT SHUTTER SERVICES INC. a ,i2 cm U, w .9i= x.��•u` 5'65'w t+ri'tC S. t< a S;t;`; END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` ~; F ` P � � " °°' S "`^ '•�`• +xe K •T.',X � nn"rn arra oau.�*a, �I �+ .......•' "U.\ ♦r r 'a3^4P!& .+.=. .��....: t" :•.E' icr^ 0 fY. r" �aln �� �...�+..•. EZE. .kF La'C+*Lc`. 2"lid-'u)N GU',4Y':i6' TOW r7, 7. - 'A-uhK :Ess€, (,cw& BC'.T(w,W.,' �'A^fF�lA"411 Wt.Cz"X FE .r REWS 5/fro TAVCONS K Wj i t Ykf 1'lift.;,OCC` FL4'r'stc"S: .[G:o }f xt2�. £}t61:CiAEt`, 0¢t ,c: WA9f.ER 4:k.•c^. aki Eo . I t" ? x/4 tors s Zi. WRED COUCRETE - (f't 3 kSvi,,) I, M;n. TM RE'TO A" EJCjERKMt _. .. ' MD CAPr- i EJ*r4E0- i �„ E ¢TVP. [cp/so ow)4cn��l Ate T a dt+ E ! VOC CC H"tWN, MAY BE .,. �vE,r,c6 t ,r st tahz• - ;�..h t a,Ai.k t`�nPpCD Ncuwco C M; Cass i at,n aFC'I(�h .t �3`T3N ,r,HF�T A.; :} DMWMSECTION X4-X4 YU11{t t5eSIDE RAIL D.NOT SHOWN FOR CLARITY 'Le Wr r."fix S{c at' a�M.':Ex 4, 24 Tam r'.EZ , i- C'•'Ut.ilydt k7l.'�.;� fie"" t0' X eA.ASIe v �rtx - _-a s "c xAN'-I, .a`"x"gyp Ity tj(�'��. m• {'1 3 't ., .,.,..1,/�y! F;:JtGE�6U.DEtaG£ODE.(Kon Biqa Yz:,o„4x tiw r,cenr ZonB) 44 tntitt 6CLz"3 Exch S a AaiGtKsi ' = *Nautilus WALL MOIIMT(NG:MLI€LION No.44167 �� �� Rolling Shutter System PCIURER CONCRETE WALL ¢mefc em c ros o,wr EXPERT SHUTTER SERVICES INC, SECTKTH W# ✓OF �� v- w weanrN,w cvc as Y C srneXF I_, t�;a Sk E4r ` w+ axe nb�ro _ s tvC r:,.bI'9 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ITS tN 'tA O 40 '�1- &, -owl GG�N t tort � �FYII�iG -�F1tlE C' �.tfMu�L:o" �aas'prtsi�iR "� Ia +' 'r� a"Ra`� ARE FO? 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'�A 2 fact est E$,oso R s T 23, Tto KGs Rv o pl t�Rs00,4, RtGa oR3o pPPLOO"rlc +a 5 aNREGTtC 04 CES ot, GE5 , 'NE a511YfC pT to S PER G _�, ttS 4 I Q t pE g�RsRt µ �,(*p S1LL17+k�+j ,vo""` Eltt "S1iU -A7" } TOP q��},pYyTl"P�fGau�fp�a' ry t'��` y � x iL. .w•}S _,,,gyp. t i"s!:..y�e;R RutNG' 1VI 5 N'. nw Ssy�F' SLAT PERFORMANCE CHARTS Ia. 1b, 1b' & JC: (ONLY VALID FOR I/Z'SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p,&n.PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VW OR W/O STORM RARq CHART Ia CHART lb CHART 1b' CHART IC USE WMAN WAA WlffikMM AM WWM ASA.LW I USE WW"POWK&M I=VNA 300 KNK BOLT 3 ANCHOR 16"09A92MACHOR #960;&CQU§ANCHOR POURED CONCRETE =co"CIRM BLOCK MAX MAX SLAT SPAN MAX. SLAT SPAN REOL*M WIN. SEPAPATM M MASS A,&N IAOX' (F7) 1A%X'(Ftp twx, (FT) WASURED To SICK OF SLAT(in) M"M " _W KWI..w WILL "M walt-W 10� W/O bRmm WALL 1"PIm WILD-411101 KIIIA-M Wt J� STM ONUS 1 W/ BARS MIM WOLM mom * ~W/O MW mom ANOW W/ wow LOW otso zow"M"W100 low'wM 230C sm w=III Ipa Wilt r: Sw$on• sa 00M or$am SIX NxM• as um *I mm (paf, I MNF* t-3 4 1 1-3 4 .WQ W-4- 20'-0' 20,_ 20 6 ........... _1_0 IA ol -br is-2- I9*_r w-$.. t4-S- 17'-4* -:4 9A" W-W W-5- i 7# FG ...,IA 1- 14 J/ _7 • 14'-2* 73-9, 12':-4*_ I'_ T4, 7' JR 20-0, 1,,.- 1 !A,1"p, _12'-O" W-6 L 14 1/2- 6- ,! 4. 4 it to-11- 13'-41 11--o- W-W 0,-6" 1. _14- 70.0 IV-3, W-4� 4, 9'-0 ^t` 73.0 W-0, AMD I"V-9, I W-7- V-5- g,-3* 8,_G_ e ......... ....... .. .... ...... IW-6' it 7, . ..... I v-Y i°-3. i'-, _-ALL ........ 90.0 ic'-1, II,_2_ 9'-B' 6'_10' to,-** tv-10- e-:14 i,_O. 12 1/2- 6' 7. 8,-6* ?'^8• 1 12 117" 6' 7. 8,-4- 2 9*-$* 8-;", C'7 7.-51 e'_S- 8­1i� 5 T-5 6'-W 7' tv-o* 9-8, 1- IT' 6` 435'.0 -0 1/2 6 1410Aq) 9 v-10, 10 1/?- 6" 7* 1 0 T-2* fF-10, t. 7--2 . .............. to* fl, T. '0 7, ABOVE 0MCATED MAX SLAT SPANS MAY BE SED AS tONG AS ANCHOR SPACWC SCHEDULES 04 SHEETS I? & IS INMATE THA.?' AN ANCKIR SPACN� IS AVML49LE FOR 714C CDRRtSP0NOIK SLAT 0,41"111111"o, SPAN A140 A,SZ OFSiGN �RFSIWRE RATINC, 2 PEOVWS SOL FWLS FASTENED TO EASTINS STRUCTURE Wrt * Nautilus 3 "MLT 3 ANCt"OR 5/16-0 TAPWN XL MOM,INTO is D OR GGROr rLLED CELL CONCRETE SLOCI, -OP No.44167 , Railing shutter System wfrti 1/4-r TE K S'_'RI�WS AT MULU-�NS COA-NIECVON, VALID FOR 11dEC0,,, WALL VOUNTEC, TRAPPED MOUNTED, AND Er_1_D-DUET MOUNTED, EXPERT SHUTTER SERVICES I ­64� _ WW'M �,Vrr_ 3 WAXMJM S_A7 SPANS FOR IWEPWDIATE LOADS JvAle Pr DF7EPIANE1, BY OWAR !rEqPOI.Alj!)N BETWE-EN END VALVC"i, 'TrAl MAX.ANCHOR'S SPACING SCHEDULE Va FOR R GIVEN PRODUCT MOUNTING TYPE W1318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WAIL MOUNT OSLAT SPAN RANGE Prism Rum 0'-4't > 4'-5't > S'-a't > 6'-T f > 7'-A't > 9'-t2't > 12'-td t > 16'-2D't WX 0 9• A. 9. 9' g. A. g. 9• p4°�60 ._..y �a' s• A' 9` 9' �' Ssfa' 9 A 9 9' .e 8 55./6"- 5 S�8` SLAT,._ _..�.m. ._ _ _. .� .. _. - , 'SPAN IAAX. SCAT SPAN FOR A >at-to5 g' 9° A.S.D. DESIGN _ GNEN >ta4_,� 9' 9' 9 9' 8" 6 - �..,._.. '..�—~___�, PRESSURE RATING SHAD. _. .....9.._._. .m..._. 8 ... ...._? .. 6 __.... - bQ�$ EXCEED MAX. SCAT .__ . . __ s' � — 5LAT SPAN DEFINITION PER�rORINDICATED w E COOAT ON TRAPPED MOUNT SHEET 15. XA. SLAT SPAN RANGE MW 0'-4`t >4'-5't > 5-6't > 6'-7'f > T-Q't > 9'--t2"t > t2'-tb't > 16'-40't vMa(P a :.fit-so A^ g• V A. 8P ....._ ._. ___ ... ..........._._........_....... __ .. .,.... - >ti39-flet - >ro2t-iw - n14t-.6C BUILD-OUT MOUNT VAX tX5A.&. SLAT SPAM RANGE MEMM 0'-#' > 5'-6`t > 6`-7`t >7-9't > 9'-12't > 1F'-t6'T > ?6'-2Q't gf e � ( E3 fE E E aE E r E E E E 1b.0 �'"..... 9.__. .., ... ..� „... _._.�.�' 9". ..._g_... . V A. g... 9" .-,_.,„,.g 9 A...,...._._®_.._. R� 4' 7 3/4 , T Sofa x3`-40 9” _ 4• 9» A, A• $• 4• A• Q• S` 9• A� 9• 9, i 9' 9 5/8'i5 5fa 5 5f8 .....,.-...._.. _, .__. _.,. ._ .._.._.. ...._- _-_...._ ... .__ ,..Ir_ .._ .._ .. .... 5 a�f8 5-/8' S 5f8" _ S� g.• 9• Q•. A 7• S w/& 5 :sfe s sfa 9 1f8 5 5%8 "r..... ..... ... A 8�...._ ,6 1i,2 6.§f4" 6 3/4' .5 5fa 55/.S. z t4s-+20 9' A 8' 4' I A" 9 9" 0" 8" 8' 8' 6 a,2 6~..... 6 '� 5/8 5 5/8, 5 5/8 rt21-44G a' O' ? Pc _� T 8' t: tt. 8. 8„ 6" 5,rj8" 5 5f8` � .:jE _... >ttr-•e4 9' 9' 9" 8" 8" 6' '7" 7' 5 5, 6 T14' 6 3/4 5 5 8 15 5/r[5 B 5' , tpNNfl/hNayah, ` tOR:CA E41D1tiG.^Cts :Han pint.1'r�;iTy Bericana $unx} i��4\<�ifN� J94� cz amcrowe Nautilus Rog�injp""" �•+�'�•ZLq Shatter System o # it z f r rrSrwa:cwcaria a off. EXPERT SHUTTER SERVICES INC. .A a?ar o wa. wa.oa nx te2e sw 8c`uoat Smell tt s+d:-+ a+uta=-�s?, •..CS i Pow S,.tKk rL 3h4d. ':�' F�U��� s sue s yr-x..saor;w-sma .r.,e,rtrp�r-taw etraxwts eo xraTa A. %., NC. afar ta#urw. IM aqy_s q n7 9ttlki tt OE 7E • aNNNay .......... MAX.ANCHOR'S SPACING SCHEE)ULEVb FOR A G4 rNSH�UTTER MOUNTING TYPE,W1 5/16'0 TAPCON XL ANCHORS TO POURED CONC TE WALL A.S,D-DESIGN LOAD&SLAT SPAN RANGE t wtq�L MOUNTAL MW I >4'-V t >5'-6V 1 > 6'-7't > 71-91 t 5-77V-D > 12'-t$'f > 19-20'If .'4....7er 6- 4- !!Q - tNm a' 7. "X. VAT SPAN FOR A ast ;;-- - - ,3 $1AT 5- 31, 3 4, AN GNEN A.S.D. DESION LW . .........-i -- 1---11----- 11 -1 - i�� ' - -12V ' '1� %4AU a= EXCEW MAX, 5 1/2 4 1/2' 1 4- SLAT SPAN INDICATED ON 421 1 '1 41 1/2' SLAT MPORMOCE CRART 1/2 - f t' 4" 4- SLAT SPAN DEFINITIO ON SHEET 15, TRAPPED MOUNT SLAT SPAN RANGE 0`-41 1 > 4'-5*t >V-r t > 6'-7*t > r-Q,t >4'-12't > 12,-16,t > 16*-2o*f c5 112' 1/2, 4 1/2* 4 4' s' fi 6' 6' 4 1/4- 3 1/*, 3 3/,4- 3 j74; . ....... 4/4- -3 1� 3..,3f4« GUILD-OUT MOUNT SLAT SPAN RV4GE " 07-4't >4'--6'4'--6'f > v-6,I >W-7,t > 7*-9,t > W-12't > 12,-It2`-i6'1 > i6'-20''r Aamm fww E, 'E E 112- 5 1/2" 4 1/2' 4 V 46* 6' ............ 4, 31 3/4, 3 3/4* 6' 6 4. 5 3/4* 3 3/4- 3 3/4* 3 3/4' - V 3/4 .. ........... 1/2- 3 3/4-3 3/4- 3/4-3'.3/t 3 11/4-3 3/4- - . ...... 1�21 5 3/4 L1�4- t 1/2 4 1/2' 4 1/2 .3/4- - - 4 121 4-j 4 3/4]4 3 Z/] 4' ri72 v 4 3 FLW0K EWiM14C COX iN- Nautilus Roiling Shutter Systeor, IL ECOmc, EXPERT SHUTTER SERVICES 114C. swc WA»uw rm URI t tg S yt R Mp,X, GRO AIL�N R tEp6t�lGlag.�Ti i5µP°N1`G�>ti C Ga•O.gtspot i spo o fl PR4OCK R fo s rC I tEt a f 00 txpl - • v {.S 6" t t 1 g 67 ." ^" O C w m a 6 " s 6z a it? sl° G F G c,4lCES r w- g ifs " yat an_.,. ..�. 1& � .. y" .�4#,'�"`,- - � S��9 -..., �.',•�y�,�'S� '.�����' ��+. �`� sewer�"':`� �,��`3 FLOO4 $IAT PERFORMANCE CHARtlbICI (ONLY VALIQFOR IR"SIP) SLATPERFORtAANcECHARTIlbl do IICI (ONLYVAtOFOR1f4-SUPT MAXIMUWM SLATSPRN OMlt+tl tJlul P ATiONT A GIVEN W000 A S D flESIE9N LOA041 E70 MMT SUPRINAND I FORA GIVEN WOW"AS D.DESIGN PRESSURE RArW.W&oAND SfUMA MOUNT 0M4YiKN"M tOR/+GNEtr MAX.I/MAA4SD.DESatWPR€S9ttREfGIT.Y; SHUTTER MOUMING TYPE FOR X0 f�ASItJE$MILLS w ZW STNS, INSTAL.LAWfAS IoW STORM&MRS PER DETAIL 2 OELOW INSTAUATIONS WO STORM aMRS PER DETAIL 2e€W W AS PELt UWTATKSM QN OE�t:A%1 CHART MI j CHART 101 CHART llb1 '*t, CHART T1C1 raettll I"1`1E1�' LAI° Hao IOE tM1It11"K€llm F011t1 AIC AW"Au LOIO w t1IMI1M TIM I AMM At0 MeiM Ata!OM Mac SLNO SPAq �IIV� m oU�€i�{/IEU 10 W000 CRAM mia �t'p sa�gT XLANCrK#t sw.SIAT uelt t"�Ata SnM'0 TAPC4N Xt ANS WL SLAT t�E um Wwt Aa0. t►51IIt Idult wwWAR scvr • SIMNM em sew SPAN wlt0 m/Es two rawE 1FOE.Sa1T SPAN 'AW ttEqutld2 tIK$DAIOMII mam 0101I1w REWAtED AUX.StAr SPAN. •LWO ttBL111lD 31t 1fA1LMtION TO AM fv.N3 .4t, .aa • +-3 a I ASA 'LAW(ft) (R) ..YFlW m WIDE OF SIAT{a«y N� 'LMNc'(R) C'U �'ID am dF 1W i'sd SIffi.:M PME)2(C 0.55 fiC 5' s s' p1�d!I ooMM lIM1lltE. IIa tiWalP tnwd-q>f a w tt stOAt 6iN5 **A-OR w-cw Hua>� M s6CNM BtpRS W StlfRH{G=ta&) SO < ....... maws�0L�� �91g�q .._... .. _..._ .__. - (cai3 alllmi a a3 a lq/d raMky w=ZONE (NN)1-3 4 DOM NDw01 %L pp t NYW ifY1t5 MNd 20K pm-AR-StN(C-0.361 60 4-5` s,5• �' to''0 p0'-1. ..W G` _4_.`i.�.... I _.,.,..M....., a td 30,0' b. .._.. O'- 9'-3' _ ...... _..-7— ............ .�._.... .. �_.....,. :J2' 33A'� -9' 7 O 7 M W'-a` pD-d- '+E-"�• 7' x 4' S Y/�' _..,•w... 4 _9 d'_g t' , s ro o` 112' SLAT PERFORMANcN CHART MLi (ONLY VALID FOR Ifir SLIP) SEAT PERFORMANCE CHART I�LESS THAN 1ff,•SLIPS � � - FOR AGPFEIN MA7fiMaAI A,SD.O€S+GiN t'RESSURC fdITN#G(p.M'It AND SFRJi7ER MOUNT C.OlaYTNDN FOR FORAGWENAO D.D€875N 137AD(pA1;5NDTTER MOlIN1 CONNp+TIDNNNGLLCINO f'-N,-„�„_ �7� .}111 *MTA"TIONS NGO STORM OARS PER DETAIL 2 OELOW AXCW)RT'PE AND FOR WSTALLATIONS WO STORM MRS A"DETAA.FOft DIN CHART Tubi OE MI- CHART 1RCl S18.TAPCONxt Ayclttxl I sur sPIM DCC1M1TtON UK Yta1M aldt(01101 RMiIE MD NOMtff.AtA talo USE IwaMAf/CfitAE.A-i4 � dSE MlI WILE WRKE 1 sa31111E -UWAM III= StTff'$TAFr, N XLANCHOR YM.SLAT wo WILE so 4 OMM ASA we ASA LOAD WNAtf SPAM WX SLAT IM MATbuium µu y as ptaa.Mi MAx.am RWA0 MK 5@YIODIOM m SPAN SMN m ars�iWr pa -. •!�tAx.'(iT? itt NI €d To ewL as salt C��I t>tslvw 'L1wz' ' •l.+�M. F .atxx srr Aid, iMpL M sR tllc WMA,mom VA-aur K%.= "iLMs-w w/D STO#SIRS (� a taAb•aR a.ra-aur W/o S10PM BMtS X� wyq twN) a wf DO:t RI A '�"c+_z s ""aAto�c a #JIM MRS a t s +u_� +R"d;ac DETAIL 1(ELEVATION) _ 7'-41 7 $ s'-7" + E X18' 300• 6-6�...._. E 3 b P' a T �. r- ti RE-4-11 '4 i a t ;14s�ry S § ASUA �:M47EV k.RA a AT SPANS Wh O" Ia_G fay Lt7N A5 $ _ ata K..i' Sp.kcWr, SCHEDLrLES JtN SHE NOCATE ➢HllM J6d"!' S i.. AYAiA,$3,E F;Ft3 HL t'OARES%OhG�.HE. - 0.T PAN.4P1P)A},,-, RL9EGtt i.�3A15. Y/7 MAXIMUM A.S.D,DEIGN LOAD VSWOW GRADE SCHFDU LE t *09- A>, nnte Tu HE BJIL s�I 1L� I A uQ�CAI rhl:.. �5 (fTAf toY� ar}a}td a "`Pu GHA 1 R sT uk �' ti •WJD fW OOUGLIS-f1R-S;KAM({h(7.'16� Nr. riLO 4,,fi .lIL<W Ct CIE- W N uUu ..,.., ,. ;N£ii O. WrB. AT w ..sew n WtA7 FEf2 MMaf2✓6'+'Att-'St1;NM(GaQ4S) ,c v 999 SM MON SaJKM FK 12(GA456)SLAT _..- N WW FDR M O N t12(C-MM) N 7 <i At'MIM ON raA real u%a'k - +S+S ' rry fLORl1JA f31in.04hY, AOL{ an Hip a'celfy H.�ree Zane} .t�erStsiA`aak CWkpC�� NETfi.>N�IC zE.ANT anr� Imei TSAN.�vQsa YlJ£}S�aa Cl.Up s INSTALLATION INTO WOOD FRAME STRUCTURES aa4,Ar Ms..1 fa,1----- RotlinS Shutter System EGGIwc k EXPERT SHUTTER SERVICES INC. ib B4W Wk, .—a AM <SuH> . t> -v, sTnF 'ir-f R A%N Y,7 ' : :�I.�4t r,,• c O.uMvw w DETAIL 2 ELEVATION 9s putt' cpe A <.s se sen:�u ze �'tiNG ---' NO SkAt rtu E M�{�C"'E Art? FOR A GjAN 8�p(SQ D BCH t� D 5� ��t xo _ KpR pp,C1NG BCH p S �`pAt} f ��2 xfi � 06010�atx T Sal } •> �V G Wplb eby-TO 5 Ra SPW tam "it 12 + 2 —50'', 1. - " �cway°z°`��` x � , �7� ,.�•� "'�"��° tAoUt Ek- owl �M 40_, 5 SQL C cyY,} •.... Gr � Gpit IWO fb4 x p t au, E:«, tH.' L6 t4lL+a` �{ g1N€C s . EH$ lit-A � w.' CNG 9...y<: • n>• A.+ y f 14l"L SPF bEtGX �' ( rL04�pP ?r aEgy A.SD, �-- TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ftp FOR A GIVEN A.S.O. DESIGN LOAD(p.s.f•),&A GIVEN STORM BAR SPACING{ftp"" STORM BAR SPACING (FT) arca+ r roe PAMW .11 2' 2.667' 31 3.5' 4' 4.5' 5` 5.5' 6` 6.667' 30.fl 11'-0" 11`--0, 11'-0, 11'-CI" I i`-o" 11.'-�40- `3`-Q" 11'»-D' 1 f -0" 1 V-0" THIS REGION S ONLY VAI.IC FOR INSTALLATIONS- __ _ _ __»,w ...._.. _ _.,. _. . ___. ,._.,,. W 1.OR MORE STORM ERRS i'fR Sf NTTER 7550 I1`-Q" 11'-0" 11 -0 11'-EI" 11`-tt" 11"_0" 1t -0" i1•--0" 11,.-p" 11,7-i3 ,_.� _ -0" "1'-0" W-0, 11.-C., 31`-0, 45.0 11'-0" i 1'-0" I 1`-0" 11'-0" 11'-0" 11•_0» W-0, .. _......_ __.... _ .,.ro. _.� 11'-£Y' 11.-0 l'-o* 1' 0 1 11'-i7 !7� Q�__. .._t 1 0 I V-0 I' -o* I-0" REC qiv 3S ON4C 46D-FOR Ik TAUA1h}N� r _. ...___...»_ . 1o" _ " -4"_ ... _.__ _ f Wf OR MORE STt2R1A c�ARS PER StsttlTfR 55.011"-0" t 1'-0" 11,-0, 11'-0" Ii -0" 11'-0" i I,-0" a._. - 60.011`.-£I" I, --0" '1'-0" i 1' 0,. 11,-0, 11'-0" 11'-0" 11'-0" 111-0" - I1'-0" 11 -0" 111-0" * _ 11'_0" W-0* 11 -0" ,1'._0` 11'-0" 11'_0' - __. . _...._ _.... _. .... 80.01I�-o«1"-L�' 11'- "� 11'-£• 11 €1" 11 11'--o" 11'--0" ,W-10" _.. a... _... .,,_....._ ._ ,1'_q" Iv-0" * _ 85.0 11' 0" 11 _{t'. 11. 0" I1._0.. -- 90.0 0" 11 -0* i 1'-�-0" 11`-0" _ �_. _. 100.0 11'-o' W-0, 0" 11' `1 11'-0" 105.0 1 fl 1 V-1), W-10"0° :V-0" 11 O' 110.0 11` - V-0, 1-u" 1I C IQ" - W-0, -c' 120.0 ?1'-0" i -0" 11'-0,. 11'_0" 1,30.0 -4" 135.0 i 1' 0" " - - 140.0 I1`....0" 11'-0" W-0. d - - _ 160.0 "-OA 11'-0"1 ** MEASURED IN UE7WEEN CENTER UNES OF STORY BARS �N ( rLOPWk flliLDW CWL(No ZqR FekH,:ity Narnocs,a zorwt FEE- OR FROM TIP OF SIDE RAL TO CENTER OF STORM aAR.� �E ✓�y`ii� s" terra mr sum m 4 Es NS, RoIo ng Shu lU w �L Eca4. r uft xesx a x"s"m»ssenco c s.rb"• EXPERT SHUTTER SERVICES INC. r'`u x+» Nw tr ,vze.avax.ew.+wG. st.w e6 kt 5 5.W ti¢.WK SSxfl"w" wssr nw r« poo>o.�_<a� ao <s,tx[ v. N"4 STATE " 1• a c ma ;+.r sc F K CUM m,"ago w..wc w ss-ows> Whls R ti TiSyry'x.rt.%.. r.+cr.+ rr b*+ woaw 'i4�. � .£ tt .tr. (•era"z "s....,: nu+ ;ins+:r a zs TABLE TABLE 3 REOUIREMD"FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REOUIREMENTS,FOR STORM W CONNECTION TO CONCRETE TOP AND§2n0M PER SECTION S-S(SHEET 9) FOR A GIVEN A,6.D,DESIGN LOAD(P.&fj &STORM BAR SPACING (ft) SECTION SI-Sl(SHEET 21 FOR A GIVEN A.S.D.DESIGN LOAD(p.st),&STORM BAR SPACING r t0 STORM BAR SPACING"0*(FT) STORM BAR SPACING"®"(FI, Z 2.667' Y 315* 4- 4.5- 1 5- sz, 6.067' 2' 2167' 3' 3.5, 4- 4.5' 51 3" &RAD NBID A#,;,C-.-�Ao—co..........ISM- ABIC "Al§%,; A!B," amen0 a _. A_C-D -v --W- .. 4U ",C aaa 8j;, &ILC 'A A ;7o --W-, A'Ac A ro P4 P�#?O-o a C�o k 4,g A. A 11 A '-�4 -M-10 A . 15.0 aat --'-Axc ........ka J- AvCtk W�c to c v —.1 11 1 A A A ko-C ko- 'A A AL"- A' - ' -A %q'p'p. A7­ t,"' , AL A # -ABO4k----n ",c 12" A A A A-%C—0 A A A A 7 "At!.c-p .......... ko.c A,R A A, 14" A A A A A� Sp. .... A A A 110.0 C A ANCHORS TYPE LEGEND A 318*v CAR90k4 STEEL KWW BOLT TZ UP44SION ANCHOR W/2 1/2-u:». EMBEDMENT*& V Wr "CK POLIkED CONCRETE (f'r. - I-Om psi) 1/4*POWERS CAI,K-4N;4,ICi,*RS W/ 1 1/4" Wir„ EMBEOMEW*TO POVRED C(NtRE'T !,I'z -30w psi) & 3/f!'f-if., W--411E SCFEWS C A-- POINTS SO:Q-SU A,NCHORS W/7/8* Mir EMBEDIAD414'TCt POLRED CNORVE(f'. - 3000 mi) & 1SCREWS/4'o-20, it,-$StAWESS STUL MkCHNE r"ORCA BOLN40 CODE(Nor High vetocity ...... Nautilus D t/16-fi,fTW/6VLM TAPCON ANL'�OFS ft/ $, 2 114"Min WeEOMWO'W,POURED RoVing Shutter System CONVRETE(f'c - 260 pvi) 11LIECOINC" * ft EXPERT SHUTTER SERVICES INC. 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