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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 � 3 tF�Tri 71j a 2'lOriijd Dqk':€T frell DCIS Home ? Log In ; User Registration.; Hot Topim i Submit Surcharge Stats&Facts f Putllicabons 1 FOC Staff DCIS Site Flap ; Links.r Search Business = «:: Product Approval Professi nal l %Mm USER:Public User Regulation Pr•yta rE t Ar,,,rnu!feu>P h- r nt tii-ffng s•, h>AWIPUltiOn USI>Applieetlon Uatail FL d FL12246-R3 �. -r~31•-t3 "° t Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Etnall 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 Part St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissentierg Address/Phone/Email1626 SW Btimore St Port St Lude,FL 34984 (772)871-1915 Ext 106 CallExper t0aiol.corrt Category Shutters Subcategory oll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Proressional Engineer 1Ii Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 validated By John henry Kampmann Jr. �- validation Checklist-Hardcopy Received Certificate of Independence r,�1,24;: R3 Cert EX—RT;.,HUTFR-riyIrES.INC.. rvAlit c`li';�ttt,l;Ny;,liirir_r. ,;YSTFM C I GRWC-,.15-071.nnf 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 or 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.D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending PBC Approval 06/28/2015 Date Approved 08/10/2015 _____...._...._-- ,_._..__.. __._...... Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:No ELLZZt¢'R_'_Ij_5XPEAT St;UTrL-fk k.I,RVICES.]Aqf P'A FJ4UI* I Approved for use outside HVHZ--Yes ­'Hump 5Y5Tmh1 C)RWG-I5.071.nrff i Impact Resistant:Yes Verified By:Walter A.Tulp PE-44167 Design Pressure:+160/-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.6 at 20%0'span and+160,-160 FL ? =1r,_{t3 AE EXPEkT SAWT"I'Q SERVICES,INC NAUTH I)S j p.s.L at 8'-0"Span with 1/2"slip.See sheets 15,16 and 20 far additional ROILING SHI Tl'FR SYSTFM P.F.R, CRWG15-07h otic pressures ands ns. Created by Independent Third Party:Yes COntocl lis::1440 North rdonme Street TaOah-hsarr FL 32444 Phone:850.487.1824 The State of Florida is an AA/EEO employer.Copyright 2007.7013 St'lle of Florida.::Privacy Statement::A r ibility Statenvint:t Rehrnd Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-retards request,do not send electronic mall to this entity,instead,contact the office by phone or by traditional mall,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 45S,F.S.must pmvlde the Impartment with an emaa address if they have one.The emails 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 winch can be made available lathe public,To determine if you are a licensee under Chapter 455,F.S.,please click herr_ Product Approval Accepts: ..Mit sccnrit r.�nrrtt(r.s- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015 N6#5 #7 #8 '49 1410 03 sl4 A PETAk,A �)ZI N v2fw*-44re, 410,frswLESSSM rMw •F dcwmramw wqcowk-�l F, 71 DMAIL C GY$�NMLTCt�krV4,= J, (A SLA Ln TS 9 ST AR!R 0BASE SLAT W-L—V NG 2w—,- P4E-C-Mm$*-kft. U:pr-w oi, 3,1 rs BUILD-OUTTUBE CD) SIDE RAIL CE) BUILD-OUT TUBE Cc BUILD-OUT TUBE OA W CIEAF:.NCE n7%Xtj,=RM JW V* BUILD-OUT TUBE uxtTewuerrvrt.cYrYv .......... 5.11�6V MV.-SUILDFX TAPCO%1)0 MCHOR —T-BE @ STORM BAR XT0HijIAC.kA1KB0r,3ANCHOR ("1464f .RJCW OF TRAPPEDANGLE CM 06 MULLION ��,I 4.6 MULLION W MULLION MP �V�,it i w "'ITT A��W,4 F�OAZDA CU(LOWS COVE(No IfIgh valcoy -.C-m 70.,e) g-, C%ld ttmor. Nautilus 7nua c. W 51rVib Rolling Shutter srztem 1r•om ILIECOINC. EXPERT SHUTTER'SERVICES INC. Iva S...0 MAr rc-T St.vix,q -�Ss- vu-c COMPONENTS PLO onxm -" ktrR1,.Li.� rt ,gsr�c� r wv Is w n+ L 1} + I r ... 12i • � - � 0'J O t Ib i SIDE(END CAP e ,e 2 HOUSING(BACK&TOP).040 THICK s r,,tco 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY +" 6 60 MM OCTAGONAL AXLE 7 BIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 ,® 11 ALUMINUM BASE SLAT 12 TUBULAR.MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS .� 15 HOUSING(BACK&TOP)FASTENERS 7 & a� �y 16 SIDE RAIL.(MAIN SECTION)FASTENERS ecr' 17 HOUSING(FRONT&BOTTOM)FASTENERS ®r .� 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE .� 22 GEAR—PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SRAFT 24 60MM OCTAGONAL IDLER FID 25 IDLER BRACKET WITH BEARING 4 BOX& END CAP ASSEMBLY COMPONEN d ,o 111UIh/t1Mi FLORIDA 6U1U)fNG CODE(Non Ugh 40I061y Hurricane Zone) 020'.IeysLC v; Na u i i a s -in 11 \\...-EEN Rabin Shatter 5 tem too, c' j.,, -' t 4 Yg a.esatra EXPEWr RT SHUTTER SERVICES INC. c-' siin icsssnc a x#cur.Ltnrse caura«r }4': �1 "' :*k G.h+w�wJtc.• aro wxw'� IG7L 5.#'.Fr N� ."nCR m a p STATE DF C' ©- s r,t ,-.:_xesL. :ir,er,.es aax r p> mr,s N'N,:GtE R k It. �C 4. � �' n,(!c;}N Lk.!1iet: �lll�rytttiUl�ftL1H\1`,w` } OX B )TYF.)Y/6 & Y/7 It>V/9 Pv/9 Y/6 Y/7 C ((,K --END CAPCAP 1 -ND CAP-- ti E14D CAP , --A 42 SLA SLATS f3 SLATS SL #A -SLATS %Z7 V, NZ7 /$ - "`SUIS 0/8 "QTS 0/8 0/8 0/8 ol/8 0-/8 7 'SL-Is —ezK tf,,e v4ft fa f—D Vyp, Ec, END) E"10) UA-J A Q9 S%X7S 7-7- aw 5n Ao 7 Y/6 & Y/7 Y/7 9 V/9 (RyV/ SW Q S- : �%E SCAttlAtS-1 SMELIS is d 20) W,SLAT sp-N M SHES,11) ME 11NIT FIFVATin 0)�W �,p �4E,,T Tr-- SEE SHEETS 7. 3 FOR WvPaNEN'TS TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NPIE- SEEE 5REET5 -z Sr 5 rcR COMPONFUTS, MOMENCL.A.TURE PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUUER HEIGKT- fASL_t-. Sr LTIES$1EA1,`4;I -.-QJZO,08 LESS*Mr 11'-0'APPLICAaLZ TO 14STAIJAIMNS w/e !PC;r;Y WIS.W/STeRV SIRS OR'W,'STORY MRS A OIXIV4 W/4M,11S W- c. W-o% CVRTAtl SHALL STAXT W1 fl StAIS AT TOP,FOL%OW-Er,Ly J2,;3. AL L .'It WA,OOAT4 EACH SLAY f SHALL CONSIST Cr 41W FTVT.15)SWS OF#hAT$W z NUfMEP ZROM.LRE NR AD:!W SLATS DCOWWA44U ELL3W il SLv-SMA::-ei CCUTWIlU JNLL TOTAL S-,-,7EFi HOW41 IS COMPLETED.CUMITITY OF F041,1.5LA'VUMSEg %STALLE-,K-FCFE BOTTOti'LRT' VAR•.IlArk,SN3,110's r KrIcu;;LP@pusi er awlA wsi#Aaw, SHJrTER PE,04T LARGER THAN I I'-D'A-PLI.*LE 1094SIALLATIGIV-,WIC SIMM FLORIDA BUILD1,14 CODE(Non 10wh VolocRy Jlurr;6ono Zcne) VIRS wo W/(+R W/O W-LIONS W/fivOws LAgOrs INM w-c- ...... W.. * Nautilus (o)-'LPTABALL AL-1 STAR'4,/J1 SLAV AT POP,F0110,Y0 M #2. r,1EPZAF7FR.ALL INV V.-Y DomL iL4c*'st-,'t SPAT Conal cr rti fwc(t,SLMs or 1441!gAl Rotting Shutter System Nu r$E3 FOR ADDUO SLATS DOWMIARD K0W P SLAT 211ALL SE 7-,-- " / IL ECO,w, WK .014JEO UNML j.V,��l 11� ,9 D•A-ItR F10 SLA- S Nq-WUZD,Ar.r%AL 4W-IC G,Tjj,w, EXPERT SHUTTER SERVICES INC. rurrTrs".4 A IN ,4AIS AA;ST&Z.lj3zt)TO 11C.PLEiE ii<1,07k S1111-;z IM 7".&MICK SIREV 1,-(J7 1 �tnnl(hil n.-JIM-J 9,7@IALIST RCE ALW-'IrS INSTALLED. lo-xM an-tz. CU.=ft STATE OF "o. (,yp 5-W Of 2t 6/0 .......... , OR crova rR J 4CRVE K%-111 1E SOW �n (V "WAD,O� tx:,�Cw�t&. I I i I I SKUS 17&1b) sha7s I;&15) t�zIa�,17 15, Mic,11.RocK E SyFrfs I, 1W, --oH 9L��_) _mac. 4'vc. -CA) z oil I OA OA OE % C.Zl L p A'5,C. su OD •ot, 09 1/3 D'I I/ SLIP (D-) SECTION W/ STORM BARS W , /It TRAPPED MOUNTSECTION P-�,.(PLAN) BUILD-OUT MOUNT SECTIONS 0-0 (PLAN) BUILD-OUT MONT W.'",VW INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS I/C.1* CF -(H) 08 CA; o.c. nA An, SECTION Q'-Q' FIG lie T/41 !i., ORIENTATION #1 m �0 Co tic sz.� Itr WALL MOUNT END MULLION SECTION Q-Q (PLAN) SECTIO 0-0 (PLAN) SECTION R-R (PLAN) SECTION R'-R' (PLAN) ORIENTATION #1 ORIENTATION 92 ORIENTATIONS #1 & ORIENTATION #2 WALL MOUNT END MULLION 11 WALL MOUNT END MULLION ION WALL MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 ID sw.twu AL-ERNATIVF-Y TOO" A 2 CU aKS 2-,) M-C O'D- w,' NUT Mt., 8E USE D J/4"--,Cx: - U,'z ;vi P, fff rC,� E ION Q`-Q' (-PLAN) v. m 21) avN s,- T -�OR �HIS CCNN�-Ct1v1 ORIENTATION #2 WALL MOUNT END & INTERIOR MULLION ER I. ........... (9 4 A A.TZ 2", ......... WA-K—N—.1 . —I FUROA OUILCING,CM- {Noti W91,Volto,:A', -IcortT zoeti. Nautilus FLUSH MQUIAT (WALL) (A) m vejx : ja SLP, BUILD-OUT MOUNT z N0.44167 % aRo* llinShutter Stem g ys . Z!, 11LIECO.Mc aasc - I ­- - EXPERT SHUTTER SERVICES INC. SECTIONS 0'-0' (PLAN) - —Yix —T.- - co­,- RJaf M,LULL FL 3+;3- wo, %W INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS WTER 'T.0 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP 1.08TAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(psl)FOR THE OPENING AND DESIRED SLAT PROCEDURE 46IF MULLIONS ARE USED BUT W/O STORM BARS SPAN-L-(ft)TO PROTECT-IT(SEE GENERAL NOTE#2,SHEET 1). 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WJO STORM BARS SHALL STEP 2:ENTER 70 CHARTS (In, Ib & Ib') THRU IC ON SHEET 16 TO DETERMINE,BASED ON AN 112" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(a). ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(ps,f,);THE OF SLATS TO CLASS. REQUIRED MAX SLAT SPAN VII, 2.ENTER SCHEDULES In THRU 2c ON SHEETS 24,25&25 W/A.S.D,DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION is PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,'12'.S'OR 77,AND DETERMINE MAXIMUM MULLI N SPAN(HEIGHT)W1 ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR X MULLION TYPE& MULLION ORIENTATION. ENTER A.S.D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE. 1 SEE SHEETS 10'1,0A,11,1 IA.12,12A,13&13A FOR REOUIRED MULLION CONNECTION DETAILS AT FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPeED)LOR MLL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(: 1.01.G;&G3), Lakx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 102'SLAT SLIP MAY BE PROCEDURE 4c IF BOTH STORM BARS&MULLIONS ARE USED - USED.FORA GIVEN A.S.Q.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED MINIMUM REOUIRED SEPARATION TO GLASS IS PROVIDED ON CHART 1c:PROViDES SEPARATION SHALL BE BASED ON CHART Ic.ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS To TO GLASS FOR PRODUCTS VOID OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3;OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,1.1b&VG'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE.MOUNTING TYPE,A.B.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING, 3.ENTER TABLES 2 OR 3 ON SHEET 23.,VVITH A'.S.D,DESIGN PRESSURE RATING AND STORIM BAR, (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS, SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4 IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A 8 D)OR REMOVABLE(AND40PS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURFSARE APPLICABLE. a A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM GAR SPACING. PRO�DURE 4 .IF STORM BARS ARE USED 4.ENTER SCHEDULES ID THRU 2c ON SHEETS 24,25&26 WIA,S,D.DESIGN PRESSURE RATING; 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX..IZ.6 OR 71,AND DETER14INE MAXIMUM MULLIONSPAN CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FRO!.i BACK OF SLATS TO GLASS. (HEIGHT)110ALLOWASLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(,G_b .G2&63). MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22tff A.S.D DESIGN LOAD.STORM BAR SPACING AND DETERMINE MAXIMUM 5 SEE SHEETS 10,10A.11,11A,12.12A,13&13A FOR MULLION CONNEC rJON DETAILS AT TOP& ALLOWABLE ST01VA BAR SPAN(HEIGHT?. S07TO-KFOR FLOOR TO CEWNG(TPAP-PEC,,OR WALL MOUNTINGS OF,.IULUON$INTO CONCRETE FOR A GIVEN MULLION TYPE 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPt,QNG AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE,LEGEND FOR VARIOUS ' PROCEDURE PER STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS 8&C) STRUCTURES SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS 1114TO I NSTAUATIO14S&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES, onN T11 ...... Z" FLORIf—, SHILLING COV (N"Iligh Vclodty —it—,Zan') 1, 0 2�' Llfm Nautilus Rolling Shatter System EXPERT SHUTTER SERVICES INC. zA4=­te �.W� 1616 t;.w 4%74M 17E' ;` 171 p E p. SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: ("ONLY VALID FOR 1/2"SLIP) FOR A GiVEN A.S,D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wi OR WIG t CHART IS CHART Ib CHART Ib CHART IC USE Uk%D M VALUE eETMTEN POWNE AND NMTV AAD.LOAD USE MUODUM POWIK Asa.I=VALUE 300 KWIK SOLT 3 ANCHOR Sft6"o TAPCON XL ANCHOR 5116'o TAPCON XL ANCHOR POURED CONCRET=E r POURM=CAME m Wtm Raw Lou,CcNvmlr a.da yµX, WM. SLAT SPAN MAX. SLAT SPAN MAX• SLAT SPAN REQUIRED MIN.SEPARATION TO GLASS A.S.D. L.'". (Fr) `1—.*(T) 'LMAx,`(r,) MEDSURED TO aACK OF SLAT(in) DESIGN ,µJL 1Pl74+m MAD-aft strut-om rut MAPPED swiavn $uu>-= w4L TPAPPen momma-= -= w/o sTanM eARs W/STM BARS RES", ,+> 7wtzsT 7 wr E motm mm aoA1 rrr® txluui wuvr lrr Mow+t W/@ RAUNU ,, " P. z ruga ZONE .NO zo wom ZatE (W) S7L NGiL'4# S7L tgi13# 5Q 1x # SIL rgiES# SS V.iR"# ND:CS# sFt care# ''Q 117TLS 4 A'C H076# L W71ES i .i.E NOLLE# SIL w^715# 1-3 1 4 1-3 4 _20•-a" .',20'-Q` 15 4 -,,.2p 0 /$'-0' IC'-0` 15`-4• ts'-0' 15 s J _,74 2' 7" 55.0 20'..Q• ts'^3' 20'-0' 1$'-C' 20'-a' 15- a' 19,-0- 16..a.3_.,,.._ 2a � 7l5'-0` 48.0 ,C d� t5'-2' 19•-` SG•-E' 20'-p` ;t-5' 1T-4' :4'-lu JB 1t 14 5 1<'-tC" t2'-4" 7" 14 1�r2' G' T _................__.,..__.._.___...�.-...v_...---. .... _- _._,...... .. -_...._.. 7 74 1J2 6" ?" solo 20'-0'_ t2'-4" i.`,'Nil" 11-5- 14*-Z" ti $ ft' J__ _1Qv-0' 1' 14 iJ2 7 $$Q I$ 4 12 11 IJ 11 ^li ii -1 a 11•-p• 12`�-J- 10 ti 73 a it 'J 70 C �v fi i �-14G^.- ] 700 17-b 12 7 �a3 3... ti 4 15'-0` S0�-G'. 11'-ltl' 7N) t. 75.0 is'-6" 1:'-.T 'i'-4' .,�.,..„71�_..__.72 tI id-a' 3 ld _E_ i,.^ 1 .. ,3 t/? @ 7 _ W-7,. ...._......9�___ .,. 85.0 15'-0- JE"-G` 11'-]` 7a'-0' I3 a 9-3" ta'-5` 4-3• 17-2" 9-3" 5'-d' $'-3- 73' s" T t2,-c W-10, 9,-D-- $'-T f0 4 11-1. s fl_ ,.� 12 7f? G. 7;... $'_t- io'-a" n'-4• e 3 5 -i• .z. - G` .. ._-,. %_� 105.0 12'-1' a'-G` 10'-1' $'-4• 1"-S` 8'-a• 9 1 8'-1' a 8' $'-a` $ a 7' 1` 11 1 2 5` 7`LROA...,...�� _7_._.. �'�-$`.. „_,4,.g,... _. "'b"''Mt0 St` 7'-30` 5 tt Y 1 9-3- ta7*,. _._,d 7 t 7 G _ - 1 tt If2_ 5' 7•_ _-_-_-_' ..._. __ 5 �_... __..v,-r r-; 5 G a t, i ? �_. 5, d _____._ _._..._____. _ _ _ _ 1250 1Q 2' 9` 9 0` I} id 0 7 1 8 2 ^-�`+' 3 $ �._ .....7 _. 2"_ s 5» 7-a;:— '•-Y 5`-G" s a J2' s' �._ __._ 735A 9-5" 1 8'-G` ..._7 ._.. 9,-6* _.-._...b_10.,..._..?•-t0" ...__7"'1..__,.__.s .Z_ _.._ _aa` T-C" 5'-5" 10 1!2 ._b_. ____'_...._ 140.0 8'-i" G'-It' 8'-4" 4 1` ....._. 8 .. ...#....,:t• P'-a' - c tO 6'•t` ._,,. _i�2_...„mow_ 7` _. ? 4 7 0" - t' .. t0" 6•._._. ]__ 155,0 B' T-TO' ^•-a' g'-}' - 7 7 t$8.8 $'-p' 7'-$• 6'-JO' $`-a` - 7''i` 7'-5' - - i" ip' 1.ABOVE 1NDiCATED MAX. SLAT SPANS MAY BE USED AS LONC A5 AflCHOR SPACING SCHEDULES ON SHEETS :, & 18 INDICATE THAT .P, 'F�11, AN A14 CHOR SPASING IS AVA$A$LE FOR 714E CORRESPNYZvG SLAT tri M!t SPAN AND A.S.D. DESIGN PRESSURE RATING, FLORMA BUILOM C=E(Non K.Sh'C4-Ity Ilu^fsonn P.R.2CUIRES SIDE RAILS FAS`NEO 70 z STING STRU=RE 1x'CT s :`ti�GENSfi *Nlautilus3/8.0 KWIK BOLT 3 ANCHOR OR 5/16 o TAPCON XL ANCHOR, INTOER4 POURED JON ,=_TE OR GROUT FLLED CELL CONCRETE BLOC'. _R a No.44167 c Rotting Shutter system WITH 1/t r 7Et S '+E tS Al MUWOaS COK nCT ON.VALID. FC:? ! 0 WALL V1YTED, TRAPPED MOUNTE%AIX -..D-1WT S OUI K'TED, - _ :stttiMIES- G k Er lELA'G CO-P-11 EXPERT SHUTTER SERVICES INC. ,. ...�kN. a:� � s.A .. +.�,et.a :Lts•..x:xu::E s?-r ;._,i; J. W%XItEU1d SLA,- SPAN•; FOR INTERMEDIATE LOADS MAY ?E u:e oat. ' xM St J.tbC R S<S!a DETEF.UINEC 8Y UNEAR 1tLrE;POLATIDN BETWEEN ENO VALUES, MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,Wt 5116"0 TALON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE T WALL MOUNT _WZ5�w_ Aslo. SLAT SPAN RANGE cc= F*CMM 01-411 >4*-5*t > 5'-6't > V-7,T >7*-g*f rv_�,;rf > 12'-16*1 > 16'-20'f PATM Rvalw) 7 1/2' 51/2- ........... 4- a" Er 1. 1. 3 t NML. !;r PAN 7 "4SLAT MAX. SLAT S FOR A !F 3,3/0- 3 3 4� GIVEN A.S.D. DESIGN LOAD 6 1/2 SPA14 SHALL HBO EXCEED MAX. 1/2' 4 1/2__... 3 3/4' I SPAN INDICATED ON SLAT 1. 7 _4 3/47 SLAT PERF'ORIAANCE CHART l"Z 8; 6- 5- 4 1 - I - SAT SPAN DEFINITION ON SHEET 15. TRAPPED MOUNT ASA SLAT SPAN RANGE tesm MUM= 01-41 Y > 4'-6*t > > 6*-7'1 > 12'-16't FATM klsc"W) 4. 4. 6;- 4 3/4' 3 1/4'� 3-114- 3/4' BUILD-OUT MOUNT SLAT SPAN RANGE > 4*-5!t > 5*-6'f >6'-7'T >7*-g,t >9'-12't I > 12-16' > 16'-20,t Raw (E) (EC="l C c3 (E) (E60 E 6E) i (_4 1 0 1/2- 5 112" 4 1/2- -3/4. 6. e�. 6 3/,;- a 3/­ 3 3 3 3/4- 6- 6- 6', 5' 6' 6- _4" 4 3 3/4' z 3/ 3 3/4, 3 3/c' ............. 112. 6- c* - 1 J/4- 3 3/4- a 3/4- 3 314' 5 5' 4 4 Z 314- 3/4- 3 J/4- 3/4- 3 3,14- 1'.1/2, 5 3/4� s 3/4. 4 1 -2- 1 1/2" 11 1/2' -1 31e a 3/1' 3 3/4- 3 3/4- 4 1/ 3/1' 3 31, 4 llf 3 3/4'3 314" 3 3/4 4 FCOPIDA 6UDNG WDE(Nar, W41i Vtl�tei�.y fico-2Q.1) s C2o,5 Tottc * Ncutj US VOW,Pl. Rolling Shinier Systerr. 11LIE C O.mc,l Uvc#0:aa;CMK cornu r EXPERT SHUTTER SERVICES INC. "Wa. Wrt I?v I f SCHEDULE VC; Vx FORCES(Lb/FT)&VY FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSRIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE k&D. DESIGN PRESSURE 0'-4- > 4'-5' > 5'-6' > 6*-7' > 7'-9' > 12'-16' > 16'-20- RATING (;nf) Vx VY Vx Vy Vx Vy Vx Vy Vx Vy Vx VY Vx VY Vx Vy 5 30.0 10 60 lo 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 so 10 i00 386 120 440 140 398 180 823 240 1328 320 't 523 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 3601962 480 25535 582 �8')2422 600 _9547 596 �>6=-BD ' 10 160 61,15 200 767, 240 796 280 1007 360 0950 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - 490 1869 c30 2039 635 - - >121--140 552 280 960 350 1 00_� 420 2. >141-150 781 320 1186 4 1322 480 i873 560 1740 640 SLAT SLAT SPAN DEFINITION IT Sii,J.t SE THE RE5F64SLo11J7Y 6f 7HE CPYi FACTOR OR h'OtO_.RTOVVR1;YTHAT'EYiSTWG5'RU--IVR.':IS DESIC:IED To SU�r ORT V,;IJD try Fc-RCES In Fouum PER WIT FOOT CF SHUTTER FECWT AT M.W.IFS SST HSSiEry nwh a q Vk'LES, Vy SIDE RAIL_-E� Vx Vy a�aFLORIDA BUILDING CODE(No"11;9h V00c;..).HUM EN S *Nautilus Rafting Shutter System EXPERT SHUTTER SERVICES INC. Iras 5w. S7RM.171 poa'V� �4c!14 Mq