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Product Approval
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I USER:Pubik User
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%S?AP^ ra;?gene>Prodect 0,Apo€itatlan Searct,>A kat t.2>Application Detail j
FL ( FL12246-R3 t}
Application Type i
Cade Version 2014
Application Status A
Comments ?
Archived }:
in oduct Manufacturer Expert Shutter Services;Inc.
Address/Phone/Email 1626 SW Biltmore ST
Port St.Lucie,FL 34984
P (772)871-1915 Ext 166
tallexpert@aol.com
i
Authorized Signature Michael Helssenberg
ea ltexpert@aol.com
'technical Representative Michael Heisenberg
Address/Phone/Email 7.626 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 i
(772)871 1915 Ext 166
CaliExpert@aoi.com
Category hatters
Subcategory ifup
Compliance Method Evaluation Report from'a Florida egistered Archite t or a Licensed
Florida Professional Engineer
z% EvaluationReport-Hardcopy Received
Florida Engineer or Architect Name who developed Shatter A.Tiliit 3r„P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Mana meat 1ltstitute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By John Henry Kampmann7r.
Validation Checklist Hardco y Received
Certificate of Independence L12246 R3,.,A1.7(3 X ERT SHUT IN _NRQTs
ROL UNG SNt�TrnR
Referenced Standard and Year(of Standards j5tandard Year
1SECTION 1609.1.2 ASTM E=199 E-1686 2005
;SECTION 1626 TAS 202 1994
;SECTION 1715.5.3 ASTM E.330 2002
Equivalence of Product Standards
Certified BY Florida Licensed Professional Eng neer orprchitect
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Sections from the Code
Product Approval Method Method i Option D
Date Submitted 06/08/2015
Date Validated 06/23/2015
Date Pending FBC Approval 06/28/2015
bate Approved 08/18/2015
Siummary of Products
FL# Model,Number or Name Description!
(12246,1) Nautilus Rolling Shutter:System N66tilus Rolling Sbuttei System
Limits of Use Installation Insiructi ons
Approved for use in HVFl2:No rL12246 R3z H F/PE T Ht1:.ER SERV ES
Approved for use outside HVH2:Yes INC. NAUTILUS f2CLL ° K4)�F.
Impact Res ista . es OTiT.gdf
Design Pressur +160/ 16 Verified By:Walter A. illit PE?14167
:Other.State Missile Leve 'D"wind zones 1,2,3 anji 4 Created by Independei it 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" -:Li22a6
R3iAE?EXPErZTSHUTTERSE jal
slip.See sheets 15,16 and 20 for additional ipressuresand .INC. NALITILUS ROLLMIG ROLL' SH ITER SY. E.R. DRWG.
spans. 15-071.o�tf
Created by I;depende it Third 'arty:Yes
Hack fdex
.Contact Us::1940:North hbnroe Street Tallahassee FL 32399 p c'n :8 7-s
The Sate of Florida is an AA(EEO employer.eonyi'laht 7007-20.3 5 ate of Florida.;;Privacy<tatement:: cress 'a`statement: Refund Statement
under Florida law,email addresses are pubic records.If you do,tint want your e-mail address released in response to a pabli¢records req. �t,do not send electronic
!pail to this entity.Instead,contact the office try phone orby t2ditional mail,if:you have any questidjis,P' a tett 850:487,1395. uantr o Section 455.275
(1),Florida Statutes,effective October:1,2612,Aicensees Y>Lense�-uiiifer gt5aliter 455,F.S:must.p;ovlde'the Dep, nt wIti;an emadaiN rets ff they have one.The
.. etaaits provided may be used for official trominuica'on niC1 th9 tlCC11 1"Qy(eyer email addresses ale putiliC .if you do not.wish to supply a personal address,
please provide the Departmem with an email address which can`tie matle airailabie to the public.To geterrnine if I ou are a.i4ensee under- hapten 455,F.S.,please
cl here.
Product Approve!Accepts:
A
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GENERAL NOTES: N.ANCHORS SI(A BL:)ifiiM-110 FOWAY1N0 hL OF THE RECONA!ENOAT100 MIT°,PSClFIC'nnUNS 0f MF.A'lCHDq'S M✓M4UFA,(3Ll9FR,
I. NAI)1A.U3 ROMWO SWITER SYSTEM FiiOWN ON INNS PROOIJCT EVA,OADON OCXVMEN', [('L_".II VAS BEEN A.ANCHORS RSOMEO FOR W'IPM CORS CONNF(MOMS SHALL DE RS SUEOME,ON AP?Lir,ARIF 5T_:C.TVJIS gN411N ON 54EET 9.
MIMI)FOR L(W-PLMCE M ACCOROANCL NTIM T'r4F„2CI4 (59,WTION)CIF THE FLO IDA EivtPNO CODE, ,,3/8`00 I/4"CALK-INS PANUr'ACTI)ACD DY GOWER FASTENERS. INC.
NA!ITIUS NOWN0 SNLMER i ,TVM%ML.NOT PC INSTALLLO AT IEUN Va(M7:.•NURRICANIE ZONES(5M►t14ADIF
/BRGNARD CfSU mes). ..)/4bW
AJJ4'SOLID"SET .NitFACfL1S?p BY All POINT,INC.
-3'8 0 KIRK KLI TY MIJIVFACTURED BY FN.%INC.
.".... ...,,......«• pt'Lt.M1'E1F`12B., ...`.."°...,'..""W^"SPG 9'TdPCi)XIAYJ
FOR A BASIC WIND SPEM A$REQUIRED BY THE AURIWACTION WHERE T1IMSE SHUTTERS Stitt.0E:I.NSTAUX0
FOR A DIRECTK1NWATY FACTOR KnnO.RM1.USRJG ASCE 7-10 FOR INSFAUATK)NS UNDER 22010 FRC MINIMUM EDGE DISTANCE.AND SPACJNG Pett A&nE ME:NTi NdEU A%X11ORS 151011.Or,AS INDvow BELOW OR AT A8'JYE.MENTIONED VICE',
AND SHALL NOT E'XCEEO THE M"IMVIT(A.S.0)DESIGN PRESSURE RAIMS ATIUM ON!MAS I5 IHRTI IR k;K)mw26. EME DISTANCF.AND EWEDWNTS ARE DMND ANY F;NLSH•VArCRIMEMBEDMENT
IN ORDER TO YCR(fY THE ABOVE CONDITION, ULTIWE pES1CH.WIND IDMS UETERA41N.M PER ASCE 7-10 (LPOvi 1,11,110 OR
...".........................SF.I'i{,L_.LLL..tIRSL.,Lt�l)AGEf2."'LAASD._.DLv.G .KUNG}.CtIpSITY..fdtlLTlpLYfNG..,7ff1EM,3Y.p5.,wDftQLH..'.q.,:..._........-... ............_._lId{(,,Kt)1L..... ..._.,.°J.AIHG..W.Lcosi..__"_F.AOC.,I}IgT?v+iCF_a;,tJpR ......... ......................+CBquCRE.EE. r:O(ac.... _. ,,.m., ...;,• - ".....
.. - ....TO CC,fk"I:AB:F"�)'1 m W/..MA)i (A.R.Q)(ICw1CB.t(ARESSURE riATiNGS tNDICACt�b ON SfiEF.?$ :}Tf!!?11 IO fi.20 TYJRU 28, 3/8"a.1 1/4"CJU;Y,�(N S•3�'f' i J/2` t 1/A'(..GOD pa;) NCT ALl014T:D
t/4"4153/4"Sl1l.R!-.4:T (3000 PA:) NOT AL}.)NTri
7. IN t))Lt?E1t'TU VERIFY T141T^.OMPONENT$ANP ANCH{IRS Ott 1HIS_p.E1;.AS TESTED WERE NOT Ovf.RSTRES5E0, 3/8'.1 XVK BOLT TL 9' i' 2 I/'t.'{•'�J ps:) N5T,Si.L055E6
A 3371 INCREASE'41 AUOWARLE.STATIM FOR NAND LESMS WAS 1550 1A 1NEIR ANAL"11. FACTENF.RS SJ1Rb lAuGO,N XL S J 4" t' ps ROT N_IOWED
SPACINGS TO WOOD HAVE BEEN OE:TF.RMINED IN AMOROAKE ti.D.S.2.DIl, / 3 FH" 2 1/4`F28RS
ACCARI),tNC:W17H UXT1ON 1605 i i OF'•TWE ARDVE MENfIDNED C)9E AC aNFRICAFI TL:ST TAH OF SM till- offlt VEMMM*N ..10.ANCHORS REWIRED FOR MULUON EONNCCIiDNS SfWJ.DE AS-SFE01FIEU ON APPLICABI't.SEMT,ONS 511?NPI ON 5HE£rS 10
FLIP M REPORT p 10''lpAt O8 ASS FER A5111 C TCD$-�0.5.C 1886-09 ANf,E 3.10 STANDARDS. OLIAUFY(hM, IOa 11. )IA. I:. 122, IS fX ).lA,
INSIALEAIIONS F WIND ZONES I,?3 A 4,MMAILE TYPE.O AND UNLY A FU A8 E TTA BASIC PROTECTION
INSTALLAMONS A5 DCONCC BY SECRONS 8.2..1.1, C/.1.2 AND 8.J OF ASTTA(.. 1H96At%,4M 19 k 20 -KWIK BOLT IL f.1F WN-AW.4OR 1LlNUFA'CTURED HY ISIIJI,INC.
FOR ADOT)DNAL iAMATIOris, •N Iv-H It:1AM ANCODR MANUFACTURED OY HILT),INC:.
-lVtrt E--07 AN0iOR WMUFACit)RED BY POWER FASTENERS,1NC.
.... ... ... ..........._.__._.............. ......... .._......._.... ... ..._..... ... _ .. ... _... ..... _ .._..._. ....................... ............_...._.......... .. ............... ._.....__. ...... .. .... ._......... _......_.... .... _........... ....,....
J,ACL A1.VIERiClI EXTRUSKINS 5RALL HE 6063-76 ALLOY(,JMES"OTHERWISE 1iOTE'p),StT SHEET =. MIMi.MUM EDCE OISIANCE AND SPACIN.'FOR ASN''E UFFDIONED ALN:JLURS SMALL.IX AS INOICA7lE,BUM OR AT AHCIVI.MU411-ONED s.fCEL
r T00E DISYANCE AND EUHCrUFh75 ARE BEYOND ANY FINI.911 MATF.RW,. E:MBEOMCH) O 70DZ
4.ALL, REW5(EXCEP.T END R}:1L`NT/ON�5CRF:'N Cl. TO BE STAINLESS%TFCL.3304 OR SILT SERIES WNH SU L.s:
YIELD VIIENGT)i AND 00 k;.i TENIALE ,.r REN'CT1•'OR M?R�?ON RES10AN1 COATED CARBON STEEL AS FEW'VIII (,W')T TILTED OR
5(1018,ALL SD,S.ARE TEK SCRENS MANUFACTURED BY(TW MPMEX k S14ALL COMPLY'W/FLORIDA RUILMNC ANCHOR. STIAWN 0 Mr EDGE O19TANCE e9 TMS% CONCR£re �,,NORETC BLOCK
CODE S£OTF IN 2Ai 1_'S J.A. 'o KLYIK k tt Ti 27' R` 4.:3/+•`MOD.psii KaT R,.I.IYJ16n
!L BOLTS TO BE AMM A-30, GAt.VANIM)OR A61 104 OR 3413 SERIES 5TAINL.MI,Swk.'L.WTN JG ILA;M'RMAJ 1/2"u KYAK DOU 1'X 27. */2" 7 1/2" :f 1/4'(:)M*F"3",) NOT u.LDWfT) _
vaD srRmyiT . ,S/6"o KWIN.HOLT TT C' 4 3/6" 2'(-MO us!) )XT ALLoK.0
.)/8'e HUs-K SCREY) 4' ti' 2'(JOVO ev) NOT ALLOAV)
(I.NAUTIUS ROMM SMITUR SYS"SEARS 0.5,PATENTS F6.025,225 AND p7,4fk%.480. 3/tl"A Yh DCE^t?OL7 4 1/1" 4 112' 2 1/Y(..(KID pSf) NOT Ad.0 VELI
A)k:H TO WA;.L 1,'()R ISiSS SIDE uAsi.Sf)AI.I.RE MFOL'sONS: 112.1 W.--N S;t&Y CR YTDCL AT 6' 6' r(.}000 pSt) NOT AL.DY)F'a
5j8'+Ks tf wa(W dUTP;LAT 7 1/?" 7 I/2. :1 1/2"(3OOC S) NOT ALI.Ono
.._... .. (t�TO LYI5TIN5 f3)RE)CONCRETE,MrtI 3PJ PAI Ja.rRCi.SV. LNt fEs
... .,.. .. ..... _.._....._. ___. . .. . ..... _._. . ..I'..'THE HTiFUAINAN t)W'tAl&-WWAOTWJFr ........
TmE-11M•ANNG._
-G;Isb TAF''i70st XE,ANC140H`S AS MANU'ACTWEO BY MW 8'JI0E:X, INC:, TO PR I.D.i R.ND/RAIN Rt+:U ION.WLK AND St:AL.PROMIC% TRi CKS AU ARCLIUD FULL ,EM3111. j
-,SIN A(«BILK rs t 1 ANCMCu?S AE Nd44LC4pT11RFD(Y.1IL11,.t1sC'.
. Q. ti"XHa1.1 LEC D4T NC4mR..'.44t21Ft:qr THE tXINTRA^TOR.TO•tP.fiiY4'THE )ER3DNE$S'0T'-THF STV f TUR*leORRt pRt)IWANI L"r TOW ATTACEiEO''Ta
... n IMMMULI ENPEDUENI,POO POURED CONCREW.WtA,. $E: .NFiURf, pmKit A4,.HORACS..TI L4 RRODI:CT SIIAL'_ONLY F)E.ATTACNLL •04"'DNC.RL:tE, CONGRET DLO:«,)R wrt)U FF(AME HuitLaNG.,.
2 /;'FOR'5 IVII..TAPAGbN A16i,-T;A(2 1/1"FOR}JO's K0K ScUL: J AMC'{pRS. T
NO EMBEGMFNf'INTO-KCO'::HALL BE tpt.a'rrcc A5 PAM*,CT'T4iC Rvit Rro Eurrix-1EEIT. 13 1105 PRO.M¢T"WSTAUATiON sl-KI:cVLI'.Y WITIR ALL SOttS INA 'SM
CATEn+N S DRAVAW 1`t"S AW,HL[.:7N;AIC 20&kif WbJtA.T;m FROL-MED
CIT-"lll. IURISDIVION1 WHERE, PERU'4 APDL IED 10.
A.2)MMLIUM EDGE DMTTANI.E(E,D.)aVO KAMM C'J14C9CT('SIi U A:x
W. r
4-FOR'f/IDD TAPCON XL ANCHDRS k FOR J/6Y,'4 m( 9.t.T 7 mcmoiRs uxE. Ct181A,.ce t£:Mf?m 14.OFTING ME.CNAFISM NX PART OF"rRZ APPROVAL
A34Y M04)A ILRSV...
)5.(a)THIS P.E.D. PRCphftiP BY ilii,;EMCANT"ER w GCIIEZ;C AND DDe i NOT FTi;UV)DE lNFv?}Ll1N?i FFOR1E SPc'CIFN• F'RU1ECI.ic. WitLFEF:niE SI.0
A3)W{FSC THAI FRrCAS1 STONE,pRtCA:t CONCRU OR FJW K PANELS. 7ANEC'9 OR PAVER,HE t0UN0 ON CONprtg%s DEV:A. 1'ROM THC Tk E.P.
THE C•,IIWAIG WAL. OR FL.00R,AN01ORS SHA'.!.DE LONA LTiJ GN'TO RET^H IM MaN SIRCCRIRE;flt;EtNU t
SUL)L PANELS, (G3 CONTR&MP TO fir.ItF4N)N6TBIF FOR THE SEL.ECr10N,PVR(:Wif AY;?IHSTAUAW,%iIt(,0;4W;lAt'SAFETY I:T THIS PROVIXT. 844...ON Ta;1 !
(H)10 FX7STIM;GKWA TILLED CF.t.CO`ICRETE E(LI)CK IVA(.L;ASTM C-9G %"ED.PAWI1ED 11-/1115 C#J.5 NOT I)MATE FROM THF CONOrtoms 0E}daLEO ON TH:S IsOCitMF'NT,i)3tiC;RtJC'+E'iN
SAFETY AT FY1T:15 THE
CONTRAMOR'S:R.'Sf'DN'SaRiLIfY.
5j}R"8'AoCON XL ANCHOR".(,AS,MANU1KA IREO 0Y IT'N RUILDEX,Tit{:.. (a)THIS P.F.D.WwL D£MNMI: REO;N`iALiG W ALTERED BY AU, MEANS. 1
B.1)MIN-MMA WOMEN! Or 5/16'10 TAPCON XL AUTHORS 114111 THE GROUT F)LIP5)CELL CORC.RE`.E 80,• (a) ;eT,r SpECir:e F�RWFUS StfAu.L'E Pri'PASED BY A I'L•OWDA BZEOStF•M EWPIIMif OR Al(MIlUF WI*CH Val.RT_OOM
EYvil .HALL BE 1 1/4`. F TIIE ETIG MEc"ti NC a
NO EUOET:tiE:NT IVT)STW...O SHALL BE CCHri1E1(M''.AS PART OF Di4 RE(1S1;RFD EMOEM(Chl NE.CCUrLl(E.O.R,/F'7rt.T11F:PRO+ECC ANp 043 MLL BE RE:iPOMS16Lf f't)Tt Vt.PROMP USF.0< RIE V.E.D. ENOMEER 0)'RECORD,AC?aNL:Ari �4
A DELECATEO FNCA,'fErk TO THE.P.C.O:ENO,NECR,S1W_t SORVIT TO D45 IATIER'IME SITE spF(:Ir: DRAWWGS FOR BMW.
8:2.)MI;+EMVM EKE DISTANCE i.;. OF 5/16`m TAT4:014 XL.ANCHOR INTO CROW ALL.£J)CFL.L.CONCRL"TE
BLO^_K t7•WL«62 4"EOOt DISTANCE-.' 3>VEYON„ AhY E'1ViSn 61A;ERIAI, Et)TN)rr P.E.D.`.rtU.l.HEAR 17.!1,.:PATE:AND GIZV.1A),SEN.ANO',MNAM;RE OF THE.PW''Mf:: ,4?, EM.;iNFER OF'
RECORD THAT PRER'IRM^:
8.3) vi CASE TIrAJ PRECA;I'STONE,pRL•CA.ST CONCRLIE:OR HATE):PANEL..-,VTN eR OR PAVERS BE FOVtIC ON
THE EIBST+W;WALL OR FL,CH)R. ABCs{pR$$NAI'. ESE i,MlG FEIDL)CH TO REACH TFJT VAAN M011I1JOE(It"r: '6. P ROOVCT MAN:FACTIMM LAHCL SKUL il£�LOCATED I A RFAD11:YM.f LOCATION Al Q"DUCE iN ACCOROAK:F NTT'N SECTION 5 71 V.8 3 OF
SIXH PANUfi r:::Ri(IA DUI.M�CVDE. ONE L&BEI.$HALL BE PLM:LU fou eve"OPWIM" L/dX:'.Av TIT LJMPt.Y WI"A S'L::'::)N 11!06.7)f'd)iE F.OY16A Hi;W1N0 Grx I.,
(C)!0 E xlsimv WOW ORAMF RLI W"G:SPROC.(: PINE-1,:R-5011TH (O-.G..SL),:C)UC,ihS�FIN•SJUttf{G�0.49)O3 �,�N;I,-l-,l{E}J $IOU off""SF. USiD 70 i .
SOUP.I)FIN PINT'BP ril U • 0:55 MiN. d" JyY1 I (+ JkE 1H W..$Tia!£Uf fLCR)RA...i FLORIDA HUIumia COD?' (N0n HIgK 1160c!Y Uurn"'t ZO::e;
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.NRE,4OED PEWIRATFON. ^No,.Q -}..�jZ. 1.... Rolling $flutter System e,>;,:s
I*EA(Bi.wcl C)NFo FiN4H MA?ERim.,'SHA)J.flF C()NS:DFy(U As PART OF Tiff.R.EQOi t1T
r" * TtLUT T6^+T:NS.&CN0.hCCRN({GO'•N'AHY �xPERT SHUTTER SERVICES- INC.
C.2)b9NAlLifd ffi_^»Y DL'>"at.CE {5'.0.3 OF TAFCOis snCHURS,:*ITO YFC{:v$BALI.<?E 2 "/4"f)JL'E 0.SIAlY'E 6 610K11RE"Tai.::
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I AtlJ1I STRUCY()kE BEHIND
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Rolling Shuster System
j 11LIFIC01mc.
EXPERT
SHUTTER SERVICES INC.
OF wftluo-'.s-Vm
U5;111.Q. }44-�
COMPONENTS
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i SlQF1ELs GAP_.
2 HOUSING(BACK&TOP),040 THICK
3 HOUSING(FRONT&BOTTOM).040 THICK
o �✓0 ./i, r �,�% ' a J:.� r i' ••.�ts 4 SPRING BRACKET
A5. . SPRINGSSEMBLY
......... ... .. ...
. 6 60 MM OCTAGONAL.AXLE
+ `�""� -a' ✓J 7 STT RAIL(MAIN SECTION)
�,,.. ~.r ^ . r.✓ .r ' I S SIDE RAIL(COVER SECTION)
..• I X17, f ,rr N - .,- , r.- r"
9 ALUMINUM STARTER SLAT
• ,:- "' �" / / , d 4, 10 ALUMINUM SLATS 1-10
i •!�Rd r'" t .- r - "r dy 11 ALUMINUM BASE SLAT
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12 "TUBULAR MOTOR
13 MOTOR BRACKET
14 SPRING GEAR&MOTOR BRACKET BOLTS
tsP"" /l ,/ r"'� s' - r r ' '✓ r ,rte 15 HOUSING(BACK&TOP)FASTENERS
16 SIDE RAIL(MAIN SECTION)FASTENERS
17 HOUSING(FRONT&BOTTOM)FASTENERS
�+• r' .f -,'J J '' r ,.r' ss 18 END RETENTION ASSEMBLY
r/ s / 'r /�J / ✓ .� 19 OCTAGONAL AXLE FASTENERS
20 60MM OCTAGONAL DRIVE CROWN
`� r/!� err•. "/ „� 'rr/�="� 21 CONNECTOR SLEEVE
A2 GEAR-PLASTIC OR ZAMAC CASING
d' ,.•-"�/� ✓ r ''r .✓ "~� 23 UNIVERSAL VNTH DRIVE SHAFT
`y �'� / ��. ✓' /f /' '� 24 60MM OCTAGONAL IDLER END
25 IDLER BRACKET1MTH REARING
BOX& END CAP ASSEMBLY COMPONENTS
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EXPERT SHUTTER SERVICES INC.
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SEE :11F(71S 2 k 3 r0P COMPONONTS NOMENCLATURE
PROCEDURE FOR SLAT INSTALLAD HE 1014
CASE l.' S 57TIER ieftGrl< MUM OR'..iM TRAM 't'--O'APJPW�AiILE M?N$JAk.LATWt'S
EJRRl,OR kQ/S!W4NI PARK W/ m"'
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QP A.INANG�UNIS(XWMWA3f!B!�Lflw Al vAt wa, 11LIE C 0 INC.
EXPERT SHUTTER SERVICES INC.
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SECTIONS Y rt .T1t(�' iy ot�ca s!Ieolna COM t'npn N;gh Ys:o6ty BumtIlno Uo )
....................._..........._.._..............._..............._........._.......___.......................... ... '_e.... .._e...... ... ..............._.................... �..r�. _...._.. WN-
- - -............ .....:.5zoo.. ,................................_.................
INSTALLATION DETAILS ON EXISTING POURED u 111 us
CONCRETE OR GROUT FILLED CELL CONCRETE ^ °� r-- `�"':1�9 >rtl)1t sy�t�t, y,;t�,x
*; *g �" C k `� EXPERT SHUTTER SERVICES INC.
��/f,ry'. n411' Ix0 a[Ml%NCiPu+.SON['K'A {
BLOCK BUILDINGS �T/A '�F :t ° `a: Cmx' r ♦Mta iPa sie Uw.ety
.app C" vuw-'4 to
WI f,$' �iy"C,f�*' F��Rti�}�".;�S oW latw�) ✓.vsn ins+.a..yry [tr.t5 xrra'xu+w S
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TRAPPED MQU BUILD—OUT MOUNT
SECTIONS
INSTALLATION DETAILS INTO EXISTING POURED CONCRETEOR GROUT FILLED CONCRETE BL0QK—kU—lLQlNGq
1A
Q tw. I�0-sl:n
5ECTION 0'-0' (PLAN)
n\ l0 1ra - —------ ORIENTATION lu
1,14,Sfjp Mau
1,;V,�o�t'n WALL MY END UJON
ORIENTATION
I N g-0 (PLAN)
SECTIO.._.0-0 (PLA R (PLAN) SECTION L--R—Ifew
ORIENTATIONS #1 ORIENTATION &2
ORIENTATI If ILLJ 11
WALL MOUNT END U ON WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INIIERI MULLION
..........
INSTALLATION DETAILS INTO MULLIONS G,GL G2
..........
T FIR N A Y"EA Y
.3CE SHEC
20-3/dtec
'20) • P
MAY BE tAED
ORIENTATION
.. ......................... WALL MOUNT END & INTERIOR MULLION
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—FILIE C 6 INC.
Rulling Shuttei
EXPERT SHUTTER SERVICES
Twpfl L--- I .'— - INC.
SECTIONS 0'-0' CIPLAN)
INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS
WO I l;,.T,r 6 Orr
............................. .......... ............
TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE_8L0C6§Tff
STEPI OBTAIN JW$1 TES A.S D.DES16NPRESSURE.RATING(p.s(,)FOR THE OPENING AND DESIRED SLAT P8p-cgpv%-AR)IF MULLIONS ARE USED BUT WA)STORM BARS
SPAN"LP(R)TO PROI ECT IT(SEE GENERAL NOTE#4 SHFF 1'13.
1.MINIMU14 SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL
-P ENTER TO CHARTS ()a, Jb & Ib' THRU 1C ON SHEET IS TO DETERMINE.BAS11p,ot! T.15,11-WALLAE MEASURE{)FROKBACK, ................
Be.0 510 DN-0 HMT.-IL ON SBEE
................ ......................•........._.. .
SLAT-SIP(fn);"ANCHOR7ME*AT*Sfl)l."RAYr.S�AISM.DESMIN PRFS90Rr RAYJXf(;(i;.i`.f):Itig' OF SLATS TO'MAS'S.'
REQUIRED PAAXSLAr SPAN't"(1t.
2.ENTER SCHEDULES Ia1HRU2oONSHECTS24.25&26W/AS D.DESIGN LOAD;MAXIMUM MULLION
THE FOLLOWING INFORMATION ISPROVIDED AI'CHARTS I THRU IC 10PROCEE)DVOTH SPACING(MAX,12',$'OR 7),AND DETERMINE MAXIMUM MULLION ST.N(HEIGHD WZALLOWABLE,
PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN WANFEN SPACINGS FOR A GIVEN muLmoN rei:ir
• ENTER AS.O DESIGN PRESSURE PG;ATINSEESTEP(1)ABOVE, MULLION ORIENTATION.
1 SEESHEETS if).ICIA.11.IRA,12.12A.Q&13AFOR REQUIRED MULLION CONNECTION OU�I'AlLaAT
• FOR A SPECIFIC PRODUCT MOUN r ING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE 'TOP&BOTTOM FOR rLOQR`TO CEILING(TRAPPED)OR WALL MOUNTINGS OF m0woks INTO
FOLLOWING DEH NiTION FOR SLAT$PAN SHALL BE Cc).NSIOEACo- CONCRETE FOR A GIVEN MULLION TYPE(tjo
_1.1p78 0*).
Wma THIS IS THE MAXIMUM ALL OWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 4v If BOTH STORM BAR$&MULLIONS ARE USED
USED.FOR A GIVIN A.S.U.DESIGN PRESSURE RATING.
I.MINIMUM SEPARATION I o GIAss FOR SLATS If,BOTH STORM BARS AND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARNTION 70 GLASS IS PROVIDED ON CHARY Im PROVIOES SEPARATION SHALL VEMSEDONCHART Ic.ON SHEET'15,IT SHALL BE MEASURED FROM BACK OF SLAT 8 To
TO GLASS FOR PRODUCTS W10 OR-W,STORM BARS(SEE STEP 4). GLASS
-P 3;OBTAIN INFORMATION ON PRODUCT'S Sit*PAIL ANCHOR SPACING REOUIREMFNTS FOR 2.ENTER TABLE ON SHEET 22 W!A.S.O.DESIGN LOAD AND STORM BAR SPACING AND mTERM;NE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHrDUl.ES,k Vb&Vtf ON SHEETS 16 161AXIMUIA STORM BAR SPAN p IE1Gf IT).
THRU Td.ENIC-:R.SC#iE[3t)L(:SVvl'THFINALI.YDETERMINED ANCtiOR'rYPF.StJOS'r(;LATiF,,MOUNT#P1(3
TYPE.A.S.D.DESIGN PRESSURE RATING&SLAT SPAN A140 OBTAIN MAXIMUM ANCHOR SPACING 3.rNTERTAkES2 OR 3 SH
EtOH 23,WITHA.S.O.DESIGN PRESSURERATING AND S.TORM BAR
AR
FOR ANCHOR SPECS. SPACING AND DE1EMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP
&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT*ANCI IORS TYPE LEGEND FOR VARIOUS ANCHOR
STEP 4 IF PRODUCT JN!5VAL1A'T)()N INCLUDES STOWAIIARS,MULLIONS Oft STORM"M&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS B SI,Q INSTALLATIONS
FOLLOWING MANDATORY ADDITIONAL PROCEDURFI%ARE Appi.ICABLE. h A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM*BAR
SPACING.
RRPCF�
, �;,tNgf=L43.IF STORM OARS ARE.USED
A.FNI'Ek SCHEDULES to THRU 2c.ON SHEETS 24.25 9.20 WIA.S ID,DESIGN PRESSURE RATING
I MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING.(MAX..12%4'OR Ti.AND DETERMINE MAXIMUM MULLION$PAN
CHAR! Ic.ON SFIEE T 15,IT SI iALL BE PAEASURED FROM BACK OF SLs1TS TO GI.ASS, (HEIGHT)V.OALLOVA6 f-INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN
MUI.LIDN1YPE&MULLION ORIENTATION.
2.C147ER TABLE I QN.SHFET 22 WIA,S 0 DESIGN LOAD,STORM BAR SPACING AND rW7ER?A(NE
MAXIMUM, 5 SEE SHEETS 10,IDA,11,11A,17..02&13&:13A FOR MULLION CONNECTION DETAILS AT TOP
ALLOWABLE STORM BAR SPAN(HE101 I T'j. BOTTOM FOR FLOOR TO CEILING(RAPPr;D).QR WALL MOUNTINGS OF MULLIONS INTO CONCRETE
FOR A GIVEN MULLION TYPE .14
3,ENTER TABLES 2 OR 3 ON SHEET 2.3.WITH A S.D.DESIGN PRESSURE WING ANDSTORM BAR
SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP 8,BOTTOM,OPTIONS PROVIDE.AN04011 SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEPS 1 THRU 31S P:IMII,.AR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES CbVE RING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANI:;H00S 8&C) STRUMURES.SE',F 6HEF IS 20 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
INSTALLATIONS 8 A'CHOICEOF 2,OR 4 ANCHOR$PER CONNECTION DEPENDING ON I.OA0 AND WOOD FRAME.STRUCTURES.
STORM BAR'SPACING.
UiNt
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44-M, Rolling Shutter System
IL EC
R EXPERT SHUTTER SERVICES INC.
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9% 1—ZIV,
F.
.................................. ................................ ........................................
............... ......
SLAT PERFORMANCE CHARTS Ia. 1b, Ib* & IC: (ONLY VALID FOR 712"
FOR A GIVEN A.&D.DESIGN PRESSURE RATING(p.s.f).PRODUCT MOUNT CONDITiONiNCLUDING ANCHOR TYPE AND FOR INSTAUA71ONSWt OR VUJO
CHART Ila CHART Ib 17 CHART 1b' CHART IC
TAX WMAI VAUE BO WEN POMPE AND NIMATWE ASD.taW -.;...................... ........... ...............-............
......................................_._,_,......-.-__•.....__.. ...... ........... .............w...........
........................................... .. .
WE VAXWM POOK.AU.LOW VAIJA
M"O KWIK SOLT 3 ANCHOR S/WoTAE(-rON LANCHOR &16"o TAPQON XL ANCHOR
POURLD CONCRETE TO POUREDQO-VMFTf 11.)(A F"VO CCLL COWRilt BLOCK
aAX1 MO.SLAT SPAN WX SLAT SPAN MM, SLAT SPAN REQUIRED)AIN.SEPARATION TO GtASS
A.S.MD, L-vAx.* (Fr) *Ljw.,(pi) )AEAWREO TO BACK OF SLAT(,m)
DES
mss pi *ALL "twm INAP-Dur 1%"-OUY "U. MAPPED B"-Ourf "o-ow 011 Irt4jIm FANO-Wf emo-our W/o STORM BARr, V/STORb1 am
RATING "to L*w MOUNT vv/!�) Mw Mai kow w/@ WAM MOUNT gm MOUNT*/(I., - --J— -
14 A.6 "qTNj>-k0NrL WIND,ZONE WINO ZOTO WID WK
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si's wx No= WOTM vx
sm"m S".won $ff w'd" SEE ww SIX monis "WEE• ".Wm A ux KM 1-3 1 4 1-3 4
20 -6. '. • ?. I
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it 14 1/2"
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10'..,o, I,*-.1* 11---4- V-10" V-TO
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115.0 Z�� 1—cl,
7,-6- 7--H V-0,
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A.920vT ItJM('.AiFD MAX SLAT':�PANS MAY PE I1$ INDSi: IS 4ONr AS
ANCHQn SC1j', el IN=
:TATE ON %7 -CATE- WAT
AN ANCHOR SPACING 1% AVAItAnLE FOR T115 STAT SPAX ANI)A.S.O. OESI,-N RArj9C-. rLrjp,%Dji��?m�:Glm (Non Bzqr, 4011."
.............. ................I................... .....rn .......................
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....................... ................... RM-INRES:- -Ak�l-FAS7f.1 iED to OtMl INC.,1*STRK rvpfl� vy�qI........ . ....................... ..................................................... .... !�sw
3/13*0 KWIK BOLT 3 ANCHOR OR 5/10'o TAPCO14 XL ANCHOR, IN-0 LA S
2p C.-K)UT Pq..
u:n u co"'-por vux�x. o-fi No,44167 RmMng Shutter System
'u
woh nx ',,CR�s e�, miji. �C!N. Inc,
-EX..PE
YIAL�-Mr2UNTt.D, TRA,14)?O VCX;Nfi�0, AN-C, Busz.��-�)T M,'i:iNnv1- XRT SHUTTER-S-
ERVICES
rcZ
5. VAX1W.rM &LAT SVAN.�., COR iNIFPMEDIME, II(MUS, MAY BE
0.
0- LANC&R FIE'TKYN, VAU iES V,
............. N70
MAX ___._...................__� __.__..._....__._. ..._._.__._...__..._...._....._ .__...._.__..__...._..._,_ ....,._.__.,._. _....._....__..... �.......__. ...........
ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN SHUTTER MOUNTING TYPE "W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL
A,S.D,DESIGN LEAD&SLAT SPAN RANGE
WALL MOUNT
+ SLAT SPAN RANGE
pestwt
U'--4't .> 4'--JS't > 9'-6't > 8'-T 1' > r-.o't > e'-12't > W--10't > ,e•-xa t
�>fx•crnlo
htU,. ......11:.. .... .,g .. ..., h....... fl-.... ........g• . 8 7, tf"-- p.,. ... ....................................... ... .. ..........................._
_...
4.
>at '40f.:. .... .....................t3 ......._. �^ a r7 Y..`i!n" Lt4IE R n
}61 tos r3" B 7/2 5^ ? 3 4" ... 3 3f4 - - GIVEN Sr.O.PDESGN LOAD
>tUb 120 _ -,_ SHALL
.; FaCCEED MAX
t t pj7 25 1 t J2" tS' i t r q 3.:,a" SLAT PERFORMA CSLAI SPAN E CHART
ILON
t.f..,6o g^ 8• y" 4' .}• ON SHEET t3.
SLAT SPAN DEFINITION
TRAPPED 99941
WAVAN
A&; SLAT SPAN RANGE
is
tAlm
A'...4'�' > a'-5°f > 5'-6' . --7 t.. > 7'-9'f > 9,-12,t > 72'-16 W-20':-t } YW-20't
A+'rtCPa(7 :> 8
�'..... �.. 6"..._ 6 t 7fo•�
r3• .o v (..... 6" 6"
>pl ao 6 B C ( . .Y...
Y1M1
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6 9 . a
......... 3 f1...-
....
_ 3/4-'
I
Buttp•Our tnr7urJT
SLAT SPAN RANGE
p 0'--0't >4'-5 t 7 &'-Y:'L > 8'-7't > 7'-9't 3'-tY'1 > W-t6•t > 16'..20•ttam
i
K } E� ,E2 'E rE E� tE rEj L•7r C E ( c'E Fl�EE /t !E `E rE firr, E9ti C n 6 i & f F F t s ? G 1/2 d 7 2 a 4 3 3/4"
406 b 6 a U 8 6 y.. ...5y... .. s .. t /4 .Sfa 3/-'l.Sf4'
at'85 G h E S F 6 6 4 fi G b 13 ( B a 4 }3 c 3 S.?' 3 3/4" 4 1 4 -
t
a 9U 6 F 6 6 5 4 66 a [ 4 3 3r4" 5 S 3 *fn 3 3;4"�
fi C V t s rr4 -x i/ n 1 7 S S a 5 c/t x 3r4. 3,3/4- 3.314-�S 3/c ... - . .. .... .
aat,(t t E fi" f 6 51tr {f Sia a /2 a t [ 4t/ 3s l SJt x3 r 3 < a
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3/4"d 4 /k _...
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3� r4 t27.Y1 frt!;LUINC +.ODf:(YS.^. @Iph Yela;ity Hrrr.<onv Z—"
f .__.......... . . ....... ....._...... ........... ` - ......... ......... ...csassrzTi�r ..---. . .. _ .... .._...
tus
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