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Busines 'I)� -
i a.$ Product Approval
Professign I USER:Public User
Reg«iation
( pllllfltl .o h. a� y j r;1y>ianrluc o,nnPjiyltiy+,ySr,�rch>Annp<ation list>Application Detall
` MA
i s ,5 FL 0 FL3224G-R3
A-�-1 r� �`)' Application Type Revision
Code Version CED
Application Status Approved
Comments
Archived
Product Manufacturer Expert Shutter Services,Inc.
Address/Phone/Ercall 1626 SW Biltmore ST
Port St.Lucie,FL 34984
(772)871.1915 Ext 106
callexpert@aol.com
Authorized Signature Michael Heissenberg
caliexoert@aol.com
Technical Representative Michael Heissenberg
Address/Phone/Email 1626 SW Biltmore St
Port St Lucie,FL 34984
(772)871-191S Ext 106
CallExpert@taol.com
Quality Assurance Representative Michael Helssenberg
Address/Phone/Emali 1626 SW Blimore St
Port St Lucie,FL 34964
(772)871-1915 Ext 106
caliExpert(Daol.com
Category Shutters
Subcategory oil-up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
>f' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E.
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.
'/> Validation Checklist-Hardcopy Received
Certificate of Independence 1"A 2:46 R1 C01 Ea(?FRT SHUTTEP SERVICES SNC, i4A01 11 US PQ-11-:C'$tiUT'rEe
SYSTEM C.i DRLVG.1'4.071.fyR
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
http://www.foridabui lding.orgjl)r/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 06/08/2015
Date Validated 06/23/2015
Dale Pending FOC Approval 06128/2015
Date Approved 08/18/2015
........... .. ___..._ ___.. __._._._..................._...._.,..�.__'__....---
Summary of Products
FL#t IModel,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 ELI 2Z'6 R1. it E'PEPT SHIM VR 1,FRVICES,JNNAfjt(t j4 RQu IN"
Approved for use outside HVHZ:Yes SHt'iTFF 4Y�TPt 7Rwr r 5.071 n-it I
! Impact Resistant:Yes Verified By:Walter A.Tillit PE-44167 F
Design Pressure:+160/-160 Created by Independent Third Party:Yes Ij
Other:State Missile Level D"wind zones 1,2,3 and a(basic protection Evaluation Reports `
only).Pressure rating:+30 30 p.s.f,at 20-0"span and+160 160 r„L)✓72,16 rg AF FI.PFRT`>id(dT IER krR JIf GS,INC NAO ti t!,
P.s f.at 8,-0”span with 1/2 slip.See sheets 15,16 and"20 for additional ROi i Nti SHtf llER--,t,TF'4 7 f a k�,(tY/f 15-07 .nat
:pressures and spans _ _ Created by independent Third Pa Yes
Contact tis::1940 North Mon,oe�reek Tailahassec Ft 37399 Phone:850.487.1874
The State of Florida Is an AA/EEO employer.Copyright 2007.2Q13 State of Florida.::Privacv Statement::Acces5ibi0t St_ a� temvnt::Refund Statement
Under Florida law,email addresses are public records,It you do not want your e-mail address released In response to a public-records request,do not semi electronic
mall to this entity.Instead,contact the office by phone or by.trad8lonal man.If you have any questions,Please contact 050.487.1395.-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
emalis provided may be used for official communication with the licensee.However email addresses am public record.It you do not wish to supply a personal address,
please provide the Department with an email address which coo be Stade available to the public,To determine if you area licensee under Chapter 455,F.S.,please
click OM.
Product Approval Accepts:
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is!lc'�curilvmi TiirC.'a
http://www.floridabuilding.ora/pr/pi_app_dtl.aspx?param=wGFVXQwtDgvzRNLe5g40V... 8/20/2015
N N S
5,ANCHORS$RxU BE INSIAtIff)fGLLNINF ALL of THE RECToALAENDAT)OUS AND S-ECiFICAtiONS OF HIE ANtrI.OWS MANUFACTURER,
NUTTER SiSrEm SHOWN Ott THIS FIRMICT VaLU47*N DOCUMENT
1� NAUTILUS ROLLINC,
S.AHORS REDUAM,FOR STORM BARS CONNECTIONS 5HALL BE AS S?CCM.F. ON APPLICABLE SECTIONS SHOWN CN SHEAT 9.
S
VERIFIED FOR IN COMPLIANCE ACCORDANCE WfW,THE 201l(SU,MTI N)Of THE FLOR(PZ,D.)W'S SEEN t4
iSA BuItOpIc CODE. 1/4*CALK-RES VANLRAZIURED BY PO&ER FASTIE)NUM NC.
NAI)PLUS ROLLING WXWR SYSTEM SKAU NOT BE 44"ALLED AT 10H VELOCITY HLARCANE Z114ES("-Ow- -1/4-0.3/4-SOUO-SET"NUFACTURED BY ALL PDW7,f4C.
/epowAn OoLunEq, "Je.SOLT 17 UAKUPA-CURED BY HXTL INC.
DESIGN WIND LOADS SPALL RE:�VERWNED AS PER SECTION 1603 OF THE AMA MENTIONED CODE, -5/16.9 TAKCN WNUFACTUREII BY TOW SULDEX,INZ
FOR A,BASIC WAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE STUTTERS WILL BE INSTALLED MAILIUM EDGE PSTPICE AND SPACWU IDR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT AROVI. LIENT*NED SHEET.
FOR A DRECTIONALW FACTOR xd-C.85,VSN3 ASCI;7-10 FOR INSTALLATIONS UNDER 2010 Fn EDGE OISTAI:C-AND ENULDUCKTS ARE SEYONO AW FINISH WEN41-.
AND SHALL NOT EXCEED THE WXiULIw (45.0.)VE5,GN PRESSURE AXINGS MWID ON SHEETS 15 TMU 18&20 Iwj 28 EMBEDMENT
IN ORDER TO VERT-THE ABOVE CONDIIDN,ULTUATE OrSON!WAND LOADS DETERMINED PER A=7-10 CROUT FILED OR
SHALL BE FIRST REDUCED TO A.S.D.OM'V WAND LOA-.A UY MULTIPLYING THEN BY 0.6 IN ORDER-0 ANCHOR 5PAzjI11c;0 Iooz ECICE D57ANCE 0 TDOS CONCRFTC CONCRETE BLOCK
TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE ICINGS INDICATED 04 SHEETS 15 THR",18&20 THRV 26. 3/8*0.1 1/4'CALK-IN 3 3/.- 4 1/2' 1 1"4*(33000 p5i) NOT ALLOWED
1/4'0,3/4'SDLID-SEI 3. 7/8'(3000 P.:) NOT ALLOWED
2. ;N ORDER To VLRIFY THAT COMPONENTS AND ANCHORS ON THIS P.f..O,AS IESTO WERENOT OVER STRESSED, i1W0 Kf4K SW TZ 0' 2 1/2'(WOOD ost) NOT ALLOWED
A 3-=i.4CREASE N ALLOWABLE STRESS VA LO-DS WAS USED N THEIR ANALYSIS,FASTENERS
FOR IN
5/Wo TAKON XL 1 3/4- 3 1X 2 1/4,(2eg"; psi) NOT ALLOWED
S-AVkGS TO WOW HAVE BEEN DETERMINED ACCORDARCE W r MOS.2012.
NAUTLUS RCLIJNO SHUTTER SYSTEMS ADEOUACY FOR IMPACT AND CTCQ:RESIST";CC HAS SEEN VERIFIED iq10.ANCH OR$REOUTRED ran MULLION OONNECTIONS SHALL BE AS SPEC.FIEC,ON APPLICABLE SECTIONS SWJV,"ON SHEETS 19.
ACCOPOLANCE WMI SECTION I6OS,12 OF THE ABOVE MEABIONED CODE AS AMERICAN TEST LAB OF SOUTH
FLORMA.REPORT 033,01-08 AS PER ASTM E 1996-05.C 1886-D5 AND,E 330 5TAUDARDS,OVALU111+5 JOA, 11. ITA, 12. 17A, 13& 1.3-4,
INSTALLATIONS WIND ZONES 1, 2,3&4,IAMLE TYPE 0 AND CNLY APPLICABLE TO BASIC PROTECTION -KW.K SOLT TZ EXPANSION A!YCROR MANUFACTURED BY 1410?,INC.
INSTALLATIONS.AS CrFTNEB BY SECTIONS C.21.1,6,2.1.2 AND E.3 OF ADDY C 195B SEE SHEETS 19&7C -HUS-11 SCREW A'JCOR LIANUFACTURED Ff H'L:TI,INC.
FOR ADaTIONAL LIMOATICINS. ANOI+`R MANUFACTURED BY PCIATR FASTMERS.MC.
3.ALL ALUMINUM FXTRUSIO%'S SHALL BE 6063-T6 ALLOY(UNUESS OTHEWASE NOTED),SEC:SHFrr 2- MINIMUM EOGGE MTP.'g^C AND SPAC44G FOR ABOVE MEHMNED ANCHORS SHALL BE AS INDMA111)BELOW OR AT AWIE UENT*4EO SHEET,
4,ALL SCREWS(EXCEPT END RETENHON SCREWtq)TO CC STAINLEW STEEL W4 Or 316 SERIES WITH 50 kti EDGE DISTANCE AND EMSETWENTS ARS MOND Am FINISH MATERIAL.
EMBEDMENT 0 T00%
YIELD STREIM. AND 50 xi TENSILE STREJNr OR CORROSION RESISTANT COATED CWDON$1-M AS PEP NN OROUT FILLED CR
80018.ALL S.D.S,ALRE M SCRM MANUFACTURED BY ITW VOILDLY&' SHALL COMPLY W1 F40;RDA eUL�G ANCHOR SPA-110,CY I= CODE Dt5TANCE 0 10= COUCIRI-TE' CC44IR-111-BLOCK
CODE SECTION 3/4-f WK BOLT T7 27* 9" 4 3/4'01000 PI) NOT ALLOWED
5,SOJ$TO BE ASTIA.A-307,OW-VANIZED OR ASI 304 OR 315 SERIES STAINLESS STEEL Wilh 36 UP&MU. 1/2-0"W BOLT TZ 22 112- 7 3/2' 1/4*(3000-S) NOT ALLOWED
YIELD STRENGTH. 3/8-.of.x M1-a S' 4 3/0' 2-(O000 PSI) IN)t ALtOVICO
S' 2-(zoco PSI) NOT ALLOWED
6.NAUTILUS ROLU140 SHUTTER SYSTEM SEARS U.S.PATIENTS J6,095.225 AND VAOS.OaO. 3/8-0 HUS-H SCREW 3/B"1 WEDOL-WILT 4 1/2- A 1/2- 2 ((30-PSI) IKIT ALWATI)
1/2-0 tV-H S=0;VIEW lal 6' 6. 3*(3000 PSI) NOT;.LOTTED7. ANCHORS TO WALL FORD�)SIDE PAIL SHALL BE AS FOLLOWS: 1/2.0
K*-R SOB DR III=MY 7 1/2- 7 1,/2* 2 1/2"(3m PSI) NOT ALLOWED
W TO EXISTING Y;?URETC COII�R[MLAN.3DO:) -,CDVPAESS!*E STAEKCT'1- 17.THE WISTA.LLATI.04 CONTPAI-10-IS TO SEAL/CAULK ALL PRCCYJCT COMPONENT, EDGES YIjj�,H ACLkAJN IN CONTINIjOUS COtZTACT W;`H BIC CUrDSNO
-5/15`0 TAPCO4 XL ANCHORS AS MANUFACTURED ffy IT'4V&J"ILOCK.WO, TO PREVENT WNC/PAIN NTRUSIDN,CAULK AND SEAL PROTLICT TRACKS ALL AROWN0 FULL LENOTA.
K%19 EDIT Z ANCliORS AS MA40FACTURED BY KLT),INC. 12,it SHALL 81 THE RESPONSIBUTY OF THE CONTRACTOR 10 VERIFY THE SOi-WVNES Or THE STRUCTURE WE-RE PRODUCT Is To BE ATTACHED To
A,T.) MuclAUKI EMCCCUENi INTO POURED CONCRETE SKAIL RE: s4wkc P86-CR AILEAcFAGE.TkT5 PRODUCT sHALL CNLY M ATTACHED TO CONCAC'TE.�=XPIC7E BLOCK.OR V-000 FRAME OU,LtjqrS,
2 1/4"FOR Vi B`,1 TAPCQh XL ArICHORS&2 '/Z*FOR 1/8'0 KWiX E-101 1 3 ANC-4CRS.
0 -iip HALL COMPLY WITH ALL SPECS NOiCATED IN THS DRAWING PLUS AN�r BUILDING AND ZCfLNO KGUtATICNS PMIXED
N EMBEDMENT INTO STUCCO S.4`U BE CCUS"RED AS PAjI) OF Tia"PEOVIRED NEETNE111. 15,THIS PkCDUCT*S IKS7AJATI1?4 S
SY THE J0R*tkCTI"W14CRE PERMIT IS APPLIED 70,
A.2)MrouOu EDGE DISTANCE(CO,)Itri-,O POURED CCuCiETE SHALL BE.
4-FOR 5/16-1 TAPCON XL ANCHORS FOR 3/e-d KyjjK SOLT S ANCHORS.EDGE UtSTANCf,6 BEYOND 14. Ltru'40 VECHANISM vCT PART OF VHS APPROVAL.
ANY FINISIP, WTIM6-1 I S,(p)THIS-�"'PR,-AR-,D BY THIS.ENOiNCER IS OVN'ERrG AND MES NOT POWiDE;NFORMAITICH FOR A srr sprCirtc PRwCcT;I..,YTHCRC TME S-,F
A.-,IN FRSE THAT PREOW STON� PRECAST CONCRETE OR PRICK F;%N-zLS,VENEER OF PAVE-RS BE FOUND ON CC14DIT'ONS DEVIATE rp%l PIC'P.E.Q.THE Exisuid w4t,OR IrLoap�, c4oqs SHALL EE LOIit;EN--UG�4 To q6CH T4 W"N'SIROCIURP rVitiND
SUCH PANELS. (b,)cONrpjC-'Dp 70 BE PESP-jusa'r FOR Ti,C SELECT*N,PURCHASE AND WSTAUArk.,;.,V.VDNC LIFE Boor. or THIS BASED ON Tr',,
P't.o.pp"Cco)-.E/SHE DOES No,In-alic new TNF couono%*VoAiLrr ON THIS DOCUMENT,CONSTI-L.-TION WE`1Y AT. SITE IS THE
(S)To cx-STIN.-OKUT riaro CELL CCI.CREIC SLr'wK WALL.ASTW C-SD MaRA41ORS QCSPo%S1B`LfTY
-5/16.3
16-0 JAPCON XL ANCHOPS,AS MAliv-FACTURLD BY 11W SUILDEX.IN-. THS P.C.O.WiLL CC CON$DERED INVALID IF ALTERED BY ANY MCM4,
Et I)M,wuju EMBEDMENT OF 5/16'.7APCO4 XL ANCkDRS PRO THE GROUT FUEL!CCU CONCRETE BLOCK (e)SITE SvPCWe P.ROJ'CCTS SKkLL BE PREPARED BY A rLMM KZ;IStCrCD ENGINEER OR ARCHITECT 1,041CH WILL,BECOME THE ENGINEER Or
UNIT SHALL BE 2 1/4% f?ECCr,-,D FOR THE PROJCCT AND'^C;W.LL BE RESPONSIBLE FOR IRE PROPER USE OF THE P.E.C.ENGINEER OF RECORD.AVa,-,AS
NO rMOEDMCOr 1WO STUCCO SMALL OF CCW4'0-'RED AS PART C, T�iE REWIRED EUVOMEN7, A DELEGATED E&C.NCER TO THE?E.O.ENGINEER,SHAU.SU6WT-0 THIS TATTER THE STIR:S;Et*1C CAAe.4 roft
S.2)Mit.1MMI[Dr-E DISTANCE(E.D,)OF 6/NOLO YA-;Cu XL AISCHCAS INTO CPOUY FRI-ED CELL CONCRETE T14 p.C,D,SHALL BEAR THE DATE AAD ORJWNAJ SLAL AND SIC%4TURE Or THE PROFESSIONAL ENW.-CER QF
SLOC,�SMALL K 4"%EDGE O*TANCE IS SEYOND ANY FINISH VATERck- a
RECORD THAT PREFACED IT.
D.3)IN CASE THAT PRECAST STOUT,PRECAST^.OnCtrTS OR aPtCK PANELS.VENES OR PAVERS BE F=HA ON
THE SOSITUG WACR rLOOR.ANC40RS SHAD BE I.01*ENQLGH TO REA-111 1"F M1114 STRUCIURI,BEHIND 6,PRODD-T VANUFACTLIRWS LAVEL SHALL BE LOCATED ON A qEAVLY VISIBLE LOCATION AT FROVUZ-7 W ACCO204-r-1%1f4 SECTION 1,710.8,3 OF
SUCH PAN1711 FLM-A W.-MN O OW-ONE LABEL SHALL Or PLACED FOR EVERY O-Et;LIG. LABELING 10 CWPLY WITH SECTION 1710.52 OF THE FLCRIDI VVIDT4 CO)C
'C',TO EIIIStNG WCOD FRAME OWLONO',SPRUCE PINC-FIR-SOUTH(C-0,345),DDUGLAS-FIR-SOV1i4(r-0,46)OR ki -qwL ONLY IBE'U150 To
500ASI-1 PINE#2 W/0-C."IAN. IN YNC StAk Or flOROA FLORICA SU[LDAG CODE(Ven I1i9r.Vel=ity nwrl--Zone}
-5/1611 TAPCCH At AUOI .AS By 1W OVUM.If;'-
* Ncutilus
I)MIuVUjA EMBEDMENT OF TAP.-ON XL ANCHORS,INTO DIE WOOD MWE UNIT $f4ALL BE 2 1/4 PHYSICAL
SAL
THREADED P-NETPA)ICN Rolling Shutter System
V ED
No EuBCOUrtr WtrC FINISH VATENTAI gjALL Br AS FART OF THE EOJR MaEDMI I�LE C 0
C,2)9701UM EVOE DSTANCE{ED)OF TAF-CON AWCH %OI� INTO W"'.1 SfW. B£: 1/4-,EM-r-CSTANCE Is 162S UX 19:41101-'�L 5TAW EXPERT SHUTTER SERVICES INC.
SM-NO ANY-INSH
MATERIAL
ND
C,:!]ITiu CASE TVA!PrECAS7 TTONC.PRECAST CONCRETE OR W-K PF--'Lt!;.VENEER OR PAVIERS BE FOILND ON
HC EXISTING WALL OR f=R.A14CHCA5 SHALL BE LONG ENOUG11 TO REACH THE MAR:STRUIC TURC BIEHIND
SUCH PANELS.
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#2 93 44 #5 06
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3.-eO HF,-.L;NC.KWK 8017 3 ANC40R "I.TWUWAMXID�
TRAPPED ANGLc CG) 46 MULLIONtor 4x8 MULLION W MULLION
f'm I,czanK.t-w*n+uxLor A TIP, FLORIGIA C�ILMNG=E(No,WgN Vtootity u"im.e
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B EXPERT SHUTTER SERVICES INC.
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COMPONENTS "W! "M 11
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1
14 4
14
21 1.
4
2 owl
(D
16
fa t 1 SIDEIEND CAP
2 HOUSING(BACK&TOP).040 THICK
acs 3 HOUSING(FRONT 9 BOTTOM).040 THICK
4 SPRING BRACKET
(D 5 SPRINGASSEMBLY
6 60 MM OCTAGONAL AXLE
7 SIDEE RAIL(MAIN SECTION)
8 SIDE RAIL(COVER SECTION
9 ALUMINUM STARTER SLAT
10 ALUMINUM SLATS 1-10
p 11 ALUMINUM BASE SLAT
12 TUBULAR MOTOR
MOTOR BRACKET
14 SPRING,GEAR&MOTOR BRACKET BOLTS
15 HOUSING(BACK&TOP)FASTENERS
0 16 SIDE RAIL(MAIN SECTION)FASTENERS
ave, 17 HOUSING(FRONT&BOTTOM)FASTENERS
dc", 18 END RETENTION ASSEMBLY
19 OCTAGONAL AXLE FASTENERS
20 SOMM OCTAGONAL DRIVE CROWN
21 CONNECTOR SLEEVE
22 GEAR-PLASTIC OR ZAMAC CASING
sf -Z:;;L 23 UNIVERSAL WITH DRIVE SHAFT
24 60WIA OCTAGONAL IDLER END
25 IDLER BRACKET WITH BEARING
BOX& END CAP ASSEMBLY COMPONEN
FLORIN DU:1.01140 CODE IN-Sib Z—)
ell, •
:40v-".-\CENS nautilus
14�z 0 �p Rolling Shutter S stern
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EXPERT SHUTTER SERVICES INC.
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er"
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—END CAP .-END CAP
I _ND CAP- ft J-14P CAP--
SLATS
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.42 #2
SLATS S_4TS
'sots SLAT!;
14
'SLATS 'SZ,-IS
15
liws -SLATS
ON "SVjs 0/8 0/8 -SLATS 0/8
01/8 0'/8 s 01/8 V18
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-SLATS I&IS
,Typ, Ea. END) El. ,D)
aq ....... 19
1 SLATS
OA
&'DI.,
7 ;'777 STOW SAR S.-Ac.4c,
(SEE S'itn YT, r
& Y/7Y/6 & Y/7
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ME%RrWtZ&01 CWOTp 15 61 20)
V-.,,SW,11"S
---
NIT FIF-VATION BARS ------ --- WT 5rlffl-M"SN`E;It" -1
T-Z! 5-H SHEET5 2 & 3 Mf? COMPONENTS W TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS
WlEz SEE SHEETS- 2 3 FOR COMPONENTS NOWENCU-JURF.
PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT:
• CASE I SH-MENS HE100 ,UJZL OR LESS *)±W, I l'-O'AF`PL'CiiElL'_ 1*0 lkSW.LAIIEA4s 410
SIO7y WS,W/stl;py 04915 rq V;/STOW akq5 Ai vUrDN",W/HIU5,115 Vp
iuri SRA-1 STAT e•/f! 5,AIS AT TOS,FO"GWI:r BY#2,J}. . NEREAM.kl,
THE WAY orml EACT?SLAT f Ci�ALL CON'Sm or pit., rot(S)SLAT$OF THAT SLAi
T.tWietpi qRTA'EDVAr FOR AV�i - �$��XL BE
_NO SLATS O0A?#Wx;M ELLTTY it Sc.S��
PLS -L MZ_
COUITNUM MTIL TOM WJ77ER i(MHT!S COM ED.CUM,7TI.OF-144�S�A. PIV
INSTALLED WOK BOTTOM SW @ VAY wiy arp.swritn's"MXT.
,r)EV7CAl$LA*@IlUhl BE AkWAYS INIZAtLEL,
fa ;5 �;SHWUER IlE.OmT 1ARCER-Ah ll*-O'APPU:ABLE 10USULLATI(r.11.W/c STOW FLORIDA BUR-MIG CODE(N-1 lfxh VM=ity ltirk2...
&IF!,;,NON OR W/O W.LPr45 N1 HEM-�M LAROM INWN 'V-D' c=Ifl T:-TEM
.......... W Noutilus 'A—-
(1)CL-RTNIN STAL-I START Cl jl SLATS AT T-W,fOLL041D W#7,jZ, ALL
EN Rolling Sholiter Sy3tem
IHC vay Dowt Efc.su�-, 1 SIML Cons'ST or-JN�rw(!a��ws Or I-ta SLAT
v DCUMME M ADID-W;SLATS MANWAPO EEV)e 91 $'-At 31011 BE
u,APZR�M, :--fg- ---I Z�7�0 E/o O...
4PT , EXPERT SHUTTER SERVICES
wTc
a.01WED U�iyll,-IC iL-1 M WV-LLM AFTER 00 StA-L NFAILV.ATT:r'CP�Z-L pe . 4 IfN ST, &OWME SIAM INC.
I�LAIS MWT 0-7 il$W TO MMP:C-,r TIC TOTAL SVTIVZ
15-071
(GJ q5TTOU alFS141ST SE,ALW-'n NSTALUM, MIT zlll�.
tyeaxsl,;as
STATE OF
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A-41U.W/ T4v-,G!,'S;XL Ar/ AN
2 1/4 M;, (VIUDUTNT a 74"
7- /4,MnW-3 KWn 2 14 43-.Acfjl
24'.4 Wkti
:jo BUILD-OUT MOUNTING
_:u:,4_n�NG FL00F�JCEJLING i rJ;t4PPED MOUNTING.
SECTIONS Yz iYp'-.....
FLCRIDA aL"LDftJG Mo" (Ncn High Vel-;-,y- ;4a Z.,O)
0 2-S W(co
INSTALLATION DETAILS ON EXISTING POURED * Nautilus
Rotling Shutter System
CONCRETE OR GROUT FILLED CELL CONCRETE IL ECOINC.\I vat
tr.,,.o EXPERT SHUTTER SERVICES INC.
BLOCK '9:, FBUILDINGS s1mr,
SCALE V16' - 1' 11-2167
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TRAPPED MOUNT BUILD—OUT MOUNT SECTION P_�,�PLAN)
SECTIONS 0-0 (PLAN) BUILD—OUT MOUNT wAr apf",
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
@w�
ICH
OA
CHI-, I CA) H
SECTION Q'—O' (PLAN)
ORIENTATION #1
Ve 1"- :1-F �A'
/5-su- CRf S,IoWALL MOUNT END MULLION
S,p
(PIAN) SECTION 0-0 (PLAN)
SEQIION Q_Q SECTION R—R (EM SECTION R'—R' (PLAN)
ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 &LL J2 ORIENTATION #2 rA�l-
WAMOUNT END MULLION ION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION
INSTALLATION DETAILS INTO MULLIONS G,G1.G2
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'2) :1.4-OR
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WS 2 ALE;NA1K_Y 70,ofi A
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SECTION 01-01 (PLAN)
? IS CONNECNON
MIN, i/-' ORIENTATION #2
WALL MOUNT END & INTERIOR MULLION
2.0'p
1,3-_ I
nP!7' T- FLORDA BUIL01N'CME(Ncn High,Vol.';ty Zone}st
M_Mco It
FLUSH MOUNT (WALL) 44167 * Nautilus I
BUILD—Owl MOUNT N0. R*'Anq attr
Shutter Systemp 11LIECO SHUTTER SERVICES INC.
SECTIONS 0'-0' (PLAN) EXPERT S
TC.6 S.0� WK MEET
o'
........ =71 ox,ftol
INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS �W4
Sn** LrT
kx..A.7.
if W
41
f
SLAT PERFORMANCE CHARTS Ia. Ib. lb' & IC: (ONLY VALID FOR 112"SLiP)
FOR A GNSq A.S.D.DESIGN PRESSURE RATING(p,s,I),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wt OR Vi'O
SJORM BARS
CHART Ia CHART Ib CHART Ib' CHART IC
USE UW M VALUE 9ETt4Lr.R POM(ANO NEW K ASA.L040
11SE LE+JGSR7M PAS IM ASO,ISMO WLVE
3/8"0 KVAK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 5/16'o TAPCON XL ANCHOR
POURED CONCRETE a r5UaE9 cOKCRE?E to GPM flLun cm CoNefor cup,
MAX. LOX SLAT SPAN MAX. SLAT SPAN MAX.SLAT SPAN REOUARED MIN.SEPAPAT10N To GLASS
AS-D- 'LYAX' (F7) 'LMAX.'(FT} 'LMAX'(R) MEASURED TO SACK OF SLAT(7n)
DESIGN %AD-OOT
R WML tivFvt9 MALD-Wf wLLL TPAPM (aAtO.Otrt gp7ip,..pOT tYAtt tR+PPED mWm�tt�-}" %no-an W/O STORM BARS CC/STORM BARS
RATING O L*4 73cXNf yQW+�yy) ttOpHf xJ� Wan MOUMt L ttOSAir W/ wow wow MOUNT F 7( AU,A11'x/�fi�y
t «`IE W:O# a Wifs# �1 6 58.L uo:0's 5:S M•T'i+ sa'w'cr a� t�J 4'E.Sry va tads# sQ t+m# 9'.i t.OtG7# ��� ui tcrs• #t`0 2P MVC)20NE tt0 20 W=20tIE
(W) 5a t,JiTS# 57't term# '31 RC7LZ! 1-3 4 i-3 4
30,9 ZO'-0' 75"-4' 2q'-0' 20G" ZO'-Q` 15'-4' 20 0` tESC' 20 q }5'-4" 7E 0' 15 6 1 74 ",/2' �6 T" _
.__ _... .._._AAAA._.___.._.. ___ _._ _ _,. ._ .,__..._.__AAAA - .._.,..__v ._.
..,.954 20.•0' ,_...t5.._3.__._ 20_0T 1E'_0` X20'-o` T q Ig.-F I{S.S_._,. ..20 tr ..15'0_..._ iS'-3' tt 0 t' 14 1/2'
. ,_._..,».._.. _._�.__._,_ .,._._........__ _AAAA.., _.-..._�-«...-.-.->..._.
t 40.0 2C'-D` t@'-2' 19'-7` ..76-E` 20'-p' '<•-5" 1?'-i' :4�"�-7 G' t6`-77' 74'-g" 14'-7C` 7:'-?`
.._._..._..... ...____.__AAAA.._..._._._._ .._4'-,.,_..._ _. ..............._._._�. ........_.,._..._.._.. -74 Y_.-_.. �__......_._?._.._.
45A 20'•.0' 75'-0' • tE'-0�..... 15�-3" 20'-0` 74`-2" 7"
._._.._....._,...�._...____. _____. ___�__...,.. ._ ,....�.w..�,._.. _........
5O0 20`-0" "4'.-IC� lfi'-4" 1. 2` iB T 13 7 74'-1q' 12-1q" tF 2
IV-1, 12 A 11 C` 1' 7J 7/2 6` T"
20..0` •-.74 A __75 �B 7a 4 _ 1T 9 12'-4- IS 77 12.-1. 0 f2'-4" - �.__'' 14'-6'- i 14 ti2 __ T
W-9. 1,7 J" i6 -. 1�-22-AAAA 71 ';.,.. 1--'-2- 11 9' 17'-4' W-0- 7 .I4 1/2 3' � 7"
I7'-0' is 74'-]1' 13 4 ;1'-Q` t0'-iO' 9'-S" k" 14 G` :'
...»__ �._ .............._.,__•___., _�.,.. ... AAAA..
750 15 6 1 72 1C f0 7 3 10 0 71 4 iS 12 q 10 D G tC E tG_ t .3 t 2 7
SOA t 1, 17 0 12*-0* IC'-5 .. 73 7. 5.. t0 c _7 t 7
1-77-_..._7_7!y 73 0 9 3 W-5, S'-J' 11--2-
900 74
...tc 1_ ._11.,2,.. .' _ _._. _x72 & E 0 _ __10_.._.....� t ...._..t!• 4 E tO E 10 E 0 1 iJ1 6 7
T .
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lOSO 12,4, 9-0' 1q"-i' E 5 7;'-S" 8 0 _p 1-.... $_ 0 8 _._.L.' ,0 B 0 'I 4 ..f.. 11 t/2 E 7..
..»,.,._. ._..._,.�..___..._. .._... AAAA
StOA if'-T-.., b,-8• _. 9�-9� 8 E 0 -77 T'-70' 8•-70' Y-77' 9 7`-10' 7 9 7 2 i" tt 1 6" 7'
2
T-0' l` t7 t/2' u 7`
____,_..__ _ g•-t' O,_. ..... B .�,-.._._.._._3. 7.-5' .�_S s _ E 8 77 5 7 5 6 tU' tt• E" 7
125.0 10',.'2' 7'-.g• g_y' t sr 0 Y-2"
V-2, 7'-a' 6 7 I 't C-15, f
734.9 9-70' "-6' 8 `_• _.,_. 3" 3'-'J' 7-G" E. 0 "` , _
_. AAAA ,... _.__ , .._.__. .,. ..._._...,._..._._._. ..-_�.... ..._..,.�.,_ ...._..._..._..,.. _._. .
e-5" 7'-2' B^£• 7-7' S'-b' -._.. -.
735.0 t" IO 1/ 6'
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6 4' .._.- 5 9 .., 7 E F t 0
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74", b` T
759.0 E'-6` ..... 7 8 .__ - __.
755.0 8'-3" - J'-•0" Y-O' 8'-3" - 7-2' - T-7-
10' 6' 7'
� AiOI-TSS
t.MOVE MDICATED MAY.,SLA'+ SPANS MAY BE 'USED AS LONC AS
ANCHOR SPACING 5CIIEDULES ON SHEETS t7 ', 15 INDICATE THA? •attit�tAr)T�f�/ '
AN A?7CHCr2 SPACIIIG IS AVAILABLE FOR 717E CORPESPONDINC SLAT
SPAN AfiD A.S.D, DESIGN PRE5SURE RATING. Ja't,(C„ L j '�r h.ORtak BUILDING CODE(Nor IC5h Va+cc7ty Burrcnre Zo,r)
2.F.EOVIPGS SIDE RAILS FAS-ETiEO 70 XiSltir S-RDCTtIPE IYIT-i Nautilus i ry�{•'!I 1� fR.0
SIB-0 KINK BOLT 3 ANCHOR OR 5116"o TAPCON XL ANCHOR, 114TO /-- ...—� 7 v a l f u
POURED CONCRETE OR GROJ,FLLED CELL CO ^RETE I.Xv. DR - .. f�4 Q�1�7 •' ) l�-�— ROL'ing Shutter System
WITH 1/d Z 1EK W RE IK Al NVLLt3AS C0%N C7t7N. VALID FOR ?.,R" --^" "",yj. L' I*� :I �6. ��IPtC. mt[
t.ALL LJOUN'TEDC 7RAPPFn mOUIVI D,At—l' CLDOUT VOJN`TED. c - n a tESTTG A c~�<c�cn,lc co 7snr EXPERT SHUTTER SERVICES INC.
aA. STA€ Ica a. 7ccru.;r:s c
Z. IAJJ:naU)A Si.A"SPANS FOR tNTERMECfATE LGAU 7/rY BE A •w'� "'`�'�`�+"� :�"• K11T 5T wpE."L M91,
w«oia�t<N- alnna.roar us-cxs ru rn;;Itl.:sn:
DETER INEC BY LINEAR ;WERPGLATiON BIMEEN EaG VALUES. ''0,�.•..�f3 14 �a`aaaa
MAX.ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN PRODUCT MOUNTING TYPE,W/5116"0 TAPCON XL ANCHORS TO
GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE
WALL MOUNT
Dmcx MAX AID. SLAT SPAN RANGE
PRIMIkE
PAM 0'-4*1 >4'-S*i > 5'-6 I >6'-7'1 12'-16*T > 16'-ZO't
rmyoc(p*f)
t Mm.
14 FOR A
7 1/2 7 WX, SW SPA,
---- SLAT GIVEN A.S.D. DESIGN
1/2' 4-
SPAN PRESSURE RATING SHALL
- NEVER EXCEED M. SLAT
............§7 F--:3 SPAN INDICATED ON SLAT
8- 5* 7-- PERFORMANC17 CHART ON
4-
SLAT SPAN DEFINITION SHEET 15.
TRAPPED MOUNT
WX ASA. SLAT SPAN RANGE
Dam
PRCSSURE
RAT= 0'-4,t > 4,-5*t >V-6,t > 6'-7't > 7'-9'I >9*-'2"T > 12'-16*t > 16*-2D'
RAW.E(pt)
L 30.0 6" 6" 6
J ............
4-
----------
4 3 3/4-
BUILD-OUT MOUNT
AS,D—, SLAT SPAN PANGE
DCZN
Ff--IMM V-4*t ;> 4'-S't >67-7,1 >71-9*1 >9'-12't > t2'-16'I > 16•-20't
RAT= IS
RAKE(P.J.) ' I" �-j
It) E? Q (E;
G" 6' 6' 6' 1. S. 1. 1. 6- 6' 6" 5 112 4' 4 1/2'
6" C. 6-- 6 1/2- 5* 4- 4-
6' 1. 6' -6, 6. 6" -G* 1/2. 4 1/2' 3/4
3 3/4*
6 5 ;/V 5 1/2' 5 5 5' _.4.
1/2- 3 3/4-
—6m, I
/2* 0 1/2- 4 2
. - r,
7 E/i JJ'2t
r. 1,; 4- 4- 3 • -7.
EVILDNG CODE( or.Wqh Vr�oc;ty Zo")
Nautilus
Rolling Shutter System
-5�-- 11LIEC0,7\1
EXPERT SHUTTER SERVICES INC.
!C26 5..acllwq Swrl
I-cc-5 ,icfL
1—(M 741-�= 1�W2Y 41.�
Rklo�- au.mac x
-
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SCHEDULE VC:
W FORCES(LbIFT)&Yy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGEF70RR
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS
(USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)
MAMUM SLAT SPAN RANGE
A.S.D.
DESIGN
PRESSURE 0--41 > 4'-5' > 5'-6' > 6'-7' > > 9,-12* > 12'-16* > 15*-20'
RATING
(psf) Vx VY Vx VY Vx vy Vx vy vx vy Vx vy vx vy Vx vy
30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300
............
>31-40 10 80 10 100 386 120 440 140 398 180 823 240 1323 320 1823 400
>41-60 10 120 290 150 794. 180 509" 210 708 270 1266 360 1962 480 2553 582
10 16.0 616 200 767 240 796 280 00 36 1695 480 2422 600 2547 596
6=8
>81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 —
>106-120 313 2110 728 300 881 360 45 420 1587 540 2112 640
-
1>12 140 552 280 9610 350 1003 420 1612 490,, 1869 630 2039 635
>141-160781 320 1186 400—, 1322 480 , 1873 560 1740 640 1—
SLAT
SPAN
St AT SPAN QEFlh!ITIQN
11 SHALL BE THE RESFQlIS0IUTY OF THE tDtrRACTOR OR
PEP1.111T hOl DER TO VERIFY THAT gx�STING STRU-MURE Z
DESIGRZO TO SUVPOKV,91D Vy FORCES IN FOIJUDS PEA
U147 FOOT OF SHUTTER HEIGHT A i BOTH MABS
SEE TAS S-rET FOR Y.&Vy VALUES.
yy
SIDE RAIL.,,, Vx
by 0
FLORIDA SUILDI,%;COX(Non li;qh Tc!oc,ty Ijurrimna Zone)
E se
�,
C-1 I'll" N -N el.
z�19�c � a ul t il u s 1—
Rcliinq Shutter"System ov"vot
p a� \
a E.C.CERM; EXPERT SHUTTER SERVICES INC.
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