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Profess 1 I�I Product Approval
�j USER:GubOc User
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D'jawrtAL•oroaa:�taru>#iodic o ioo@ta•',n Searen>Ali is atfon Lai>Application Detail r
FLFL12246-R3
Application Type
Cade Version 2014
Application Status A
t i
Comments
Archived
3
Product Manufacturer Expert Shutter Services:Inc.
Address/Phone/Email1626 SW Biltmore ST
For,St.Lucie,FL 34984
(772)871-1915 Ext 106
callexpert@aol.com
Authorized Signature Michael Heissenberg t
Callexpert@aol.com €
Technical Representative Michael Heissenberg
Address/Phone/Email 1626 SW Biltmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 166
CallExpert@aol.com
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Bilmore St
Port St Lucie,FL 34984:
(772)871-1915 Ext 106
Cal)Expert@aol.com
Category hinters
Subcategory Roll-up
Compliance Method Evaluation Report from a Florida I tegistere'd Archite(t or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Waiter A.Tilsit Jr.,P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Manag Bment Iostitute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By John Henry Kampmann'Jr. .
Validation Checklist:-Hardco y ReceiYied
Certificate of Independence FL1224G ) E)CPERT SHUT E-
ROLLING SH_1TTCa$ S1 r.•. urw
I
Referenced Standard and Year(of Standard): :Standard Year
:SECTION 1609,1.2 ASTM&1996,E-1886 I 2005
:SECTION 1626 TAS 202 1994
SECTION 1715.5.3 ASTM E7330 5 2002
f
E=quivalence of Product Standards
Certified By Florida Licensed Professional Eng neer orArchitect
{
{
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/08/2015
Date Validated 06/23/2015
Date Pending FBC Approval 06/28/2015
Date Approved 08/18/2015
F ,
Surnmary of Products
F!# Model,Plumber or Flame Description
12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shuttei Systerri
Limits of Use Installation Instructi Dns
Approved for use in HVHZ:NoLi2246'R-31 II EXPE 7'SHU .-EK SERV..ES,
Approved for use outside HVHZ:Yes INC. NAUTIL 1S RQLLU
Impact ResistsFe!Ev.
70 Leif
:Design Pret 16 Verified By:Walter A. lllit PE-44167
'Other:State Mis "D^wind zones 1,2,3 and 4 Created by Iiideperiderit Third.Party:Ye
(basic protection only).Pressure rating: +30,-30 p.s.f.at Evaluation Reports
30'-0"span and+160,-160 p,s.f.at 8'-0"span with-�/2" F-1-12246 M AE EXP ''SIil1"FTER sP '-ES
slip.See sheets 15, 16 and 20 for additional pressures and INL._NAU T i l 4 ROI UG Srtli'T fER S� hi_=,c_3.: D L'i
spans. 'S 071.edf
Created by I ridependei itThird Party:Yes
Sack Nex
:t Contact Us:a 1040=NorNt Monroe Street-Tauahassee FL 32390 Ghon 5 -182
The State of Florida is an A/y EEO employer.Copyright 2007-20Q Scate of Florida.;;Privacy statement!: ccesxibmtvstatemen Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubiid-records recit ast,do not send electronic
mail to this entity.instead,contact the offtce by phone or by traditional mail.if you have any questions,pipase co,itact 850487.1345.-Pi rsdant to Section 455.275
0),Florida Statutes,effective October 1,2012,licensees ikenseh under Chapter 455,F.S.most provide ttie Depal tment with an ema0 adi ress if they have one.The
entails provided may be used for official communication with tfte lKensde.However ema4 addresses ate public rem it.it you do not.wish to supply.a personal address,
please provide the Department with an email address which cad6e mode available to-the public.-ro determine if a are mil ensee under Zhapter 455,F.S.,please
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Prpduct Approval A'�ieeopti:
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FLDRID4,REPORT k 107UA1-0B AS PGG-^
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3 HOUSING(FRONT&BOTTOM).040 THICK
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6 60 MM OCTAGONAL AXLE
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7 SIDE 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
16 SIDE RAIL(MAIN SECTION)FASTENERS
17 HOUSING(FROM&HOT-TOM)FASTENERS
18 END RETENTIONASSEMBLY
19 OCTAGONAL AXLE FASTENERS
20 60MM OCTAGONAL DRIVE CROWN
21 CONNECTOR SLEEVE
22 GEAR-PLASTIC OR ZAMAC CASING
.. ....... 23 UNIVERSAL WITH DRIVE SHAFT
Ice, 24 60M OCTAGONAL IDLER END
25 IDLER BRACKET V\AfH BEARING
BOX_& END CAP ASSEMBLY COMPONENTS
ROW"
—EXPERT SHUTTER SERVICES INC. "1.'._'_
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STATE OF
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EXPERT SHUTT
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INSTALLATION DETAILS ON EXISTING POURED ---
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CONCRETE OR GROUT- FILLED CELL CONCRETE _ = 7, �`�o Ltd C. Y
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TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO_EXISTING_POURED CONCRETE OR GROUT FILLED CELL CONCRETE 6L0 K
TE;P 1:OBT'hiN JOB SITE'S A,5 T)DESIGN y'RGSSURE RA'NNC31P e.T.1 F OR THE OPENING AND DESIREC SLAT PR()CE()Ut3 4)r,IF MULLIONS ARE USED BUT Wit)STORM BARS
SPAN-L-(ft)TO PROTECT IT 1SEF.G@NERAL NOTE*2.SHEET 1).
1. MINIMUM SIPAI@ATfON TO GLASS PQft$LATS IF MULLIONS ARE USED S1YT W/O5T'QRM BARS SHALL
_.... ........... ...»..„...w__... ' : " „. . LSTpL^ENTE£ TOCHARTS {Ss. ib & ii'} TiHU IC ONS}tEST157UtETER}i1NE,BAS 34NAFt2"».. .... ...... _Ot$HFiT..25..)T.$N[L4,85MEFSUvEAkFOMtAfK„_...»___....... __..._—
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1 D GLASS.
REQUIRED A.1Nt SLAT SPAN-I-ft.
7.ENTER SCHZDULES fn THOU 2c ON SFIEGTS YA,25&26 WJ A.S D.DESIGN LOAD;MAXIMUM MULLION
Ttl:FOLJ.OI V)NG INFORMATION IS PROVIDED AT CHARTS I THRU IC 'TO PROCEED WITH SPACING(MAX,12'.VOR 73,AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)IN/AI.10WASLE
PRODUCT INSTALLATION VERIFICATION:
INTERPOLATION IN 13tTVIVEN'SPACtNGS FOR A GIVEN{`(y,G J#&d3).MULLION TYPE&
MULLION ORIENTATION.
+ ENTER.A,S,O DESIGN PRESSURE FIATTNG:SEE STEP(1)ABOVE:
J SEE:SHFET5 10,10A.11,11A,1R,.12A.1:f R 13A FOR REQUIRED MULLION CONNECTION OE::TAll.ti AT
e FOR A SPECIFIC PROLWC:T MOUNTING INSTALLATION INSTALLATION TYPE,INCLUDING ANC:HOR'TYPE,THE 'TOP&BOTTOM FOR FLOOR TO CEILING(RtAPiPF..D),OR WALL MOINTINGS OF MULLIONS INTO
FOLLOWING DEFINITION FOR SLAT SPAN SHALL.SE C()N31OERC0' CONCRETE FOR A GIVEN MULLION IYF'E(G,;C31,b7 3 03)
LmAx:THIS IS THE MAXIMUM ALI,OWASLE '$"LAT SPAN FOR WHICH A GIVEN 212”SLAT SLIP MAY BE PROCED„„IJR f do IF BOTH STORM BARS P MULLIONS ARE USELI
USED.FOR A GIVEN AS U.DESIGN PRESSURP RX04133. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOT”STORM BARS AND MULLIONS ARE USED
+ MINIMUM REQUIRED,SE'PARNTION TO GLASS*PROVIDED ON CItART Im PROVIE)E:S SG:PARATTON fYIALl.BE BASED ON CHART Ip,ON SHEFST15,IT SIaALL BE'MEASURED FROM BACK OF SLATS To
10 GLASS FOR PRODU TS VIA')OR VVI STORM BARS(SEE STT':f>AS, GLASS
STEP I-OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENT ER TABLE TON SHEET 22 Y'6'AS I).DESIGN LOAD AND STORIA BAR SPACING AND DETERMINE:
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEL)ULEs Va,Vh it'&ON SHEETS 10 MA,t(IMUM STORM BAR SPAN(I 1EIGHT)
IHRU 18.ENTf'R:SCtiEO(3LES I'M I'M FINALLY GET'ERMWED ANCHOR TYPE:.SUMRATE,MOUNTING
TYPE,A.S.D.DESIGN PRk-SSURE.RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACIM? 3 ENTER TABLES2.OR 3 ON SHI?E't'23,W17+1 A.S.O.OLISIGN PRESSURE RATING AND STORM BAR
(INCHES ON CENTERS).SEF OENERAL NOT(:T ON SHEET i FOR ANCHOR SPI:,CS. SPACING AND DETERMINE APPLICARLL OPTIONS FORSTORM MR.CONNECTION TO CONCRETE TOP
&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHCRS'TYPE LEGEND FOR VARIOUS ANCHOR
SIE:P AIF PRODUCT INST'ALLXTION INCLUDES STORM BARS.MULLIONS Oft STORM SAWS 3 MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A&O)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS
)'OLE,OV1`ANG ATANDATORY AODIT K)NA1,PROCEDURES ARE APPi ICABL C, K A CHOsGE OF 2 OTi 4 ANCFEORS PEk ONNEOTTiJTN DEPEflO)NG ON l.4AY)ANO STORM t){yR
SPACING,
pR()f LC)LLRE Aa.IF ,IORM T3ARS ARE USED 4.ENS"F.R.SCHEDLIL,ES is THRU 2c ON SHEETS 24, .5&20 Wt A.S O DESIGN PRESSURE RATINv
I MINIMUM SEPARATION TO GLASS FOR SLAT'S TF STORM BAR;':ARE:USED SHALL BC BASED ON MAXIMUM MULLION SPACING(PVv''(.12',0'OR"I.AND DETERMINE l>SAXIMUM MULLION,;PIIN
CHART Ec.l}N SHEEE I t;i.IT SHAT.(.BF MEASURED FROTH BACK CF S1ATS TO GLASS C,EIGHT)VVlAt.LOWABLF 114TERPOLAT)ON IN BETWEEN SPACING FOR A GIVEN(C.iNj.;Gg !L 1,1).
M(R.S.IONIYP+E&MULLION ORIENTATION. '
2_ENTER TABI.F:.i;)N SfiEiE T 22 WJ F:.517 L)ESIGN LOAL7;at'Oi1tA BAT:`5PAC)Nf ANO I7ETE 2MiW
MAXIMUM S S6L•SPiEETS 10.1oA,11,7 IA,12,12A.13&13A FOR)AUL.LION CONNECS ION DETA3I.S AE'ECP& r.
ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING("RAPPED)OR 141ALL MOUNTINGS OF MULLIONS INTO CONCF?L'r E
FOR A01'JE:NMULLION TYPE-((Gs,G1,Ju.2
3.ENTER TABLES 2 OR 3 ON SIICGT 23,4$TH A S.D.DCS>GN PRESSURE RATING AND STORM BAR
SPACING AND DETERMINE APPLICABLE:OPTIONS FOR STORM BAR CONNECTION TO CONCRETE __...»_..._..___
TOP 8i BOTTOM,OPTrt:)uj,pRO'Iyl'k:ANCHOR SPECS AT ANCtaORS TYPE LrAGEND t--OR VARIOUS PFxQGEDURt PER STEPS T THRU 3 IS SIMIIAR FOR INSTALLATIONS INTO WOOD FRAME.
ANCTIOR TYPES COVE:RING PERMANENT(ANC I'IRS AS M OR P.EMOVABLE(At 1CHORS B&C) STRUCTURES.SEES'SHEETS 20 k 21 FOR LIMITATIONS APPLICABLE:TO INSTALLATIONS INTO
INSTALLATIONS&A CHOWS'OF'2 OR A ANC#tORS Pr.,R CONNECTION i)k PEFNOING ON L CIAO AND VVOOD FRAME STRUCTURES.
STORM BAR SPACING. _
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