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P uct Ara oval-Mۥru>Prodsct or Appll at,n Soarer>Ap is t n 1. >Application Detail
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Fps FL FL12246-R3
Application Type i
Code Version 2014
Application Status A
t
i
Comments
Archived
6
Product Manufacturer Expert Shutter Services;Inc.
Address/Phone/Email 1626 SW Biltmore ST
Port St.Lucie,FL 34984
j (772)871-1915 Ext 106
callexpert@aol.com
Authorized Signature Michael Helssenberg
Callexpert@aol.com
i
Technical Representative Michael Heissenberg
Address/Phone/Email 1626 SW Biltmore St
Port St Lucie,FL 34984;
(772)871-1915 Ext 106
CallExpert@aol.com
i
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Gilmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CallExpert@aol.com
Category hutters
Subcategory Roti-up
Compliance Method Evaluation Report from a Florida I tegistered Architedt or a Licensed
Florida Professional Engineer
Evaluation Report-;Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. :
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity
National Accreditation and Maria ment I0stitute
Quality Assurance Contract Expiration Date i p2/31/2016
Validated By John,Henry KampmannJr.
Validation Checklist:-Hardco y Receited
Certificate of Independence hL12246 R�,�L EXPERT SH T iN N'49111-1115
R OLLING f�
c}{' SYS EM (.:, R&VjQ
Referenced Standard and Year(of Standard);: Standard Year
SEGTTON.1609.1.2 ASTM Er 199 E-1884 2005
'SECTION 1626 TAS 202 1994
'SECTION 1715.5.3 ASTM&330 ) 2002
i
Equivalence of Product Standards 3
Certified By Florida Licensed Professional Eng neer or Arcnitect
3
i
Sections from the Code
E
Product Approval Method Method 1 Option D
Date Submitted 06/08/2015
Date Validated 06/23/2015
Pate Pending FBC Approval 06/28/2015
Date Approved 08/18/2015
#> i
Summary of Products
FL# Model,Number or Name Description
12246.1 Nautilus Rolling Si tette'System Nautilus Roiling Shuttei Systertt
Limits of Use Installation Instr ns
u
Approved for use in HYHZ:No €12246:R3 II b(PEF T SHUTTER SERV u5
Approved for use outside HVHZ:YesINC. NAfITILIlS 12G�lL °G
Impact Restate es fi7. i..c if
Design Pressor +160/-16 Verified By:tA�alker A. illit PE-44167
Mee:State Missile Leve "D"wind zones 1,2,3 anis 4 Created by Independe t Third Party:Yes
(basic protection only).Pressure rating: +30,-306pes.i.at Evaluation kepdrts
30'-0"span and+160,-160 p,s.f.at 8'-0"span with.1/2" =Li 246 Rai AE:EXP T SHUTTER EICES,
Slip.See sheets 15,16 and 20 for additional pressures and INC: NAUTTtA4 R L Fit fiER 'S M P,E,j?.
spans. 15 071_if
Created by lhdebendei it Third Party:Yes
• tiadc Nex •
Contact Us;;194044orth Monro Street Tallahassee Fl.32394 e:B -487-1$24:
The State of Florida is an AA/EEO employer.Gown}ght 2007.201,3 State of Florida.;;Privacy 5tatenient:; ccessibi 'Statement::RefundStatement
Under Honda law,email addresses are public records.if you do;.ribt want your e-mail address releeseb in respon to a publi&records req. _ ,d`o+not send electronic
fniiil to this entity.Instead,contact the otfice by phone or by tradidopal mail.If you have any 7gestidits,please ca itact 850:487.1345..•P nt'to Section 455.275
(i),Florida Statutes,effective October 1,2012,Licensees kenseb>'under chapter 435,F.s.must ptoVlde-tf a cepa tmeot with an email a6 ress if they have one.The
emails provided may be used for official communication wn the'tigenne'e.Howeveremai;addresses aie,outiiic ,If y6d:0o not.wnsh to uppty;a personal address,
Please provide the Department with an email address which cadbe made available to'the,pubiic.To getermine if i ou are aWeensee under hapter 455.F.S.,please
dick here.
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'K ORDER TO VET2C•Y'THE ABM CONDITION. VLTIMITE DESIGN WIND!AADS VIIERMINF'O PM ASCE 7-iO CRUJT FILLED OR
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A '3A INCRE'>iS11 IN AUOWAALE TRBSS FOR VAND IDADS WA5 N4'L 1A",EI3 IN 1-im AtALYcl> FASTENERS 3/8*t KVAK BOLT U 4' 4' 2 1/2'(1000 Na:) NJT ALLOWED
SPACJNG5 TO WOOD WAVE BEEN DETERMiNFO W ACCOROMC.E W 11.0.3.201J. 5/16'0 W CON YL, 3 3/4" 3 1/8" 2 1/4"(2839 pat) N01 ALLOWED
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3/4"0 XWM E:Ot:r'T7 27' 9' 4 3/4'(.3000 We NOT f1WWED
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8.NAVITLUS ROI.EXY'SHUTTER SYST[1M'REMS U.S.PATENTS#8,02;;,225 AND¢7.09,000. 3/8"0 wCOCE'-BOLT 4 1/2' 4 11.2` 3 1/7'(3t1C{t PS+) r107 ALI.trA't:ti
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TO E!STINO P(A)RED CONCRETE: WN 3(7,0 P•A- C MRCS VF •f?ENCTH.
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20 60mm ocrAGONAL DRIVE cRovvN
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SECTIONS Y;�r�1f11ftfe +„
;kJ!Q/> :i.G`fiGf•3V'£Q{NG Ct?!fc" i::cn IfSh vc ocily Nvro,:ar;e
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INLKALLATI4NO
N DETAILS ON _EXISTING POURED Utl]LA
. � ,FILLEDGEL CONCRETE * *CgNCRETE JR GROUTdZAlLRaing 8n)ter Sy ,terr, tl:
~ESHYICE$ INC.
EXPERT UTTER SER
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/a,�I•P SECTION VZ STORM BARS
]MAPPED MOUN SECTION P-LJEL&D
BU LD—OUT MOUNT
SEQTJQN� O-O_CELAN)
INSTALLATION DETAIL$INTO EXISTING POURED CONCRETE OR GROUT FILLED CONC9FTE BLOCK qUI[.DjNGq
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Mv WALL MOUNT END MULLION
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ORIENTATION
WALL MOUNT END 04 WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION
--
INSTALLATION DETAILS INTO MULLIONS G. G1.G2
11)9,
v-q 1/2- S,,S. V.S.
Ou
at .i} 1)01) 0'-0* (PLAN)
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INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS °P-^l -'I'
ass T,
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TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE,BL--.. K8-TR--UMREa-(-)-,
:.l�.P I OBTAIN JOB q I E:S A.$D. OR THE OPENING AND OCSIRED SLAT IF MULUONS ARE USED LAITINJO SlOWBARS
SPAN (h)TO PROTECT IT(SEE GENERAL NOTE#2.SHIF-f T I).
i.
MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL
lc;z OmAtl[Egy la-ty.SHALLISD,MEASURRIFROMMACK-- .......
-.$1 tAt S UP(tn)'.!ANCHOR,TYPe:A T 81 DE'RAW S,"A;SAXEISS]rN T'RESWR rWATJ 961(6�,,Wlj:V49' 01,
la_tlif--PN'TERTO CHARTS (19� lb & Ib') THRU It ONSHEETt5TOPCTER41INF,.BASgOi)NANII?............... ....................
............. .......... P61p.Is I T71 TO GO ASS,
REQUIRED MAX SLAT SPAN"L*ft, 2.ENTER SCHEDULES la THRU 2a ON SHECTS 2A,25&26 W1 A.S.D.DESIGN LOAD;MAXIMUM MULLION
THE FOLIOMNG INFORMATION IS PROVIDED AT CHARTS I THRU IC IOFROCEEOWITH SPACING(MhX,,12',8'OR73,AND piFTE MAXjMUMlMVI,jjONSP_AN(HE-,IG14f)WlAIA0WA8LF--
'
PRODUCT INSTALLATION WRIFICATIOM INTS RPOIA TI 0 N 114 OFTW(FE,N SPACINGS FOR A GIVEN &,,t j),MULLION TYPE&
MULLION ORIENTATION.
ELATE R.A.S.0 OC-SICNPRF'S$i)tkrRATING:SEE STOP(I)ABG\fri. 3. SEE:SHEETS lq,IDA;11.IIA,12.12A,13&13A FOR RCOUIRED MULLION CONNECTION OIJAIL.S AT
• FOR A SPECIFIC P);tOf.)UCTMOVNTlNG,INSTALLATION TYPE,INCLVOINGANCHORTYPE.THE TOP;SWTTOMMRFLOOR TOCEILIN(i(YW.PEO)ORWALt,MOUNTINGS OFMULl.tOi4Slt4TO
FOLLOWING DEFINITION FOR SLAT SPAN sHaLor cumsimoru- CONCRETE FOR A GIVEN MULLION TYPE(,4W�-,'l-10 a 04)
LmAx:THIS IS THE NW IMUM AIA OWASLE SLAT SPAN FORAN10GH AiDIVEN 112"SLAT SLIP MAY PE PROCI:OUREA5 IF BOTH,STORM BARS 8 MULLIONS ARE USED
USFJ),FOR A GIVEN A.S.U.UESIGN PALSSURVRATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS It BOTH STORM BARS AND MULLIONS ARE USED
o MINIMUM REOUIRCI)SPIDARArION 10GLASS ISPROVIDED ONCHART lc:PROVIOE$SEPARATION SlIALLOCILASEDON01ART IC,ON SHEET I!%IT SHALL FIE.MEASURED FROM BACK OF SLAT'S TO
TO GLASS FOR PRODUCTS W10 ORWf STORM BARS(SEE STF-P 4), GLASS
�?IT4-'OSTAIN INFORMATION ON PRODUCT'S SIDE PAIL ANCHOR SPACING REQUIREMENTS FOR 2,ENTERIAOLE'l ON SHEET 221,41t A.S.D.Oel,*N LOAD ANDS'IORf4 BAR SPACING AND DE TERWNS
CONNECTION 70 EXISTING STRUCTURE FROM ANCHOR SCHFDUI.E.'b"Va.VG A WON SHEETS 16 MAXIMUM STORM BAR SPAN OfCIWT).
THRU.16-ENTER SCHFDVLp WTH FINALLY DETERMINEDANCHORTYPE.SUBSTRATE,MOUNTING
I YPS,A.S,D.DESIGN PRVS!URf RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3 CNTERTABLES2 OR 3 ON SHCE'i 23,NIH&S.D.DESIGN PRESSURERATING AND STORM OAR
(INCHES ON Cr SPACING AND DETERMINE APPOCAal,11 OPTIONS FOR SIQ10.1 BAR CONNECTION TO CONCROT Ip
GVNE-'RAL NOTE 7 ON SHEET i FOR ANCHOR SPECS. 80`110M.OPTIONS PROVIDE ANICHOR SPECS Al ANCI IS TYPE LEGEND FOR VARIOUS ANCLT014,
STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS.MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&P)OR REMOVASLF(ANCHORS B&C)INSTALLATIONS
roLLQV4jNG MANDATORY ADDITIONAL-PROCEDURES ARF.'APP(WARLE &A CHOWIE OF 2 OR A ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORMDAR
SPACING.
ERO IF S-I ORM BARS ARC,USED
A.FUYER.SCHEDULES Ja THRU 2o ON SHEE'T'S 24,25 6 20 Wl AS D.DESIGN PRESSURE RATING
I MAFXI111,1I4 MULLIONSUPACIIA OR-7s,AMG DETERMINE mKimum MULLIONSPAN
IN BE VWEEN SWINGS FOR
-1 15.fTSHAI L BE MEASURED FROM BACK OF SLATS TO GLASS: ALI OW f 14TE FOO
M()CI.ION TYPE a Mj�
CHART lu.014 SHFE I I OM ORe..A�ITK",ll
2.C147ER TABLE 1 ON SHECT 22 WkS 0 DESIGN LOAD;STORM BAR SPACING AND DETERMINE
5,
MAXIMUM SEE SHESTS 10,IDA,11,1,IA,tZ,t2A,I 13&fOR MULLION CONnFCIIONDCTAILS AT TOP a
ALLOWABLE STORM,BAR SPAN(HOWIT), SOTTOM FOR FI,O`OR TO CEFILING(WPPED�OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE
FORA Ct tENMULLION TYPE(-'4VO ,O3�
3.ENTER TABLES 2 OR ON SHEET 23.WITH A S.O.DE$'GN PRESSURE RATING AND ST ORM BAR
SPACING AND Dl TERMWE APPLICABLE OPTIONS FOR STORM DAR CONNECTION TO CONCRETE
TOP*y 00110M,OPTIONS PROVIOE,ANCHOR SPECS A r ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER SIEPS i THRU 3 Is"..'IMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENI(ANri,jORS A:&D)OR REMOVABLE(ANCHORS 8&C) STRUCTURES.SEE SHFEtS,10 21 FbR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
INSTALLATIONS&A CHOICEOF2 00 4 ANCHORS PER CONNECTION DEPENDING ONA.OAO AND WOOD FRAME STRUCTURES.
STORM OAR SPACING.
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FOR A GIVEN A.S,D,DESIGN PRESSURE RATING jp.s.T,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATION$W/OR WO
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CHART la 4 M CHART CHART 1b' CHART IC
vsr WmM VAUPE MT*M POSTIM*0 IUATK A.S.D. W .............
............ .................... ... .......... .................
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316'0 KWIK BOLT 3 ANCHORre T�Blv LL -NOR
POURLD QONCRETE to potmED m4mllr T4 r~FiLLM GF.lk i
KAX. 14M.SLAT SPAN MAX. SLIT SPAN MAX. SLAT SPAN RmLqRED miK. SEPARAWN TO GLASS
.f Lua: (pil *Lvm.,(m)
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5 Alkw IRWKD uvw-ow K^D-Ovt VAPK0 -5 -Mn KAU mvm MAD-" mo-ow W/o STORM ws SF
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SPAN A140 A.S.1) OFS',�fl 4
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MAX,.ANCHOWS ,SPACING SCNEULILE Vb
FOR A GIVEN SHUTTER MOUNTING TYPE W/6/16"0 TAPCON XL ANCIJORS TO POURED CONCRETE WALL
A,S.D.DESIGN L(TACI&SLAT'PRN RACTiCiE
LL MO Fi7
SLAT SPAN RANGE
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1141-AW 11'^ ON SHEET t9.
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acxatzCt �� ES4
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUIMINGS
(USF MAXIMUM VALUE BETWEEN POSITIVE AND NEGOVE A.S.D, LOAD)MAMMr
A%M SLAT SPAN RANGE
DENICN
PRESSURE 0"-4' > 4'-5' > 5'.-6' > 6>...7, > 7'_9' 9' -i2 > 12'-76' >
RAZING
�,> r) v VY Vx vy vx vy Vx vy vy, vy V. Vy vx vy vx vy
<; 50,0 1.0 60 10 Y;j 165 9110 238 10115 421 135 :94 180 }�}1) 240 1390 30()
.......... .
> t1 40 10 80 '(; 100 386 127 44^ 140 80 823 24Oj 13� 8 X20 8"+ i ACG
t. 80 t5o,9 "0 708 2.70 26,6 3«., t62., ..480 2.553 532
4 60 'o 1 �0 .. I , 7�4 1 I r 1P c ,a.
G1 wRC1 t r{} 61'i 2C7( raj 24K) 796 280 1001 360 t695 480 242":. ±.t)C) 253; �.a9fi
I _.
:ii58 ... 137 1X33.... 20(9 ..,;. i.'�GJZ
tla. '7tiJ ' <C1i �fl xi� >4,r '} C' r., 1
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>11 10 `52 280 I60 ; . 1rt."�. T>G G 7r� u � z _.. ..
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41—16, 1186 3120 1 ti3h SCJ#. '?l 480 rs?.i 560 1-140 C.40
4
1
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1A.81GNED I O SWVOIRy VA ANO Vj RIRCE!-Z M P'WNV.,,PER ;
UNIT rpC1T Lf u+?U"'fER}ii:1 NT AT"PlWj*AWjt;
S t:IHE5 SHR:? FOR lix&V MILK..S
SJDE RAIL
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