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Regulation
Imaghrt Auprtryai i len.,>Pm4 h t or Aonlicainy,';—Al>AWMCation t ict>Applientlon Detall
FL d F132246•R3
Lk ' - •'m-= Application Type Revision
Code Version 201
Application Status Approved
Comments
Archived
Product Manufacturer Expert Shutter Services,Inc.
Address/Phone/Email 1626 SW Biltmore ST
Port St.Lucie,FL 34984
(772)871-1915 Ext 106
cailexpert@aol.com
Authorized Signature Michael Helssenberg
callexpert@aol.com
Technical Representative Michael Helssenherg
Address/Phone/Email 1626 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 34964
(772)671-1915 Ext 106
CaIlExpert0aol.com
Category Shutters
Subcategory Roll-up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J� 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.
J; Validation Checklist-Hardcopy Received
Certificate of Independence LJ1' 46 R3 COI EX-ERI``HUTTFR SERVI('(5 INC NAW I tTS gQl,LINC,>HUTTFR
5y,TFfi; C I D"_V6-15.07t.onr
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:/hvww.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq vzRNLe5g4OV... 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 FDC Approval 06/28/2015
Date Approved 08/18/2015
Summary of products
FL# IMadel,Number or Name Description 1
12246.1 Nautilus Rollin Shutter 5 Stem Nautilus Rolling Shutter System
'Limits of Use Installation Instructions
Approved for use In HVHZ:No FLI1 24.6 R3 1) EXFFRT SHUTTER',FRV) FS IIVC 35ijIYLUS R0'_!IN"
I Approved for use outside HYHZi Yes jNIiTTER t:YSTt[hi DRWG.LS-(t7 t ._n:Jt i
i Impact Resistant Yes Verified By:Waiter A.Tlllit PE-44167
' Design Pressure:+160/-160 Created by Independent Third Party:Yes f
Other:State Missile Level'D'wind zones 1,2,3 and 4(basic protection Evaluation Reports
only).Pressure rating:+30,-30 p.s.L at 20'-0'span and+160,-160 rL122.4( 3 AE EXFEitT SHLXTTE'61 SFR,S(J„E5,INC. NAIITtt U>
P.S.f.at 8'-0'span With 1/2'Slip.See sheets 15,16 and 20 for additional rift.ttNQ RHO rTFR SYSTFM P .(. DR G.15-071. (
pressures ands ans. Created by independent Third Part :Yes
COMIC(tl ::1940 North Moffle Street.Tallahassee FL 32399 Phone:050-407.1824
The State of Florida 12 an AA/EEO employer.Copyright 2007-.I(Q,y) tats of Fbrida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact050.487.1395.'Pursuant to Section 455.275
(1),.Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.5.must provide the Department with an email address it they have one.The
emalis 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 which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please
click fi=.
Product Approval Accepts:
® �
acctirit s-m rrRacs
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015
ENERdC NOTES' 8,ANCHORS SNAIL BE IiSTA(LED tuLNwG ALL OF TAE RECOMMENDATIONS AND S-MiFiCATID45 OF THF.'ANCHOR';MATIUTACTURER,
?,tNAUTTLs RCLUNG SHUTTER SIST•-M SHOWN ON THIS P:ROOUCT EVALUATION ODCUMENT(P.E.D)HAS SEEN
ANCHORS RECIRRED POR STORM BAPS CONNECDONS SHALL DE AS S?ECIF€EO ON MFUG1:LE SECTIONS S40WTt ON SHEET g.
VE "mu FOR COW*LIANCE 4N ACCORDANCE WITH THE 2014(5th ED€"ICN)OF THE FLOR€DA 6U)LDNNG CODE. -3/B'rAl 1/4'CAI K-INS NrANUFACTURED BY POWER FASTENERS,INC.
NAUTILUS ROLURC SHUTTER SYSTEM SHALL NOT BE WSTAa LEI)Al HiG4 YFLOOTY HURRICANE ZONES(UAW-DADE -1f4"r:3/4'SDi4-r-SET LLINJFKTURED BY Ai.L Pa4N%INC.
/ORS}WARD COUtiDES).
-1/B t 3/4-SOLI Z UA UFA:nO JR 8Y HST)..tiC.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECOON 1GOD Cr ME ABOVE MENTEONED CODC, -5/16-9 TAPCCN WNuFACTURED BY RW BUX.DEX,INC
FOR A BASIC WIND SPEED AS REOUTPED BY THE JURISDICTION WHERE THESE SHUTTERS ME,BE INSTALLED
FOR A IDP.ECTION LIY FACTOR he-OX5.USING ASCO 7-10 FOR INSTALLATIONS UNDER ZITO FVC EDGE DI EDGE CASTANCE AND SPACING FOR ND AN MENTIONED M ANCHORS SHALL BE AS U.DMATEO BE)Aw OR a1,ABOVE ML'NIIDENEp SHEET.
AND SHALL NOT EXCEED THE MAX AJM (ASA")DES=GN PFIESSURE RAIMS eA�TED ON SHEETS 15 TriRU 18&7D THTC)26 EDGE DISTANCE AN7 ENBEDUCh'IS ARE BEYOND ANY fitilSN WATiR€N,. EMBEDMENT
LII ORDER TO VEW�Y ME ABOVE COND,11014. ULTIMATE DEVON WIND LOADS DETERMINED PER At;CE 7-10 GROUT FILLED OR
SHALL BE FIRST REDUCED TO A.S.D.DEUTON WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACLNG 0 t0OX EDGE DISTANCE 0 IOOX CONCRETE CONC'RE'TE BLOCK
TO-COMPARE THESE W'/MAX,MS.07 DESIGN PRESSURE RATINGS 1-4.;CATEB ON SHEETS 1s THRt;1,8&20 1HRU 26. 3/8`O.l 1/4'CALK-01 3 3/4• 4 1/2 1 1.14'(30DO P%) NOT ALLOWED
2. IN ORDER TO t'ER)FY THAT COMPONEABS AND ANCHORS ON TMS PE-O,AS TESTED WERE NOT OVER S, SSE 4/8'0 K4`S4LN-SET a' 3" 7/6'(SCM R") NOT ALLWED,
A 33X.iNCREASE%ALLOWABLE STRESS FOR TYINO LOADS WAS 2CTT USED IN THEIR ANA4.Y-.S,FASTENERS .,/0"0 KYAK BGLT TZ ?' <' c.tJ2 (3DC0 Pa.) NOT ALLOWED
SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE W N.D.S.2012, 5/56"0 TAPCCN XL 3 3/4- 3 1/8' 2 1/4-(2899 ce4) NOT ALLOWEO
NAUTILUS RCWNG SHUTTER SYST£N"S ADEOUABOVE MENTIONED CODE ACY FOR MEPACT AND CTF0.
AS AMERICAN TEST TAD OF SOUTH COC RESISTANCE HAS BEET,"VMF;ED IN
ACC.—MAHCE MIN SECTION 16DS.1.2 OF THE ANCHORS REGUDRED FOR MULUO'E CONNCCTiCiNS SHALL BE AS SPEGFFED ON APPttCABiC SECTIONS SNDi.tN ON Si4EETs 5G.
FLORIDA.REPORT¢ 1030.01-08 AS PER ASM If 1996-05,E 1886-o5 AND E 330 STANDARDS,GUAUFYING 10:, 11, lip.EEO 12. IFA, i3& t3:.
IhST,I.LAT€ONS FOR ATNO ZONES 1.2,3&4,MISSILE TYPE D AND ONLY APPLICABLE TO DASIC PROTECTION _)Lyq;K BOLT TZ EXPANSION AEi'J40R MA3I,YACTUR£0 BY HILit,TACT
INSTALLATIONS.AS rrnNED BY SECTIONS 62.1.1,6.2,1.2 AND 6.3 OF ASTM E 1996 SEE SHEETS 19 L 2C -HUS-11 SCREW XPAN I MANCHORt1MAN BY H'LTI,€RG.
LAIR ADGNX7KAL LIMITATIONS. -WECGrBOLT ANCHIa."'S UARUFACTORED BY POWER FASTET{ERS.LW..
3,ALL ALUMINUM EXTRUSIONS SHALL BE.6063-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2, MINIMLjM[OC D€STANCE AND SPAG+.NC FOR A84YE MENTI NED,ANCHORS SRALL BE AS INDICATED BELOW OR N ABOVE MENTIONED SHEET,
4.ALL SCREW'S(EXCEPT DNo REID41415N SCREWQ,}TO BE ST7JNLESS STEL 304 CR 318 SERIES WITH SC s.; EJ)CE DIST:NCE A)+D EM"aEDMEN s ARE BEYOND ANY FiNTS 4 MATERIAL. EMEEDMEM 0 100X
VELD STRENGTH 940 90$j 7CN"SILE STREtNG OR CORROSION Rc"SSTANT COATED CARBON STEEL AS PER Vu GROUT FILLED OR
50018.ALL S.D.S.ARE TEK 5CRA"14S MANUFACTURED BY iTW DIVLOEX& SHALL COMPLY W1 FLORDA BULDNG ANCHOR SPACrnv 0 100% EDGE DSTANCE 0 100: CONCRETE CE:NCREIE BLOCK
CODE SECTION 2411.3.3.4,
3f4-0 NWTK BOLT? S7` 9" 4 3/4'(3006 Fw) NOT Ayl,(TAED
5.BOLTS TO BE ASTM A-302,(ALL'WIZEO OR NSI 304 OR 315 SERIES STAR.'LESS STEEL WTN 35 Lal MINiMUV t/2'0 IOMK BOLT R 22 1/Y 7 1/2' 3 114'(3GOO?S) NOT ALLOWED
YIELD STRENGTH. 3/8`e KWIK BO=T TZ 6' 4 3/8' "2"(3000 PSI} DOT ALLOWED
3/0'0 HUs-H SCREW 4' S' 2"(300,PSI) not 4-1 OWED
6,tLAVTILUS ROLUI40 SHUTIT4 SYSTEM SEARS U.S.. PATIENTS#6.095.225 AND 17,409"960" 3/8'0 WEDCE-BOLT 4 1/2" 4 1/2" 2 1/2•(3000 PSI) NOT ALLCAED
7. A CHCRS TO WALL FOR()SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 NUS-H 0m 0'+14=Ella 6' 6' 3'(3000 PSI) NOT ALLOWED
5/8-r IRO-R SLO iA iluix BIT 7 1/2- 7 1/2' 2 1/2"(3000 PM_j, NO"ALLOWED
;,)TO FxtSTNNG POURED CONCRETE:M..N,3000 F-L MUPRESS.E STAAENOTH. 11.THE tt,$TALLAT.ON COWRACTOQ IS TO SEA,/CAULK;4L PRCD'JCT COM= NENT EOCM WHICH RIMAIN IN CONTINkIC115 CONTACT, WITH TH£awLD:NC
-Sft6•F TAPCON XL AN-..ORS AS N.;NJ:FACTUBED W 11'14 OLnLDEX. INC" TO PREVENT WTD/R;JN INTRUSION.CAULK AND$-A PNCGMT TRACKS ALL AROUNQ FULL.LE/:GTi,
-3/8"0 XV6TK FOL'• 3 ANCHORS AS MANJFACTU'RED BY H:LI.INC, 12, 11 SHWLL BE THE RESPONSIBILITY OF THE CONTRACTOR'TO VOTIFY THE SOLIUNRESS OF THE STRUCTURE wt ERE PRODUCT IS TO BE ATTACHED'0
A.1) W114MUM EM611MEN1 INTO FCURM CONCRETE SHALL BE: INSURE PROPER ANCHCI4AGE,MLS FNROCUCT SHiALL.ONLY ire ATTACN_O T4 CONCRETE,CO:ICRCTE BLOCK OR"100 FRAME
2 1/4'FOR 5/1,6'0 TWCCN XL ANCHORS&2 �2.FCR 3{8'0 esac 6bT 3 ANCHORS.
NO EMBEDMENT RiTO STUCCO SHOATS DE CGNSTDC"IaCD AS PJ.H7 GF TINE P"ECUIRED EMBEDNDN, 3.THIS PRODUCT'S NESTAUAMN S-KU. COMPLY v,1TH A'.L SPECS INDICATED IN THIS DRAWING PWS ANY DIuUiNG AND ZCH�Hr REGULAVCHS PROvxED
By TME JU.RTSO'CIT)N WHER. PERMIT IS APPLIED 1,0.
A2)VvvvUu EDGE DISTA CE(E0.)t'`0 POURED CONCRETE SHALL BE:
4"FOR 5A1610 TAPCON XL ANCHORS a 5 FOR 3/8'0 KYIIK BOLT 3 ANCHORS.EDGE CI'51A.LE IS BEYOND 14.U.=T1NG MECHANISM CI PART OF THIS APPROVAL.
ANY FINISH LRTERIAL.
5 (c)THIS?,EQ•PnPJJRED BY THIS EtNO="AEER tS GENERIC AND GOES NOT PPOVaCE 1NFORM47iCIt 1,"O?A SBE SPECIFIC PROJECT:F,c.,WTIERE THE SCE
A3}IN CASE THAT PRECAS'"LONE,PRECAST CONCRETE.OR BRI"K PANELS,VENEER OR PAPERS El FOUND ON CONDITIONS DEVIA'E FROM THE P"F.O,
1114E EXISTING WALL OR rLoCR,ANCHORS SHALL BE LONG ENCUO4 TO 9TACH T4E VQN SIRLCTURE N'EHM)
SUCH PAt;EIS (5)CDNTRA&TQR TD 3E RLSP,.rrmE FOR THE SEL£CT:ON.PURCHASE ANI TI:STALLAT,0N IsCLIJDNO UFE WET,OF TATs PRODUCT,a,,sEo ON T,M:S
P.E.C.PRO.10M HE/SHE Goy NOT Dc MFC FROM THE COHCT,"IONS CETA1EC ON THIS DJ.C"UMENT,CONSTRIJCTiON SAFETY AT SITE IS THE
(a)TO EX.STING GRCUF AHED CELL CONCRETE BLOCK WALL:ASTM C-90 CON`tPACTORS RES?ONS'BILITY.
-5/16`0 TAPCGN XL ANCHORS,AS MANUPACTURED BY?IW SUILDEX,INC. THIS P.E.D,VrU Of CONS'OERED INVALID IF ALTERED TTI'ANY MEANS.
(P)
0.1)M:NEtUM EMBEDMENT OF 5/16`0 TAPCON XL ANCHORS VITO THE GROUT FILLED CELL CoUrRmt BLOCK (c)SITE SPECTF,C PROJECTS SHALL BE PREPAREO BY A TLOR04 REMSTERED D41110EF OR ARCHITECT NHICH ML BECOME TFiF ENGINEER OF
UNIT SHALL.Sr 2 1/4'. CA.R. ME PRO.ECT A'ND WHO W:LL BE RESPONSIBLE FOR INC PROPER USE OF THE F.E.D.ENGINEER OF 8ECOM.AXIN;AS
NO CMBEGM[NT tN: STUCCO SHAH..BE CC:raSsOEREo AS PFM Ci THE NEQUIRED fM6EDMEtr<. RECORD FOR T
A DELEGATED ENG"NEER.TO ME%t.£,O.ENGNELI SHA'a.SUBMIT TO THIS TATTER M£SFTE SPECIFIC GRAWIgss FOR REM N.
9.2)MINIMUM EDGE CIVIANCE(E,D,)OF 5116"t IA-XN XL ANCHOP.S INTO'GROUT FILLED CELL CONCRETE
BLACK SHALL BE 4'.EMS DISTANCE iS BEYMN?ANY FINISH MATERIAL. (9)Fists pxz.ECflRJ TtiATt RR1=BEAR f'YQ 141E DATE AND ORt:JYFi SEI+.AND Sk:NitUP.E^v1,Tti£PRD%'ESe-LOT:AL t:t:GCL-s�t OF
8.3)IN CASE THAT PRECAST SIGN.PRECAST CONCRETE OR awx PANELS.%S-.EER OR PAt'ER5'BE row,o DN
THE EXISTRNG WALL OR FLOOR.ANC4ORS SHALL BE LOW,EMLGH TO PEACH THE MAIN STRUCTURE ET;lm 16,FROM''I MA1)FACTIARF:W'6 kAUEL STI7LL,BE LOCATED ON A REAVLY VI!BLE LOCATION Al PRODUCT LN ACfl3N1i '1CC gTT4 5ECnsGN 5710.8.3 CF
SIKII PANELS FLOtRtGA DU.LD!N0 C'O•OL'E.ONE LABEL SMALL BE PLACED MR EVERY OPENING, LABLUNG FU G-C4PL"'l WITH SECTION 1710.8 2 OF 141E ILCROA DUIDWG CO),usm to
AC,TO EX'STTNPIN£Et W✓ I .N 0,55WMaNPRVCE P€NC-FO's-SOUTH(C-0,34),DCUGLAS-FIR-SOUTH(G-0,46)CR �NNNL,tlylkl ,AI j ) £S.'ATony F DA".20RtGA
\, FL.C&DA BUILD;NG CODE(NOn Itgn Vglxi;y Nurnleee Zone)
-6/16-0 TAPCCN Xt ArNC;4.344.AS MANUFACtriRED By.THY BusLD✓'.€N-, ,T'� LLS`((. 9 c:P,>itu^•o r,C.
_ Nautilus TL
C.1)MNN'MJM EMBEDMENT OP TAPCCN XL Art 14RS INTO INC Y*Oa FRAME UNIT SHALL BE 2 1/4'PHYSICAAL. (1 ' ,�. Ronin Shutter System
p.to to
THREADED P_NETRATICN .. ®�®y �r,p y� 9 YS I J.
NO MB-MVENT INTO FINVI UC.TERIAL SPALL BE CONSID£PEQ AS FAP:OF THE REOVIRED EMBEDMENT. 'f1, gy'? .�.a ®[GTI G 4 V INC. - afit
EXPERT SHUTTER SERVICES INC.
C.2 T4N1)AJM MOE DSTANCE{{c.D.)OF TAPVON AN:HIaPS,INTO Ki*?a$ ._BE: 1/4",EDw_C,STANr-_IS �t 7--' � cwt Stsnwcm[Kc LCK1«c C6uGAMY
..ELL�ahD kYi ET,N. T MATERLAL. �Yt h'Y..u..a sem.w:rw �.u•:c 1L4^.S.W.E: u>+L SKEii f.
tqL eL a M-t-+Ex ., m e. :i. i1, LX F.i.349?4CASE
�.+9 • r�OR10F 'a••` e-Ma�:ta<•woss«-,. nm,2 Tex}Til-use,ru mr sr..ccv. :Xa+es.c w
C3}-Ht EXISTING TYFT PRECAST S:tO, PRECAST CALL Er,
CN F.B+_K.Fz SIZE.REACH
VENTER CR PAVERS BE Fr BE ND ��yA'L+ \C�.� f9-6:ccr's � kn
E EXISTi'NG uA:t OR FLOOR,AJ+CHORE SHALL EE LFA.'fii ENGUG€N'I4 PEFGH THG M:Jh'STR1A'TURE BEHIND
�Mwa •A:'Fa A-a..uT:r. "E,
SUCH PANELS. P'('j4ry•l1,+,+.' (,,�141s" °1MaT=Lr./aai�r .�.su .r+r,. c+ aN.t-
t,
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TRAPPED ANGLE OG 4X6 MULLION 4x6MULLION W LION CKB(W�-�f
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Rolling Shutter System
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EXPERT SHUTTER SERVICES INC.
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YPICAL SINGLE UNIT ELEVATION WO STORM BARS
SMELTS 2 & 3 TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS
4j."; N101E- SEE SMELTS 2 & 3 70R COMPONENTS NOMENCLATURE.
EROCEDURE EOR SLAT INSTALLATION01VEN A SHUTTER HEIGHT:
SKII-ITF-it HEIGHT EQJAL 00 LESS 1)iQt!'.0'APPLABLE TO t!4S1AUAtJL4;S 410
STCRY ISVis.W1 STOP.10 ex-.5 09 W/STORV BARS&Vln,t*fiu*Wt ItUt-ITIS VP
TO I V_.
CUK7M4 STW-1 STAPT Wj fl SLOS AT TOP,f`0UC*ZD L*r J_fa.:,. THVREAEr,;it
-;Hr-WAY CMV EACH SLAT I S!'ALL CONSiST Or WN FIVE(5)SLATS OF TtAl $W
EOLRE FGR AVOiW. SLATS MIAWWA=:f=e:ts il Slt $-W.L 6E
CONTINUCII M%TOTAL SHUTTER OVSHT IS-CUPLEIE0%Cuk171TY Cf Flu4,:LA*NLkllp
INSFALLES KFO;E bVIO,l SLAI@VAY VARY lr,14 SKPILIf's
BD:JCV 3:XTQ�>Vtl rr ALWAYt,IhMkLEC.
;AU,2:SHQ7TER HE%t>M LARCER 7,"At. I V-O'A*PLJ:AZLE 10 INSIALLAW:r WIO STURAJ HIIt111I FLORIDA BUILDIPTIO CODS(Nm JMh Velf,c;ty
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(c)CUPTAN SVALL STAR"&/J1 SLAn AT TOP,FOLL—D W is J___�7t1PZAF-Fq.ALL
-7 t SIALL Mlsst OF -t SLATS cr 1-thl SLAT Rolling Shutter System IHC Wxy D,-1,EA,-r:sl� "'.V I-1c(_
NUMS R 11.r 7DUR;F-Pq AMIAC;SLATS DOWNWARD KL f #1 SLAT$WILL�fr DATC
'YTEA Flo AoDr(,!�L 9*C
'L f�C S� EXPERT SHUTTER SERVICES INC.
CONTI JEO U0, -1 M WSIAILED A
16215 5.1"&Lr.-n ST SLATS MUST j3W COMPICt THE Tolk S�km_;z Kv�
P:R'ST.LNX It.31". 1.-071
(tj 351TO-1%,ti MUST sE A4vwxr,nsitum to of STATE 0
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Ex•ST ti;,n1C:+ STE{:kaSITY s'.t•os Sti1 wASKf R 2<'Cr, n;AM:t v FUFi- 1 G0..A.C!3'C,F.'sa�li A-Wv'.or TJcf t•cA,.OAC'GtvWaEC'
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