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T (Product Approval
USER:Public.User
Prn:`:ct.Anrnaal 1?Pn+1>Prg.^.uct or Aoiaifn}1q=i_`;:k;;trct> :+':Ic iU;c„hwC>Application Detail
kh R FL# FL12246 R3
Application Type Revision
Code Version
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 Ext106
callexpert@aol.corn
Authorized Signature Michael Heissenberg.
callexpert@aol.com
Technical Representative Michael Heissenberg
Address/Phone/Email 1626 SW Biltmore St
Port St Lucie,FL 34984
(772)871-1915 Ext106
CallExpert@aol.com
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Bilmore St
Port St Lucie,FL 34984
(772)871-1915 Ext106
CallExpert@aoI.com
Category Shutters
Subcategory Roll-up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tiilit Jr.,P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence FI„?2246 R3_._.�it_._F_}PER?.._ FsU i_ _EF: y_RVICES,INC. NAU_t'_Li)
t{21 I,IN.(...Sti kzm rat SY.-ME
Referenced Standard and Year(of Standard) Standard
SECTION 1609.1.2 ASTM-F-1996,E-1886 2005
SECTION 1626 TAS 202 1994
SECTION 1715.5.3 ASI'M'E-330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
4
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 0 6/2812 0 1 5
Date Approved 08/18/2015
Summary of Products
FL# Model,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 l::,:.?246 I:3 f t_Xpi RT 5�i ITTFiR SERVICES
Approved for use outside HVHZ;Yes
Impact Resista es q7
Design Pressure. - Verified By:Walter A.Tillit PE-44167
Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent 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.at8'-0"span with 1/2" L '4 __Ft;i AE EX?Ef<T StiUITER St RVICES•
slip.See sheets 15, 16 and 20 for additional pressures and ht .......
t;.tl�ttCii.L, ING,clittl TE'R
�
spans. 15 ;I S!r
Created by Independent Third Party:Yes
- Cock tarkt
Contact Us::7601 ltlair Stone A-ad,Talla+tassee FL 32300 phone:850.487-ISM
The State of Florida is an AAAEO employer.Cooydaht 2007.20I3 Statg of Flon jil ::Envacv Statement::Affxasibihty Statement Fsg,(ttnA Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released in respanse to a public-re cards request,do not send electronic
mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,Ikensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emads 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 rAth an email address winch can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click hgr.@_.
Product Approval Accepts:
.. F-
Credit Card.
"":Safe
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ESL NOTES:
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TYPICAL SINGLE UNIT ELEVATION YZI STQRM BARS
E407 SH S 4F",., 2. ek c ;-o;
MCEDURE FOR SLAT INSTALLATION GEVEN A-3hMIH&-IJVOffo*-
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f.�;W:�IXQ START k"V AT fC *ED,)v AiL. /*——----
!,;r,�M SINN,EAtr sl,�,. cnv�;5;7 -,,�r wn mi. �)f 1��T iukl Rolling Shutter System
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SECTIONS Y,-=Y-1-1,,,,,,,,,r,
a j(/ :airs evu.00izi L:o 'mc," H n vlL-A) Fl,tzicor x�:,.;
INSTALLATION DETAILS ON EXISTING POURED �� '`�ENSFz Fn t4 :µ s :
Nautilus I
w F -A,Q.,!A�'...��, Rotlir,g Shutter System a<,:r: -.-
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CQNCRETE OR GROUT FILLED CELL CONCRETE EXPERT suurrER sERvtcEs fNc.
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BLOCK BUILDINGS
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SECTION.....P—P,.(PLAAN)
SECTIONS 0-0 (PLAN)
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
V<
JIL I
V 4' c
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tN; 4 f.!.........
5 E CTION W—W (PLAN)
G
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WALL MOUNT END MULLION
SECTION 0-0 (PLAN) SECTION 0-0 (PLAN SECTION R=-R-(PLANS SECTION R*—R'
ORIENTATION 41 ORIENTATION 12 ORIENTATIONS #1 & #2 ORIENTATION 12 4 ,Z:-
WALL MOUNT END MULLION
WALL MOUNT END 111ULLJON WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION
INSTALLATION DETAILS INTO MULLIONS G,G1,G2
............. \D
AJL NAUVEA,' TOO.
61
ivN. I e t I?I
N S,,VT 21)- W/ —0'SECTION 0' PLAN)
E,T Fop iC �;r ORIENTATION #2
I I ...... .............. WALL MOUNT END & INTERIOR MULLION
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SECTIONS 0'-0' (PLAN) EXPERT SHUTTER SERVICES INC.
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INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS
811 AV-t' 0�?P
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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 BLOCK STRUCTURES
STEP I OBTAIN JOB SITFSA.S.D.DESIGN PRESSURE RATING(ps.f.)FOR I REOPENING AND DESIRED SLAT IF MULL!ONSARE USED BUTVV00 S,GPIA BARS
SPAN L-(ft)TO PROTECT IT,(SEE GENERAL NOTE 92,SHEET 4
13- 1 MINIMUM SEPARATION TO GLASS FOR SLATS If:MULLIONS ARE USED BUT WtO STORM,PARS Sf-IAIJ,
&�2:ENTER TO (IL,, lb & III) THRU IC ON SKEET'IS DETERMINE BASED ON la" BE BASED ON CHART le 01,1 SHEET i5 IT SHALL BE MEASURED FRU41 PACK
SLAT SLIP(m).ANCHOR TYPE AT SIDE RA)LS'A.S,D,DESIGN PRESSURE RATING(p.s 1);THE OF SLATS 10 GLASS
FICOUIRED MAX SLAT SPAN"L"ft.
2,ENTER SCHEDULES to THRU 2t;ON ST ICETS 24,25&20 W AS ,DESIGN LOAD:,-AAXIIAUNI MULLION
• THE POLLOWlNGINFORI,4ATION)SPROVtDEDATCHokR�4S I THRU IC TOPROCZEW MTI4 SPAONG(MAX,12-.S'QR7), ANODETERPAINE. MAXIMUM MUL SPAN( E WA(!'EIGHT) BLE
PRODUCT INSTALLATION VERIFICATION. INTERPOLATION IN SSWEEN SPACINGS FOR A GIVEN
MtXL;ON OMENTATION 13; &d. 3).NiUll,LION TYPE 9
• ENTER A.S.D,DESIGN PRESSURE RATING SEE STEP(1)ABOVE
3 SEE'SHEETS 10,IV,1 t'IA,11 12A.13&13A FOR REQUIRED MULLION COWC-CTIoN,TTETA!Ls AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDINGANCHOR TYPE,THE TOP&BOTTOM FOR FLOORTO CEILING(TRAPPED)OR MOUNTINGS OF MULLIONS INTO
FOLLOWING DEFiNT TION FOR SLAT SPAN SHAtL BE CONSIDERED' CONCRETE FOR A GIVEN MULLION TYPE
Lau THIS IS THE MAMMLIV,ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112'SLAT SLIP MAY BE PROCEDURE 4C IF BOTH STORM BARS 6 FAULLIGNS ARE USE
USED,FORA GMISN A.S.D.DESIGN PRESSURE RATING.
I MINIMUM SEPARATION TO GLASS FOR SUP ITS IF AOTH STORM SAPS AND MULLIONS ARE USED
• 141MMUM REQUIRED SEPARAT ION 10 GLASS IS F-ROV;':LED ON CHART 1c.PROVIDES SEPAk�,TION SHALL BEF-*SEDONCHARY Ic.ON SHEET 15,IT SHALL PE.MEASURED FROM BACK Of
TO GLASS FOR PRODUCTS-,M10 OR 1!.STORM BARS ISLE STEP 4). GLASS
it STEP 3:OBTAIN INFORMATION ON PRODOLICI`SSIDE RAIL ANCHOR SPACING PEOLPREMENTS FOR P., ENTER TABLE.1 ON SHEET 22'.Vl AS,D DESIGN LOAD AND STORM BAR SPACING AND IYEIERTAViE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDUIES Va, "llf ON SHEETS le AIAX,MUAI STORM SAR SPAN(HE;Gf IT).
TH
RU HPU 18.ENTER SCHEDULES VATH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE.MOUNTING
T-f-Pr-A,A.$,[),DESIGN F'PF,,S-CtjR),'PLATING SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACINK3 3,ENTER TABLES2.CR 3 ONSHl:iFf'Z3,�VTTfo,S.o.DESIGN PRESSURE RATING AND STORM BAR
(Jt,'CHESONCE-NTERS).$Eg-(,P'NF.RAL NOTE 7014 SHEET I FOR ANCHOR SPECS. SPACING ANO OF.1 ERMINE APPJCA$LL-OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP
&BOTTOM,,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS.ANCHOR
Sfep�5'IF PRODUCT It INCLUDES STORM BARS MULLIONS OR S TOFOA BARS&MULUONS,THE TYPES COVERING DERMA INENt(ANC-HORS &0)OR REMOVABLE(ANCHORS.S&C)INSTALLATIONS
�OLWVWNG MANDATORY..DLit TONAL PROCEDURES ARE APPLICABLE &A CHOICE OF 2 OR 4 ANC HORS PER�_ONNECT(ONOEPENOING ON t.OAb AND STORM0AA
SPACING,
PROCEDURE 4m IF ST ORV BARS ARE USED 4.EWER SCHEDULF-S 18 26lAuA,S.D DESIGN PRESSURE RATING;
WNIMUM SEPARATION TO GLASS FOR SLATS IF STORM PARS ARE USET)SS',ALL BE BASED ON MAXWUM MULLION SF AGING(MAX_12.P.OR T!,AND OF TERMINI I.WWUM MULLION SPAN a
CHART lc,ON SHEET 15.fr St IALL BE MEASURE:O FROM F:VCKOP SLATS 10 GLASS. (HEIGf-M W AL LaWABLE TNT ERPOLATION IN BETWEEN SPACINGS FORA GIVEN
MULLION l'(PE&MULLION OR)ENTAMQN,
ENTER TABLE I ONS.HFET 2?vl.4IAS.O DESIGN LOAD,STORM BAR SPACING AND OLTERMINF,
WIXIMI-W S.SEE SHEETS 10.Wk.11,1 IA.12,"-k 13&13A FOR MULLION CONNECTIDNDETAfLSA"l TOP&
ALLO'A'ABLE STORM BAR SPAN(HEIGHT). 8Gj TOM FOR FLOUR TO Clift.;NGt�TRAPPFD)r,,R WALL MOUNTINGS OFMOLUONS INTO CONCRE
F0QA GIVEN 10,ULI.ION ryri. b3i.
E NTER TABLES 2 OR 3 ON SHEET 23,MIT.AS,D,OES?,Gl PRESSURE RATING AND STORM aArl
SPACIrn AND DETERMINE.APPLICAE)L.EOP'riOP4F FOR STORM,BAR CONNECTION*10 CONCRETE
TOP&BOTTOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS 11"ITE LEGEND FOR VARIOUS PROCEDUPF.PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOJO FRAMAJE
ANCHOR TYPES,COVERING PERMANEN I(ANCI TORS A&D)OR REMOVAPLe.(ANCHORS 8&q STRUCTURES SEE SHEETS*20 8,21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
WSTALLATIONS&A CHOICE OF 2 OR 4 ANC-HORS'PFR CONNECTION OFPF,.f4D;,%G ON LOAD AND INSTALLATIONS
INTO
WOOD
STORM BAR SPACING, .FRAME.STRUCTURES, .......
......... f-lf),RZA 5VfLn:NG CrC (NOV, ffi-jt� Vq.ce.4y ll-ico.
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................. -I
SLAT PERFORMANCE CHARTS Ia. lb. lb'__k lc,- (ONLY VALID FOR 1/2-SLIP)
FOR A GIVEN A.S.D.DESIGN PRESSURE RATING Cpjf),PRODUCT MOUNT CONDITION iNCLUDIV3 ANCHOR TYPE ANO FOR INSTALLATIONS W!OR WO
ETORId BARj
Ii
CHART Ia CHART lb CHART lb' CHART IC
ILM UMAW VPLW SEMM POMK AW NMUK A.S.D.tOW
33
3/8"0 KllwlK BOLT 3 ANCHOR 51WO TAPCON XL ANCHOR 5!1 6"n TAPCQN XL RNCHOFt
USE UWAN POWK A-U.WkD VAWE
TO Pm-PEr�:cNmrr PILLU BLOCK
POURED 1,CNCRETE
VAX:SLAT SPAN MAX, SLAT SPAN MAX.SAT SPAN REQUIRED MIK SEPAJ�,kTM To GLASS
L.114x- (F!) 'Luse (rr,, (F-T) R I
DESICIN Mr"JRED TO WK OF SLAT Ni l)
W/D STORM STOP.PARS
RESSM, W6 I wl
RATING ,mli W/
ipgil sa 00=41 sa.4111 Sri: Wv;SE.'hcm 0 SE TOTES* Ear ams SEE wms `EI"M4 ZONE'*Jr 1-3 'iWN047OKE s6r'Ze* 10m* I-
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ABOVE liqlKAILD W11K SLAT SPANS KW K USE,)AS LONG AS.
ANCHOR SPACiNG SCIOU-J.S 0"4' .�kZETS 17 dT I+IND.CAIE THAT
kN;ANC�40P. 7�FACJNG iS AVAI�JIBLE THE C0lRJRE!jPC W);,'-G SATT
S-A%I AND AS.r, OFSMN PRt�,%VPEFOR Ral,14, c(Toz(40r, Hi'), vtiO64,
Bur-cant 2:,nn�
PEOURES SIDE i-%r� Fl-,ENED TO 14SITNG SIRUCTUr,-, Wlll§;
3/8*0 KmK SOLT 3 AINCPM OR -5/16*0 TAPCON XL ANCHOR, INTO Nau t i l u s
p = ! No.44167nq
N)"IRI;rO CON, . -LIL CO 117R-cll, OR c� OUT*;1u;D CE w'REIC 9LOCX. OR -r Sr Shuttc stem
l),NNECTIO,VALID, F,�R WITH 1/4 xi 1�11< sCRl0;S XT MNS ILIE C 0
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S.Kc-
3, YAX'WlUV, S:.Al' AN rb,R P7TEP.f f2€AT£ LOADS w:Y s -sa.
0
DETERTM ED 6, I,*.Ev, NuERzQ�Allou 8_11W VALI.ES,
-aa eaA. :,us,
............ '7
MAX.ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN PRODUCT MOUNTING TYPE.W/5/16"O TAPCON XL ANCHORS TO
GROUT FILLED CELL CONCRETE BLOCK WALL.A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE T
WALL MOUNT
Diu SLAT SPAN RANGE
pReMw
o•-A•t > a's t -6°t > 6'-�•t > r-s't >9'-i z't > t2'-is't > W-20't
wws CP-.-0
a ea n^ b 8 a !2
nt e.,._ 8 4 i 2 7 .,. it t S-A SPA``t FOR A t_ _ _ _ t dl
to tas a r t l2' `,fir GWEN A.S.D. ^MrN
.._. .. ..$. .. .. .?.....c2...... ....._ `•'� ._..... ..._. S�. _ ......... _. .-.,_...Li
Li.: __.__-___�_ RYCE� UAt. SLAT i
PRESSURE
g^ 6 SSP�HINOICATEO ON SLAT
>ta• iP,(!^................. PER- Ro CF. CKART ON
SLAT SPAN DEFINITIOM SHEET 15-
TRAPPED MOUNT
seAM.A.IA"
OEM
SLAT SPAN R NCE
> a'-3't > '-s't a
..... f `' & 5` 2
V
BUILD-OUT MOUNT
MA
GN SLAT SPEW MANGE
PRESSLRE G a t > 4'-5'Y >5'.^^6't 6•-r t >'i-15'F > y_52't > t?'-.s&'t s. 16'.-2^ t _
RATM
• RAN GEta�+1 t Ez E pia ,E3 {� 'E t} E� �3 =3 i�t... ,s (c) f= t� 3 EzV�
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.................
SCHEDULE VC:
Vx FORCES(Lb/FT)&V y FORCES(LbIFT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUtLDl(*GS
(USE MAXIMUM VALUE BETWEEN POSMVE AND NEGATIVE A.S.D. LOAD)
MOOMUM
&S.D� SLAT SPAN RANGE
• DESIGN
PRESSURE 0'-4' > 4'-5* > 5,-6, > 6,-7, > 7'-9' > 9'-12' > 12'-16' > ';,;'-20'
FWNQ -- - --�Y-- ;T
I fl Vy vx IT vx x VY Vx vy
ps vx I/Y VY
30.0 10 60 10 75 165 90 238 10 4-2'i 135 5,94 18 r) 240
>31-40 10 810 00, 12C 44,0 140 398 180 823 2 4 0' 32 823 400
... ......... ....... .........- . . ...... ............
>41-60 i 0 2 In 290 "c;150 794 180 509 210 -108 480 27n
�xzi DI/Y+
.......... --- ----
767 240 796 280 1007 360 16)95 Q,;O 2422 6.,,';0 2�147 `;96
60 a 20�5 61-80 -1
............... ................ .. ....... ...........-.... .... ..................................
>81-10,5 123 21D 55 0 2 C,3 711 3 i,5 1 142 .368 13 72 -173 2009 59 1. 2 4 9 2 5—'NB................... ................... .......... . ....... ............
106-- 24,-, 8i -CO 1.3 420 587 S,11() 21 ��4D
............. ...... ...... ...........
0'342. 1 ,-
> 211,-140 55-2 280 14 6 0 -150
I E 12 490 'a
F,s"
.. ..........- .. ....... ........F-,**,---.11- ,-.1-1.1--..I- .-- , -.- ...... ..........
> I S 2 4 16
hq -," 7. .. .......
4 1-1 6,�, 1 186 4G, 0 18'73 560 174C 641")
SLAT 9jPAN DEFINITION
WIT'll-101 Or S I 41JITUI HliC,47 AT SMli JAWS
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Nautilus
p'lling Shutter System napes
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EXPERT SHUTTER SERVICES INC.
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