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Professi Product Approval
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Product Aoorovaf Menu>Produa o*Appiicatinn Seaarcl•>Aoplicati2n List>Application Detail
h
FL# FLI22�
Application Type
Code Version 2014
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
callexpert@aol.com
t
Authorized Signature Michael Heissenberg
callexpert@aol.com
i
Technical Representative Michael Heissenberg
Addre"ss/Phone/Email 1626 SW Biltmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CailExpert@aol.com
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Bilmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CallExpert@aol.com
Category Shutters
Subcategory (Roli 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.Tillit Jr.,P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By John Henry Kampmann Jr.
(>' Validation Checklist-Hardcopy Received
Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC. AULU-
ROLLING SHUTTER SYSTEM C I ORWG 15z l.adf
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
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
Summary of Products
FL Model,Number or Name Description
12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System
tends of Use Installation Instructions
Approved for use in HVHZ:No FL12246 R3 fl EXPERT SHUTTER SERVICES
Approved for us HZ:Yes INC. NAU T ILUZ>ROLLING SHUTTER SYSTEI i D ifdC3. 15-
Impact Rest t:Yes 071. d p
Design Press re:+160/-160 Verified By: Walter A.Tillit PE-44167 I
Other:State Mis wind zones 1,2,3 and 4 Created by Independent Third Party:Yes I
(basic protection only).Pressure rating: +30,-30 p.s.f.at Evaluation Reports
20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SER'JICES
slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SY-sTF- P.E R. DRING,
spans. iS 071.odf
Created by Independent Third Party:Yes
Back FEE,
Contact us-.:.1940 North Monroe Street.Tallahassee FL 32394 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::gefund 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 mail.If you have any questions,please contact 850.487.1395.`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
emaUs 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 are a licensee under Chapter 455,F.S.,please
click here.
Product:Approval Accepts:
wctlritY avmit:t;"
_._....,._-- ................. _
GENERAL NOTES' R.ANCHORS SHAD. BE WS7'AtA.L'.D FOLLOWING ALL OF THE RECOMMENDATIONS AND SPF..CIFICA11ONS OF THE ANCHOR'S MN4UFACBJRFR,
I. NAUTILUS ROLLING SI-Orl FER S'rSIEM"HOWN ON THIS PRODUCT O/VALUATION DOCUMENT HAS Sam 9.ANCHORSREOOIRE'O FOR STORM GARS CONNFCnOINS$HLL 8E.AS SPECIrIFO ON APPLICABLE SECTIONS SHOWN ON SHEET 9.
VERIFIED FON COMWUANCE IN ACCORDANCE.WITH THC 2014 (5t ((P.E.D.)h EDITION) OF Tit£FL'JZDA BUILDINGS CODE. ..3/S"0k1 1/4"CALK-INS MANUFACTURED BY POWER FASTENER S, INC.
NAUTILUS ROLLING SHUFIE'R SYSTEM SHALL.NOT HE INSTALLED AT HIGH VR.00ITY HURRICANE ZONES(Mm-DACE 1/4"00/4".,DUO-SCT'MANUFACTURED BY ALL PONT, INC.
/BRtI't/hftD WUFJT!ES). •-3/5"0 KWIK BOGY 1Z MANUFACTURED BY HILD,INC.
DESIGN WINO LOADS SIWLL RE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/15.0 TAPCON MANUFACTURED BY UW SUILDEX, INC
FOR A HAS!C WIND SPEED AS REQUIRED BY THE JUP.ISOICTION WHERE: THESE`.SHUTTERS WILL BE INSTALISD
FOR A DIRECTIONALITY FACIQR Kd-O 115..USING ASCE 7-I0 FOR INSTALLATIONS UNDER 2010 FBC MINIMUM EDGE DISTANCE AND SPACING, FOR ABOVE.MENTIONED ANCHORS SItALL DE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET',
AND SHALL NO'r EXCEED T14E MAXIMUM (A.5.0,) OFSIGN PRESSURE RATINGS INDICATED ON SHEETS 15 1HRU 16 h 21)ITIRU 26, EDGE MSTANC£ AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL
EMBEDMENT
IN ORDER TO VERIFY THE ABOVE CUNOfTIUN, UL'iIMATF..DESIGN WIND LOADS DETERMINED PER ASCE 710 CRUVT FILLED OR
SHALL BE FIRST'REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING&.100% EDGE DISTANCE 0 11007 CONCRETE CONCRETE BLOCK
TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED 014 SHEETS IS THRU 18 A4 20 THRU 26. 3/8"Oul 1/4"CALK-IN 3 3/4" 4 1/2" 1 1/4'(3000 psi) NOT ALLOWED
r < 1/4"®a3/4'SOLID-SET 3' 3' 7/6"(3000 psi) NOT ALLOWED
A N3%INCREASE 7. IN ORDER TO VERIFY LLO COMPONENTS FOR AND ANCHORS ON LOADS AS f P,..US AS THEIR
WERE NOT QVE'JT STRESSED. 3/8"0 KWIK BOLT TZ 9" 4" 2 1/2"(.'101)(/Ps;) NOT ALLOWED
SPACINGS TO WOOD HAVE WBEEN DETERMINED IN L ACCORDANCE WITH 201?LFII ANALY515. FASTENERS 5/16"d TAPCON XL 3 3/4" 3 1/8` 2 1/4"(2699 Psi) NOT ALLOWED
AIM17A.US ROLUNG SHUTTER SYSTEFA'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE:HAS BEEN VERIFIED IN
ACCORDANCE WITH SECTION 1809,11.2 OF THE ABOVE MENTIONED CODE.AS AMERICAN TEST LAB OF SOUTH t1)..ANCHORS REOUIRFA FOR MULLION CONNECTIONS SHALL BE.AS SPFCLrfEO ON APPLICABLE SECTIONS"OWN ON SHF_t:TS 10,
FLORIDA. REPORT H 10;50.01•-08 AS PEP.ASTM C 1996-05, E'. 1886-•05 AND E 330 STANDARDS'. OUAUF'YING LGA, 71, 11A, 12, 12A, 13 L t3A.
INSTALLATONS FOR WIND ZONES 1,2, 3 k 4, MIS',TIL€TYPE O AND ONLY APPLICABLE 70 BASIC PROTECTION
INSTALLATIONS,AS DEFINED BY SECTIONS 6.?..1.t, 62.1.2 AND 8.3 (IF ASTM E 1996 SEE SHEETS 19 "1 20 -HUS B U TZ XPANSIO MANUFACTURED RFO , INC.UPY',TUR0BY 1411.11. INC.
FOR ADDITIONAL LIMITATIONS. --HUS--H
ANCHOR MANUFACTURED BY POWER FASTENERS, INC.
S. ALL ALUMINUM EXTRUSIONS SHALL BE 606:5-116 ALLOY (UNLESS OTHERWISE NOTED), SEE S14EET 2. MINIMUM.EDGE DISTANCE AND SPACING FOR ARMS MENTIONED ANCHORS SHALL.BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET.
4.ALL SCREWS(EXCEPT END RETENHON SCREW eC)' TO BE STAINLESS STEEL. '04 OR 316 SERIES WITH 50 ksi EDGE. DISTANCE AND EMDEDMENT5 774E BEYOND ANY FLNISH MATERIAL..
YIELD STRENGTH AND 90 kW TENSILE..STRENGTH 6R CORROSION RESISTANT COATED CARBON STEEL.7S PER DIN EMSEDMET41 0 t007
$0018.ALL S.O.S.ARE TEK SCREW'S MANUFACTURED BY ITW.BU!L..OE:X &SHALL COMPLY W/FLORIDA 61:1LOINGGROUT FILLED OR
CODE SECTION 2411,3.3.4. ANCHOR SPACING 0 1OOr EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK .
3/4"0 KWIK BOLT T7 27" 9" 4 3/4"(3000 psi) NOT ALLOWED
5, BOLTS TO.BE AS1M A-307, GALVANIZED OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 36 ksi I&NIMLIM I72"U Kwik BOLT YX 27. T/2" 7 1/2" 3 1/4'(300Q r 51) NOT ALLOWED
',IFI.D STRENGTH, 3/8.0 KWIK BOLT TZ 6' 4 3/6" 2-(:3000 PSI) IDI'ALLOWED
3/8"0 HUS--H SCREW 4" 5" 2" (3000 PSI) NOT ALLOWED
6.HA ULUS ROLLING S14UTTCR SYSTEM BEARS U.S. PATENTS#6,095,225 AND #7,409,980. 3/8"0 WEDGE-BOLT 4 1/2- 4 1/2" 2 1/2"(3000 PSI) NOT ALLOWED
I/2"4 IRF.-41 SCROF OR kYt(IE DDU G" 6" 3"(30='0 PSI) NOT ALLOWED
Y. ANCHORS TO WAIL F'OR SIDE RAIL.S}NU.OE A,FOLLOWS: 1/2-0
tL5•H S"(A WW.'6011 7 1/2' 7 2 112"(30OD PSI) NOT ALLOWED
(A)TO EXISTING POURED CONCRETE: MIN. 3000 ps.i. COMP}TM§VF'. STRENGTH. 11.THE 4NSTALiATWN CONTRACTOR IS 10 SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH RERUUN IN CONTINUOUS CONTACT WITH THE BUILDING
-5/16'a TAPCON XL ANCHORS AS MANUF'ACTUREO BY ITW BUILOEX, INC. TO PREVENT WiNL'JRADJ INTRUSION CAULK AND SEAL PRODUCT TRACKS ALL.AROUND F'UL.LENGTH.
-3/8'0 XWIK BOLT 3 ANCHORS AS.V.ANVF'ACTURED BY HILT], INC.
12. IT'SHALT.BE THE RE5'iPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE.STRUCTURE WHERE PRODUCT IS TO BE ATTACHED 70k
A,1) MINIMUM EMBEDMENT INTO POURED CONCRETE.SHALL BE: INSURE PROPER ANCHORAGE., THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD FRA&IC RUiLOINGS.
2 1EM FOR 5 15"a STUCCO c ANCHORS CONSIDERED i 2"FOR 3/8"6 KWIKTHE BOLT 3 ANCHORS. 13. 1TILS PRODUCT'S INSTALLATION SLALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING,AND ZONING REGULATIONS PROVIDED
NO F.MBEGRE, 16 0 TAPCOO HALL 8E /2 AS PA3 OF THE REQUIRED ANCHORS.
BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
AL2) MINIMUM EDGE DISTANCE (E.U.)114TO POURED CONCRETE"HALL. BE:
4"FOR 5/16'o TAPCON XI.ANCHORS •Y 5"FOR 3/6"0 KWIK 60LT 3 ANCHORS. EDGE.. DISTANCE IS BEYOND 14. UIFING MECHANISM NOT PART OF THIS APPROVAL
ANY FITUS 4 MATERIAL.,
15.(a)THIS P.E.G. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FUR A S0E SPECIFIC PROVECT; :.e. WHERE THE SITE
A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAYERS BE.FOUND ON CONDITIONS DEVIATE FROM THE R.E.D.
THE E)1STi14C WALT,OR FLOOR,ANCHORS SHA?.L.BE. LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND
SUCH PANELS. (a)CONTRACTOR TO RE RE,"WONSIBLE.FOR THE: SELECTION, PURCHASE.AND INSTALLATION INCt.UD;NG LIFE SAFETY OF THIS PRODUCT, BASED ON THIS
P.E.D.PROVIDED HE/SHE DOES 1407 DEVIATE SROM THF CONDITIONS DETAILED ON THIS DOCVMEN'I. CONSTRUCTION SAFETY AT SITE IS THE
(D)TO EXISTING C.ROUT FILLED CELL.CONCRETE BLOCK WfiLt: A57M C-90 CONTRACTOR'S RESPONSIBILITY.
•-5/16"0 TAFICON XL ANCHORS,AS MANUFACTURED BY IPI7 PUILOF-X, INC:
(c)THIS P,C.D.WILL BE CONSIDERED IW>ALID IF ALTERED BY ANY MEANS.
9.1) MINIMUM EMBEDMENT ',5/15"0 TAPCON A.ANCHORS INTO THE GROUT FiLLEU CE'.I.1 CONCRETE BLOCK (d)S1TF.SPECIFK:PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCIUTECT WHICH WILL. BECOME THE ENGINEER OF
UNIT SHALL. N I r�ST c RECORD((f..O.R, THE
NO EMBEDMENT INP STUCCO SFGJ,L BF.CONSIDERED AS PART OF THE I4EUUIR,.O EMBEDMENT. A DFJ C' '..O ENGINEER TO TTHE P.E.D. ENGINEER, SHALLRSLBMIT'TO THIS AT CRRTT E SITE FSPECIFIC DRAWINGS ENGINEER
FOR REVIEW.E:CORi1,ACTING AS
8.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/16"0 TAPCON XL.ANCHORS INTO GROLIT FILLED CELL CONCRETE
BLOCK SHALL BE 4'.EDGE DISTANCE is BEYOND ANY FINISH MATERIAL. (c)THIS P.E.D. SHALL.E3EYJ3'THE'DATE AND ORIGINAL SEAL AND SIGNATURE OF'TILE PROFESSIONAL ENGINEER OF
RECORD THAT PREPARED IT. .
B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANFLS,VENEER OR PAVERS BE FOUND ON
THE EXISTING.WAIL OR FLOOR,ANCHORS SHALL Sr. LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16, PRODUCT MANUFACTURER'S LABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCF. WITH SECTION 1710.8 5 OF
SUCH PANF,LS. FLORIDA BUILDING CODE.ONE.LABEL SIALL_ BE PLACED FOR EVERY OPENING. LABELING'TO COMPLY WITH SECTION 1710.8.2 OF THE FICIIIPA BUILDING COOL..
(C)TO EXISTING WOOD FRAME
BUILDING: SPRUCE E PINE-•FIR-SOUTR (0-0.36),DOUGLAS-FIV-500TH(G•-0,46)_OR - 1 ALF ^ $NA_'L ON Y YL,USED 7"J•�•��
...
SOUTHERN PINE' 2 W/G(s 1),S$ M N. `- _. - _. .. -.... .. ._rT a tp 7N ifV£STATE 6R"FLOR8b1 ( ,
'� �,._•.... ......"..-.. _.0 FLORIDA BUILDING CODE (Non High V6I0-1tp IForricano lase)
TAPCO14 XL ANCHORS,AS mmurACTUREO B"]1W BUILD". INC. �,�, �'�. ;, 02015 THMKU M.
Nautilus otuxx N'r.
r.0."-
1)MINIMUM FJASEDMENT OF WcON XL ANCHORS,INTO THE WOOD FRAME VN!T SHALL.BE. 2 1/4'PHYSICAL �• 7 •-
'F!READF,D PEfPEIFiATTUN, $ NOr_k41 5 Rolling Shutter System cr;lu',3
NO EMBEDMENT N7LT f1t4iSPf MATERIAL.S?4AJ.i BE.CONSIDERED A+'i PART OF THE. REQU!R£O F.FABF.TYMEI4T'. s._..a'.••'^'r,--^:.i""--i *�. '� E, ®1
3 •... "' qC, •ILLI. oAtt'
C,2)MINIMUM EDGE DISTANCE ((E.D,) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4".EDGE OSTANCE IS § c-i ( •r T•LUT Tf ENGINEERING cGr4vcnr EXPERT SHUTTER SERVICES INC.
BEYOND ANY FINISH MATET'il0.l_ S•••• �"' h ^4u.i 1c,".� +rz':rwx'A'�ys,rtlzn,n 1626&W.VAJAIGR4 STREET i`).-071
_' • „ di cyaca0au6uM1n.'•••. PORT Sr.tum.FL..34964
C.3)IN CASE.THAT PSECAST STONF, PRECAST CONCRETE OR CRICK PANELS,VENFF.R OR PAVERS ' 'cft" 1 ' •"' PROoRo No
OR10 �� rv.cr.O I4W:xs•mw.rx trrv)611+-osa,
.' FOUND ND �i� a 1 f&-YIIIIeTIv
1HF. EXISTING WALL OR FS.00k,ANCHORS SHALL BE LONG FNOUGtt ILIO REACH THE MAIN STRUCTURE',BEHIND ��••4S ' � -�-- w?atle A r:Ltrt a PeU,
SUCH PANELS. ft4il N+'•N' n :LrtRF 1)e.1+a IIS: an„•x.e ...`n _..-_.� so[fT ! oI';n
y� xv.+. mo+nw mrc
4l 4k'.•ILL4 µ A•s E. u
#9 RIO
#7
tt It 6 1 W.: .- , i, MO.. a 50 "p-2to flz N. "Al
#3 t4 UTA
Mz C4
(Typ)
r 1 1 ,
ml vv*
X i .S WSW
W 'A"
K.r,AD
VII
*"' �M�I
........... i PETA?L'A
a0, i FT KI I'D'
OPTION lvl.,WnOuTwi ww QRtI0N
L
DETAII,C
(;MTP,*SYSrVt,.AWW"F0
L ..........
smMol
.4 DET.9 G81110 1111 It.
(Typ L
SLAT
s �.t�TARTE SLAT
(tAASEJ�L�T
T_A,1,1
............ ...................
W 1W.. AQ.ETAL BLISHIN
................................................. ....................................... (Uff VW OP POW M 40 62)
................................. ...........................
.......... a ........... ----I
EE
V ELD "i
............
TL SIRM AT
FlkM%kMXAAJJSffi0k.
► BUILD-OUTTUBE
.................2
...........
-J
.............. 43W ............
-�)RETAINING SYSTEM:SCREW>BUSHING
SIDE RAIL CE 1 BUILD-OUT TUBE BUILD-OUT TUBE
coarl'AW INUMOdEM WINALUMINIRA AL Oy
f4iG'S;TUAlVNVNWAW)y SCALL,
1 ITS'
ia-
*mljsr HE RNEWEP By qivir-k
tWIMACIURER TO ALLOW rOR A MINIMUM ............... ........... .......................................................
UAW*(,t.F.Afw4cE BETWEEN SCITM PEAD AND • .............."W
CAVITY WAIL.AT NON tfi)RRI�ANC POSSIONS.
� BUILD-OUT TUBE
GOAD76AWMINUMP1.10Y
...................
Br
M, tH} 1/4`0Y.314'ITW@UILDEX TEK SCREW
M.,
R
WWO[TWIBUILDEX TAPCON XL ANCHOR
MAW.Up
....................-.-j
....................... @ STORM BAR
300 HILTJ.INC.KWIK BOLT 3 ANCHOR -T6 A.UWAM/alay
a MNNLLLOY 07 MULLION c4pac."b yr. SCAW WT',r
TRAPPED ANGLE. _,4x6MULLION (G)l 4XBM SCW.147�,
-/- G%i-16 AW"MM Ali ... ...
061�6.iumw mAloy
r,:rA it MILE W.I' sc4r,W FLORIDA BUILDING CODE (Wco High Velocity Ht,git;w1c, Zone)
20"11"`:1 ac. a,
Nautilus
-1 PRL
Rolling Shutter System
........... z
11L ECOsme, TTER SERVICES INC.
T LL11 MiNO EN0fNCCMNG OOwF-- EXPERT SHIJ
2 z 1626 S.W.P.:T)AORC jllZCCr
DRAWIN,
CO�=MPONENT�S •
.11,"- FLoJk0'-" Iwo W-sm.w,u.,)0—im,
WIVV.0 A.
12
,s �-•`'�r1 SIDE/END CAP
1 I 1e 2 HOUSING(BACK&.T0P).040THICK
3 HOUSING(FRONT&BOTTOM).040 THICK
4 SPRING BRACKET
5 SPRINGASSEMBLY
6 60 MM OCTAGONAL AXLE
7 SIDE RAIL(MAIN SECTION)
r• ` /'f r�j''�j/ '� 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
d'' .•'� '� /r .�9 15 HOUSING(BACK&TOP)FASTENERS
r a oc� �r /�/ r.r' �' pyo 16 SIDE RAIL(MAIN SECTION)FASTENERS
��' 17 HOUSING(FRONT&BOTTOM)FASTENERS
18 END RETENTION ASSEMBLY
�. /'� �•�///// / ,� 19 OCTAGONAL AXLE FASTENERS
/ �•� �j'�.�/� r' 20 60MM OCTAGONAL DRIVE CROWN
21 CONNECTOR SLEEVE
22 GEAR-PLASTIC OR ZAMAC CASING
23 UNIVERSAL WITH DRIVE SHAFT
�r r'r •' / 24 60MM OCTAGONAL IDLER END
25 IDLER BRACKET WITH BEARING
BOX & END CAP ASSEMBLY COMPONENTS
av-
.1RtDA BUIDfNG CODE (Nan IGgn Velocity Horriccnc %o"e
NautilusWtN
r.R.
c4._:.=3•> Rolling Shutter SysteLm
'" ./ <.'t"'•sr.............w.,y..--....a:�,.;...��7++.. C O INC. �OA,[,•
" '-=" EXPERT SHUTTER SERVICES INC. --
�y 'jq ULLIT TESTING 5 1:NfUiEE??Ip0 CQMPANY
p• _ �;•f ••arts. J..$..•.' a n:fu.wx.MU. •• xri.fwcnM l::no.tN,,a.SYbn tti'Ifi S.VI.BIL11JORE G?AF.C.T
+ F' VMrs:i.9i?IIIIi-ri:? fn*:l7W iM%1-i!il
PORT n
"• t—mnl tnlaM2Cal.t:;n, ..,.tl%c.y-.aat�Ba UHAWING No
S^a STATE OF E0-woarfe t.x;
r '' k7u.,EA A..1'.Of n :• _ an twn..w utr pr...
u:r
4 ...f...... tue `LLF :eaten to g ira .
�VIS & V7
BOY V/g 111.1k,IG RAR 11�V/9 �O REAR Y/6 6c V7
C'.
�TYP
END CAP END (.'.AP
END CAP 77777
.........
.......................... .. ..........................
................. ............................................. ...................
.............
........................................ ................
'SLATS
....................
SIAT-F "SLAIS
........................ --- ------- .......
............ 14 .........
........... J5
SLATS SLATS
..a _...._... .......
........... ........
.......... .............. ..............
0/8
SWI S 0 'SLATS 0/8
0/8
................ ........... W/8
fil 0/8 ........... ........
.......... 47 ;a
I ATS ........ A,
................ ...............
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..................
Ob
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.............. ..................... -SLAI D .........------- ........................
_ says
............................. .........
........ oyp. U1, E'1`40) ........ (Typ. Ea, Et,4r))
................
SLATS
..................
A
(Typ.)
7LA!S
/Z ST,)RLj aA;O SPACING"///
(SE ................
E S,LrF
_.i...__'--'------. . 777
IY/6 & Y/7 Y/S & V7
i V'/9
.11 StAr SPM
.................. 20) ........... ...
%:1i(%)UI.E1 i -.1 t,.I.Ar 5-W1
ON SWCVS 15
(,Cc Wifnistr.r,ON ii"IXT 15)
TYPICAL SINGLE UNIT ELEVATION W10 STORM BARS
NOTE: SEE SliEM 2 et � FOR COMPOYNENIS NOMENIUMURE'. TYPICAL SINGLE UNIT ELEVATION W/ STQBR-@An
2 & 3 rOR Ce,11,4PONEVITS NOMENCUJURE.
N A SHUTTER HEIGH
CASE I. a TTrR iii-w-l! EQUAL OR LESS THAN IV.-O'APPL)c�Yfnf TO iNSTALLALI)ONS W/C.
, ORM BAR$.W/ STORM. BARS OR W/ 'STWV EARS&MUI.LIDNIS W/ !]EiG�%!S UP
TO 11'-0'.
(o)C1,171AN SHALL START W/#I SLATS AT TOP,f-011-OWEI BY#2,13. ..... THERK'ArIIR. At-:.
'HE WAY WAN.EA0i SLAT P SHALL CONSIST Of MIM.rK.(5) SLAOS OF T14AI
NUMBER. PROCEDURE FOR AD01W. SLATS 0OWNWARO BELOW#1 SLAT SiiALL K
CONTINUED UNTIL TOTAL SHUTTER HEI'liT 0,COMPLMD, 01JAiag'y OF FINAI. SLAT HUMLIER
NSIALLED BEFORE MTIOM SIAT@MAY VARY AATH SHUTYER'$HEIGHT'.
13MOM SIAT@MUST Y11'./A.WAr.;INSTALLED.
gA5"1:swurER iiEi(.HT LARGER?Tiv,4 I V-0-APPLJWKE 10 INSTAI.LAI*1•15 W/O STORM ppfltl FLORIDA!BUILDING CODE(Nan High Velocity Hurdcone Zone)
BARS AND W1 OR W/O MULLIONS W/Kril-R+LWrER 11" 1!'-1- 0 2C it TPLYCLO�11G
27
r.P.L.
(:URTA;N Siikl. #1 SLAT!,AT YOP, FOLLt,'qvED 3v DiCRZAf-,PP. ALL * Nautilus
111E W0 O(WlN.VKM Stkll # ,i,Aj.r..Cc!NSiSi or miH FIVE(B)SLATS' iW%1HAT '�tAl
-A-
SL,�-, SHALL. BE ;%:� Rolling Shutter System
0 R. PPOCEC11JRE FOR A. 11 0 NWARC BELOW #1 IL Ecoll"Ci. -TN—C
::NIL #10�,�T IS INSTALLED. AFTER j10 SLAT (B jNSTA!.4 F.:?� ADDrrN,14AL. #10
COWINUE0 F, EXPERT SHUTTER SERVICES
ji.ATS MUTT uSf.,,)TO rFE gq.L sRUITER HEIGHT.
5GOu '
BOTTOM FATt,4V'U BE. -t WA`� !NSTAIA.W. 3AW4
DRAMR0 NoSIAC .QPORI
rLWDA ail,:
;TONAL,.,,0'
................ ............. ...... .................
FUJI*!) -.511c"TAP,"445 X,%1V Y', OR
C0Nr.RrTEj 0'a"015EN" .5• W TOill: Pyl IW!;—`,E:X rt71, 5CRE'.
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0 24,0
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6
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PD-URE0,CONCRM, 1z OR(;KOUT liv.V)
OP. QR0)I FILLED CONCRETE DLOCA
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CLASS , (arrolm)
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SEE ANCHOR !SEE
SCHE(Alic��014 SEE ANCHOR
is•18. 17
50F�.'TS,*Iii. 17 SCHEDULES Oil
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A: 18 silais m 17 '.. / p
:
18
RAI ION sf.'PAAATj0N
vi, sr"FARA74ON Min SEPA
GLASS DMIOR N TO GLASSTO GLASS ....... MMOR
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1"I SHEET 1.5)
(POI,
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0/8 0/80/8 0/8
0/8 0/8
POURED VONCR.M.,
aCH GW,)Ul PLLk",--
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CONCRETE BLOCK CONC'RE'TE 5LG-K
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YlALL QF.QMRI:f, OR GROUP FILLED
WAL, REWIRED.
CONCRETE
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1/4" k.1;W.) REM). 2 M;n. Ell
21, n a4
WALL MOUNTINGFLOOMEILINGI TRAPPED MOUNTING_ BUILD-OUT MOUNTING
SECTIONS -YT11j; FLORIDA BUILDING CODE (Non High Velocity flui(iconv Zone)
INSTALLATION DETAILS ON EXISTING POURED Nautiius
CONCRETE OR GROUT FILLED CELL CONCRETE Rolling Shutter SysternLUTE
Miry r 51,1111 ENGWIARINC COMPANY EXPERT SHUTTER SERVICES INC.
BLOCK BUILDINGSI "
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c! 4"0c. SECTION WLSTORM BARS
FLUSH MOUNT (WALL) OF, is'SLIP '34 1/0-sur OR 1/8-SIP SECTION P-P (PLAN)
TRAPPED MOUNT BUILD-OUT MOUNT
BUILD-OUT MOUNT
SECTIONS 0-0 (PLAN)
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
'WALF 1/4'- I'
.............—
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SECTION 0 -Q' (PLAN)
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CR /a 501 OR t/8, Sur. ORIENTATION #1
tpJ OR )/0-SLIP w;1.�S-SLIP @ ;OF, 1;0.slip OR 1/0-�L
)f WALL MOUNT END MUI I ION
SECTION O-Q SEC
MON Q-0 (PLAN) SECTION R-R (PLAN) SECTION R'-R' (PIAN)
ORIENTATIONORIENTATION #2
I ORIENTATIONS #1 & #2 ORIENTATION #2 A) 0 4 'Q
WALL MOUNT END JULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION A�
.................. INSTALLATION DETAILS INTO MULLIONS G.G1,G2
R 1/8,'Sul" "IF SLIP
0�`
2"x4" OR
" 2'.4" OR 7` ALTERNATIViF.-AY I-o cii)
................................ ............
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(SEE -HECT 2c.) SCHEilx;LE' AA,'�,' 1&'12 1/4"o—.200/4" S.S.
S,0 I V) Wj NUT MAY BE LISED i SECIION 0'-Q' (PLAN)
4
F6R -HIS 0'.)N1NECTf()N ORIENTATION #2
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.................................... ------------
WALL MOUNT END & INTERIOR MULLION
A.—
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............... L
0" A TIQ t,41.
OR Via'SUPFLORIM eUILOING CODE (Non Mqh VvIccily Rurricatift Zone)
ata.
art ti 8"SUPS
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FLUSH MOUNT (WALL) No 44167 * Nautilus
BUILD-OUT MOUNT Rolling Shutter System
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110E
EX
'111 If TESTING &EN
SECTIONS 0'-0' (PLAN) • PERT SHUTTER SERVICES INC.
-azii Sw.BrONIORr.STREETPORI M Pt 34064
DRAWA
INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS No
-11, 1 0—
TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES
STEP 1.OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS
SPAN"L"(ft)TO PRO-1 ECT IT(SEE GENERAL NOTE#2.SHEET 1),
1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL
STEP 2:ENTERTOCHARTS (Ia. lb & lb') THRU IC ON SHEET iS TO DETERMINE.BASED ON AN IP211 DEBASED ONCHART to ONSHEET'15. IT SHALL BE MEASURED FROM BACK
SLAT SLIP(in),ANCHOR'IYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING THE OF SLATS TO GLASS.
REQUIRED MAX SLAT SPAN"L"ft.
2.ENTER SCHEDULES to THRU 2c ON SHEETS 24.26&26 W/A.S.D.DESIGN LOAD:MAXIMUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC IOPROCEED WITH SPACING(MAX.,12',8'OR T), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)Wt ALLOWABLE
PRODUCT INSTALLAT'IONVEIRIF'I(',ATIONi INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN i§3).MULLION TYPE
MULLION ORIENTATION.
• ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE.
3.SEE SHEETS 10,10&11,11A,12,12k 13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE.INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO
FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE
LtAm:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED
USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF 807H STORM BARS AND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART fc.PROVIDES SEPARATION SHALL BE BASED ON CHART 1c,ON SHEET 15.IT SHAIJ..HE MEASURED FROM BACK OF SLATS TO
'10 GLASS FOR PRODUCTS WiO OR Wl STORM BARS(SEE STEP 4). GLASS
STEP 3:OBTAIN INFORMATION 014 PRoDucrS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W/A.8 D.DESIGN LOAD AND s'rORN1 BAR SPACING AND DETERMINE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&W ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT).
THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING
TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET'23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR
(INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION To CONCRETE TOP
&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR
STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&C)INSTALLATIONS
FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR
SPACING
PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES Ia THRU 2c ON SHEETS 24,25&26 W1 A.S.D.DESIGN PRESSURE RATING,
1.M1141MUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,IT,8'OR T),AND DETERMINE MAXImUro MULLION SPAN 11
CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)WALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN a;d,)).
MULLION TYPE&MULLION ORIENTATION.
2.ENTER TABLE I ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE
MAXIMUM 5.SEE SHEETS 10,IDA,11,1 IA,12,12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP
ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(,TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE
FOR A GIVEN MULLION TYPE tO.14&'b$)-
3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR
SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PER STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 0&C) STRUCTURES. =-E SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME
STORM BAR SPACING. rRUCTURE8.
........... rLORMA SOLDING CODE(Nor. Nigh Velocity Hur,icono Zone)
SF,-.7
01
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Nau
tjo-44167 Rolling Shutter System wncr
11LIECOm,
% TlUn TE,—NG ENG,,wR:f,r COM?... EXPERT SHUTTER SERVICES INE.
S
'-lA"F4 z- Uc '.M-.
PORT el 'U'r,•;L 3.0154
MW'71.90..'":
'.Ork a MIA j, 11L
2f,
................. ......
SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP)
FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.T),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wt OR W/O
CHART Ia CHART Ib CHART Ib' CHART IC
115E RMUM VALUE BEtWMN POSITIVE AND NMATW AS,D.LOAD
318"0 KWIK BOLT 3 ANCHOR 5/16"m TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR USE MA MIUM POSITIVE A.S.D.LOAD VALUE
POURED CONCRE-!E TO POURED CONCRETE TO OROUi F17ED CELL CONCRETE BLOCK
MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN! REQUIRED MIN. SEPARATION TO GLASS
AS.D. "LMAX,• (FT) 'LFANO.' (FT) "LMAtt.' (I f) MEASURED TO WK OF SLAT (in)
DESIGN
�RESSIJIRI WALL TRAMPED BUILD-010 DURD-OUT, MALL 1F.WPED BUILD-OUT BU¢d-Dur WAIL Tt1APPEII BtmD-aur DwLn-DUT .. W/O STORM(14R5 W STORM BARS
RATING MOUM ELWNr YyyoD�,7uN,T,t�yc��, MWM W/tE MOUM NOUNi yT UNT,p[a, MOUNT W/�E� MOUNT MOUNT M YpU7Et W/(r)
(paf)
GIVE NO7LS k SEE 1DtE5 t S�t3'I $It Toms* SEE N= F S E Bons a �8��� sFl NOT[ # SEE N=F S E NOtEs 1 ��* SR kpTEg I Nd X3 WINDZONENO Z,N "NO ZONE
30.0 2U'-•U" 15'-4" 20'-•0' 2D'-0` t5'-4" 20 O 78 0 1U U ....... 15'.-6".
20'-•0. Ir..;}" 201-0* 7 '_.0" gC'_0.� T,i- .
33.0 ................ 8 .....................................0 T8'_0' IG'--3' 20•...0" f:a'-0. 16'_3. t4._U, !" 74 1/2• a• .7"
-�0_...._'_'7�'-Z'_---.10_..7_............7F"E'- .:.10-U-..... .14`5" 1T_4" Id'-1p•' tgt..tt` !n'._.5` 14'-f0' 1'L'-y" I' 14 1/2. B. .7�.
15.0 2U'-0" iv-0" !A'-•0` t5'-J" ?D'-lJ" 14'•-2" I6'-0" 13'•-y' 1..... 14'-2" 13'-y" 12.'-0' 7' 74 1/2' G' 7"
.._..__.__.__ _........,__..... ......_.._____..._._...._..__._....._...__......_._ _...._.. -__....__....._..____._.. __. ......_._........._...._._......_._._......_._........_�_____._.....__.. ._._.__._...__......_.___.__._..___..._.............._...,.. ___._...___._. __...__._....
........_ d?._._20_.p` .....14._-70`.......__t 5_'9_...___}.�s�::��_......_........:".�... 73-1.. Td'-10" IZ'-!0• tE'-: 13'...7• 12•._g• 7T'-0" 7' 74 7 2- 7'
t. _..... .......l.'t.......!1�_._. ..i:i....a" I:f'....q^ ..........:...• t2'-4' 13'..1 t" 12'-1" 75'_.0" 12'-4" 12'-D` tD'-6" I" 14 1/2' 6" .7"
._._.14--D'....."__�2:_.2e__. .. ... .._!i_._a�.__.. __-� _Z:..... ...."_r_.5�--. ...'.M1._7 ..........11�..�.;:.... ._.....'_ :.._�UT.O'....._ _...'... ._..14.....Jz......_..,f.......... ........T.
:.. ..._..._.__........................__..._.....__--._..........._.....__....._...._. ._ ._..__._._._._.__•_._-._._._..----. -..._...._........... ..__....._...__.._._,.___...-..-_.._.._..._.... ._._..._......__-..-__._._..--
!8II'• 1.3'-11` It'-I1" 11'-C" 1Z'•-5' 10•71 13'-4' 11'-U" 10'--10` 9'-6• 14' fi T
....70.0...._.-1.1.:::4�.............�.?�'.}.�...............13'-3" i..._q•' is, a, 10'_6" 1p...tU' 10'_4" ll...y.. 10'-a" 1U"-A. ..<.L'-G7" 1' 13 1/2"
7" 121-7" 10'-70" ,14'-3' !0'-•U' 71'-4` 0'-11" 12'-0' TO'-U" 9'-7U" 8'-f0' I' 13 1�2" 6" 7`
80.0 IS'-B" 1t'-0" 12'-0` 10'-5" 13•-T -r'-5' IO'-10" 3'-T 11'=T B'-5" 0'-3' 6•-fi' 13" G" 7'
85.0 . i -0' 10'._6_ :'i'-•7" 70•_0• t3'-0" B'-3" 10'-S` ... 11'-2' y'-3` 0'•-C' &•-3" 1" 13
.._....,.......__.__._..__..,_..._.._.�......_...__.....__..---._..__.....____..........._..._._........._....................----.._......_ ._......._.__......_.._...............----.._...._.__...-......._._..._...............__._.._..........................._...........................__.._..,....._.._..-..q_..__..........__.__.........._..._.._.
._..._�Z__°.....___._A.;'70 ...,.....70-..7 8'--11 10'-B" 0'-10` a'-w" 5'-'0•• 1" 12 1/2 8" 7"
95.0 13'-•.. 0'-8' fU'-4" y'-.d• 12•...0 8'-5" J'--9' B'-7" 10'-4" 8'-5` T-g" t• 71 1/2' 8' 7'
......_.._........._...___..___.._.._.._....___..-..-...._... .................._......._._.___.....__....._..._....._._......._____.._......_....._......_._...._.. "......__.__.,._.•....._-.____._.._........._......._._..._...._._._.__.....__..__..._..__..___..__....... .._..__.__.._...___....._.--.......__-___..._.._.
700.0 12'-g" 9'._d• 10'-5' S'-1` 11•_A" a'-4' g'•••5' 8'-4' TO'....0• 8'-4' 8'-3' 7'-6"
-U 10'-1 R'-D' 1-3 a,..0` y'_2" 6_z" g'...6 g-p^ a_0^ 71..4" 1 11 1/2" G` ..............
_.
110.0 71-7 a-a .. 10'-._..__a-U U .i 1 Y-10' 8'-10` '7'•-11' 9'-3` 7'-10' T-U" ')'-2" 1" 11 I/2" G .....7'.
.._..__.._..._-..._._..................__._._..._._... _........... .... .. ..._......_.__...._ -._._._......_..................._�.._..__..__..._.._.._.._,.......__..__...._.._.___._.....__..........._._..._.............____...
i 7'-!' ......_6-5' 9'-6' 8-4 7-8 $'-$" T-8" 9'-0° Y-8" - i 1/2 7'
..-......... ...........____._...._ ..._..._....._ _._.__......... .. .........._..._.-........ .. ..._....._-._....__._..._......._......... .. __............_.......".._____............._..___.._._ ...
120.0 tU R B'-1" 9 i a'--i` 10-3' T-5" 85" 7 b a'-tl' T-fi ••I'-5 fi-n 1' '"11 f ••• 7"
......... . ....... ........ .........__........,_.._. _..-.-......... ...... .........,,................._....,_............ .._ ...._...._...._. ... .».._..... _........___.....
25.0 tU•-2" 7•-g" y'-G" T-11" /' 2" ES ?• T-4" 6'-8" 7'-2" 7'-3" 6'-8" t• 11' 6" 7"
..._...._._....... ,.._,_......._,_ _.........____....._...._.._...._.............._•_._.....-'-.._...:..�__`___..___.__._....... ...._._,...._....._..._...._..._......._................_._..........._....._.....___............_.___.._. ......................._._.._.........___..._..._.... .__.._......___....___._._._...
130.0 9'-10" T-6` $'•-B" T-8" W-y 7'-0' 8'-0' 7'-2" B'-5' T-0" 7'-2' 6'-6" 1" 10 1/2' G" 7'
.........._.__...._._.. _..
. ......._.._.......___.____,_.._._..._._....._.�........_._.._...._.._...._._..___..._._.._._..___..._.__.____..,_.._._� ._.._ ........__.._........_.._._._._.....____.__.........__. ............._......._..___..._,._.-,,,_..._.___..__..._._.. __...
_..135.0 9'-5" 7'-2' ...._8...- _."......._7..��._............._`'1..�:.-�'�......._..._�.'_10�.".........._Y.-111".._ 7_1• 9'_3` 6•-t0^ 7'-0' ff...5` 7" 10 1/2" a" 7'
..................._...............-'-_-..___....__. ._..__......._..._._.....-._---............__._..........,,._..__............._......_. .......,...._..._..........._._......................._......./_......._.._..........._......_......_........
140.0 9'--1- 6•-11' 8•-4` 'T-5" n'_.7` ............................................. ................ ........ ........ ._......_........._.._..............................._.-_...._-_........................_.........._....._.._.....I...................._...._._...._................_...._..-........,__............_........_.. ,
V-3` 8'-10" ._ 7'-G' - 7•_10^ ._ - - 1" 10" 6' '7•
150.0 a'-G' a'-0" /'-7.' 8 - 7 ... 7'-9' - - - 10 6" 7"
_..._.._..._..._...._..........._.._._..--"...._._._._..._...__.................._....._._.._._...._....__.._.._................-...._...»........__._,._............---._._......_..........._........._._.._._.._...................... .. .__
155.0 ........._....._.___..._..._.....-........_.__;..._._......_.......__..._....."..__......................_._. _
..$'-3" - ........._7'"-.fU._...,...._�-;t�.. H_3- •• Y-2" 7•_7" ... _ ... i" 10• G" 7" }
....._.......•......._....................,..,................... ...................."_.................................._...... ........._._................_............_._...,._......_...._._.__....................................................._.__._...........___.............._•...._.___._............_. .........._-..._..
760.0 8'-U' T-tl` 6' 8'-0' - T-7' - T-5" 1' 10'
Holm
.. ABOVE INDICATED MAX, SUAT SPANS kWe BE USED AS LONG AS
ANCHOR SPACING SCHEDULES ON SHEETS 0' & 18 INDICATE DiATAN
tuuann p /
SPAN AND A.S D.r�1DESIGN NG 1S APRE S RE RATING_ CORRESPONDING SIA'f
FLORIDA BUILDING CODE(NOn Rlgh Ve1061y Llurde-e Zonn)
l.. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH :`�$�•:��`G,. SF Olq,lry TRE:O otC. O:AriN Ur:
3/8'0 KWIK BOLT 3 ANCHOR OR 5/18'0 TAPCON XL-ANCHOR, IN F :, * Nautilus
POURED'ONCRI=TE OR GROUT FILLED CELL CONCRETE BLOCK, OR ._=...._..: 44_167 = Rolling Shutter System
YiiTH 1/4"6'TEK SCRTtS AT MULLIONS CONNECTION.VALID FOR 3 �,;1"..,••tea=;;�;A�-,��=='t._-�;-3r� pL 6 C O tqt.
'r7ALL MCUNTEEO, TRAPPED N7UUNTED, AND HU&I-OUT MOUNTED. = L-------- LL' TESTING C.ENGINEERING COYPAN'/ EXPERT SHUTTER SERVICES INC. --
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FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.Q.DESIGN PRESSURE RATING&SLAT SPAN RANGE t
WALL MOUNT
WoS SPAN RANGE
DESIGN
PRESSURE
RATWG 0'-4't } 4'-5't > 5'-6'i a B'••T t' > Y-9'`1 > 9'-12't > 12'-16't > 16'--20't
imm(P.O.
_.........__._._................................... ......_............. ......_........._..._.........__.._........_..... .................................................
_...................._ _._..__......._ ...__...... ......_
.. ....... ..... .
>... g' g" g" g" g" 9" g" H"
:�. 9 ... 9 .... 9 B" 5 5/B" 5 5/8-.__ 54 i.T t NQTH:
> y,A MAX SLAT SPAN FOR A
9" 9 9 F 1,,2,..... ... > 5/8
...... .__..._.... ...... .... __
GIVEN A.S.0,PRES URE RATING DESIGN
GSHALL
> .-•taD g ._ .._.. __ 7.' ..6 .. _. SPAN INDICATED EX
_.................... .... . _.....__ _.._........... .._...-. ......... _.'._......_..
EXCEED MAX. SLAT
>147-t6o .g•.. f�" g" 7" 7'• _ INDICATED ON SLAT
SLAT SPAN EFINITtON PERFORMANCE CHART ON
TRAPPED MOUNT SHEET I5.
oE51cN SLAT SPAN RANGE
PRESSURE
Rmc 0'-4' t > 4'-5't' >'S'-6't > 6'-7't > 7'-g't > g'-12't > 12'-16't > 16'-20'T
E(P.O.
'>,1-40 ter: g, 9" 9,. 9.. 9,:
.._.__.......___...__..._.._.._ .........._...----..._.. ..._..__.._.............._.._......._..............-----..._._.._......_._...._............._._............_.....__..._._......__.....__....._._._._._.......
g.. 9" 9.. 9"
......_..._.............._..._..............................._.............................._........_.. _ ......__...........................,.._..._._...._....... ...,.__._....._........................._.._..... _......._...._._.__..__
........... ..........._..__....__..........__....._... .............. .__._._................_....._......................_........ ................. __..........._....._......._
:•.os-t.D g` g" g. 8 1 2" 8"
BUILD-OUT MOUNT
"w• 5•• SLAT SPAN RANGE
DEWN
PRESSURE 0'-4't > 4'-5't > 5'-6"t > 6'-7't > 7•-9't >. 9'-12't > 12'-16't > 16'-20't
RATING __. ff _
ICE(P.e. _ lE� CE-- ' ,E� i �E3 lE iE �E� �. ..._ l {i CES DE� U « (E7� LE3 t�,) (0 (�i LE�
JU.0 g" 9" 0" 9- 9" 9,
9r, W. a,. g„ ....._3•, 9" 9" 9• 9" 9.. g. 9., 9'• 3" 7 3/4: .7" 7' S rt/H
-_.....___..........___.__.............._..._.,...........__..____..........___..____..._._....._. ....._..................-__....... _ ____ _ _ _ _ _ _
_... ..._ .. ........... "r�_ _.._. .. /
>3i 40 9" y" a, 9• gr. 9.. y.: 9" 9• 9" 9" 9" 9. 9. 9" 9" y, 9„ .T, 7" 6:. 5 .> B" 5 5 R' S 5 8
.................................................................... ......_.................._.... ..._.....................................__,.L__.... - . _
,41-60 9.. ._....9 ..._. 9, g, 9" _9" 9, J g 9, y.. 9" 9.. 9" 9" 7 1/2" 7 1/2" 6" 5 5/8" 5 5/8" 5 5/8' S..S1H" 's S�H
_................. . __.._.. _..__._..._._._.._...._......_. ....- -— _... .......__...._..__........_..._.._...._.....- - -..._....._.............__._... -----_. ........---------._.--_...._.._._.._....._... ........,...- . -- _.. . _........
>61-90 9" g" 9' 9. 9" 9" 9' 9" 9" 9" V" 9" 9' H" 7' S 5/8" 5 5/B 5 5/8" 5 5/8" 5 5/8" - ... - -
._..__._..._._......................._.......__._._..................._..__....._._.. ... ...................................._.....___.._._._.__._ _.__._.._........_._._._......,,...................--_..,.._..........._..._......_._.._._...___._..__.,....._.........._...__......_..................-"--.___.._..._.........._...,........._....__......__....-..._.__..-._-----
>E",
5 g' 9" 9" 9" 9" 9" 9" 9" ,_9".__._...._8" 8" fi 1/2' 6 3/4" 6-3/4" 5 5/8 5 5/H" 5 5/H" S 5/H .... _ __ _ _.. _
....._. ........_.._...._.._..................:.._......_._.__......_...__..........._._....._._..._................_.__.._._._.__..._...._..........._ ..............._..__......._......:..................__._ - -... ... -- -...-__ .........._ ........._.. ....__.----._....... ...___. ...._.......
> 20 9" 9" 9" 9" 9" g" 9" 4" H" H" E" 6 1/2' 6" 6" 5 5/8...5 5/8" 5 5/8` .._
.._....__......_..___.._......-.___.__....__._,_...___...._.__......_._._............_...__ ..__�..._._._....._...._..-_._...__.T.._.___._...__......_._._....__.....----_____._.__.._._.._........,. .._.._..._._...._._...._O_................. SSa, ww ....,..'............._... ....._.... ...._.... __........a6o 5" g" 9" H" 8" E" 7" T" 5 5/B 6 3/4" 6 3/4' / 5 5 H 5 5 fl
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