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FL # FL5790-R13
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer American Shutter Systems Association, Inc.
Address/ PhonelEmail 4268 Westroads drive
West Palm Beach, FL 33407
(561)209-6263
We eley0eastern meta I.com
Authorized Signature BIII Feeley
I rod ri g ue zCM ea st ern me to I, co m
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
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 the Trevor Johnson
Evaluation Report
Florida License PE-65624
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By John Henry Kampmann Jr.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
��Ir7'�i�C�iT+T«il7.ii - r • j
Standard
Year
ASTM E-1886
2002
ASTM E-1886
2005
ASTM E-1996
2005
ASTM E-1996
2002
ASTM E-330
2002
TAS 201 202 203
1994
Florida Licensed Professional Engineer or Architect
FL579D R13 Equiv E urvalencySapdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/14/2020
Date Validated
10/18/2020
Date Pending FBC Approvai
1012512020
Date Approved
12/15/2020
Summary of Products
FL V Model, Number or Name
5790.1 58mm Bertha End Retention / Non -
Retention Roll Shutter System (Non-
HVHZ)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant, Yes
Design Pressure: N/A
Other: This product shall not be installed within High Velocity
Hurricane Zone. For design loads and spans refer to engineered
drawings (installation instructions).
Description
Roll Shutter System (includes View Port Option)
Installation Instru[tlons
FL5790 R13 II InstailationIns"ctionsSS.p&f
Verified By: Trevor Johnson, P,E. PE-65624
Created by Independent Third Party: Yes
Evaluation Reports
FL5790 R13 AF Evalua1LonReportSS.Qd
Created by Independent Third Party: Yes
Contact Us Jk2 8iair Stone Roil•_ Ta l la hassee FL 32399 Phone: 550. 487.1624
The State of Florida is an AA/EEO employer. QUp ht 2007.2G 13 State a? Fi on". Pnyacr Statement !! 612MAjbifity, Z*wr..nent ;_ Refund Statement
U rider Flo nda law. email addresses are public records. if you do not want your e-mail address released 1n response to a public -records request, do not send electronic
mail to this entity. Instead, cc ntad the office by phone or by traditional mad. If you have any queStlons, please runtact 950.497,1395. •Pursuant to Section 455.275[I},
Florida Statutes, ef/ec4ve October 1, 2012, licensees licensed under Chapter 455, F,S. must prove de the De part ment wl it an email address II they have one. The emails
provided may be used for official com mu n icatlon with the Ilce nsee, However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an ama 11 address wh lch can be made available to the public. To determ, ne if you are a kicen see under Chapter 455, F.S., please dick here .
Product Approval Accepts;
M Cl ® 0.7
Credit Carry
Sate
SLAT SPAN -
TYPICAL SINGLE UNIT ELEVATION
SINGLE SPAN UND INSTALLATION - R-T,S,
SLAT SPAN _� �_ SLAT SPAN —� �— SLAT SPAN
TYPICAL MULTIPLE UNIT ELEVATION
INTERMEDIATE MULLION RWUIffO POR INSTALLATION - N-T.S.
GENERAL NOTES
1, TK4 ENGINEERING. LLC. MA5 NO CONTROL OF THE MANUFACTVRHNG, PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC PLANS
WERE ENGINEERED IN ACCORDANCE wM ACCEPTED ENGINEER+NG PRACTICES AND TEST DATA PROviKD BY THE MANUFACTURER,
2. THE ROLL -UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT KkS BEEN DESIGNED RN ACCORDANCE WRH THE 2020 (7TTH EDITION)
FLORIDA BUILDING CODE (FBC) AND THE 2D16 INTERNATIONAL BUILDING CODE (IBC). THESE ROLL -UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH
VELOCRY HURREANE ZONES (KIWI-OAOE COUNTY/BROWARD COUNTY], ROLL -UP SHUTTERS INSTALLED IN WIND ZONE i (SEE FBC SECTION
1609-1 .2.2]. DR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS- DE51GN WIND LOADS SHALL BE DETERMINED A5 PER
SECTION 1609 OF THE ABOVE REFERENCED CODES, MI ACCOROWCE WITH ASEE 7-16, AND FOR A RA51C WND SPEED AS REQUIRED BY THE
juMSDTCTION WHERE THE ROLL-uP SHUTTERS WILL BE INSTALLED. THE ROLL -UP SHUTTERS ADEDUACY FOR IMPACT, DEFLECTION, AND FATIGUE
RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION TBU9.1-2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330, ET066 di
E1996, AND TAR 20t, 202, AND 203 AT FENESTRATION TESTING LABORATORY, INC. AND AMERICAN TEST LAB OF SOUTH FLORIDA PER THER
REPORY5 (SEE LIST OF REPORri).
1 LMITATTONS OF USE:
A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES {SEE FBC SECTION 202).
B. THIS PRODUCT IS OUAUFWD AS 'NON POROUS" THEREFORE GLASS SEPARATION IS NOT REDuIREO ExCEPT FOR THE FOLLOWING LOCATIONS,
• ESSENTIAL FACILMES AS DEFINED IN ASCE 7-16
• WHERE THE SPECIFYING AIUTHDMh• HAS SPECIFIED 9PTPDMAL APDIMNAL PASS5/FAIL CRITERIA IN ACCORDANCE NTH AVU E1996 FOR
PRND 70NE 4 AS DEFINED IN ASTM E1996 WITH mMFICATIOFI BY THE F9C/IBC SECTION it"-I-Z.1 (F6C: LQIrArION$ WITH LULTIWIC
WIND SPEED GREATER THAN 170 MPH].
• INSTALLATION IN THESE LOCATIONS 5MU MEET THE MINIMUM SEPARATION TO CLASS TABLES ON SHEET 9. THE SEPARATION TO CLASS
MAY BE REDUCED BY USING STORM BARS ON 5NEEF5 16 To Z2
C. INSTALLATION WITH INTERMEDIATE, ENO, AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPRWA)_ FOR USE WITH THIS TYPE OF
SHUTTER SYSTEM
R. INSTALLATIONS SHALL NOT EXCEED THE I&MIMIJM ALLOWABLE STRESS DESIGN (ASO) DESIGN RATINGS AND MAXWUM SIZE LIMITS BELOW-
ULTINATE DESIGN WIND LOADS DETERMINED 6Y THE FDC kND ASCE 7-1a SHALL BE REDUCED TO ASO BY MULTIPLnNG OA (SEE FDC SECDEW
1 MS. 1.2 4).
38 PSF MAY. PRESSURE O 278- MAX. WIDTH
• 140 PSF NAK. PRESSURE 0 96" MA%. MUFH
• SEE TABLES ON SHEETS 7 THRODGH 72
E. IMPACT LEVEL D; 9-1/4 UP WIDE MISSILE IMPACT.
F. AND40ONC OR U IUDW CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS A14E NOT PART OF THIS APPROVAL
IH. INCREASE IN ALLOWABLE STRESS (1.33) HAS NOT BEEN INCORPORATED INTO THE DESIGN OP THIS PRODUCT.
4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE DISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM
THE SHUTTER SYSTEM ,MAD MULLIONS. EXISTING STRUCTURES NOT ASX TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC
PROJECT, SEE H07E 4 OF PRODUCT EVALUATION NOTES.
�•••••�ry- SEE TABLES ON SHEET 9 (EITHER ORECDON)
_ T== BEE TABLES ON SHEET 9
_may T
Ty SEE TA6LES ON SHEET 9 (EIMER DIRECTION)
EHL• 2ETENTION TRACKS NON-RLTENTK)R TRACTS
5. ALL ALUMINUM Lx-KURON5 SHALL 6E 606)-76 ALLOY [UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-i6 ALLOY).
8 SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN.
7. SHUTTER MANUFACTLIRC5 LABELS SHALL BE IR ACCORDANCE WITH SECTION 1709-9 OF THE FLORIDA BIALORNG CODE.
PRODUCT EVALUATION NOTES;
1. THIS PRODUCT EVALUATEDN DOCUMENT {A,E.U,) PREPARED BY THIS ENGINEER TS GENERIC AND DOES HOT PROVX INFORMATION FOR A SITE
SPECIFIC PROJECT; I-E. WHERE THE SR DONDITIOM5 DEVIATE FROM THE P.E.0-
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION, PURCHASE, AND INSTALIAWW INCIJUDING RIPE SAFETY OF THIS PRODUCT BASED ON
THI5 PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONDTIONS DETAILED ON THIS DOCUMENT.
S- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
4. SITE SPECIFIC PROIEC79 SWILL BE PREPARED BY A FLORIDA. REGISTERED ENGINEER OR ARCHITECT WITCH WILL BECOME THE ENQNEER OF
RECORD (E.D.R.} FTHi THE PPWECT AND WHO WILL BE RESPONSIBLE FpR THE PROPER USF OF THE P,EA, TIE ENGINEER OF RECORD, ACTING
AS A DELEGATE ENGINEER TO THE P.E.D- ENGWR, SHALL SURNHR SITE SPECIFIC DRAWMGS FOR REVIEW,
�H��F����:
1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIES TMFH SO
KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENDTH-
2, NO EMAJEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS, STUCCO, TILE, SONG, ETC. SHALL BE CONSIDERED AS PART OF THE EMBEDMENT.
3- THE ANCHOR SPACBIG AND DESIGN PRES6uRES ARE VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9- THE M"MtAM
EDGE DISTANCE FOR THE 1/4-14 & 5/16-24 DRIL-FLD SCREW IS 1/2• AND SHALL BE ATTACHED TO 6063-T6 ALUMINUM DR A36 STEEL tOR
BETTER).
FCNElai
FENESTRATOR TESTING LABORATORY, INC.
LABORATORY No, 47BO
DATE' DECEHBER 1, 2005
REPORT NO. 5
FILE NUMBER 05-410
TESTING PROnCOL. EMOp E1BB6 &
E1996-02
WIDTH TESTED•120. 9 OP-140.0 PSF
LABORATORY No. 4744
DATE; HOVENBEA 14, 2005
REPORT W. 4
FILE NUMBER 05-41a
TESTING PROTOCOL: E330, E1BB8 A
E1996-02
WIDTH TESTED-97' 9 DP.45 PSF
LABORATORY No- 4740
DATE: NOVEMBER 14, 20D5
RDPORT NO. 3
FILE NUMBER 0G-418
TESTING PROTOCOL E330, E1886-02 &
E 1996-02
WIDTH TESTED-120' 0 DP-23 PSF
LABORATORY No 4944
LUTE: JUNE 17, 20D5
REPORT NO. 2
FILE NUMBER 05-415
TESTING PROTOCOL; ES30. E1S66-02 &
E1096-02
WIDTH TESTEO.201. 0 DP-80 PSF
LABORATORY W. 4596
DATE' APRIL 25. 2005
REPORT No. 1
FILE NUMBER 05-415
TESTING PROTOCOL: E330, EIBM-02 &
E1991502
WIDTH 7ESTED-242-5' 0 OP -SO PSF
LABORATORY Nc. 2760
DATE: AUGUST 31, 2000
REPORT N0. 3
FILE NUMBER 00-286
TESTING PROTOCOL, TAS 201
STORM BARS TESTED: 2x2r1/4, 2r3.1/0,
2x4. 1/% 2.4.114
,AMERICAN TESTING LAB OF SOUTH FLORIDA,
INC.
LABORATORY No. IO926-0E-09
DATE: FEBRUARY 2, 2010
CERTIFICATION No. 09-0203.02
TESTING PRO7000L: Ex30-02. EI566-0S
& E1"6-05
WIOT1 TESTED-204. O DP:62 PSf
WIDTH TESTED�120" 0 DPTOG PSF
LABORATORY No, OBO3-01-12
OATS: OCTOBER 15, 2012
CERTIFICATION No- 2680-01
TESTING PROTOCOL 201-94. A Z03-914
WIDTH TESTED-72- 0 DP-50 PSF
WIDTH TESTED:95- 0 OP:2S P5F
WIDTH TESTED
-4a- 9 DP�140 PST
LABORATORY No. 080302-12
DATE: OCTOBER 16. 2012
CERRPICATIDN No, 265041
TESTING PROTOCDL: 201-B4, & 20,N94 Tit
WIDTH TE5TED-180. 0 DP-65 P
WIDTH TESTED•274. 0 DP�23 PSF ���N
WIDTH TESTED•102. 0 DP:140 SrPS l O* ,•"
lABDRA1VRr No. OBOSAS-12 4
DATE; CATION 19, 50.0 .r : b
CERTIFICATION No. 2B50.OF
TESTING PROTOCOL: 201-94, 2OS9%dw
203-94 ' "''�yT
WIDTH TE5TED-144" 0 OP-445/SBGa— 0
O. Z
LABORATORY No. DB03.04-12
LUTE: OCTOBER
CESFNC R]N NR- 2202-
rernNc PROTRR:OL: 202-94
WIDTH TESTED•96' 0 DP.25 PSF AlNI
WIDTH TESTED.72' O TW+50 PSF
WIDTH TES, EDe48' 0 W-140 PSF
E— m
Z
V ~
uJ OF7
�05CeJ
QUlm
AA -A _Z
m Z
� Q
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W J
ar a
o �
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Tjl
a �
131 sa
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�
I LET NVVV' SV
r
Ei
EXIS704 SmumptE. (TIP)
C[NICRETE. FILLED MA1, HOLLOW CAN,
TIMOER• ALUMMIA. OR STEEL
Y'
' ' r
.,
5/I6,6 TAPCON.
3/6-d AMCNER,
1/4-14 SCREW$. OR 1/4- H4Lx
5/16-24 $CREWS ET ) SLAT LOCK END OOIWECTOR
[SEE lf&KX MIXINT rAKrs LKRT DINER SLAT AT EACl1 ENO
ON SHEET$ 10 • 1 I FOR
fPAUAOY 1/4Y TAPCON S/eY ACCESS HOI,.E
9.2WINO 9' O.G NON -RETENTION SLAT
S/6i OR 13/16'E {SEE SLAT PERFORMAMCE TABLE
E10-REIEATM1OH WRACK Sf101'M
��'�' HOLE �) SiKII AR ON 5HEt:7 7 FOR 3" TRACK)
WALL MOUNT OPTION 1AJ WALL MOUNT (OPTION 1B}
A 1 1)i• EITD-111E7ENTFOTI TRACK - CTS. ' ^ 1 • luv KErENriON 7P A7[ •HET$.
t I/2
1/4'0 rAPCON
s a o-C.
5/a'r ACCESS THOLE
NON-RETENTM SLAT
(5EE SLAT PERFORMANCE TABLE
OIL SKEET 7 FOR 4- TRAM)
�wALL rlouNr ��PnvN 1c}
f XUFAETNFTld1 T9wO[ M.TS
1 1/2-
S/t67 TAR'�oR.
S/16-. TA,PCON.
J
3^,* AIUAN•
1/4-14 SCREW. OR
1.4�
314, S ANCHOR.
OPT{ONAL STACGERCD 1/4-14 SCREW. OR
1".'}-
OPi gNA1, STAGOEA[O
y/16-24 SCREW (TWA
2'K4'
-
ATTACNf1EHr $/1a-74 SCREW (T1'P)
�"x]-
AT[ACrYEM}
ESR 4' BIIIO-0iJr Ti161£5 ON
3-
4"x4-
(SEE 3. 61JILp-Oui LANCES oN
SHEETS 12 4 I3 FOR SPACING]
] •1
1/2' DR 1/i NIA TFRL-%N
SF4:ETS T1 k 12 FOR SPACING]
(SEE TRACK M"T TABLES
[AID -RETENTION
SEES t I FOR THa c"im)
CND-IQfEON
TRACK SHOWN
1/6. OR 1/4- WALL THICKNESS OPEN FACE AND
TRACK SFf76N
(SCE TRACK AKlUNT TABLES ON NON-RCIENTICIN
OPEN FACE AND
NON -RETENTION
pEET 11 " Tw"ESS) TRACK$ SIMILAR
TRACKS °AHITAR
SEAT HOCK END CONNECTOR
SLAT �LOCNNEHO CONNECTOR TLACK BAD
I/4-tA SCREW. OR `
E%fR OTHER RAT AT EACH END 1/4-14 SCREW, OR
S/16-24 SCREW rm) J
15/16-24 SCREW (Tw)
0.2- EIRi
ME TAACK MOUNT TAKES
O-2� MIN
(SEE TRACK MOUNT TABLES
ON BEET I 1 FOR $Ps[ )
ON SHEET 11 FDA SPACING)
$/0'. ACCESS HOLE CM)
S/6-. ACCESS MOLE (IYPj
A 411 BUILD -OUT (OPTION 7A1
A 3"
BUAD-OUT OPTION 2B}
!NO-RlRNTICN{6. NCWRETENTON N.T.f.
Fid#T[Ni1p1H 61101HFTE7Fr1oN- HLTS- NETS
NOTE:
ACCESS ROLES FOR 3/6' ^4GHCAS AIE I]/16.0
5/16'I TAPMM • 12' O C_ NT P1
BUILD OUT SECTION
S ElT6AE7FlFilOM / NON pETTNE{pR - X,T,�
�q
76Y11 SLAT
SIDE RA)L/rigCK
VERTICAL outo-011r
(OPf"W)
1/" SELF-TAPPWG SMS (TTP)
1't211/6- ALUM. (TIP) `N,,NCCj1
ALUM ANGi[
(OPTIONAL)
� IC
BDLR]-aur s'u d'._ J Re
{OPIIDHA.LIT
!if •74*
11
ExISTING STRIOTIKIE {TTp)
cONC*m, nLLED CMU. HOLLOW CW,
7YIB0. ALUMINUM. OR STEEL OPTIONAL Shy
FTIACMJEHT
S/15'" iAPCpH, 3/5'f ANCHOR,
A/4-14 SCREW, OR 5/16-24 5CT1[M' [TTP]
tSY, 4•. 37, OR 2• BUED-IN TABLES ON
SHEETS 14 TO 17 FOR SPACING)
NOTE
•. '-• SEE BDRD-N TABLE
2,4' CORRESPONDING TO
40"S7 THE
4•H4• EWSTIN6 STRUCNRE
4lL'l1�1h111[lllit 1/0' OR K/4• BOALr.
THICHI[55 LSEE TRKK
` YOA1AlT i OIA
514EE7 11 FOR TIKRT4Ey5]
• a SLAT CDC% END CONNECTOR
EYFRT' OTTHER SUT AT EA4CH END
0.2 ARM
END-RERENTAON TRACK SHOWTA, OPEN FACE
5/6•9 ACCESS HCE (1YP) AND NON -RETENTION TRA"S SIMILAR
1/4-14 SCREW. OR 7/16-24 SCREW (TTP)
(SEE TRACM YDLIMT TABLES ON
94 ET 11 FOR SPACING]
;14", 3", OR 2" BUILD -IN (OPTION 3A)
! 0E M7 Nf01 / IOaRErWM - X TS
0P11ONAl STAGGERED
ATTACHMENT
5/15•► TAPCCIK 3/8'0 ANCHOR,
1/4-14 SCREW. OR 6/16-•24 $CNEW {TYP]
IV (SEE 3. OR 2' BUILD -IN TABLES ON
i t SHEETS IS TO 17 FOR SPACRVG)
NOTE'
SEE SumUD-IN TABLE
CCRIREWONOM TO 1HE
8 • -� - BLRD 6ADFH AANST IM
- ' 4 t•Iy CXISIP406 STRUCTURE
1/a- OR 1/4• WALL THICKNESS
..•...7++'.•++ ISEE TRACK MOUNT TABLES 90
SHEET 11 FOR THICKNESS)
' SLAT LACK ENO 00HIRECTOR
• • EVERY OTWR SLAT AT EACH END
4
0.7" IAN
END-REIENTION TRACK SIO'/I1. OPEN FACE
S/B'� ACCESS HqE ['FR] AND NpN$TFi+TgN RLACHS PAlJAR
1/4-14 SCREW. OR 5/15-24 SCREW {TW]
(SEE T%WX WOW TARI6
ON SHEET I I FOR SPACING]
�3", OR r BUD I- IN (OPTION 3B) 5/8' AOCM 14ME fi
£ND411EiLNTSON A NON-RETEMHXI - N.T.5.
5/16'■ rAPCON LTYP1
1/4-R4 SCREW, OR 5/16-24 SCREW {TTP]
(SEE TRACK YOUR TABLES
ON 54M 11 FM SPACM)
$BIAY SPAT
1 LO-K3-K3/6• ALUM.
•
Ly44'.3/5' Alin
• •
`�
SIDE RA>L/GR,4CK
SIT 6-� TAPCON- 3/6•A ANCHOR,
■ r
• R/a-14 SCREW. OR 5/16-T4 SCREW
• • (SEE 3/5• ,ANGLES TAM ON
• '
5 SHEETS 1A A. 12 FOR SPACO C)
• H/4-I4 5E1H£w, OR 5/i6-N 5[6Sryl [TTP]
I'.
(SEE TRACx YDIINI FABLES
SLAT LOCK ENO CONNECTOR
VERTICAL BUA.6-N
■ ON SHEET 11 FOR SPACWGY
•E
EVERY OTHER SLA7 AT EACH END
•
• • EF�RETEIiDDN TRACK SHIOWRI OPEN FACE
• •
.. . AHq HON-RERFl/TAOHI HACKS S1AAR
•
• • S/I., ALCkA'S NOLE {TR]
SLAT LOCK M CONNECTOR
5/16'■ TAPCAN. 3/a•A ANCK.
ti O+ .•''
EVER' OTHER SLAT AV EACH ENO
1/4-14 SCREW, OR 5/I6-24 SCREW (TTP)
~ -
O2- MIN
(SEE 3/5' AHOLES TABLE ON
SHEETS 16 & 17 FOR SPACNC)
' IV@ ACCESS HOLE {T'R]
ENO-ArtDalON TRACK 540TIN- ONN FACE
- 1 : ■
AA/I NON-RETUTIION TRACKS SIMILAR
-
nL3x3x3/8 ANGLE BUILD -IN (OPTION 4A]
n L3x4x3 8 ANGLE BUILD -IN (OPTION 49)
�L
BUILD -IN SECTION
: 7 ;s
E aR[TTiHTTDN a KR-RETISVRON • N.rs.
FnQR[7EKTHw NokBETRHnoN itsD^
n rx n?F xiioil •• 1Lii
+ .,
NOTE ACCESS HOLES FOR 3/0• ANCHORS ARE 13/1a-"
O
Z
c.7
d 05 f"
�bW
W Z
=F
1 Q =
Ara Z
I.LI J
l r'1 CV
INTERMEDIATE MULLION BUILD-". IIuILO-OUT, END, EXISTING STRUCTURE
OR CORNEA ML41IOX cOWSCeL num cuu' nOLLow cmu'
T%IKR, ALUMMILM. OR ST
L 1/4'► SELF-TAPFR/O SMS JM)� — 5/p6Y TAPCON [{Yp]
STEM BRFOV zo .':TEE: BWKL7
MOUNTING BRACKET INSTALLATION
I NI• NI 1TN"M S NON-RETpjrW" MSTALLATIe+N NIS
1/4'E TAPCOR 0 16- O.0 (TP)
I /4'a SELF -TAPPING SMS
e 1a" O.C. (tFl-)
1/5' HOOO ANGLE 1/5' HOOD ANGLE
1/4'a SELF-TAPNMO SIG
na' O-C. C")
1/4.0 TAPCON 0 16' O.C-
CUSTOM HOOD WALL ATTACHMENT
BKHwrwnm a RDK►F1HHILllT a6TALLATim - N T.S_
LIP TO 350 L85 SHIIWER WOW WITH:
(4) 5/16.0 TAPCM OR
UP M 100 LOS SHUTTER V&QHT 1FITH: LIP TO ZOO LOS SHATTER WEIGHT WITH (a) 1/4-fx1• Sky
(z) 5/W TAPCOR OR (s7 S/1e'6 TAPCONS OR
(3) 1/4YxT' SMS (4� 1/►'►FI- Sys
MOUNTING BRACKET
mp-R?CTii m 6IK"T"il—INTM ]RSTALTATAITI • R.T,5
3/T6'► ALUM. POP-RWM I .�
NOEL FORM -D30 TO .050 ALUM. HOOD GEAR PLATE OR
BACX SIDE MOTOR BRACKET
3/T6Y ALUM. POP-RNETS -
�I;I IrNi
(�{ GEAR ola TuauLul sIDTOR
STEEL DR ALMA. RISE j1B
L DoMM HNE CM
OW
row VP TO 1ZO SF [NI 160' 7ayy
1OGw OVER 1Z0 SF OR 160'
CUSTOM HOOD CEILING ATTACHMENT SEARING Pure OR TM
e :tFTFNnno 6 NDNAmwrtON 1N5TALIATIOR • R.i_L OILER SUPPORT
ALUMINUM HOOD COVER
EWAFrOFTION a NON4IErE TM INSTALLATION • NTS
l
SED. OR AW. Pryl'r
CAST SIDE CAP
6" TO le
ROLL FORM M TO ,050 ALUM. HD00
FRONT S"
Ely #�
MR
MR.
Z: y
Uj
SIDE RAIL—
-END CAP COMPONENTS AND ASSEMBLY
EIofO=EaIT10R a RORArIva M PmAIMxum-1RT.S.
7� ...
,,A��rrr
ITLi1.
060"
0.312'
i 0.063"
0316-1 T rill i" r
❑ O7o u.oeo' a-I�Tl
-
OM LONGER ACETAL EHO CONNECTOR
E- 0,15H'
0.057" - 17
0.35a"'�I
0-457' T�
0.232" J L 0 069' ` 0 15q'
l.ls0' l.xsl• o.loo' o-n3'
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6063-T6 ALUMINUM 3" SIDE RAIL
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