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= FL# FL30726-R1
i- Application Type Revision STa LU"�oZ ( /"i °�' L'
Code Version 2020 � JI Try,
Application Status Approved
Comments
Archived l 12-1
Product Manufacturer Maximum Shutters Systems,Inc.
Address/Phone/Email 2070 G.Tigertail Blvd
Dania Beach, FL
(954)839-5169 33004 FILE Cop
Ryan@maximumshutters.com
Authorized Signature Ryan Kuechenberg
Ryan@maximumshutters.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
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 Pedro Paulo M. De Figueiredo
Evaluation Report
Florida License PE-52609
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Jesus Gonzalez, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL30726 R1 COI 20-160 CI.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1686 2012
ASTM 1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtihODErVZoFgF7Le39%2bEQ❑/o2f8leSH%2fgrj6❑/o2fSvYy%2bMPNEJg❑/o3d%3d 1/2
IU/21/ZI,9:2U AM Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/19/2020
Date Validated 10/19/2020
Date Pending FBC Approval 10/26/2020
Date Approved 12/16/2020
Summary of Products
FL# Model,Number or Name Description
30726.1 RHINO Accordion Shutter Extruded Aluminum Accordion Shutter, Large and Small Missile
Impact Rated
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL30726 R1 II 20-160 DWG.pdf
Approved for use outside HVHZ:Yes Verified By: Pedro M. De Figueiredo, P.E. PE 52609
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +160/-160 Evaluation Reports
Other: PRODUCT TO BE MANUFACTURED, DESIGNED,AND FL30726 R1 AE 20-160 PER.pdf
INSTALLED PER DRAWING SPECIFICATIONS 20-160 Created by Independent Third Party:Yes
Back ri TX t
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CopLright 2007-2013 State of Florida.:;Privacy atatement::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 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 emails
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:
Credit Card
Safe-
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtihODErVZoFgF7Le39%2bEQ%2f8leSH%2fgrj6%2fSvYy%2bMPNEJg%3d%3d 2/2
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4
RHINO No.2602.
9 p 5 3g`
ACCORDION SHUTTER a } STATE OF w,44
= Fs�1ORP s`,�� �0o
1 P ro2Je`fi�ueiretla ����
GENERAL NOTES; (FLORIDA BUILDING CODE 2020- 7th ED.-HVHZ k non HVHZ) 00811020
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND ERECTED TO TABLE OF CONTENTS: s
EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS d' d
(LEVEL D OR LARGE MISSILE)WITHIN THE ALLOWABLE DESIGNED PRE55URE5 AND LIMITATIONS STATED IN THIS SHEET DESCRIPTION M
APPROVAL. 1 TABLE OF CONTENTS,GENERAL NOTES,USER IN5TRUCTION5
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING 2 .TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1,1 A AND GLA55 O �
CODE UNDER TA5 201,202 AND 203,A5TM E330,A5TM E 188G 4 A51M E 199G. SEPARATION TABLE 2
I - 3 TYPICAL SECTIONS A.B.B 1,B2,B3 4 B4 2 m
3-POSTMG:A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC SECTION 1703.5.IT SHALL BE ONE LABEL PER
OPENING LOCATED ON THE BOTTOM OF THE CENTER.MATE FACING THE MRIOK SIDE. 4 TYPICAL SECTIONS C,D.E€GH �
G 4 1 C
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-t G.IN HVHZ OR A5 REQUIRED BY THE BUILDING 5 TYPICAL5ECTIONS F.
OFFICIAL,PRESSURES MUST BE PROVIDED BY A PPOFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC G OPTIONAL CURVE TRACK DETAILS ail
PROJECT.THE DESIGNED PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER 7 JAMB AND CORNER SECTIONS'J'
COMPONENT TO BE USED. 8 LOCK MALE 4 FEMALE SECTIONS'L'
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3 TG OR AS NOTED. 9 LOCK UNIMATE SECT10N5'M'
G-FASTENERS:A55EMBLYSCR5N5 AND ANCHOR55HALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. To STANDARD LOCK SECTIONS'N'
11 COMPONENTS
INSTALLATION AND LOADS A5 PERTHIS APPROVAL.
• 7-USE:IT SHALL BETNE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEEROF RECORD TO VERIFY 12 BILL OF MATERIALS,BLADE ASSEMBLY 4 ANCHOR SCHEDULE U
THE FOLLOWING: 13 ANCHORAGE SPACING SELECTION Z
'
7.1-THE STABILITY OF Tt1E STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 14 ANCHORAGE SPACING SELECTION ITj
7.2-THE SRE SPEam PROJECT CRITERIA.SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 15 5ECTION'X'DETAILS
REQUIREMENTS,DESIGNED PRF55UREB ETC. Lu
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. I G. OVER COUNTER TOP INSTALLATION SECTION CT DETAILS
17 LOCK UNIMATE SECTION'M'WITH PUSH BUTTON OR HANDLE SCREW LOCK
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS POKTHI5
PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE FOR WIND LOAD HAVE
IL I
BEEN USED.
STANDARD COMPLIANCE: .2 (n
USER IN5TRUCTION5: A5TM E330,E 199G(LEVEL D M155ILE) 1L��
TA5 201.202.203(LARGE 4 SMALL MISSILE) p cT�
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OFGENERAL NOTES. ASCE 7-1 G.ADM-I 5,ND5-18 o
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I ORTABLE I A. 4
Aso
3-VERIFYGlA55 SEPARATION ON TABLE 2 IFAPPucaBIJ=. 12FLORIDA STATE APPROVAL
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF 5ECTION TYPE TO BE USED A5 CODE VERSION:FLORIDA BUILDING CODE 2020-Gth EDITION NA
PER SHEET 13 AND I4. APPROVED FOR USE.IN HVHZ AND OUTSIDE HVhZ 9AM
CATEGORY.SHUTTERS-- SUBCATEGORY:ACCORDION 09/18/2020
5-THE LOWEST PRE55UM FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN IMPACT RESISTANT:(LEVEL D)-LARGE*5MALL MISSILE UKAMG
PRESSURE FROM GENERAL NOTES 4 20-1 GO
REV.5EPT/2020 5HU7
01OF17
I
I ,xMNIIINI
TABLE I TABLE I A INTERIOR/EXiMRIOR
MAXIMUM ALLOWABLE#I BLADE MAXIMUM ALLOWABLE 11 F#1 B BLADES No.52609 ' HIE
IE
- 5HUTTERSPAN X PRESSURE SHUTTER SPAN XPRESSURE 1� ICO,
BLADE SPAN PRE55URE(PSO BLADE 5PAN PRE55URE(P5F) V
INCHES POS N G INCHES P05 NEG 1 11 ALL ALUMINUM BLADES ;1 STATE OF m
60 160 160 60 1 GO 160 )MFR OR/EXTERIOR ~°�°s D R l P Ct r°r° o
66 158 158 66 158 158 fps u
72 144 144 72 144 144 '�pAL 9 o u
78 133 133 78 133 133 ro 9e g u¢®.
' 84 124 124 64 -1 24 124 INTERIOR/EXTERIOR -v ¢.
90 I I G 116 90 1 16 116 I I 6.58 I COMBINATION �/T8/20 01 a s
10 108 108 96 job I OS 1 ALUMINUM/L.E�(AN BLADES
104 100 100 104 100 I OO BLADES CAN DE ARRANGED w IAANY S.
i 108 93 93 108 93 93 COM5IHADDN5 AS REQUIRED o
114 83 83 114 83 83 1B I S
120 75 75 120 75 75 INTERIOR/EXTERIOR M
12G 68 68 12G 68 68
132 62 62 132 61 61
135 57 57 138 53 53 O
144 48 52 144 45 47 INTERIOR/EXTERIOR
- 150 41 48 150 1.38 1 42 Z ..
� 162 30 40 162 28 33 � IB� IB-\
m
NOTES: / ALL LEXAN BLADE5
I-ACCORDION 9RmER BWE SPAN ONCHES)FOR ALL CONDMOR5 J
2-PRESSURE-DESIGN WIND LOAA(P5F) IB IB
3-UNEARKWOIADON ES ACCFPTAME FOR DESIGN WIND LOADS AND BLADE SPAN DEW=TA&MTED Gi
VALUES. INTERIOR/EXTERIOR
4.U5ETABLE IA 1'A1IN ONE OR MORE TYPE 15 MADE LS USMI '
5-MADE REVUSED MTAUATION 15 PLLMM FMALL MOUMm CONDNION5
TABLE 2
MINIMUM SHUTTER5EPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CRO55 SECTION
A.B,C,D,E GLAZING SEPARATION (INCHES) U
TOP TRACK Z
BLADE TYPE BLADE SPAN IS)
<=104' <=162' 2
ALUMINUM P. 2 3/4' 3'
U u oR ALL tlEVATION5
a M M U)
I- ci LL9(AN S. 3' 3'
O <-30'ELEVATION W
U p LEXAN 2 I/W 3' 3' a :3
m >30 ELEVA71ON LL
NOTT5:
1-SEPARATIONFROMGUILNGAREkSSKAa BEMEASUFEDFRDM U
GLAZING SURFACE TO THE INNER MOST BLADE OR LOCK SURFACE. Z3c
= 2-GLASS
SEPARATION tSAFFUCM%E ONLYMMM T L HE HVIR Q
IBROWARD AND MIAMI-DADS COUNDES),WIND ZONE 4 AS FM U
ASTM EI996 AND tiSINTNL FACMlB AS DFTiNI'D ON ASCE M n
3-WHEN SHUTTER 5 ASSEMBLED MTH BODE TYPES OF BLADES THE
L•RGE5T GLSS S&ARADON SHALL APPLY.
BOTTOM TRACK7L� SCALE:
A,B,B1,B2,B3 NA
84 CA.E,F G. DATE:
5HUTTERWIDTH(5W) OW1512020
NO LIMITATION DRAWING 0
20-1 GO
SnrEr
02 OF 17
i
I
i
_�pplNllii�h
I/4-14X1'GR55D5 OR TYPICAL SECTIONS W.
114-2OX1/2'HHMS W/NUT ds DE F
SPACED AT 1210C •�••r ���CEHFN
L "
2,2A '1 I No.52609
REFER TO SHEET =*% * •�• a �'
EMBED. j` FOR ANCHORAGE �: STATE OF tv r Smm
[13/14
SELECTION O p P •. .2oPnaua OR 1�@ s �0 too
Nz I REFER TO SHEET 13114 ,�'�..,.� �;.0 i=0o
� 1 FOR ANCHORAGE P
111B IB'7"" u H
SELECTION 11 EMBED. 3m
4
og/+8/zoza a"
SECTION A 1/4-14X I'GR5 505 OR SECTION 132
BUILT-OUT ON ANGLE I/4-2OX I/2'HHMS W/NUT W TRACK ON
HEADER OR SILL SPACED AT 12'OC STD ANGLE
SILL ONLY M
l I/I B O
d I OX3/4'TEKS Z qy
a I/4-14X I'GR5 505 OP g m AT 12'OC
SPACED AT 1 HMS WlNUT
SPACED AT 12'OC ,�.
555 L � U
nim 8 REFERT05HEET 13/14 C
N _ i• FOR ANCHORAGE
o REFERTOSHEET 13/14
SELECTION
1 2.2A I I '' 9 zd FOR ANCHORAGE n _
SELECTION
10
i . EMBED.---�
� SECTION 53L6
SECTION B tt ADJUSTABLE ON V
.. EMBED. BUILT-OUT ON 1/4-14XI'GR5 505 OR STD ANGLE Z
REVERSE ANGLE 1/4-20X3/4'PHM5 W/NUT x. SILL ONLY
-� HEADER OR SILL SPACED AT 5'OC
u
W
I/1 B
- w MIOX3/4'TEK5 (n
5 AT 12'OC T�
m m W
1/4-14X I'GR5 5D5 OR crnOWL
1/IB I/4-20XI/2'HHMSWMUTir. 1/4-14X1 GR55D5 OP v2
u SPACED AT 12'OC DYm 1/4-20X3/4'PHMS W/NUT g
SPACED AT 5'OC
REFER TO SHEET IN14 y Z
�rj FOR ANCHORAGE ,� :A�:~:.
4 I I 9� SELECTION u xx O g
REFER TO SHEET 13/14 Q t�7d.
I 0 - p FOR ANCHORAGEL a p
SELECTION
All I
SCN1:
1 '• NA
EMBED. -I SECTION BI SECTION B4 DATE,
. 1 A'TRACK ON ADJUSTABLE TRACK 09/18/2020
REVERSE ANGIJ'_ _ q^—EMBED. ON REVERSE ANGLE DRAWPIG 0
SILL ONLY SILL ONLY 20-1 GO
03 OF
wOmfr
17
i
TYPICAL SECTIONS DE Si
�P �CENS
;Q F oos
(ED)EDGE No.52609 a
DISTANCE
3 3,3A w STATE OF w S ma
AZ0R1�P ,�`�, > om�
REFER TO SHEET 13114 0
FOR ANCHORAGE NAL ,.+ z
SELECTION O
'PPtlfO VE m �
IDrnDwL I Of�18�20Q0 m a -
�- REFER TO SHEET 13/14
I/IB m FOR ANCHORAGE
=d
= 5ELECTION
0.
I K m 3,3A 4 0
q I/4-14X 1'GR5 SIPS OR ly
3 I/4-20X 1/2'HHMS WMUi
I/1B = SPACED AT 12'OC tl
KY� n
m� N
REFER TO SHEET 13/14 I/IB .t
1: gjjg$$ FORANCHORAGE S� O
SELECTION _ ml 5ECTION E Z .^^.
3,3A ANGLE IN5ET MOUNT p
HEADER OR 51LL GV7
10'r 5ECTION C
:i WALL MOUNT WITH .
TRACK 3 OR 3A
HEADER OR SILL
k'<
REFER TO SHEET 13/14 V
FOR ANCHORAGE Z
SELECTION '
(ED)EDGE N
D15TANCE W
REFER TO 13l14
F
FORANCHORAGE
SELECTION 6A'
o #I OX$/4•TEKS GA.' w W
(ED)EDGE m AT 12'a pp
Y DISTANCE w - v >
[a. eo. 2 (Z a
n 2,2A LLU
- KY� im
< qaa
jar
5FACfX AT 210 Da ��s
= SECTION D tw SPACED AT 12'OC 66
°C+ IN5ET MOUNT W/ t w 5CAM
o z TRACK 2 OR 2A N 5ECTION GH NA
N m N HEADER OR SILL ADJUSTABLE MOUNT DALG
- 1/15 -I HEADER/SILL 051/1 15/2020
III DRAWING I
20-1 GO
W11-27
04 OF 17
TYPICAL SECTIONS •r�o E F� §
���
_f _f
No.52609
-
t/IB STATE OF
InB O tia 4
w �Fis LOR1� �G 0• u
AT oc�� /
m AT 12• �oc'CF.KS
O1�(�wn pd 2=F J
g
_ _ � Per(ro97e 1ravu(D
"AID v� og/+8/zozo ��
n N 1 ANCHORS SPACED
AS PER SECTION G I G
ry I ON SHEET 13114 S
I M
'I
T-, ANCHORS SPACED D) AS PER SECTION G (ED)..- E,� ON SHEET 13/14 ,`("'-- w 1� •�„
wR + O
SECTION G SECTION G I �
ADJUSTABLE MOUNT ADJUSTABLE MOUNT
SILL ONLY SILL ONLY
' U
z
-1+ 1/113 -` I/I B W
m 4 i
ALL ANCHORS TYPE ON SHEET 13114
m N SPACED AT 48'OC APPLICABLE m N
N FOR ALL LOAD CONDITIONS g o Or/
FROM TABLE f = g Lu
cry m REFERTO SHEET 13/14 p
FOR ANCHORAGE >
-lv - SELECTION w
EDGE CLEARANCE(EC) a o
INTO CONCRETE-4'(3000 PSI CONCRETE) - Q
INTO WOOD-2 1/2'(WOOD SG:0.55) 1E07 EDGE X
INTO METAL:2'(wcinw>r.LaLAsn�AxsLm> cLEAmce - -_ ";. -._. .:ya- Q O 5
(ED)EDGE SECTION I -_fie '::12•�:, S
DISTANCE RECESSED EMOUNT
SILL (ED)EDGE SECTION F
DISTANCE w •q•TRACK INSET MOUNT
tjA
1 SILL ONLY 0A�'
09/18/2020
DwvnxG e
20-1 GO
srcer
405 OF 17
i
OPTIONAL CURVED TRACK o`' .DE
�..own"
wF�.�y um
BENT TRACK OR SEGMENTED TRACK OPTIONS a° -�J" G E p '•yam• a q u
i e Q� tl�3'u
t N0.52609 e a
eir; �It *gym 8
Z 'e STATE OF
SEGMENT' I AZ O L O P dam' LS o
>-a IN I ss LNG .s ��o
MMIMN�I� V' O O
4' ON 5HEET 13 TO DETERMINE 4 OC - f u
ANCHORAGESPAONG P 6T flatYl�O
IF
og/r8/zozo
TRACK • / \\ \��/ \`_ -�/ \`
~\_ j JOINT JOINT �c
C
{ — • i Zm
'A 'tl\'T JOINT NOTE: qq
I JOINTS CAN BE WELDED OR NOT C
WHEN 15 NOT WELDED,THE MINIMUM OF TWO ANCHORS JOINT
PER SEGMENT 15 REQUIRED AND EACH SEGMENT MUST Al V
HAVE AN MINIMUM W LENGTH h
JOINT 0L
TRACK ,
JOINT 0L A'd'
SEGMENT �
5EGMENT >-B 1N .n,FlrAL RA .
>•B tN NJNMM A`OG cj a
5 DINT JOINT JOINT 4'OC %-7 Q)
y\� 7.B
��/ JOINT ` \ / \ ` / \ 9F70b a
ep
' 1N
9>Gc
rA SEGMENT
TyF
>�8
JOINT I M41WM lJ
EACH SEGMENT CANNOT BE LESS THAN 8 INCHES LONG a�'
I EACH SEGMENT MUST HAVE AT LEAST TWO ANCHORS WLTH z
I SPACING NOT LF55 THAN 4'OC AT THE JOINTS OR AT SEGMENT. o F
._ ANCHOR SPACING MUST BE VERIFIED AS PER SHEET 13 22
N 0A
NA
DA'fE,
09/16/2020
BRgwwc i
20-1 GO
sn¢r
OG OF 17
i
TYPICAL t OWONTAL �•'�Q� CEHS Ni
JAMB AND CORNER SECTIONS J
OPTIONAL No.52609
_ SEALANT :*
ANCHORAGE TO WALL SECTION J T1PE(A,B,C OR D ♦ • m
STATE OF 5 N a
IS NOT NECESSARY JAMB CL05URE 4'FROM5 ENDS SECTION J 1 �'�'F"'��0 R 1''D •.•`r i9 o m
:s WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE �O �a� d• �S 0
INSET MOUNT u
•nsursa� a u F o
9 9A TOP AND BOTTOM I A &8®IRHf P ���
IA TRACK5 �JII
; g S
Na M
TOP 4 BOTTOM TRACKS .Z e
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O
C
ANCHORS TYPE .
A,B,COT-
SPACED AT2q'OG
d
m (ED)EDGE
�. DISTANCE r Z
w `a SECTION J2
JAMB CL05UE
BUILT-OUT MOUNT
H
210Ri1
B I OX3(4'55 5M5 OR
a IA 30 G'POP RIVET5
G SPACED AT 24'OC IV
SECTION J3 w
CORNER CL05URE ? p
> d >
w
"a oo cc O
N Q L
I 9G(yL:
NA
DATE:
7 OR 7A
I , f 09�18,2020
I B I B J PUSN&JTTOM LOCK LXAWING
LOCATED ON ACCORDION 20-1 SO
INTERIOR OR DaMOR SIDE
5NEEY
07 OF 17
�Ipftgplly .
TYPICAL HORIZONTAL SECTIONS ,� . DE Pj
HD LOCK 5ECTION5 L ��• c N& u g
N0.52609'
• STATE OF w d� in m
NOTE:SHUTTER CAN BE LOCKED FROM w �` cC p A 1 O� erg Rolm�
IN51DE OR OUT5IDE BY PLACING LOCK SECTION L -.�S A ��G
INSIDE OR OUTSIDE A5 REQUIRED z a LOCK BLADE SECnON '• OHA�' '° o 0
Ow "6�J CLOSE POSMON
I
ONN 09I18I2020 3ms�
S
L J d
A p
M
z �
a OF
I
M
1 8 8A = C
0
68 C
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN
AND INSIDE THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A.B.C OR D
5PACED AT 28'OC
ALTERNATE SECTION L I
LOCK BLADE WITH V
LOCK BLADE5ECrIOSECTION 5TARTER BLADE SECTION I A Z
OPEN P05MON _ 86®A1�T lT)
tu
W
2'A 2d L��,
W
5 ,,G
in 1
b 8A a
8A U
f � has
8 113 � Aso
COMMERCIAL MORTISE LOCK W/ 5CALE,
EXTERIOR KEY OR THUMB TURN NA
AND INSIDE THUMB TURN DAM
COMMERCIAL MORTISE LOCK Wl I INSTALLED ON SHAPE 8 09/15/2020
B EXTERIOR KEY OR THUMB TURN I B MWNG a
AND IN51DE THUMB TURN 20-1 GO
INSTALLED ON SHAPE 8 5KMTT
08 OF 17
TYPICAL HORIZONTAL OPTIMAL LOCKING PINS #0's. DE F/�'
UNIMATE LOCK5ECTION5 M APPLICABLE
ONLY TO
°QVO�� rENo,, o q
OPEN POSITION
NOTE:SHUTTERCAN BE LOCKED FROM No.52609 vg
IN5VDE OR OUTSIDE BY PLACING LOCK SECTION M
IN51DE OR OUTSIDE AS REQUIRED. p 1 LOCK BLADE SECTION 7A z STATE OF 5 4v
18 g, CLOSE POSITION P w e•� m
N UNAL
7,7A,76 PUSH BUTTOM LOCK%WM KEY OR 7A P[lf0�IB m�
THUMBTURN LOCATED ON ACCORDION 'r
INTERIOR OR BRERIOR SIDE 4 0.0812020
e
18 7 0R 7A 7 OR 7A
O
7 Z S
se ° 0 z
PUSH BUTTOM LOCK 1VRH KEY OR 1/4-20K'J4'ft1UMB SCREW LOCATED ON
THUMSTURN LOCATED ON ACCORDION ACCORDION INTE&IOROR.Da RIOR5IDE 1/4K1,172 PULL PIN
7I1TLfUOR OR t?TERIOR SIDC DRILL AND TAP OPPON TE BLADE OR IN51DE OR OUTSIDE
IN5TALLJACK NUT TREAD TO RECEIVE 5GtE1/
U
e
7
7B 7
8 7B 7B U
7a � z
7,7A,7B
w
F-
}
vy� 7,7A 7B PUSH HUITOM 1DCKW1IH KEY OR 1/4 20K3/4 IF1UM8 SCRftV LOCATED ON N
77 TNUMBTURN LOCATED ON ACCORDION ACCORDION INTERIOR OR D TMOR51DE
INTERIOR OR EXTERIOR SIDE DRILL AND TAP OPPOSITE BLADE OR w
INSTALL JACK NUTTP.PAD 70 RECEIVE SCRBF/ }yj
ANCHORS TYPE m
A,B,CORD
I 7,7A OR 7B 5PACED AT 24"OC a z�
O td
IS SECTION M 18 I B ALTERNATE 5ECTION M ItA- EIBU ER I O
LOCK BLADE WITH 1
LOCK BLADE SECTION STARTER BLADE SECTION a
OPEN POSITION
SCALP:
NA
DATE,PUSH BUTTOM LOCK N 09/15/2020
I LOCATED ON ACCORDION
Ig INTERIOR OR DUMOR 510E 20-1G
7 OR 7A 20-i 60
511MT
09 OF 17
I
TYPICAL HORIZONTAL SECTIONS �w+�fffvf' 0
ar' DE F/ '
STD'LOCKSECTIONS 40 N \,�CENS F .28
4t No.52609 =
STATE OF 5 N m
NOTE:SHLTITER CAN BE LOCKED FROM ,
IN51DE OR OUTSIDE BY PLACING LOCK �'c� F�0 R OQ ••o•� 2 o m o
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6 ADJUSTABLE FEMALE TRACK G063-TG ALUMINUM M.5.5.INC.. P lfl9E rt4K� tl m
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9A 2'JAMB CLOSURE 6063-TG AWMLNUM M.S.S.INC..
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BLaDE SCREW 22A STD MALE LOCK BLADE 6063 T6 ALUMINUM M.5.5.INC..
410 STAINLf55 STEEL 228 STD LOCK KEEPER 6063-T6 ALUMINUM M.5.5.INC..
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12-WHEEL CARRIER NOTES: I-ED:EDGE 015TANCV SHALL BE DEYOND WALL DR65fNG WITH N x O
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108 ± 88 ± 88 105 ±55 t55 L-
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NA
DATE:
09/18/2020
DMWNG I ,
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UNIMATE LOCK SECTIONS M ••••, ,, DE s,6F 81
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DATE,
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