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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL16893-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite 1
Miami Garden, FL 33018
(786)621-6706
paloucks@gmail.com
Authorized Signature Peter Loucks
paloucks@gmail.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
R) Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Pedro De Figueiredo
the Evaluation Report
Florida License PE-52609
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Jesus Gonzalez, P.E.
LTJ Validation Checklist- Hardcopy Received
Certificate of Independence FL16893 R2 COI 15-112 CI.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
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 appdtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXbOw%3d°/p3d 1/2
11/9/2015 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16893 R2 II 15-112 DWG,Ddf
Approved for use outside HVHZ:Yes Verified By: Pedro De Fgueiredo 52609
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +160/-160 Evaluation Reports
Other: PRODUCT TO BE MANUFACTURED, DESIGNED,AND FL16893 R2 AE 15-112 PER.pdf
INSTALLED PER DRAWING SPECIFICATIONS 15-112 Created by Independent Third Party: Yes
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Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
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mall 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:
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https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXbOw°/`3d`/o3d 2/2
SUPERNOVA ACCORDION SHUTTER .• � � ., _: ��
EXTRUDED ALUMINUM ACCORDION SHUTTER; N 5260
1 '0d
FLORIDA STATE APPROVAL of ��"•� a�
CODE VERSION:FLORIDA BUILDING CODE 2014 �¢` '*[
APPROVED FOR USE IN HVHZ AND OUTSIDE HVHZ
CATEGORY:SHUTTERS-- SUBCATEGORY:ACCORDION ''••.,,,,,,,,u.` o
IMPACT RESISTANT:(LEVEL D)-LARGE 4.SMALL M1551LE o 'o
APR 2 8 2015 w p u
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GENERAL NOTES: (FLORIDA BUILDING CODE 2014-HVHZ non HVHZ) TABLE OF CONTENTS: i o ooZZ° 'o
NUJ V
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND ERECTED TO SHEET DE5CRIFTION
zw
u�iouai
EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRI5
(LEVEL D OR LARGE MISSILE)WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN T1115 I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
APPROVAL. F
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55 to
2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING SEPARATION TABLE 2 u
CODE UNDER TA5 201,202 AND 203,A5TM E330,A5TM E188G E A5TM EI09G.
3 TYPICAL SECTIONS A,B 1.B2.B3,134 WITH ANCHORAGE TABLES > 20415
3-POSTING:A PERMANENT LABEL SHALL 13E PROVIDED AS PER FBC 2014 SECTION 1710.8.IT SHALL BE ONE LABEL PERz
OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE. 4 TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES O N
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A PROFESSIONAL 5 TYPICAL SECTIONS D,E 6 GH WITH ANCHORAGE TABLES DC z In
ARCHITECT OR ENGINEEP FOR EACH5PECIFiC ALLOWA13LE PRESSURES FOP EACH SHJUTTER COM ONENT TO BEECT.THE!CALCULATED MUSED.IGNED PRESSURE MUST NOT
EXCEED THEUG TYPICAL 5ECTION5 F.G C I WITH ANCHORAGE TABLES Q- '022
o� 2°"
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-TG OR AS NOTED. 7 JAMB AND CORNER SECTIONS'J' ¢g
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 8 LOCK MALE C FEMALE 5ECnON5'V J
INSTALLATION AND LOADS AS PERTHI5 APPROVAL.
9 LOCK UNIMATE 5ECnON5'M'
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD TO VERIFY
THE FOLLOWING: 10 STANDARD LOCK SECTIONS'N'
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. ,p
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY: -
REQUIREMENTS,DESIGNED PRESSURES ETC. D co
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 12 COMPONENTS G
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS 1 13 SECTION 7C DETAILS N
PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH I.G LOAD DURATION INCREASE FOR WIND LOAD HAVE Q
BEEN USED. O
0 fla _
A�5500CIATTON: rz
c ^ r Q
USER INSTRUCTIONS: 1 V . A . S . A z _
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. STANDARD COMPLIANCE: NATIONAL APPROVEDQ I(
A5TM E330,E 1996(LEVEL D MISSILE) SHUTTER A550CIATION L.L.C. I K
2-CHECK BLADE SPAN ALLOWABLE DESIGN PFE55URE ON TABLE I OR TABLE I A. TA5 201.202,203(LARGE 6 SMALL MISSILE) DRAmG{MLY m
A5CE 7-10,SSTD 12-99,ADM-10,NDS-12 8717 NW I 5T,STE I
3-VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. HIALEAH GARDENS,FL 33018 x^M
Tei.:(78G)G2I-G70G NA
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS Fax:(78G)G2 I-6708 DATE:
PER 5HEET5 3,4,5,G,7 C 8.SECTIONS CAN BE INTERCHANGEABLE. WWW.NA5A5HUTTERCOM 04/28/15
DRAMNG s
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN 15-1 1 2
PRESSURE FROM GENERAL NOTES 4T
01 OF 13
NO'sE F/ -
F:40.0
TABLE I TABLE I A INTERIOR/IXfERIOR `"o=
6.59
No. 260 •
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #1 E#1 B BLADE5
SHUTTER SPAN X PRE55URE 5HUTTER SPAN X PRE55UFE 1� 100'
BLADE SPAN PRF55URE(P5F) BLADE SPAN PRE55URE(PSF) c� / ALL ALUMINUM BLADES ?�0,�=•.AA
INCHES —FG5—--N—EG— INCHES O N 1 IJ -.��s,ASD
60 160 160 60 160 160 '-.mss/�
INTERIOR EXTERIOR NAL m
66 158 158 66 158 158 ''••.AAAA,.....•` �S m
72 144 144 72 144 144 o¢o
78 133 133 78 133 133 APR 2 8 2015 u a-jINTERIOR/D(TERIOR
84 124 124 84 124 124 6.ss =z o�
90 116 116 90 116 116 COMBINATION 00 , 0
96 108 108 96 108 105 1 100' 1 1 ALUMINUM/LEXAN BLADES (5 m>8
104 100 100 104 100 100 BLADES CAN BE ARRANGED IN mma w Ln o W
108 93 93 108 93 93 COMBINATIONS A5 REOUREO
114 83 53 114 83 83 IB IB
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 68 F
132 62 62 132 61 61 N
138 57 57 138 53 53 N
144 48 52144 45 -47 INTERIOR/EXTERIOR Dv
150 41 48 150 38 42 IB IB iH w S
162 30 40 162 28 33 0 z k w
NOTES: ALL LEXAN BLADES z _
I-ACCO RDION SHVTTCR BIAD[SPAN(INCHE5)FOR ALL CONDITIONS U)
2-PRE55UPX-DESIGN WIND LOAD B'SP) I B 1 B Z N
3-LINEAR INTERPOLATION 15 ACCEPrAB1E POR DESIGN WIND LOADS AND BLADE SPAN 5EIWEEN TABULATED W O N
vAluE5. INTERIOR/EXTERIOR �j w pp 2
4 Use TABLE IA WHEN ON[OR MORE TYPE I B BLADE LS USED �IL ❑DC
5-BLADE REVERSED INSTALLATION LS ALLOWED FOR ALL MOUNTED CONDMON5 OO O
TABLE 2
MINIMUM 5HUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CR055 SECTION
A,B,C,D,E GLAZING SEPARATION (INCHES)
I TDP TRACK
BLADE TYPE BLADE SPAN ap
<=60° <=1041 <—I G21
~� G5 m
ALUMINUM 2+ 23/4' 3' a E�m
Y G Ass ALL E)FHATION5
n m uwcAna z in
Zc' LEXAN 3' 3' 3° w
C3 d <=30 ELEVATION 0 Q �9
coo L. M. N z <
x W m LEXAN 21/8' 3° 3° 4 L6c9
a ¢ >30 ELEVATION Q
i- w o LLJ
I— NOTTS: ua Z
L d I-5ETARATION PROM TO THE AREAS 5HALOST L BEBLADE
E OR LOCK 5 OM
RF
W GLAZING SURPACL TO THE INNER M05T BIRD[OR lOL1C SVRPACE
I-- 2-(DRO SEPARATION IS APPLICABLE ONLY
.WrMINWIND THE 4 A P K
_ I (BROWAI9 AND D ESSENTI[COUNDES),WIND MOND 4 AS PER
ASTM D 1996 AND ESSENTIAL PACNTIE9 A5 DEflNW ON ASCD
N7-10.
3-WHEN SHUTTER 15 ASSEMBLED WITH BOTH TYPE5 OF BLADE THE DRAFTM IMORENC.
LARGEST GLA55 SEPARATION SHALL APPLY.
BOTTOM TRACK ScaIE:
A,B,81,B2,B3 NA
B4,C,D,E.f-,G,I DATE:
SHUTTER WIDTH (SW) 04/28/15
NO LIMITATION DRAM P
15-112
5HEEr
02 OF 13
TYPICAL 5ECTION5 A,151,52,133,154 _ �'' �•IDEE F, F/
AND ANCHOR SCHEDULE f 1/18 �.•'p•�'�� '�e �QI�
1/4-14X1' GR5 SDS OR Qz #10X3/4' TEKS •.•Q +�'
5ECTIONA 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC i EO: �cN
BUILT-OUTON ANGLE SPACED AT 12'OC w rn No. 260 o
HEADER OR SILL 16
11 OPTIONAL ti u
2,2A rm 5ECTION 84 sz T r£W
LO ADJUSTABLE itEVERSE AN CLEK -`t1•
EMBED. = 1 SILL ONLY 'ss�ONAL .•'��� N m
i Wie
ANCHORS DESIGNED o a 0
"m fy AS PER SECTION B4 APR 2 B 2015 o d o�Z
�a ANCHORS DESIGNED ON TABLE BELOW z 3 O
r AS PER SECTION A p O aU
z a ON TABLE BELOW _ m w 0
= N 1/IB 1/4-14X1GR5 SDS ORi z u01i<_
1/4-20X3/4' PHMS W/NUT t. W w in o w
SPACED AT 5'OC EMBED.---I
5ECTION B 1 " z
_ 'A'TRACK ON
N
1/1B REVERSE ANGLE -�
SILL ONLY
01
ANCHORS DESIGNED aai 1/1B > j
a AS PER SECTION B1 W #10X3/4' TEKS SECTION B3 O z=
.411 a ON TABLE BELOW ca ADJUSTABLE ON
a= F J AT 12' OC STD ANGLE Z N H
u SILL ONLY I� <z N
I T-1 �m � W ANCHORS DESIGNED G IL p w
tu
1/4-14X1' GR5'SDS DR `: Ix I
1/4-20X1/2' HHMS W/NUT EMBED.---I r II W i AS PER SECTION B3 p0 D
SPACED AT 12'OC ON TABLE BELOW <g
.•v'
7 J
z 6
a 10 ;I EMBED.
a ANCHORS DESIGNED {
AS PER SECTION B2 1/4-14X1' GR5 SDS OR o
= w 16 ' 4'� ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT '"
OPTIONAL �> A u SPACED AT 5'OC O m
Of L SA 0
Ty
i
_ - MAX. BLADE SPAN IN INCHES m urs
ti N
SEE ANCHOR SCHEDULE ON z
4 11 '—EMBED. MAXIMUM ANCHORAGE PRE55URE(P5F)
SHEET 11 FOR ANCHOR TYPE Q
? BASED ON SPADING IN INCHES ON CENTER O
5ECTION B2 ANCHORAGE SPACING 162 132 106 84 60 O O
1/4-14X1' GR5 SDS OR F
1/4-20X1/2' HHMS W/NUT 'A'TRACK ON s E EI E E1 E E1 E EI E EL <
SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93 46 124 6C 160 84 Q O�
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 N F a
A,B1,B2 g 40 40 62 62 93 81 124 105 160 146 z _
B3,B4 6 40 40 62 62 93 93 124 124 160 160
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ❑N
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) B A 5 E D ON 5 P A C I N G IN I N C H E 5 ON CENTER °RAfTMWOMM
ANCHORAGE SPACING 162 132 1 108 84 60 �`
A Al B BI C D A Al H B1 C D A Al B B1 C D A Al B B1 C D A Al B BL C D NA
14 40 40 40 40 40 62 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107 VATe:
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125 04/28/15
A.B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160 oxavnNr;�
B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 15-112
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 "Er
03 OF 13
�, P/
TYPICAL SECTIONS B AND C DE•••''� � -'•.
AND ANCHOR SCHEDULE •�,•��,,�; C ENBF /
• �� No: 260
e
ANCHORS DESIGNED '��= F �•:
AS PER SECTION Ct1�C'
-� ON TABLE BELOW F�'••`'^•+�R••" •••�p v
' a�ONAL E •.�•• `„m
} m
}}} 3,3A S N2
a ••APR 2 8 2013 a
Ja Z9°
N
_ 1/SB �a a00t9
a 30m>o
w rm v
_ OPTIONAL
ANCHORS DESIGNED
w u AS PER SECTION B z I/IH
2,2A I1 y^ ON TABLE BELOW =
S y H 5ECTION C F
WALL MOUNT WITH
"�Q a TRACK 3 OR 3A
SECTION B U�x..Wiw� HEADER OR 511
BUILT-0UT ON ✓+ 1/IB Q W/
a
REVERSE ANGLE _ EMBED.-w- z W
HEADER OR SILL u �'`r'•"'' O �_�
vt
W p0.
I/4-14X1' GR5 SDS OR �n
1/4-20X1/2' HHMS W/NUT 3,3A a o tu
SPACED AT 12'OC - _ O U
Iv
t` ANCHORS DESIGNED.
AS PER SECTION C
`.i ON TABLE BELOW -1
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON O
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UPE (P5F) 5A5ED ON SPACING IN INCHE5 ON CENTER < O'N
ANCHORAGE SPACING 162 132 108 64 60
A Al IB JBI IC ID A Al B B1 C D A Al B BI C D A Al B B1 C D A Al B Bl
14 40 -- 40 40 40 40 62 18 62 49 62 49 81 22 86 60 81 60 104 29 110 77 104 77 145 40 155 108 146 107 Q W
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 d
8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 . 93 86 124 51 124 111 124 111 160 71 160 156 160 155
B&C 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 0
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 .93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 Q
m
z 4z=
MAX, BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P51`� P K
SHEET 11 FOR ANCHOR TYPE
BASED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 1 84 1 60
s E I Ell E I Ell E IE11 E EI E E1 srn�e
14 40 31 62 38 87 46 112 60 157 84 NA
SECTIONS 12 40 36 62 44 93 1541121 70 160 98 DAR:
B 8 C 8 40 40 62 62 93 77 124 99 160 138 04/28!15
6 401 401 62 62 93 1881124 113 160 158 DRAWING•
4 40 40 62 62 93 84 124 108 160 151 15-112
I2
04 OF 13
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED •`�•Q��.. C ENS
AS PER SECTION GH
AS ONE TABLET BELOW AND ANCHOR SCt1EDULE ON TABLE BELOW Q NO. 260 } � �
/ fou
(ED) EDGE (ED) EDGE *i •* S d
DISTANCE w DISTANCE
E0. El
m
2.2A AI0X3/4' TEKS :6A' a - '•••• •/•
r AT 12' oc APR 2 8 ZOfS o°°
L SECTION D
W mm I IN5ET MOUNT W/ (ED) EDGE O �`
x
TRACK 2 OR 2A DISTANCE 2 V N w
w W HEADER OR SILL ��� 9
I SECTION E e. w r Zi w vii-5 w
H P4,y 1/1B ANGLE IN5ET MOUNT Wc1mmi
IL HEADER OR SILL W 1/4-14X
SPACEDAT/12'OCKS
W
Z y�
s 1 = <a SECTION C to
ADJUSTABLE MOUNT e<
t)
ANCHORS DESIGNED HEADER/SILL > w
m AS PER SECTION E J O z
ON TABLE BEto
LOW 11 z
= 3,3A 1/4-14X1' GR5 SDS OR <z N
1/4-2OX1/2' HHMS W/NUT W 0
= SPACED AT 12'OC CL o
w
D -g 11
r p
Iw Ja 1/IB J
-1 pq
MAX, BLADE SPAN IN INCHES o
SEE ANCHOR SCHEDULE ON j
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER v
ANCHORAGE SPACINGUi
162 132 108 84 60 162 132 108 84 60
A B C ID I A IB IC ID I A B Ic ID A B C D A B C D s E E E E E z
161 22 1 27 1-- -- 27 33 -- 20 34 40 20 124 43 52 25 31 60 72 36 43 16 28 34 41 53 74 Q w
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 80 40 46 86 103 51 61 121 145 71 86 8 40 62 83 106 149 O (n 0
6 40 4D 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 t15 6 40 62 93 124 160 a =
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 o Q
11 -- 22 -- -- 22 26 -- -- 27 32 20 -- 35 '41 26 24 49 58 36 34 11 22 27 33 43 60
9 22 26 - 27 32 20 - 34 39 24 23 43 51 31 30 60 r7l44 42 9 27 33 41 52 73 SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 49 47 830 37 46 59 2
39 4 23 41 48 30 28 50 59 36 35 65 76 47 44 91 65 62 6 40 50 61 78 109 .
4036 35 62 62 45 42 76 89 55 52 97 114 70 67 13698 93 4 40 52 1 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 vRN7m4mamw
9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 swe:
SECTION GH 8 23 27 - 26 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 NA
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 56 6 37 45 55 71 99 onre:
4 40 40 34 31 56 62 42 38 68 80 51 47 BB 103 65 60 123 144 91 84 4 38 47 57 74 103 04/28/15
oravnr�a
15-112
sneer
5 OF 13
TYPICAL 5ECTION5 G,F AND I
AND ANCHOR 5CHEDULE ENS
49•• v F
x Rr a
260
va¢ 1/1B ca 5ECTIONI STATS`
tW- N RECE55ED MOUNT
51LL ONLY ORI�,p'
x aArr
10X3/4' TEKS x �'oFil'•`�•-••••• ••�.o_
IwJT 12' oc "' •'s/ONAL r'�� `�m
�lSECTION GClAm
- APR 2 8 2015 ;o
ADJUSTABLE MOUNT ANCBORC ORP
INTO CONCRETE=4 D Z3 a ij
vx, SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'OC O O s
Q� '(3000 P51 CONCRETE)(WAPPLICABLE FOR ALL LOADU �-'� INTO WOOD-2 1/2' OOD 5G:0.55) (EC> EDGE CONDITIONS FROM TABLE 1 u zna
INTO METAL:2'(Coa--T6 NLMARA4IM A9cs= CLEARANCE p w
(ED) EDGE F.
:•'mAr•c�'= DISTANCE
STANDARD LOCATION _ 2 ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED
AS PER SECTION G i AS PER SECTION G1. u
ON TABLE BELOW
(ED)
ED ON TABLE BELOW Q
L�OISTMkZ -1 1/1B > 2 w Q
T t
ALTERNATE (ED) I r a 5ECTION F O
EDGE DISTANCE 'M- M v, 'A°TRACK[OET MOUNTNIS
NLYz U)
W_ FI G.LLJ
0Q(()
w ANCHORS DESIGNED OV
I- AS PER SECTION F10
TABLE BELOW ¢g
� I
4
yp�
- _c ;x
(ED) EDGE
DISTANCE w m
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSP) BASED ON SPACING IN INCt1E5 ONCENTER Z
w
ANCHORAGE SPACING
162 132 108 84 60 162 132 108 84 60 o Q �
A B C D A B C D A B C D A B C D A H IC ID s E E E EJE16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27. 26 16 -- 21 26 3-- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 4SECTION G B 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 38 40 26 26 46 54 32 32 56 67 39 39 73 8651 50 102 120 7170 6 40 56 68 84 40 40 39 39 62 62 48 48 85 93 59 59 109 12476 75 153 160 106 105 4 40 59 72 9
16 28 34 15 21 35 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 68 95 P K
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127
G10R F 6 40 401 40 62 62 37 50 85 93 45 62 109 132 58 79 153 160 81 111 8 40 62 93 136 160
6 40 40 40 40 62 62 49 62 93 93 60 82 145 160 77 106 160 160 108 148 6 40 62
4 40 40 40 40 62 62 62 62 93 93 90 93 160 160 116 158 160 160 160 160 4 40 62 93 160 160 srAe:
NA
04/28/15
DRAVANG
15-112
sneer
OG OF 13
TYPICAL HORIZONTAL �4
JAMB AND CORNER 5ECTION5 J �c:Q�y "<^�\ EHSF-�
OPTIONAL '-.F�: gig
SEALANT NO. 260
MIN. (3) ANCHORS ?,p�_ i�¢C
ANCHORAGE TO WALL 5ECTION J TYPE A, B, C OR D
IS NOT NECESSARY _ JAMB CLOSURE 4' FR OMS ENDS SECTION J I ��o�; ,c�0R1o� ��.�:
.t WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE �'�s`"�••,„„„
IN5ET MOUNT "'••'��ONAL • a m
�:;= ��"pmm�rrrr
(X2) a1ox1 SDS to APR 282015
ci a
TOP AND BOTTOM
9'9A TRACKS
IA g+00"0
Ir^c=� w TUU' m>cV9
wwuNiH
IL F
Ir Z
ru
r
N [n
TOP E BOTTOM TRACKS - 12
OIN
�
1 Z =�
1B
IV zln
ooN
c�
ANCHORS TYPE ((f ¢g
A, B, COR D
SPACED AT 24'13C
w CED) EDGE J
w
w
DISTANCE
ED. E0. 5ECTI0N J2
__:,'.;_ter..:. ,_;.�;:;•::'::,<� JAMB CLOSURE O
BUILT-OUT MOUNT p�
21 OR 11 G E m
#10X3/4' SS SMS ❑R ? =SSS=rd
1A 3/16' POP RIVETS SECTION J3 < z
w SPACED AT 24'OC 2 w
CORNER CLOSURE I Q
> O 0
� Q09
Z ¢z=
N
PK
CRArnmr 4MCRew-
5CAE:
7 OR 7A NA
1 1 PUSH BUTTOM LOCK vAre:
IB 1B LOCATED ON ACCORDION 04/25/15
INTERIOR OR EXTERIOR SIDE VRAWMcr
I5-112
5HE r
07 OF 13
TYPICAL HORIZONTAL SECTIONS ��,.•`��. E F/
HD LOCK 5ECTION5 L ��Qs<�,.�� E"g,
260
o:
' STAT
I Q
NOTE:SHUTTER CAN BE LOCKED FROM z n %��s F0 R 1�,v: ���••'o
INSIDE OR OUTSIDE BY PLACING LOCK SECTION L
IN51DE OR OUT5IDE AS REQUIRED. o ¢<H "'•••....�" ' a
LOCK BLADE SECTION v oZ
CL05E POSITION
APR S ¢O
aa= yy 2 2015 uNE2
0-10
U
L -3Z 10 Z
bwvn
lll�bzxI
I Q
1B 1B ¢
g
8A
B Z 3�
6 m/ ¢zIn
Lu p O Ln
no-- C,,�W
O
COMMERCIAL MORTISE LUCK W/ 0 °tC�K
EXTERIOR KEY OR THUMB TURN iL(n ¢g
AND INSIDE THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C DR D
SPACED AT 24.00 J
ALTERNATE 5ECTION LI
SECTION L LOCK BLADE WITH
LOCK BLADE SECTION 5TARTER BLADE SECTION I A
OPEN POSITION _ EL®EIREilT� uj �O
m
1 m
U1
� � Z
W
O �
O 0
LJ— ¢ �L
8A
BA—/ 8 P K
H I�
iB
vw�•unvewc.
COMMERCIAL MORTISE LOCK W/ 5C"'E°
EXTERIOR KEY OR THUMB TURN NA
AND INSIDE THUMB TURN DAIS:
I / COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8 041
L15
IH EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN []DPAVANr
5INSTALLED ON SHAPE 8 S8
TYPICAL HORIZONTAL �,•�`Q'p�;,
UNIMATE LOCK SECTIONS M OPTIONAL LOCKING PINS ��a�'''e� ENBF;'P�o �
APPLICABLE ONLY TO
SECURE STACK IN THE i NO. 260
"PEN POSITION * *C SP
e Is\ TAT
7 7A
NOTE:SHUTTER CAN BE LOCKED FROM I•"'S•,�NA....� g a m
INSIDE OR OUTSIDE BY PLACING LOCK 2 n! SECTION M APR 2 8 2 15 o 0 0
INSIDE OR OUTSIDE AS REQUIRED. o F LOCK BLADE SECTION U a-1
N¢W CL05E POSITION 7A Z H22
�¢H 4 �00"ED
aW "QN.Oi
N W u W III D W
FFZ
Q
F
N 7 OR 7A 7 OR 7A 7 "R 7A Q
rm
�wQ
o =m°
1B� 1/4-2OX3/4'THUMB SCREW
LOCATED ON ACCORDION
INTERIOR DR EXTERIOR SIDE l.L -,J)
DRILL AND TAP OPPOSITE 1/4X1 7PULLIN UJ �6R 3� BLADE TO RECEIVE SCREW INSIDEDE Q pp
DLL O ul
PUSH BUTTOM LOCK WITH KEY OR U DC
THUMBTURN LOCATED ON ACCORDION 2 V J Q g
INTERIOR OR EXTERIOR SIDE
U
ALTERNATE SECTION M I
SECTION M LOCK BLADE MT11 Z
LOCK BLADE 5ECTION STARTER BLADE SECTION �2
OPEN POSITION
ANCHORS TYPE
7 A, B, C OR D m
8 7 OR 7A SPACED AT 24'"C a m
3 10
z
7 OR 7A 1A—\ DIpW� 0 Q w
N p I(1
Inco 7 OR 7A A r z Q
1
1B PUSH BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION P K
INTERIOR OR EXTERIOR SIDE
DRArrMtM0RLW-
5CAIL:
NA
1 1
)ATC:
1B 1 IB 04/28/15
DRAWWG 0
15'112
SHM
0
9 OF 13
TYPICAL HORIZONTAL 5ECTIONS
5TD LOCK SECTIONS N 4 •r� CENBF .�'c� gg
No.5260
STA
NOTE:SHUTTER CAN BE LOCKED FROM
IN51DE OR OUT5IDE BY PLACING LOCK SECTION N ,••'r/�HA�' �.�. ���' o'l,'
INSIDE OR OUi51DE AS REQUIRED. Z ru LOCK BLADE SECTION ,�•"".. tg oZ :f
�l CLOSE POSmON APR 2 8 7015 X 0 0
aux
Hrw v"ao
�z 0¢
dl' aOve
tl(�NuI0
IL
63wu�iow
Q
_N
C=
IB LB >
22A Q
22 � zN
68 22B W p O N
o�
ROM
o� VD�c
aS
ANCHORS TYPE U
A, B, CORD
SPACED AT R OC —�
ALTERNATE 5ECTION N I
5ECTION N LOCK BLADE WITH
LOCK BLADE 5ECOON STARTER BTADE SECTION 1 A —
OPEN POSMON EI D�NT�
m
34 2.15 amW
IN
z
° (
N ¢¢ Q
I\
22A 22 P �(
1 I
1B� 22B
22A�
22 NA
DAR':
1 1 041281 15
IBJ
IB DRAWIND 6
I5-112
SHEET
10 OF 13
TYPICAL BLADE A55EMBLY
BILL OF MATERIALS � -
pR,.�"CENSE � �o
13
ITEM DESCRIPTION MATERIAL MANUFACTURER ; Q jrr '• �' '" $
1 BLADE 6063-T6 ALUMINUM N.A.5.A. i N 6260
!A STARTER BLADE 6063-T6 ALUMINUM N.A.5.A.
12 13A
15 COMPOSITE BLADE 6063-T6/LEXAN N.A.S.A.
16 0.19 1C FLOATING STACK BLADE 6063-T6 ALUMINUM N.A5.A. ° f
HT1 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A.
20 14 3 1'WALL MOUNT TRACK 6063 TG ALUMINUM N.A.5.A. -`"-,.,�•O„1�„ \�•.�_p
0 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. '-.,�jr� �.� a-
16 ri N 4 'A'TRACK 6063-T6 ALUMINUM N.A.S.A. ��A 44 - m
14 1 5 RECESSED TRACK 6063-T6 ALUMINUM N.A.5.A. -- ' m m
IHJ 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A. W g v
GA ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A. APR 2 8 2015
7 UNINIATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.5.A. z 3 O g
r 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. W O O O
FIEADER 8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ,.,U N w
0.14 8A HD MALE LOCK BLADE 6063-T(;ALUMINUM N.A.5.A. Z
88 HD ADAPTOR FILLER 6063-TG ALUMINUM N.A.S.A. b LU M 0 w
13-F I0X3'HH 9 I'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9A 2..
'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A.
410 STAINLESS STEEL I O 1/4-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ZQ
11 1/8-2X ANGLE 6063 TG ALUMINUM N.A.5.A. F-
12 WHEEL CARRIER PLATED STEEL/NYLON N.A.S.A. N
13 410X3'HH BLADE SCREW 410 STAINLESS STEEL N.A.S.A. N
Tj
.19 13A 410X2'HH BLADE SCREW 41O STAINLESS STEEL N.A.5.A.
51LL 14 0.44'0 FLAT WASHER STAINLE55 STEEL N.A.5.A- \ K Q
c 15 0.400.0.93°8U5HING NYLON N.A.5.A. / w
01 16 0.46.0 x 0.65'WHEEL BUSHING NYLON N.A.S.A. O Z
19 PUSH-BUTTOM LOCK
20 12'x 3/5"WHEEL SPACER NYLON N.A.5.A. Z (_
14 1B 14 21 1/16•-1X2,1X2.5,IX4.I.5X3ANGLE5 6063-TS ALUMINUM N.A.S.A. Q Z U)
16 -I r 22 STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A Lu p O In
15 L1ATI@IAL 0 14 22A 5TO MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A = p
13� 13A - 2213 STD LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A, p 04 O CW'J
13A-41 OX2'HH O
BLADE SCREW
410 STAINLESS STEEL
U
0.500 0.460 J
J
I0-.�4I611 0.390--��_Iy
0.20 0.390- 7 �11 1 0.44. 0.03
o� 1 IT
o o ! N i ANCHOR 5CHEDULE o
�� Ici
o.310 TYPE DESCRIPTION EMB E.D. G m
T { 14-STAINLESS
0.44'0 A I/4'fTW TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 Tom'
v O I-II-(`(r 6 o ly{Lt�J,y-t_ o STAINLESS STEEL 1/4'ELCO ULTRACON INTO 2700 PSI CONCRETE -1.75----- 2.5 �
0 0 o FLAT WASHER Al 14'TiW TAPCON INTO CONCRETE BLOCK 1.25 3.0 w
114'ELCO ULTRACON INTO CONCRETE BLOCK _ 1.25 2.5
16-.46'0 X.65' 15-.46.0 X.93' O
0.50 NYLON WHEEL BUSHING NYLON BUSHING B 14-20X1 ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE 0.875 3.0 0
20-112'0 X 0.30 B I 14-20X I ALL POINTS 50LID-5ET INTO CONCRETE BLOCK 0.875 3.0 a (�
NYLON WHEEL C I 'WOOD LAG SCREW INTO G=.55 WOOD
SPACER D I/4"-14 SELF DRILLING SCREWS INTO 1/8'STEEL OR ALUMINUM --- 0.75 O Q
CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1 1.75 3.0 N
CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 z _
NOTES: ED:EDGE DISTANCE SHALL BE BEYOND WALL DRESSING
12-WHEEL CARRIER EMB:EMBEDMENT SHALL BE BEYOND WALL DRESSING 1K
STAMPED SS WITH 1/4'TAPCON.IM'CR MrLD(.014 WOOD 5CREV.5 CAN BE USED IN REPLACE OP 1/4'LAG 5CRMS
p NYLON WHEELS oRAPeNc4MDReNc
�6
SCALE-
INA
CA LNA
D DATE:
ED
d 04128/15
oRAw Nc s
f-1.24�
sneer
II OF 13
a�EPr'" SHUTTER COMPONENTS ••,•`d�,•••,•••••Ff
4.54 0.1 1.23 d• ��••' f,.,, •�.
4.08
o• o �~�
D.l0 aJ- 1 a
�3.0o No. tic.-1.
T
m 0
2.83 0.64 - *: eHp
p-T -� 1ry 2.41 0.60 1 A-STARTER BLADE
1 00 h moo• a�Oi, STAT
o
°_'•`%gyp P °�P_
1-0.05'ACCORDION BLADE -. d + o ��S `'� R^••"'' `•0�,O
o � � N '-S�ONAL � •••'� �
0 0.86
h -�__L o.77 '�- APR 2 8 20 a o
4
,161 0ou
B 580.61 3 07 0.075-RECESSED TRACK OPTIONAL SILL MOUNT ONLY 9-I"JAMB CLOSURE v U Nt w
h 3-I°// BUILT-0UT TRACK 3.1-1'//L BO TRACK W/O U O O
2 1.65, 3.70 u�l W IOn O w
O' HEADER/SILL MOUNT RAIN GUARD(RG)
8 1 C-0.05'FLOATING STACK BLADE n
01 T- 9A-2°JAMB CLOSURE
2.28 I
0.86 aN I j
0.61 QO 9B-HD JAMB CLOSURE
4.56
4.08 m 3.23 - \Q\
^ o / W Q
0 0 0 ��1;01
1.99-
05
m o o �- 97 0 2.60 2.Bi O
O LLJ
3.21 0.95 l-1.13 o p F)
06
I B-COMPOSITE 3.37 6L 1.48. 0.�' lLJ O O Lo
ALUMINUM/LEKAN BLADE 4-°A TRACK 2.04 p a- �o w
U51AN POLYCARBONATE APPROVED SILL MOUNT ONLY m K O U
AS PER NOA 13-0717.01 _ 7-UNIMATE W/O UP ^ -
XL 1 02U LOCKING BLADES "' 0.06 D_V J Q g
n
- c J
-2.43
1.83--� 0.86 3.92 -
0
0.61 0.46 22-FEMALE STD 22A-MALE STD
C5 L o 0.61 2.85 LOCKING BLADE LOCKING BLADE
M
0.79 tp
n Q o
O.61 c S; p ''� _
0.07 U
RG 2.09OPTIONAL
7A-UNIMATE W1 LP
2-INSET TRACK W/RG 2.I-ER/SIU.MO NT RG 0 6 ADJUSTABLE FEMALE 0 07 LOCKING BLADES 228-LOCK KEEPER INSERT O Q Z
HEADER/SILL.MOUNi HEADER/SILL MOUNT, Ka-
HEADEW SILL MOUNT O (�
0.125 �\�N-iERHATE CALKOg-
( /(y ENO�CFPTOR 0.51 2.31
Q
Vl/ 3.83 2.07 0.09 1.77 .51 1.56 0.41 z Z L
1.91
P K
_ _ _
a C m
TL . 006 T 2 IXtAFING{NI.TS PIG
O f.01 .. NfU o �Ri fU "'.-: 1.99 O O O SCALE:
0.8 I
__ Al 0.83 o o DATE:
'j �2.61 �.7
0.61 IL 88-ADAPTOR FILTER 04/2&15
RG 3.36 0.O8 USE WITH 8 AND 8A DPAWING e
OPTIONAL D,OB
3A-2'BUILD-OUT TRACK 3A.I-2°BO TRACK WIO GA-ADJUSTABLE MALE 8-FEMALE HD 8A-MALE HO 15-1 12
sneer
HEADER/SILL MOUNT RAIN GUARD(RG) HEADER/SILL MOUNT LOCKING BLADE LOCKING BLADE 12 OF 13
�. E F/
SECTION X •°gyp�;...EHaF •i• �
TRACK 2 OR 2A IN5ET MOUNT •••Q�+'• s�O u eu
5ECURED TO AN ALUMINUM PLATE NO. '260 1
BETWEEN WOOD TRU55E5
a
0.63 0.62 •••'cs'���NA4 � `�•��Q
•• ��\•� N tYI
1.25-}-1.25—I-1,2s 5.00 '•••III.../.. v a m
II �� APR 298 2015 0 0 0
(4 PER RAFTER) ryU 521/4'X
X'2 1/4 FH TAPCONS -T 0 u?A S¢
WITH 2' MINIMUM I/4"X5'GOG3-TG ALUMINUM PLATE O O"0
PENETRATION INTO WOODc) u
C9m>t7
"zln¢z
3winow
a 5.00� Q
_ 1/4'X5' OR I/8-X5' 6063-T6 o T" U~1
m 2,2A ALUMINUM PLATE SECURED TO 1
_ RAFTERS AT MAXIMUM 24' OCo
ALTERNATE TO PLATE
SEE TABLE BELOW FOR SHUTTER a Q
� I SPAN 4 PRESSURE I/4'X2"X5'GOG3-TG ALUMINUM ANGLE \ W Q
w
w 1/4'-14X 2' SELF DRILLING SCREWS z
F az SEESHEET 5 MOUNT TYPED z 3
a ANCHOR TYPE D FOR ANCHOR SPACING
¢ZU)
j� 1/1B jlu Q p lu
II O o D0[Dc�G
�{- lu
s.oo� ORO
y II (J
J
O
I/8%(5"6063-T6 ALUMINUM PLATE '
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5
FOR5ECfION X WrrH 1/4'ALUMINUM PLATE FOR5ECTION X WRH I/8'ALUMINUM PLATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED C5
00� m
SPAN PRF55URE(P5F) SPAN PRE55URE(P5
IN BLADE I BLADE IB (IN) BLADE I BLADE 15 T u
60 ±159 ±159 GO ±99 ±99
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE OO z
84 ±113 ±113 84 2:71 ±71 1/8'X2"X5'GOG3-TG ALUMINUM ANGLE ni O
90 ±IOG ±IOG 90 ±GG ±GG
108 ± 88 ± 88 108 ±55 ±55
12G ± G8 ± G8 12G ±47 ±47 c
132 ± G2 ± GI 132 ±45 ±45 N Q F
144 +48,-52 +45-47 144 1 ±41 ±41 z
I G2 +30,-40..l+28,-33 I G2 ±30 13, 30
PK
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DFAMG/MJRENC.
SCALE!
NA
DAZE:
04/28/15
DRAWING 0
15-112
SHEET
13 OF 13