HomeMy WebLinkAboutPRODUCT APPROVAL • Fldrida Building Code Online Page 1 of 2
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Regulation
Product Approval Menu>Product er ADoliCa[iCn S=_rrch>Application UsApplicatlon Metall
�'(. FL1b893 R2,. -)
(cation Type Revision
`g-oderVersion 2uis
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
',� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Pedro De Figueiredo
the Evaluation Report
Florida License PE-52609
Quality Assurance Enthty + ----�-National Accreditattlo a d Management Institute
Quality Assurance Contract Exptration Date 12L31/2015
a 1 a e By Jesus Gonzalez,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16893 rR2 COI 15-112 CI.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005 IL
ASTM E1996
ASTM E330
TAS 201 1 4
TAS 202 19
TAS 203 1994
Equivalence of Product Standards
Certified By
1 0
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 6/310/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 04/28/2015
Date Validated 04/30/2015
Date Pending FFC Approval 05/0612015
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 .Emstaillation.Instructions
Approved for use in HVHZ:Yes ME $93"I'll,
Approved for use outside HVHZ:Yes
Impact Resistant,-Yes Created by Independent Third Party: Yes
Design Pressure,+160/-160 Evaluation Reports
Other.PRODUCT TO BE MANUFACTURED,DESIGNED,AND FLI6893 R2 AE 15-112 PER.Ddf
INSTALLED PER DRAWING SPECIFICATIONS 15-112 Created by Independent Third Party:Yes
Sick Next
Contact Us::1940 NortMonroe Street,Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida Is an ANEW employer.Cooright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statem-n
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 mall.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 ofilcial communication with the licensee.However email addresses are public record.If you do not wish to
supply a persona)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:
�Ccurilymk I fut:>-
http://wv,v-vv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVP... 6/30/2015
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�SUPEf�N-OVA ACCO{ D{ON=SN-UTUE �' ,,'Q °E s�
EXTRUDED ALUMINUM ACCORDION SHUTTER i N 5260
*. •k L ��rL
FLORIDA STATE APPROVAL
CODE VERSION:FLORIDA BUILDING CODE 2014
APPROVED FOR USE IN HVHZ AND OUT5IDE HVHZ
CATEGORY:5HUTTER5-- SUBCATEGORY:ACCORDION
IMPACT RESISTANT:(LEVEL D)-LARGE 4 SMALL M1551U!
APR 28 2015 w o uj
o
a
GENERAL NOTE5: (FLORIDA BUILDING CODE 2014-HVHZ non HVHZ) TABLE OF CONTENT5: °° o
�z '
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND ERECTED TO SHEET DE5CR)PTION
mo
EA51LY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS
(LEVEL D OR LARGE M1551LE)WITHIN THE ALLOWABLE DESIGNED PRE55URES AND LIMITATIONS STATED IN THI5 I TABLE OF CONTENTS,GENERAL NOTES,USER IN5TRUCTION5
APPROVAL. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55 N
2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH TIE 2014 FLORIDA BUILDING SEPARATION TABLE 2 u�
CODE UNDER TA5 201.202 AND 203,ASTM E330,A5TM EI WG 4 ASTM E199G. Q
3 TYPICAL SECTIONS A.81,B2,53,154 WITH ANCHORAGE TABLES > w
3-POSTING:A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2014 SECTION 1710.8.IT SHALL BE ONE LABEL PER
OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE. 4 TYPICAL SECTIONS B 4,C WITH ANCHORAGE TABLES O
z N
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A PROFESSIONAL 5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES 0 O
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT w :EEXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE USED. G TYPICAL SECTIONS F•G 4 I WITH ANCHORAGE TABLE5 =O LL 0 O
O� AUK
5-MATERIAL.•ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-TG OR A5 NOTED. 7 JAMB AND CORNER SECTIONS°J'
G-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 8 LOCK MALE 4 FEMALE SECTIONS'12 J
INSTALLATION AND LOADS AS PER THI5 APPROVAL.
9 LOCK UN(MATE SECTIONS'M'
7-USE:IT SHALL BE THE OESPON5I13IUTY 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. ua' rp
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. Y'`Y
7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 12 COMPONENTS
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS FOR THI5 13 SECTION'X'DETAILS U1
PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE FOR WIND LOAD HAVE o tu
BEEN U5ED.
0
A55OCIATION: Q
USER INSTRUCTIONS: N . 1.e 1 . S . l e, z _
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 5TANDARD COMPLIANCE: NATIONAL APPROVEDP K
ASTM E330,E199G(LEVEL D M1551LE) 5HUTTERA550CIATION L.L.C.
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRE55URE ON TABLE I OR TABLE.I A. TA5 201,202,203(LARGE 4 SMALL MISSILE DRAMNG..M>'=W-
A5CE 7-10,55TD 12-99,ADM-10,ND5-12 8717 NW 117 5T,STE I
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. HIALEAH GARDENS,FL 33018 x0LE'
Tel.:(78G)G2 I-G70G NA
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO BE USED AS Fax:(78G)G2 I-6708 DATE:
PER SHEETS 3,4,5,G,7 4 8.SECTIONS CAN BE INTERCHANGEABLE. WWW.NA5A5HUTrER.COM 04/28/15
DRAWNG.
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN 5-1 12
PRESSURE FROM GENERAL NOTES 4 5haT
01 OF 13
�kT1�f'iLE TABLE I A INTERIOR/EXTERIOR 6.58 NO. 260 o n
MAXIMUM AUCIWABLE` OBLADE MAXIMUM ALLOWABLE S 1 6 R I B BLADES `.*) lk`. r
SHUTTER SPAN X PRE55UPE SHUTTER SPAN X PRE55URE 1� 100') L� - _ ''0 i °�': W
BLADE 5PAN PRE55URE(P5F) BLADE SPAN PRESSURE(P5P) ALL ALLIMINUivt l3LA E5 '0,�e%-,-'to
•J-v
INCHES N INCHES -P-079—
N t 1 '•yFs , ,'�••„o�
60 160 160 60 160 160 INT R/_EXTERII I R� s/ONAL ' s a m
66 158 158 66 158 158 ••••.•F..0"' �
72 144 144 72 144 144 0 0 0
78 133 133 78 133 133 API? 2 ZOIJ 3
84 124 124 84 124 124 NTERIORI ExrEwoR 6.58 z a 9�
90 1 16 1 16 90 1 16 116 1 1 1 COMBINATION O O O
96 108 108 96 108 105 100' ALUMINUM/LE)(AN BLADE5 �Z,s
104 100100 104 100 100 BLADES CAN BE ARRANGED IN MANY -wino w
108 Is
108 93 93 COMBINATIONS AS REQUIRED
114 114 83 83 1B 1B
120 120 75 75 INTERIOR/EXTERIOR
126 126 68 68
132 132 61 61
138 138 53 53
-�.,y�,: INTERIOR/EXTERIOR
al'i44,=.,�_- :: 144 45 47
150 150 38 42162 162 28 33 1B� iB� IB�\ ll
�w w
NOTES: "A� ALL LEXAN BLADE5 O =-
I-ACCORDION SMURER BLADE SPAN(INCHES)EOR ALL CONOMON5 1 B � �Z IT]
2-PRE55URE-DE51GN NAND LOAD(FSO
3-UNM INTERPOLATION 15 ACCEPTABLE EOR DESIGN MUD LOADS AND BLADE SPAN BM 2EN TABULATEDW 0 O N
VALUES. INTERIOR/EXTERIOR _ p L �
4-USE TABLE LAWN@!ONE OR MORE TYPE I B BLADE 5 USED W
5-BLADE REVER50 INSTALLATION 15 ALLONED FOR ALL MOUNTED CONDITIONS O O K
MINIMUM SHUTTER SEPARATION FROM GLAZING u
,TYPICAL'El�/ATN TYPICALCRO55.5EGTION
A,B,C,D,E TOP TRACK GLAZING 5EPARATION (INCHES)
BLADE TYPE BLADE SPAN ql
< GO° <=104° <=162°
.~ G m
m
1' anss Lilt I UVAT10145
C.) SFENNTIDI
a' 11
I- a r a LEXAN 3' 3° 3° w
o <-3d MATION o Q
t- y L. M, N
w LEXAN 2 I/8' 3° 3° Q
aa >30 ELEVATION
K J
F W Q
NOTES: Z Z L
� I-SEPARATION FROM GLAZING AREAS SMALL BE MEASURED FROM
H 2-GLASS 5EFARATION 15 APPLICABLE ONYL WITHIN E NVHZZ
PK
(BROWARD AND MIAMI-DADSPE
COUNTIES).VAUD XNE 4 AS R
= ASTM E 1996 AND P59EMIAL FACILITIES AS DEM®ON ASCE
y 7-LO.
3 WMGI 5nMTER 19 A55WSLED MTM BOTM rYM OF BLADES TMG 1
LARGEST GIA55 5EPARITION SMITH AMY.
BOTTOM TP.ACK sNALE.
A,B,B1,B2,B3 NA
84,C,D,E,F G I DATE'
SHUTTER WIDTH (SW) DRALVlNGf
LOD,
4/28/15
NO LIMITATION 5-112
5-112
sneer
Of 13
••/r/1//I/IIiOII
TYPICAL 5ECTION5 A,131, 132, E53,E54 _ ��.••' DE F�
AND ANCHOR5CHEDULE - f / .-
a #10X3/4' TEKS
1/4-14X1' GR5 SDS OR W z
5ECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC O a HSN
DUILf-OUT ON ANGLE SPACED AT 12'OC ti NO. zBO i
HEADER OR 54L16 ,*e *: owe E
OPTIONAL
11 5ECTION 04
2,2A ram= ADJUSTABLE TRACK
ON REVERSE ANGLE '�4�if' ~'•+,,.,,,,+•'' \-p2 o v
_ EMBED. w SILL CNLY ��ONAL • "'
•.� N
-^ �� 'I•an/uurr
rsn r ^' W ANCHORS DESIGNED a O
Lr AS PER SECTION B4 APR 2 8 2015 v a
ANCHORS DESIGNED ax 10 4EIBEI�ON TABLE BELOW ?AS PER SECTION A O O�`19)1/IB ON TABLE BELOW ��>0= 'L 1/4-14X1' GR5 SDS OR
¢ 1/4-20X3/4' PHMS W/NUT 3 w 0F aSPACED AT 5'OC
5ECTION B 1 ''
y 1/1 B 'A'TRACT ON I j
REVERSE ANGLE -�
SILL ONLY
1/1B Kry
W W ANCHORS DESIGNED a
5ECTION B3 O z
z AS PER SECTION B1 W #10X3/4' TEKS �_
.4 11 ; �' ON TABLE BELOW a ADJUSTABLE ON z ? -
_ a AT 12' OC
E'+a ANGLE
Lo m SILL ONLY zN
V ram " SM
ANCHORS DESIGNED �. p�
1/4-14X1' GR5 SDS I W 0 O
1/4-20X1/2' HHMS W/NUT i; EMBED. � ,^ S PER SECTION H3
` I',N TABLE BELOW O o5
SPACED AT 12'OC T `� o
x W
w ;x
-1 s J
I 7 J
Z 8
EMBED.
a " ANCHORS DESIGNED
w 1/1B tr`••``�� AS PER SECTION B21/4-14%1' GR5 SDS OR t12
_ 16 r "'� ON TABLE BELOW 1/4-2OX3/4' PHMS W/NUT p
Li 1— OPTIONAL i'' w o SPACED AT 5'OC m
H MAX. BLADE SPAN IN INCHES ui
4 l i ti EMBED.--� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF) z
SHEET 11 FOR ANCHOR TYPE w
Y BASED ON SPACING IN INCHES ON CENTER O
5ECTION B2 ANCHORAGE SPACING o
1/4-14X1' GR5 SDS OR 162 132 108 84 60 9
1/4-20X1/2' HHMS W/NUT °,°TRACK ON F s E I EI I E I E1 I E IEl E E1 E EL
SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 ¢ Q
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98
A,B1,B2 8 40 40 62 62 93 81 124 105 160 146 z _
MAX. BLADE SPAN IN INCHES B3,B4 6 '40 40 62 62 93 93 124 124 160 160
4 401 401 621 62 93 193 124 124 160 160 P K
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5 F) B A 5 E D ON 5 P A C I N G IN INCH E5 ON CENTER °RArR4#M0FtW_'
ANCHORAGE SPACING 162 132 108 84 60
ve .
A At B IBI IC ID A Al IB 1131 IC D A AI B B1 C D A Al B B1 C D A Al B BI C D NA
SECTIONS 14 40 -- 40 40 tF
-- 62 49 62 49 90 22 93 60 92 60 116 9 124 77 118 77 160 40 160 108 160 107 DATE:
12 40 -- 40 40 62 21 62 57 62 57 93 25 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125 04/28/15
A,B1,B2 840 26 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 DRAING0
B3,B4 6 40 35 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 24 124 124 124 160 94 160 160 160 160 IS-112
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 6nEET
03 OF 13
TYPICAL SECTIONS B AND C
DE F/
AND ANCHOR SCHEDULE ;,`Q/ „•-�: GENg� - v
No: 260
% 1 6
ANCHORS DESIGNED 'A= F
AS PER SECTION C F(
ON TABLE BELOW ��F ,�1R.•"" ��.•;o_
J— OAL
{ �am8
" APR 28 2015 via,
J N Q 2 p
'SOD Il i:'.:••iti+2=;. 16 ..-i+': �]W mo 0
D uz]
CPTIDNAL
Z _
H ANCHORS DESIGNED
AS PER SECTION BF-
2,2A 11 c ON TABLE BELOW SECTION C- —
t w .�_W/rl.I:MOUNT VviTFI N
SECTION 8 W Q ~ a TRACK 3 OR 3TC"
HEADER OR 511L
BUILT-OIJf ON -: h I/IH ` W Q
REVER5E ANGLE _ '" EMBED.
HEADER OR SILL 7
Z
ifi
1/4-14X1' GRS SDS OR I LlJ O Tt
11/4-20X1/2' HRMS W/NUT na 3,3A ®Q 0 D— 0 iu
SPACED AT 12'OC N - o O
v
jj Svc ANCHORS DESIGNED U
AS PER SECTION C
ti
ON TABLE BELOW J
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON °� O
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PR.E55URE (P5 F) 5 A 5 E D ON SPACING IN INCHES ON CENTER m
ANCHORAGE SPACING
162 132 �SI08� 84 60 �
A Al B BI C D A Al B B1 C D "A I-" B B1 C D A Al B B1 C D A AI B Bl C D z z
14 40 -- 40 40 40 40 62 18 62 49 62 49 681 2� 86 60 81 60 104
*77104 77 145 40 155108 146 1078 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 i26 93 70 87 70 111 112 89 156 47 160 126157125p Q8 40 26 40 40 40 40 62 32 62 62 62 62 93 139 93 87 93 86 124 124 111 160 71 160 156 160 155 8B 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 124 124 160 94 160 I60 1 0 160 0 ((�4 40 40 40 40 40 40 62 62 62 62 62 6293 76 93 93 93 93 124 124 124 160 1137'1'n "0'150'150
� Zqz�
MAX, BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE-\ MAXIMUM ANCHORAGE PRESSURE(P5F) P K
SHEET 11 FOR ANCHOR TYPE
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 106 1 84 1 60 DRArTM&V w-
s E I Ell E I El I E JEI I E E1 E E1 sr.M.
14 40 31 62 38 87 46 112 60 157 84 NA
SECTIONS 12 40 36 62 44 93 54 12 L 70 160 98 VATe,
B 8 C 8 40 40 62 62 93 77 124 99 160 138 04/28/15
6 40 40 62 62 93 88 124 113 160 158 o uvnNc.
4 40 40 62 62 93 84 124 108 160 151 15-112
sn¢r
()4 OF 13
DE F/
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E f.GH ANCHORS DESIGNED ,0 �,,r� C EMae •%
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH 4
ON TABLE BELOW ON TABLE BELOW !
No. 260
CED) EDGE w (ED) EDGE 3°0<
DISTANCE w - DISTANCE s X S A
O R Q� \a��p
'•V \�,'.N FI
..i•nu01
2,2A.` #10X3/4' TEKS
= AT 12' ac APR 28 2815
UaE2A
mm =ON-1CED) E41-E
O Ow DISTA2 z u��i
M ul
a 5ECTION E
N wy 1/1B ANGLE INSET MOUNT W n mm
I HEADER OR SILL _
x SPACEDXAT/12'p�KS
W
X f W Z
SECTION GH
NT
ANCHORS DESIGNED w wy AD,HEADER/5111• > j w S
m AS PER SECTION E -I
ON TABLE BELOW z
= li 3,3A 1/4-14X1' GR5 SDS OR 0 Z N
1/4-20X1/2' HHMS W/NUT W O
SPACED AT 12'OC
w_ _
o ttoD�
F I' L11 a� O¢S
ti as 1/1B
�a
MAX. BLADE SPAN IN INCHES �2 O
SEE ANCHOR SCHEDULE ON M
SHEET 11 FOR ANCHOR TYPE M
MAXIMUM ANCHORAGE PPE55URE (PSF) 5A5ED ON SPACING IN INCHES ON CE
ANCHORAGE SPACING 162 132 �iDB= ' 84 60 162 132 108
A B C D A B C DA; H C D A B C D A B C D s E E w
+c34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41 o Q
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 7119
CSEC710Y p, 8 40 40 26 32 55 62 32 39 67 80 40 48 86 103 51 61 121 145 71 86 8 40 62 83 0 (� 0
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 40 62 93 Q
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
11 -- 22 -- -- 22 26 -- -- 27 32 20 -- 35 41 26 24 49 58 3 34 11 22 27 33 43 60
9 22 26 - 27 32 20 - 34 39 24 23 43 51 3l 30 60 71 44 42 9 27 33 41 52 73 z _
SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 5 82
6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 10 65 62 6 40 50 61 78 109 .
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 D?PMM.M0WDr-
9 20 2429 - 30 36 23 21 39 46 29 27 55 64 41 37 9 4 30 7 4 66 5wc:
SECTION GH 8 23 27 - 28 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 2 37 44 2B 25 46 53 34 31 59 69 43 40 B2 96 61 56 6 37 45 55 71 9 Dnre,
4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103 04/28/15
DRAW NG
15-112
511=
5 OF 13
W.
DE
TYPICAL 5ECTION5 G,F AND I ' l
AND ANCHOR 5CHEDULE f ,•�jr�,� ENBF �'o
No. 260i�-
Z
a 1/1B a¢ `SECTIOPiI =�oi 4�
h rW- ti .-;+RECE55EDMOUNT �'JO STAT r7
f- a j M SILL ONLY ��� ��0 R 1 Q,,P.•• \��i_
_ ¢ #10X3/4' TEKS =
= AT 12' oc
-wm
_ _� rnarornr�VIM
a m
a
5ECTION G ANCHORS TYPE APS 2 B 2015 U a
I ADJUSTABLE MOUNTA, B: C OR D Z z O 0a
y SILL ONLY EDGE CLEARANCE(EG) .SPACED-AT-48'0c- --j e�a O O t
IMO CONCRETE=4'(3000 P51 CONCRETE) ..i Lt U w O
-. INTO WOOD-2 1/2°(WOODSG:O.55) ? (EC) EDGE APPLICABLE FOR ALL LOAD i U 5(�
N i
INTO METAL:2'(GXs3TGwuM.0an51MA3GSM3 ;t, CLEARANCE CONDITIONS FROM TABLE 1 7-Ln
3 3wuo
3
rr
(ED) EDGE M
t :,•.Iw= :.: 5:<+.r['. DISTANCE
STANDARD LOCATION 2 ALTERNATE LOCATION d 16
16
ANCHORS SPACED
AS PER SECTION G '� w ANCHORS SPACED
AS PER SECTION GI
ON TABLE BELOW (ED)
OEf ON TABLE BELOW Q
rDISTNU -f 1/1B w
—SECTION-f—
O
ALTERNATE (ED) Z=
EDGE DISTANCE I Ao4 •A-5TICONLY'—
�/ zt`n
17
= W _oN
:3 ��w
r ANCHORS DESIGNED K U
�- AS PER SECTION F 2 U
_ N TABLE BELOW�;:j J
. J
w oC a0
(ED) EDGE a m
MAX. BLADE SPAN IN INCHES DISTANCE
SEE ANCHOR SCHEDULE ONto
SHEET 11 FOR ANCHOR TYPEMAXIMUM ANCHORAGE PRESSURE (PS F) BASED ON SPACING IN INCHES ON CENTER f w
ANCHORAGE SPACINGQ
162 132 84 60 1 162 132 108 84 60 0 O
A B IC ID A B C D aA] C D A B C D A B C D S E E E
16 -- -- -- -- -- -- 38 45 27 26 16 -- 21 26 33 46 < U
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 Q
SECTION G 8 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 92
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 1211 7L 70 6 40 56 68 88 123
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
6 16+ 28 34 15 21 35 2 -- 25 X42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 531 8 95 C� {�
[SE iTC O S 12" 38 40 20 27 46 56 25 34 57 69 30 41 73 88 t3953 102 123 54 74 1240 5 701 90 127 I 1G1 OR 8 40 40 30 40 62 62 37 50 85 93 45 62 109 13279 153 160 81 111 8 40 62 313616040 40 40 40 62 62 49 62 93 93 60 82 145 160106 160 160 108 148 6 40 62 93:160 160 M`h0�`�z4 40 40 40 40 62 62 62 62 93 93 90 93 160 160158 160 160 160 160 4 40 62 931160 160 sous,
NA
VATE:
04/28/15
DFAVANG r
15-112
sneer
OG OF 13
DE F
r'`--TYPICAL HORIZONTALEN'„„
(JAMB AN'D CORNER SECTIONS J `�'�' f
OPTIONAL No. 260 :
SEALANT
MIN. C 3) ANCHORS
ANCHORAGE TO WALL
SEG-TIOrTJ TYPE A,FROMS ENDSL-ZITMO
5FJ I ? ,�'+ A
IS NOT NECESSARY _`JAMB CL05UR0r (0 R ti 0•,. �•_
a WALL MOUNT AND ONE AT MIDDLESURf-
�'..Fs`w„,„„.
UNT
l ,y> .IIr nlnljl Q a l�7
Cx2) #N DXDI TSDSOM IA APR 282015 ou
9,9A TOP ANDBOTTOM U U°Z O
TRACKS
lA ZUOO�
Ire==� Cf c9m S
3z:D¢z
II � rm
I� r
oF
I C7'fJ ZQ
I I_--
Mm � N
N
TOP & BOTTOM TRACKS \Q\
/
0 _
1 z
IB
o:x
W pON
M
p0�
ANCHORS TYPE �(n d
A, B, CORD
SPACED AT 24'13C
J
w J
w
(ED) EDGE
E DISTANCE r'
w _ r�
EDEC
. ED. STION JZ
_ JAML B,CL05On
"BUILT-OUT MOUNT
21 OR 11 �j ON
#10X3/4' SS SMS OR
3/16' POP RIVETS SECTION J3 z
w 1A SPACED AT 24'OC w
CORNER CLOSURC 0 Q
o!
QU t�i
O Q
z Zt
N
PK
�AIT111G/MJRL NL.
5CA1L
7 OR 7A NA
1J 1J
7PUSH BUTTOM LDCK DA7C:
IB IB LOCATED DN ACCORDION 04/28/15
INTERIOR OR EXTERIOR SIDE DRAWMGI
I5-112
9HQT
07 OF 13
TYPICAL HORIZONTAL SECTIONS .``0,60�Ica�� ENs"` '�'•,:
HD LOCK 5ECTION5 L ;Qk)/rr' �•R } g
260 i"° oma
STAT C 9
NOTE:5HUTTEK CAN BE LOCKED FROM %OAF`s 0 R
INSIDE OR OUTSIDE BY PLACING LOCK ��NAL /' m e'm
INSIDE OR OUTSIDE AS REQUIRED. o u a u SECTION L p//
r- ��� LOCK BLADE SECTION
y r w w W CLOSE POSITIONQPR o Q o
�
0
2 2015
01 + uz 0o
yw 0C�0 Q
V'mSc�
L ,
N
1 Q
IH IB > j W Q
8 8A O in
Lu
68 Il_.I p O N
�A- u2�
COMMERCIAL MORTISE LOCK W/ �
EXTERIOR KEY OR THUMB TURN 0� o g
AND INSIDE THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C OR
SPACED AT 24'OC J
ALTERNATE 5ECTION L I
5ECTION L LOCK BLADE WITH
LOCK BLADE SECTION STARTER BLADE SECTION IA
OPEN P05MON D%mT O
m
1 �m
2 2 LUN
o Q
s _
N •Q Q
Mcl
Z Z L
8A
L8A� B P K
B 1�IBJJJJJ
aurnNcanorte+c.
COMMERCIAL MORTISE LOCK W/ 5CALE'
EXTERIOR KEY OR THUMB TURN NA
AND INSIDE THUMB TURN DA'L
I COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8 4/28/15
IB EXTERIOR KEY OR THUMB TURN 1B DpA'mNG0
AND INSIDE THUMB TURN 15-I 12
INSTALLED ON SHAPE 8 sneer
L08 OF 13
F TYPICAL HQRIZONTAL-. .--_-j �.'''p�. E�F1
UNIMATE LOCK SECTIO_N_S_M �--� OPTIONAL LOCKING PINS J•',,�� V�
` APPLICABLE ONLY TO Q+l No. 260 "
SECURE STACK IN THE `
OPEN POSITION
3 TAT � it:i
N
7A. �'��s* 0Rl�p N `0 v
�''•.S�ONAL � ,,p•'u N m
NOTE:SHUTTER CAN BE LOCKED FROM L '••�•��'."" a 2
INSIDE OR OUTSIDE BY PLACING LOCK z a 5>crioN M APR 2 S 2Q15 '.080
INSIDE OR OLIT5IDE A5 REQUIRED. o F LOCK BIppC.gp.GTION.- ,�.a p
N F W CLO5E POSITION 7A Z O Q
0
J¢y 4 °-C UONWO
WNW u7 W M,a F
Q
N
7 OR 7A ° 7 OR 7A
cN 7 OR 7A >
0 'zM�
IBJ 1/4-20X3/4'THUMB SCREW
LOCATED ON ACCORDION Q Z N
INTERIOR OR EXTERIOR SIDE
DRILL AND TAP OPPOSITE 1/4%1 1/2 PULL PIN (L C1 O
6 3 BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE j
PUSH BUTTOM LOCK WITH KEY OR n O
THUMBTURN LOCATED ON ACCORDION - 0-V J <
INTERIOR OR EXTERIOR SIDE
7U
ALTERNATE SECTION M I
5EGTION-M7-9 LOCK BLAOE MATH
E 11-ON -yr STARTER BLADE SECTION
OPEN-P03ITION-
y 112
ANCHORS TYPE
A, B, C OR D m
7 OR 7A SPACED AT 24'13C m
7 OR 7A-,,, 1A Z
OI801lIENT � Q w
/A"11111 1 No( n 0
Ulm 7 OR 7A W ON Q
Q
I
1H PUSH BOTTOM LOCK 7 OR 7A P K
LOCATED ON ACCOR➢ION
INTERIOR OR EXTERIOR SIDE
CRARING tb1C%3'PiC
5CAlL:
NA
i#lB'
DATE:
L� 1B 04/28115
E1ll-�No
.5-112 OF 13
.............
II....., .
TYPICAL HORIZONTAL SECTIONS ',��� , D, F/
5TD LOCK 5ECTION5 N Q, ,••�G ENBF :: g a s
! No.5260 eo a o4.
ID
NOTE:5HUTTER CAN BE LOCKED FROM 'O�Fit? �Rp ���,•�_v
INSIDE OR OUTSIDE BY PLACING-LOCK SECTION N
IN51DE OR OUTSIDE A5 REQUIRED, LOCK BLADE SECTION
6 E2 M
How CLOSE POSrt10N 4PR 9 8 7.015' a
'Jud" �OO 0V
Ny 38(n (9
E W In OLL�l
N
N
IB IB w 6
22A 22 Z H
5 ¢z n
68 22B W O D
�D— ty
0
• ANCHORS TYPE
A, B, C ORD
SPACED AT 24'OC
ALTERNATE SECTION N 1
5ECTION N LOCK BLADE_
LOCK BLADE 5ECTION STARTER BLADE SECTION I A
OPEN P05MON MEf►�L7f O
�1
92
m
3j 2,I5 W
z
0 W
o
HUI 11 D�
0 (f) 0
N
� Z $
/ 22A 22 P K
22AJ
1 IB J 22H
•Momw-
SCALE:
22 NA
DAM
1 1
4/28/15
1 B I B DRAWING�
15-112
sneer
10OP 13
T AA,�A��NIAUA/qry
TYPiCAL:BLADE ASSEMBL r�°•�� DE f/
_ BILL OF MATERIALS j
REM DESCRIPTION MATERIAL MANUFACTURER Z Q f .,
13-T 1 BLADE 6063-T6 ALU INUM N.A.S.A. N 5260 ; - N
I A STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. *' * ?* 8,1!
12 13A 113 COMPOSITE BLADE 6063-T6/LEXMI N.A.5.A. g
16 19 I C FLOATING STACK BLADE 6063-T6 AlUMI1JUM N.A.S.A. S i i(FT]@NL 2 CEILING TRACK 6063-T6 ALUMINUM N.A.S.&20 3 1'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A o � , 0 l ° N`00 Li
3A 2'N/ALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A16 4 'A'TRACK 6063-T6 ALUM114UM N.A.S.A. ••, SNA . m m
14 1HJ 5 RECE55ED TRACK 6063-T6 ALUMINUM N.A.S.A. "•�•����'�� a"�m
6 ADJUSTABLE FEMALE TRACK 6063-TG ALUM114UM N.A.5.A o<O
GA ADJU5TABLE MALE TRACK 6063-T6 ALL 'UM
N.A.
APR 298 2015 u °a o.
7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.S.A. z Z
7A UNIMATE LOCK BLADE W LP 6063-T6 ALUMINUM N.A.5.A. aa O O s
HEADER ~ 8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. Gi U m w O
0.14 8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. Z R¢2
8B HD ADAPTOR MILLER 6063-T6 ALUMINUM N.A.S.A a U m O w
3-010X3'HH 9 _I-JAMB CL05URE 6063-T6 ALUMINUM N.AS.A.
BLADE SCREW 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A
410 5TAINLF55 STEEL !0 1/4-2X ANGLE 6063-T6 ALUMINUM N.A.5.A.
I I I/8-2X ANGLE 6063-TG ALUMINUM NASA.
12 WHEEL CARRIER PLATED 5TEEU NYLON N.A.S.A N
13 N I0X3'MH BLASE SCREW 410 5TAINLE55 STEEL N.A5.A.
.19 t3A #I OX2'HH BLADE SCREW 410 STAINLESS STEEL N.A5.ASILL Li
14 0.44°0 FLAT WASHER STAINLESS STEEL N..A.5.A. \ ? Q15 0.46'0 x0.93'BUSMING NYLON N.A.5.A. /16 0.46'0 x 0.65'WHEEL BUSMING NYLON' N,A.5.A. O z
19 PUSH-BUTTOM LOCK _–
20 1/2'h 3 'WHEEL SPACER NYLON MA.S.A. ^z^/ J to
14 1B 14 21 I/16'-1X2.IX2.5.IX4.1.5X3ANGLES 6063 T5 ALUMINUM N.A.S.A. ll. Q Z L�
I S / OPT Ma
14 22A STO MALE LOCK BLADE BLADE-1 22 5TD FEMALE LOCr 6063-TG ALUMINUM N.A.5.A. p
13J 13A 22B 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A-
13A-
.A.5.A C) O
13A-#IOX2'HM 01'^ tU
BLADE SCREW (n Q S
41 O 5TAJNLESS STEEL
U
0.500J
0.460
I0_.460 0.390
0.20 0.390 ��4 0.44. 0.03
;-1— �!�` tln ; o o1 {1�.� 'E` ANCHOR SCHEDULE `po0
OT��o i ! Ci d
0.310 Ir TYPE_ DESCRIPTION EMB..}— E.D.s-,- m
14-0.03'X 0.44'0 A'-- 1/W-LTW TAPCONJNTOi3000-P51 CONCRY-TE-- "`— -- I`75 3:0-- r�IC'
d d STAINLESS STEEL 1/4°ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5
0 d III d FLAT WASHER AI 14'fTW TAPCON INTO CONCRETE BLOCK 1.25 3.0 z
14°ELCO ULTRAGON INTO CONCRETE BLOCK 1.25 2.5 w
16-.46'0 X.65' 15-.46'0 X.93' O Q
0.50 NYLON WHEEL BUSHING NYLON BUSHING. B 1/4-20)(1 ALL POINTS SOLID-5ET INFO 3.0 K51 CONCRETE 0.875 3.0 Z
20-I/2.0 X 0.36° 81 14-20X I ALL POI 5 50LID-5ET INTO CONCRETE BLOCK 0.875 3.0 0 (�
NYLON WHEEL C 14°WOOD LAG EW I =. WOOD t 0
SPACER D 1/41-14 SELF DRILLING SCREWS INTO 1/8°5TEEL OR ALUMINUM --- 0.75 Q
E- I/4°CRETE-FLEX 554-INTO-3000-P5rGONCRETE -1.75—
El 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 1-3.0
NOTEB: E0:EDGE DISTANCE SMALL BE BEYOND WALL DRES5ING P K
12-WHEEL CARRIER E14B:EM MMBIT SMALL az OMNI)WALL DR1 55MG
IK'TAPCON.1/4'CRPE-PLIC.014 WOOD 5CREV,5 CAN BE U5E9 IN REPLACE O^1/4'LAG SCREWS
STAMPED 55 WITH
p NYLON WHEELS � °'�
�6- SCALE:
NA
m DATE:
0 04/28/15
DRAW NG A
15-112
-MET
IIOF13
�\�-ALTERNATE CALK '+,+++++++,,•+„"'"
I /(V ENO RECEPTOR 5HUTTER COMPONENTS
4.08 p.lQ1 r_
g o.to -I 3.00 0-�- No. 60
N O 2.83 -0.64 1 45 *
oT O tiA 2.of 0.60 IAS`5TA.4TER p�+{ STAT
I y ^
O' n �
0.05'ACCOR[)VON BLAA2.{, ^ d o n n a -FS9/0NAL
0.86 m .. 2.07--� mm
••gi+app++ t�AZ
�
4.61 y 1.0 _,� g1 2.70 a APR 2 8 2015 W`o°4.08 h 50 �0.6! 0.77 - 3.o7 "'I e Z 3 O
0.07 RG •5-.RECCSSED'TRACK- O
o OPTIONAL SILL MOUNTONLY� 9-I'JAMB CLOSURE a C m
y 3-1'// BUILT-OUT TRACK 3.1-I'// BO TRACK W/O Z'naz
y �' �' 1.6s--11 3.7o---I �w N o w
@� I C-0.05'FLOATING STALK BLADE HEADER./SILL MOUNT RAIN GUARD CRG) c 1 N
J_ a 9A-2'JAMB CLO5URE
220....,..
N
4.56 JOl � i9E�HD JPNd GLOSI:
4.08 c 3.23 Q
o 11- 1.24 1.99 2
o 1 0.97 0 2.60 2.01 O _
C3 z
3.21 4 Z
0 06 LJL Z In
I B-COMP051TE 3.37 s 2.0448 a-0
F-W 0
ALUMINUM/LEXAN BLADE 4-:.'A'TRPLK UQ O w
UYAN POLYCARBONATE APPROVED - S-,,• UNT-ONI, O U CD
AS PER NOA 13-0717.01 7-UNIMATE W/O LP YL 102UV LOCKING BLADES v J
A
d d J
2.43
.0116 6 J
1.83 0.86 3.92
0.61 0.46
0 22-FEMALE 5TD 22A-MALE 5TD
L 0.61 2.85 LOCKING BLADE LOCKING BLADE
0.86 m - m m o [%-720.85
0 0 0.79
_ o
Ci o no d M
0.61 o �'
0.07 OPTIONAL 0,07 2.09 0.07 d UUU111
2.23 7A-UNIMATE W/LP w
2-NSETTRACK W/RG ?.I-INSET TRACK 1NT0 RG�- LOCKING BLADES 22B-LOCK KEEPER INSERT O Q
HEADER/-5)LL-MOINT H ADER_.LSILL MOUNT: 6-ADJUSTABLE FEMALE Z
HEADER!SILL MOUNT
0.125 ALTERNATE CALK -2.31
I /(Y END RECEPTOR 0.51 Q
VV 3.83
-2.07 0.09 1.77 D.
S1 1.56 0.41 z Z L
O ,A �1.9I t' K
Qa n
o
N O (m'I (P': N^ N O .P. .P. O O P .. �0 N m QDf m cP') LFPlLYJ;AAILTBBJG
O 1 N N m .. N N ^ 1.99 01 N p O SCALE:
o,e6 ^ o d �� NA
/ 083 ? d DATE.
0.61�L f -•61 0.75
3.36 BB-ADAPTOR FILLER 04/28/15
0.07 RG 0.OB 0 OB USE WITH 8 AND 8A DRAWING+
OPTIONAL
1
3A-2'BU11D-0llT TRACK 3A.I-2'BO TRACK W/O GA-ADJUSTABLE MALE 8-FEMALE HD 8A-MALE HD 5-112sntTT
HEADER/SILL MOUNT RAIN GUARD(RG) HEADER/SILL MOUNT LOCKING BLADE LOCKING BLADE 12 OF 13
SECTION X ��•�,,'o � E 3
TRACK 2 OR 2A INSET MOUNT .
SECURED TO AN ALUMINUM PLATE i No.,5260 e
BETWEEN WOOD TRU5SPS
0--"M R_pv
o_
0.63 0.62
-{+1.25 5.00
1.25 1,25 ,°°'••••...•n.�" i0 m
APR,2 S 2015 w o 3
(4 PER RAFTER) aV O a
1/41X 2 1/4 FH TAPCONS v z O¢�
WITH 2' MINIMUM 1/4%(5°6063-T6 ALUMINUM PLATE O O"
PENETRATION INTO WOOD i u 00
W Now
5.00�
N Z
1/4'X5. OR 1/8-X5' 6063-T6 cs U~1
m 2,2A ALUMINUM PLATE SECURED TO
RAFTERS AT MAXIMUM 24' OC o
ALTERNATE TO PLATE=
SEE TABLE BELOW FOR SHUTTER ni Q
_ I SPAN 8 PRESSURE I/4"X2°X5°6063-T6 ALUMINUM ANGLE > Q C
w I/4'-14X 2' SELF DRILLING SCREWS 0
a z SEE SHEET 5 MOUNT TYPE D _
aDi ANCHOR TYPE D FOR ANCHOR SPACING z N
W ly O U1
-I 1/1Bly
II HCl- o09w
oz)
J
O
1/8°X5°6063-T6 ALUMINUM PLATE
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5
FOR 5150014 X WITH IN ALUMINUM PLATE FOR SE00N X WOH 116 ALUMINUM PLATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED f I'--- 5.00 0
5PAN PRESSURE(PSF) SPAN PRESSURE PSF) �j co
co
IN BLADE I BLADE 15 (IN) BLADE 1 BLADE 15 Ci I
60 ±159 1159 60 ±99 ±99
72 -1 132 ±132 72 ±82 ±82 ALTERNATE TO PLATEw
84 ±113 ±1 13 84 ±71 ±71 118°X0X5°6063-T6 ALUMINUM ANGLE oo 0o Q
90 ±106 ±106 90 ±66 ±66 cu
I08 ± 88 -t 88 108 ±55 ±55 ((�
126 ± 68 ± 68 126 ±47 ±47 a
132 ± 62 ± 61132 ±45 ±45 Q
144 +48,-52 +45-47 144 ±41 ±41 z y
162 +30,-40 +28,-33 162 ±30 1+25,-50
PK
NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DRN7NG4 a-
SCAL&
NA
DATE.-
0412&/
ATE:04128/15
DRAM G s
15-112
SHEET
130E 13