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FL# FL16893-R3
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
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@gmall.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 Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By ]esus Gonzalez,P.E.
'J Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16893 R3 Eouiv ASTM E1996-03 Equivalency to ASTM E996-
05.Ddf
http://www.floridabuilding-org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPs... 1/9/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 01/05/2018
Date Validated 01/08/2018
Date Pending FBC Approval
Date Approved 01/08/2018
Summary of Products
FL# Model,Number or Name Description
16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL16893 R3 C CAC NAMI CERTIFICATE NI013919.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2018
Design Pressure:+160/-160 Installation Instructions
Other:PRODUCT TO BE MANUFACTURED,DESIGNED,AND FL16893 R3 II DWG 17-666.Ddf
INSTALLED PER DRAWING SPECIFICATIONS 17-666 Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Baric Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/ff0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 ofice 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 offidal communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Departrnent 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 dick here.
Product Approval Accepts:
®®®
Credit Card
Safe
httn://www.floridabuilding.ora/nr/nr ant) dtl.asnx?naram=wCTF,VXnwtDotmmTSTNdVPs... 1/9/201 R
A550CIATION,
SUPERNOVA, N . A . S . A
EXTRUDED ALUMINUM ACCORDION 5NUTTER NATIOA5SOCLATIIONLLC.
LARGE MISSILE IMPACT RE515TANT 8717 NW 117 ST■STE I
HIALEAH GARDENS,FL 33018
Tel.,pe6)621-6706
Fax:(786)62 I-6708
GENERAL NOTES: FLORIDA BUILDING CODE 2017-HVHZ-Gth EDITION WWW.NA5PSHUTTER.COM
I-DEFINITION:THIS PRODUCT 19 AN ACCORDION TYPE SHUTTER,DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO EASILYENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMRATIONS STATED IN THI5 APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2017 FLORIDA BUILDING CODE-GTH EDITION,
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL Be PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING,
FOLLOWING: -ENGCO INC. CAeIIc
'N.A.5.A-HIALEAH GARDENS-FLORIDA TABLE OF CONTENTS: 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION5HUTTER DAVIE, FL. 33314
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' Tel..(954)585-0304
SHEET DESCRIPTION ENGCO®AOL.COM
4-LOADS,DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BY A
PROFE5510M ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DF51GNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS ■d��'��"�'N�w
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH 5HUTTER COMPONENT TO BE r•�� �, DE F/�a
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I. I A AND GLA55 �•�f EgIq tC/�11
SEPARATION TABLE 2 �••4 EGeO�.
5-MATERIAL ALL EXTRUDED ALUMINUM SHAPE5 SHALL BE MADE OP 6063-TG OR AS NOTED. NO.52809
* p:
G.FASTENERS:ASSEMBLY SCREWS 3 TYPICAL SECTIONS A,B I.B2,B3,B4 WITH ANCHORAGE TABLES * *AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT SET OF
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL 4 TYPICAL 5ECTION5 B 4 C WITH ANCHORAGE TABLES � T TE OF OZ7 a
OAF V. \���,�
7-USE,IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR,ARCHITECT OR 5 TYPICAL SECTIONS D.E 4 GH WITH ANCHORAGE TABLES n R%O ENGINEER OF RECORD
TO VERIFY THE FOLLOWING: s/ �� •r
An■■■a�'�� t
7,I-THE STABILITY OF THE STRUCTURE 6 TYPICAL SECTIONS F.G 4 1 WITH ANCHORAGE TABLES WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER
ANCHORAGE. i
7 JAMB AND CORNERSECTIONS'J' Vo
7.2-THE 517E SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE
REQUIREMENTS,DESIGNED PRESSURES ETC. Engmeer Seal
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTION5"L' Pedro Da 11gae,redo-PE 52609
8-33 113%INCREASE IN ALLOWABLE LOAD5 HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS T4' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 5TANDARD LOCK SECTIONS"N'
11 BILL OF MATERIALS,ANCHOR SCHEDULE E BLADE ASSEMBLY.
U5ER INSTRUCTION5: 12 COMPONENTS
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAILS
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE I A.
DATE: 10/26/2017
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPUCABLE. SCALE:NA
DESIGN BY,PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO Be USED AS
PER 5HEET5 3,4,5 0 6:5ECTION5 ARE INTERCHANGEABLE.
5-THE LOWEST PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN SHEET DRAWING A:
PRESSURE FROM GENLJ2AI.NOTES 4
I OF 13 17-666
ASSOCIATION.
TABLE I TABLE I A INTERIOR/EXTERIOR 6� 1 NATIONAL APPROVED SHUTTER
MAXIMUM ALLOWABLE #1 BLADE MAXIMUM ALLOWABLE #1 4#1 B BLADES ASSOCIATION L.L.C.
SHUTTER SPAN X PRE55URE 511UMR SPAN X FM55URE 1� !00.1 1
BLADE SPAN PPZ55URE(F5P) BLADE SPAN PRESSURE(PSF) 8717 NW 117 ST,STE I
INCHES INCHES ALL ALUMINUM BLADES HIALEAH GARDENS,FL 33018
1 1
0 IGO I GO I 60 GO 160 1 'Tel.:(78G)621-6706
Fax:(786)621-6708
66 158 158 66 158 158 INTERIOR/EXTERIOR
14 I 72 14 14 WWW.NAEA9HUTTER.COM
72
8 133 133 1 78 133 133 1 PRODUCT:
84 124 124 1 84 124 124 1 INTERIOR/D(TEwOR
90 116 116 90 116 II 61 SUPERNOVA
96 108 108 96 108 108 1 1 1 COMBINATION
104 100 100 104 100 100 100• ALUMINUM/LEXAN 5LADE5 EXTRUDED ALUMINUM
ACCORDION SHUTTER
108 93 93 108 93 93 N OVDES CAN BE ARRANGED M MANY LARGE F SMALL
114 83 83 114 —3-j— 83 1B 111 mMeR+AnaNS � IMPACTED RATED
120 75 75 120 75 75 INTERIOR IF EXTERIOR
126 68 68 126 Go 6
132 62 62 132 61 61 ENGINEERING:
138 1 57 57 1 138 53 53 ENGCO INC. :AS...144" 48 52 144 45 47 INTERIOR/E)aERIOR
150 41 48 150 38 42 5595 ORANGE DR,201
162 30 40 162 28 33 tB•-� IB—� LB--` DAVIE, PL, 33314
NOTES.
nam Tela(954)565-0304 I•ACCORDION ITER DUDE SPAN(INCHES)ES)POR ALL CONDDIOIIS ALL LEXAN BLADES ENGCO®AOL.COM
b PRG75URE.DESIGN
WIND LOAD
(PSP)
S-LINEAR INTMPOLATION IS ACCERABLE FOR DESIGN VAND(DADS AND MADE SPAN BETWEEN 1 B 1 B „M,n�ry"",
_ TAWLATeD VALUES. INTERIOR/DRERIOR
4 USE TABLE I A WHEN ONE OR MORE TWE IB dLME IS USED 0,59
DE F/ ''iy
i BIAM REVERSEDOU
INSTALLATION IS ALLOWED MALL MOUNTED CONDITIONS i ``
TABLE 2 [ No.526 9
MINIMUM SHUTTER SEPARATION FROM GLAZING *i
TYPICAL ELEVATION TYPICAL CRO55 5ECTION STATE OF tv
TOP TRACK GLA2ING SEPARATION (INGHE5) ��� r[p 1 O� \l��•`�
H BLADE TYPE Bl.ADE P *.'„!/NA
r
n ALUMINUM 2• 2 3/4" 3.125"
re aft ALL ELEVATIONS Engineer Seal
I— < n( of IIO1 Pedro De houaredo-PE 52609
❑ a ' LEXAN 3' S. 3'
I' wL N a <=Sd ELEVATION
A MIAMI DADS APPRiOVAL:
J LEXAN 2 1/8, 3' 3'
w >30 ELEVATION
w
Noresa
I-SEPARATION PROM GLAZING AREAS SMALL M MEASURED PROM
IL-
GLAZING SURFACE TO THE INNER MOST BLADE OR I=SURPACE.
-L &
GLASS SEPAMPON IS APPLICABLE FMTHe VIM(BROWNED AND
yMUMI-DME CoUNnes), ,
S.
LARGEST
LAS Is ASSEMBLED N VILLI BOY. Of B11 THE
LMC6T GLER I SEPARATION SHALL APPLY.
DATE: 10/26/2017
A,B,BT,82,B3,84 BOTTOM TRACK 5CALEI NA
D E F G I GH DESIGN BY:PPMF
SHUTTER WIDTH CSW)
NO LIMITATION
5HEET DRAWING B:
2 OF 13 17-666
TYPICAL SECTIONS A.151, 132, 153, 154 AS5OCIATION:
AND ANCHOR SCHEDULE -f 1/1B � . A
SCCTION A 1/4-14X1' GR5 SDS OR 810X3/4' TEKS • • x
L/4-20X1/2' HHMS W/NUT d
BUILTAVT ON ANGLE SPACED AT 12.00 N AT 12' OC ;NATIONAL APPROVED SHUTTER
HPADEROR5ILL A550CIATION L.L.C.
Ir..."IDNAL
2,2A-\ 11 SECTION B4 8717 NW 1 17 5T,STE I
I 6 ADJUSTABLETRACK �HIALFAH GARDENS,FL 33018
m EMBER ON REVERSE ANC44 ;Tel.:(786)621-6706
= SILL ONLY �Faxw(78G)G2I-6708
PMS'E
iWWW.NA5A5HUTTER.COM
�m t d ANCHORS DESIGNED
" 6A AS PER SECTION B4 eRODUCT:
ANCHORS DESIGNED x 10ON TABLE BELOWSUPERNOVA
AS PER SECTION A iON TABLE BELOW EXTRUDED AWMINUM
DS OR
ti 1/4/20X3/4' PHMSSW/NUT �CLARGE•NSMALL�RwSPACED AT 5'OC IMPACTED RATED
SECTION 81
'A'TRACK ONREVERSE ANGLESRL ONLY ENGINEERING:
w• ENGCO INC.
Z
ANCHORS DESIGNED 5595 ORANGE DR.201
o.
AS PER SECTION Bi `n SECTION 83 DAVIE. FL. 33314
ON TABLE BELOW q AT 12 4' TEKS ADJUSTABLE ON Tel: (954) OL.COM 4
i y AT 12' OC STD ANGLE ENGCO®AOL.COM
BILL ONLY
v W ......,'
1/4-14X1' GR5 SDS OR `• = cm a �. �, DE F/�'�iy?�
1/4-20X1/2' HRMS W/NUT : EBBED,--� W L 6 As PERSSECTION EB3 �`� ��GEN,p� / i
SPACED AT 12'OC ) r t• ON TABLE BELOW 4�
No.52609 p
1 6A g � STATE OF .��s
La :^•,.1. 10 1) EMBED 0�,� F� R1�� `��4 A
a ANCHORS DESIGNEDb S G
W ¢ 1/IB r ' AS PER SECTION B2 P
16 ON TABLE BELOW 1/4-14X1' GR5 SDS OR
1/4-20X3/4' PHMS W/NUT
DPrfaNAL 4 �Q SPACED AT 5.13C Loj�y�l1
i t
MAX. BLADE SPAN IN INCHES 6g'neer Seal
H Pedro Do Piguaredo-PE 52609
a p SEE ANCHOR SCHEDULE ON
11 =j EMBED. SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE:PRESSURE(PSP) MIAMI DADS APPROVAL
BASED ON SPACING IN INCHES ON CENTER
SECTION BE ANCHORAGE SPACING
1/4-20X1/2' HHMSSW/NUT A'TRACK ON s 6El 2 E132 SOB 1 84
SPACED AT 12'OC 5TO ANGLE 14 40 31 621 38 93 46 124 60 160 84
SILL ONLY SECTIONS 12 40 36 62 44 3 4 160 7P_160 9
A.B1,82 g 40 40 62 62 93 81 124 105 160 6
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 9 12 24 0 160
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URIf (P5F) 5A5E0 ON 5 P A C I N G IN INCHE5 ON CENTER
ANCHORAGE SPACING DATEi10/26/2017
162 132 108 84 60 SCALE:NA
It I A Al H B1 C D A Al H B1 C D A Al B B1 C D 1 B B1 C A Al B BI C D DESIGN 8Y:PPMP
[_�B
IONS 40 -- 40 O 4 40 -- 9 62 4 90 2 3 0 92 60 116 2 8 60 4 160 08 1 0 107
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 3 124 90 124 89 16 47 160 12 160 25
1,82 4 26 40 40 40 40 2 32 2 62 6 62 3 39 93 93 93 93 1 4 51 124 124 4 24 0 1 0 160 160 160
B4 4 4 0 4 2 62 62 93 5 93 93 9 93 124 7 2 124 1 1 4 9 60 160 16 1 0 SHEET DRAWING!/:
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 3 OP 13 17-GGG
TYPICAL SECTIONS B AND C :ASSOCIATION,
AND ANCHOR SCHEDULE N . A . S . A
NATIONAL APPROVED SHUTTER
A550CIATION L.L.C.
ANCHORS DESIGNED 18717 NW 1 17 ST,STE I
;y AS PER SECTION C HIALEAH GARDENS,FL 33018
TABLE BELOW Tel.:(786)621-6706
i ;Fax,(78G)621-6708
w S3,3A iWWW.NA5A5HUTTER.COM
LTI a m
rn
[F-1
� PRODUCT:
�QSUPERNOVA
1`%D EXTRUDED ALUMINUM
T16r,•�:� ACCORDION 9HUrM
f- OPTInNFL LARGE t SMALL
ANCHORS DESIGNED = IMPACTED RATED
t tiWI, AS PER SECTION B z 1/1B
ON TABLE BELOW z IL SECTION G
Cr fy co
Li WALL MOUNT WITH ENGINEERING,
SECTION B - HEADER OR•SILLL ENGCO INC. CA 6110
BUILT-OUT ON `: H I 1/1 B 5595 ORANGE DR.201
R):VER9E ANGLE ci EMBED. .--1IL— DAVIE, FL. 33314
HEADER OR SILL
�'"'"�• Tel.,(954)585.0304
r+ 4• ENGCO®AOL.COM
!w
1/4-14X1' GRS SDS OR
SPACEDXAT212'OCS W/NUT d 3,3A ®Q .�V� `d�Q �`DENS��/4(� i
;, t Q No.52609 _
t, ASCPER SSECTIONEC
vio
ON TABLE BELOW 9T TE OF
u �F A'iOR10P
MAX. BLADE SPAN IN INCHES asS'p/ AL.,�? �
SEE ANCHOR SCHEDULE ON f
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) 5A5ED ON SPACING IN INCHES ON CENTER 104 `(1
ANCHORAGE SPACING 162 1 1 4 1 60 Emjmrm 9cal
W40
B B1 C D A A] B B1 C D A B B C D A %674
C D A Al BS C D Pedro De Figumredo-PE 52609
40 2 18 62 49 2 49 81 2 B6 60 81 60 104 1D4 7 ]45 40 15 ]OB 14 107
SECTIONS 40 40 40 4 62 21 6 57 62 57 87 26 93 70 87 70 111 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL,
B&C40 40 40 0 62 32 62 62 62 2 93 39 93 8 93 86 124 124 111 160 71 160 ]56 160 155
0 40 4 40 6 43 62 2 6 9 5 93 312 1 160 94 60 160 jrQl 6040 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 124 124 160 137 160 160 160 160
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE
SHEET Sl FOR ANCHOR TYPE (ASF)
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 1'2 1 108 1 8, 1 6
E I FA I V El E El E 1 E 1 DATE, 1 012 612 0 1 7
li 40 31 62 38 87 46 112 60 157 84 5CAIF:NA
SECTIONS
12 40 36 SE. 4 93 54 121 70 160 98 'DESIGN BY,PPMP
B 6 C 8 40 4 62 62 3 7 124 99 1160H38
6 401 401 62 62 93 88 1 4 13 60 158
4
401 40 62 62 93 84 124 108 160 151 5HEET DRAWING#:
4 Of 13 17-GGG
�A55OCIATIONi
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E 4 G11 ANCHORS DESIGNED
AS PER SECTION GH IN . A . s . A
AS PER SECTION D--�, AND ANCHOR 5CHEDULE ON TABLE BELOW
ON TABLE BELOW NATIONAL APPROVED SHUTTER
ASSOCIATION LL.C.
(ED) EDGE (ED) EDGE
DISTANCE w DISTANCE 'b717 NW 117 ST,STE I
HIALEAH GARDENS,FL 33018
6A vo(786)621-6706
M Fax:(786)621-6708
2,2A TRIMMI) A WWW.NA5ASHurreR.com
#I0X3/4' TIEKS 6 V/LEG PRODUCT:
A rTRtnMEQ
SECTION D T 121 oc
INSET MOUNT W1 15UPERNOVA
TRACK 2 OR 2A —(ED) EDGE EXTRUDED ALUMINUM
WI HEADER OR 51U. DISTANCE ACCORDION SHUTTER
LARGE#15MALL
5' 0 E LJ IMPACTED RATED
ANGLE -
-5, 1/111 AN I INTZINN1.1.11
HEADER ORStEi 7
1/4-14X 3/4' TEKS
ix SPACED AT IVOC ENGINEERING!
w
5ECTION GH MGCO INC.
ADJU5TABLr MOUNT 5595 ORANGE PFL 201
ANCHORS DESIGNED HEADER 15ILL DAVID, PL. 33314
AS PER SECTION E Tel.,(954)585-0604
ON TABLE BELOW ENGCO@AOLOOM
3,3A
1/4-14XI' GR5 SDS ORqy
7,114-20XI/2' HHMS W/NUT DE F1
P- "CENse
E
No.52'�
SPACED AT 12'OC 7*, ,
2609
I/IB TE OF J.
S
.0 R I
JIM.
MAX. BLADE SPAN IN INCHES
DGC
'CE
3,3A
No.526
S TIEC
R
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BA5ED ON SPACING IN INCHES ON CENTER EagmeerSeal
ANCHORAGE SPACING 6 1 132 1 108 1 84 60 — 162 1132 1108 64 1 60 Puiro Da mamr4d.-re 52609
A B C 1) 1 A IB I
.1C ID I A I B IC ID D A B E E F
16 2 27 33 - IEU 1 �14 1 4IJ 31 60 72 36 43 16 218 34 41 3 74 MIAMI DADE AFFROVAU
97 1
0
30 3 21 37 -4-4 22 12:6 1 45 154 26 32 69 3:4 41 48 7 12 5
64 121 71 8 0 S 6
3E 55 2 1 32 139 1 57 1 SU 4U Is 86 103 J1 8 9 3
SECTION D46 24 ja 0 62 83
12 2 6
f 62 93
6 4 149
0 40 13 4 6 143 15E_J_ jii 1_2�j j 53 61 115 rE -69- 19?- 160 60 9 1 6 0 9
if 2 62 124 IE 102 IIP-q 160 1 r'n IA3 160 4
60
4 40W62 93
6 271 33 43 IbU
9 22 4 — 3 43 51 -4t 42 2 —
32 20 31 i2g 1 faQ 1ZI 41 331 41 52 73N
6 -9-- 33 68 85 49
I--_-_317136 122 21 38 1 44 127 2 49 57 35 49 4�7 tj 9
SECTION E 13 25 30 0 3 59
124 160
9
651
-6— 1 E;i 41 1 4t3 130 28 1 5U 1 59 36 35_ 65 176 57 144 196 go 6 a 78 9
16 98 93 4 0 115
4 40 1 40 136 35 62 162 42 1 761 89 i55 52 97 1114 70 1 i 21516i 52 64 82 115
DATE: 1 012612 0 17
—9— 1 25 29 - 30 36 1 1546 29 27 55 164 41 37 301 37 1 47 .66 SCAM,NA
27 B 133 21 19 34 4D 2?j 1 ?424 1 DESIGN BY1 WMF
SECTION GH T- E5 ' 7 46 14a 1 V _341 41 153 74
3653 34 3 59 43 0 8
T_ 3 po 1 4j 96 6 tD6 37 451 55 1 71 99
401 40 134 _31T S. I 6Q�Rn 51 147 1 88 1103 65 160 1 123!144 91 84 4 38 471 57 1 74 103
SHEET DRAINING#,
5 Or 13 17-666
r
I _
A55OCIATIONt
TYPICAL 5ECTION5 G, F AND I _
AND ANCHOR SCHEDULE f N . A . S . A _
NATIONALAPPROVED SHUTTER
Z = ASSOCIATION L.L.C.
1/1B OfSECTION I
w a 8717 NW 1 17 ST.STE I
w F y RECESSED MOUNT
BILL ONLY HIALEAH GARDENS,FL 33018
.
a Ili TEKS z Tel.r(786)621-6706
w AT 12' oc y Pax:(78G)6214708
%M WMASASHUTTER.COM
SECTIOiNT
4ANCHORS TYPE PRODUCT:
y �JUSILI A,
EDGE CLEARANCE(EC) B, C OR D
5UPERNOVA
3 I INTO CONCRETE 4'(3000 PSI CONCRETE) SPACED AT 48'OCAPPLICABLE FOR
N I NUM
INTO WOOD-2 1/2'(WOOD 56:0.55) •; (EC) EDGE CONDITIONS FROM ATABLE LL AI _ACCORDIONUDED SH1UTM
I INTO METAL:2•(mc&1rA o2AmMA%uTm) It CLEARANCE
I LARGE 4 SMALL
IMPACTED RATED
C E➢> EDGE
STANDARD LOCATION DISTANCE
ANCHORS SPACED 2 ANCHORS SPACED
ENGINEERING:
AS PER SECTION G OAs N TABLEER SECTION
BELOW G1 ENGCO INC.
CAe is
ON TABLE BELOW % (ED)
UI M E I/1 B Ei 5595 ORANGE DR.201
Y DAVIE, PL. 33314
Z
ALTERNATE CED) _I SECTION F Tela(954)585-0304
���II I•' CL 'A TRACK INSET MOUNT ENGCO®AOL.COM
EDGE DISTANCE M w SILL ONLY �nun.na„anti
Fq
,f,��a0�. BEnFl ��
1_ ANCHORS DESIGNED � o 'v�EpsF F
AS PER SECTION F Q Ti
H ON TABLE BELOW ! No.52609 _=
4 *
�` STATE OF
(ED) EDGE
DISTANCE {S
MAX. BLADE SPAN IN INCHES
Engmaer Beal
SEE ANCHOR SCHEDULE ON Pedro De Rgvercedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE5SURE (P5F) BASED ON 5 P A C I N G IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 62 132 108 84 60 MIAMI DADS APPROVAL:
A B C ID I A IB IC ID A B C D A B C D A B C D E E E E
1 -- -- -- -- -- -- -- 2 -- -- 2 3 -- -- 4 7 26 16 -- 21 26 33 46
12 -- 22 - 23 27 -- -- 8 33 20 20 36 43 25 25 51 60 35 35 2 23 28 34 4 62
SECTION G 8 B 33 2 2D. 3 41 4 24 2 50 30 2 54 4 38 38 76 90 53 53 8 34 4 51 66 92
6 3 6 6 46 5 32 32 S 67 9 3 73 86 51 0 102 120 71 0 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
16' 34 IS 21 5 42 -- 25 42 51 3 31 55 66 9 40 6 41 55 16 43 95
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 0 5 7 0 1 7
G1 ORF 8 40 40 30 40 62 37 50 85 93 45 62 109 4 56 79 153 160181 111 0 3 1 4 1
6 40 40 40 40 62 62 49 62 93 93 60 82 124 12 77 106 160 60 08 148 6 4D 6 4 160 DATE: 10/26/2017
4 40 40 40 140 62 62 62 162 1 93 93 90 193 1 124 124 1116 11241 160 160 160 160 4 401 621 93 124 160 SCALE3 NA
DESIGN BY:PPMP
SHEET DRAWING N:
G Or I3 17-GGG
A550CIATIONi
TYPICAL HORJZONTAL
JAMB AND CORNER 5ECTION5 J N . A . S . A
OPTIONAL NATIONAL APPROVED ShUTTER
SEALANT ASSOCIATION LLC.-
M111 (3) ANCHORS
,ANCHORAGE TO WALL TYPE A, B, C ORD -EcTiON 8717 NW 1 17 57,STE I
ISwNOT NECESSARY� MB CLOSURE 4 FRO ENILIES-, MIALEM GARDENS,FL 35015
JAMB CLOSURE
AND 13N
[;A MS 1)
E AT MID JAIVII C Tel.:(78G)621-6706
Y INSET MOUNT Fax:(706)621-67W
WWW,NA5AStiUTTER.COM
L
IA'
�A
(X2) #IOXI SDS IA—\ DBEHV PRODUCT:
TOP AND BOTTOM
9,9A —TRACKS
IA 5LIPERNOVA
(4 EXTRUDED ALUMINUM
ACCORDION 5HUTTM
LARGE 4"LL
IMPACTED RATED
Nm INGtNemmG,
'LTUP & BOTTOM TRACKS ENGCO INC. cAalrc
5595 ORANGE DR„201
DAVIE FL, 33314
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rNGCO@AOL.COM
DE
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DISTANCE
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NAL JAMB CL05URE
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21 OR 11
NIOX3/4' SS SMS OR
3/16' POP R I VETS5'CTON Pedro De.riguetrado-PE 52609
SPACED AT 24'DC JU3
CLOSURE MIAMI DADE APFKOVAU
of
C KO
7 13R 7
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DATES 1012G/2017
5GALI!,NA
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SHEET DRAWING
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HD LOCK 5ECTION5 L 'N . A . S . A.
NATIONAL APPROVED SHUTTER
A550CIATION L.L.C.
6717 NW 117 5T.STE I
HIALEM GARD15145,IL 33018
Tel.:(78G)621-6709
NOTE;SHUTTER CAN BE LOCKED FROM ism INSIDE OR OUT51DE BY PLACING LOCK cu 51CTION I WWW.NA5A5hUTTMFact(786)G2 14708 COM
NOTE;
OR OUTSIDE AS REQUIRE LOCK 13LADI!SECTION
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5595 ORANGE DR.201
iB LB DAVIE PL. 33314
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COMMERCIAL MORTISE LOCK W1
EXTERIOR KEY OR THUMB TURN No.52609
AND INSIDE THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C OR 66
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DATE; 10/2Q2017
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7 % AND INSIDE THUMB TURN
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5HEET DRAWING
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INSTALLED ON SHAPE 8
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TYPICAL HORIZONTAL SECTIONS ASSOCIATION.
STD LOCK SECTIONS N N . A . S . A
NATIONAL APPROVED SHUTTER
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87(7 NW 1 17 ST,STE I
HIALEAH GARDENS,FL 33018
NOTEt SHUTTER CAN Be LACKED FROM Tela(786)G21-6706
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iG25 }H
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ANCHORS TYPE
EDB, C2STATE OF
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SPACOC
SECTION N ALTERNATE SECTION N I OAF F O R%LOCr BLADE
pF
LOCK BLADE SECTION STARTER BLADE SECTION
OPEN POSITION lA
DI)EgE1R t`
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• MIAMI DADE APPROVAL•
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N
d
f
2 22
\ IJ
22A 1B 22H DATES 10/2G/2017
P2 SCALE:NA
DESIGN BY:PPMF
! 1
1B IH
SHEET DRAWING M;
I O OP 13, 17-666
A550CIATIONs
TYPICAL BLADE A55EMBLY
BILL OF MATERfAL5 N . A . S . A.
13 NATIONAL APPROVED SHUTTER
Into ve5mrnoN CTUREK ASSOCIATION LI-C.
12 13A I BLADE GOGkMINUM MANU N.-A,§.A.
IA STARTER BLADE GOG3-TG ALUMINUM N.&S.A.
'6:�M 0.29 10 COMPOSITE BLADE GOG3-TG I LEYAN N.A.G.A. 8717 NW 117 ST.5TE I
EPT HIALEAH GARDEN5,FL 330!8
f
-- j
20 14 1 C FLOATING STACK BLADE GOG3-TG ALUMINUM NASA
8 2 L GOG3-TG ALUMINUM Tel.:(766)62 1-6706
rTILITN_ K NASA
16 3 ,1 2�TRACK
MOUNT TRACK 6063 TG ALUMINUM NAS.A. Fax:(786)G21-6708
1 3A a-WALL MOUNT IRAU, 6063 T6 ALUMINUM NASA WW`W.NA5A5HUTTE&COM
4 1 B-/
4 -ATRACK 6063,T6 ALUMINUM N. .A
5 RrZESM TRAM 6063wTG MINUM N ,A, PRODUCT:
G &1101r
AD, ftT6M WF1o1X1A=K GOG3-TG ALUMINUM N.A.5.A.
�T M N, 5LIPERNOVA
Fti&-DE7R 7 UNfMATE LOCK BLADE W/O I? 606 T6
15IM!'Nuum N.A.B.A. OCTRUDED ALUMINUM
- -
0.14 7A UNIMATE LOCK BLADE W1 UP 9093-Tr.ALUMINUM N.A.S. ACCORDION SHUTTER
a HD rtMALE LOCK BLADE 6069 TG ALUMINUM N.A.S.A. LARGE*SMALL
I iv I I I a-pi toxa,titi QA HD MALE LOCK BLADE 60G TG ALUMINUM IMPACTED RATED
OB HD ADAPTOR FILLER GOGS.TG ALUMINUM NAA S
13LAD SCREW 9 I-JAMB CL05UKC 6063 TG ALUMINUM NASA
410 STAINLESS STEEL 9A 2'JAMB CL05URC_ 6063 TG ALUMINUM NASA
10 IjA-PX ANGLE 6069 NA5.A.
11 I&IV ANGLE 6063 T6 ALUMINUM NASA INGINEERING:
LCARRIERPLATEO STEEL(NYLON N."A MOM INC.
SILL 0.19 t 3 di 0X3'HH BLADE SCREW 410 STAINLI55 STEEL N.A.5.A.
NASA 5595 ORANGE DFL 201
1�3A #I QX2'HH 13LAL)t
7 0.44*D)AM.FLAT WASHER STAINLE55 STEEL NASA DAVIE, rL, 33314
15 0.40 0 x 0.93'BUS HING NYLON N.A.5.A. Tela(954)585-0304
IG O.4G'0xO.G5'WHEEL BUSHING _NYLON NAS.A. CNGOD@AOLCOM
15 FUSH-131.17'rom Locr -- I
14 tB 14 -1 20 12k AW WHEEL SPACERNASA "wo......
16
1/19-IX2,IX2.5,IX4 IrANGLES-1pors-T5 mi N.A.S.A. DE it/
6 21
LOCK
00
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GOG3-TG ALUMINUM N.A.S.A.
13 13A
22A STD MALE LOCK I 6063-T6 ALUMINUM NASA 41,
13A-#I OX2'HH 22D ETD LOCK KCEPM I G063 TG ALUMINUM NAS.A.
BLADE SCREW No.52609
4 10 STAINLESS STEEL
0.500 144 "o s TE OF
0.4f, 01390-- 0 R
0.200 0.390 Q 44 0.03 N 1.
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ED FLAT WASHEK
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9-.4G*0 X.GS' 15-AVO X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL:
NYLON WHEEL BUSHING NYLON BUSHING A I&17W T.
N tuTo 3000 F51 CONCRETE 1.75 3.0
20-l/2.0 X 0.36' CONCRETE 1.75 2.5
NYLON WHEEL Al ICK 1.2ELC .0
SPACER I KI 3
Q UL INTO CONCRETE BLOC I
B 114-20X I ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE 0.875 3.0
Of 14- I ALL POINT5 5OUO-5eT INDO!'gQ C E L .875 .0
Q 1/4!WOOD LAG 5CREW INTO G-.55=01)
12-WHEEL CARRIER Q 114'-14 511F DRILLING SCREWS INTO I V - 1 0.75
STAMPED 55 WITH FLEX 554 INTO 3000 P51 CONCRETE 1.75 1 3.0 1
01 E 4.
NYLON WHEELS I K140 CRM-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1 1.25 1 3.0 1 DATE: 10/26/20)7
5CALE-NA
Naas. LID.MCEDOTMCZSMAUeEBMNDWALLOReSSM DESIGN BY PPMF
"tMaWMW"tL BE MOND WAIL DFJ!9NW
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1.24 511EET DRAWINIS.
I I OF 13 17-GGG
I
SHUTTER COMPONENTS A55000ON:
144".
56 3.92 N • A • S • A
-4,54- OB 3,234,08 o.6l 2.85 016NATIONAL APPROVED SHUTTER
1.24 1.99O M O 97 ASSOCIATION L.L.C.
N O8717 NW 1 17 5T,5TE I
1.23 21 N t.48 d HIALEAH GARDENS,FL 33018
0' 10-COMP051TE 2 1. Tela(786)GP I-6706
�il ALUMINUM/LEXAN BLADE Few(786)621-6708
1=0.05':ACCORDION BLADE d "L d LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP WWW.NA5A5HUTTER.COM
AS PER NOA 13-0717,01 7-UNIMATE W/O LP LOCKING BLADES 0.41
1 A-STARTER BLADE XL 102UV LOCKING BLADES f PRODUCT:
� O'hd
�1 I - o.sl 2.31 SUPERNOVA
4.0I.77 m a06 cai D ALUMINUM4,61 1,83d ACCORDION 5HUTTER
,o m LARGE 4 SMALL
0.86
'•' IMPACTED RATED
hh d =_ __=- .'". o w m o 85-ADAPTOR FILLER
OF, I C-0.05'FLOATING STACK BLADE O 0.61 N m N USE WITH 8 AND 8A
c N I.99 c N ENGINEERING.
2-INSET TRACK W1 RG �TIONAL d 3.DD ENGCO INC, cAel le
HEADER/SILL MOUNT
0.13 .OB -0,64- 5595 ORANGE OR.201
2.1-INSET TRACK W/O RG 6A-MALE HD 0.08 0,60 DAVIE, FL. 33314
TIMALTERtMTE LACK HEADER!51LL MOUNT 8-FEMALE HO LOCKING BLADE Tel.:(954)555-0304
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0.07 22-FEMALE 5TD 22A-MAIL 5TO 9-1'JAMB CL05URE
RIIPGT1IINAL LOCKING BLADE LOCKING MADE Engineer Seal
3-1'#�BUILT-OUT TRACK d Pedro De hgve:redo-PE 52609
HEADER/SILL MOUNT 3.70---►'
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d d - o,07 2.23 0.07 -3.36 DATE. 10/26/2017
•--f- a SCALE:NA
T GA-ADJUSTABLE MALE DESIGN ft PPMF
0.95 I.
1.29 6-ADJUSTABLE FEMALE HEADER/SILLMOUNT
3.37� HEADER/SILL MOUNT
4-'A'TRACK ET DRAWING
WING
#:
SILL MOUNT ONLY 11-1/8'THICK ANGLES 10-I/4'THICK ANGLES I+I' OR 1,5'-•I I2HE 13 17-ING
6063-T6 ALUMINUM ALLOY 6063-76 ALUMINUM ALLOY
A95OCIATION: I'
SECTION X N ..A S A
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATT` ;NATIONAL APPROVED SHUTTER
BETWEEN WOOD TRUSSES ASSOCIATION L.L.C.
8717 NW 1 17 5T,5TE I
'HIALEAH GARDENS,FL 33018
Tel.,(786)62 I-6706
0.63 0,62 ;Fax:(786)621-6708
1,25 1,25 1,25 �5.DO 'WWW.NASASHUTTER.COM
C4 PER RAFTER) N PRODUCT.
1/4'X 2 1/4 FH TAPCONSd
PITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PLATE SUPERNOVA
PENETRATION INTO FOOD
E><TRUDED ALUMINUM
ACCORDION 9HUTTER
LARGE 4 SMALL
5.00� IMPACTED RATED
m 1/4'X5. OR 1/8-X5' 6063-T6 0
2,2A� ALUMINUM PLATE SECURED TO ENGINEERING:
RAFTERS AT MAXIMUM 24' OC ENGCO INC.
Lo ALTERNATE TO PLATE o
SEE TABLE BELOW FOR SHUTTER cnallc
SPAN 6 PRESSURE lM'X2'X5"6063-T6 ALUMINUM ANGLE N
= 5595 ORANGE DR.201
K DAVIE, PL. 33314
w 1/4'-14X 2' SELF DRILLING SCREWS Ea 9C 4) OL.C.OM
- w= SEE SHEET 5 MOUNT TYPE D Tel.: CO OL,CO 04
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ANCHOR TYPE D FOR ANCHOR SPACING
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1/8"X5'6063-T6 ALUMINUM PLATE
R 1D
ALLOWABLE DE51GNED PRE55URFS ALLOWABLE DE51GNED PRE55URE5
FOR 5ECTION X WITH 114'ALUMINUM PLATE FOR SECTION X WITN 1/8'ALUMINUM PLATE IYAL�����•P
BLADE MAXIMUM E(F5P)ED BLADE MAXIMUM PRE55U E(P5f)ED N��S.OD�
SPAN PRESSURE P5 SPAN PRESSURE PSF In
IN BLADE I BLADE I B IN BLADE I BLADE 16--
60 ±159 1 t 159 60 ±99 ±99 0 Engmear Seal
72 t 132 t132 72 +82 ±82ALTERNATE TO PLATE o Pedro De figuemado-PE 52609
84 ±113 ±113 84 ±71 ±7 I I/8'X2'X5"6063 TG ALUMINUM ANGLE
90 ±106 ±106 90 ±66 ±66 MIAMI DADE APPROVAL:
108 t 88 ± 88 108 ±55 ±55
126 t 68 ± 68 126 ±47 t47
132 ± 62 ± 61 132 ±45 ±45
144
+48,-52 +45-47 144 ±41 ±4I
162
+30,-40 +28,-33 162 ±30
NOTE: I. LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5
DATE, 10/26/2017
SCALE:NA
DE51GN BY;PPMP
SHEET DRAWING#:
13 OP 13 17-666