HomeMy WebLinkAboutProduct Approval RECEIVED
MIAWDADE DEC 2 7 2016 MIAMI-DADS COUNTY
Llti#.Ak I PERMITTING PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ElWe County, FL 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) .rwix.miamidade.joyleconomV
Just Shutter It,Inc. - - --�
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De
Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The MOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
M
� NOA No.tAfAC t Nl Y
Expiration Date:e:08/14/2019
Approval Date:08/27!2015
o1Ql27�2oJ5 Page 1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval tinder 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It, Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.S.A. 's generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 13 of 13,prepared by Engco, Inc., dated Apri107, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
"W/t14/-11
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.S.A. 's generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
H y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-2
MANUPACTU rR:
5UPERNOVA JUST SHUTTER IT INC
1341 5W 5.MACP.DO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER PORT ST.LUCIErLORIVA
E20R1DA 38983
LARGE M1551LE IMPACT RE515TANT TcL:(772)201-9919
Fax:(772)673.0588
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GENERAL NOTE5: FLORIDA BALDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND
ERECTED TO€A51LY€NCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE MN05 SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MIS511E)WITHIN THE ALLOWABLE DESIGNED EXTRUDfO ALLWINUM
PRESSURES AND LIMITATION5 5TATE0 IN THIS APPROVAL. ACCORDION 5HUTTER
LARGE 4 5MALL
2-CODE:THIS PRODUCT HAS,BEEN TESTED AND DESIGNED IN ACCORDANCE WTTH TH€HIGH VELOCITY IMPACTCD RATfO
HURRICANE ZONE(HVHZ)OP THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING: i
THE FOLLOt49NG:
ENGCO INC. CAEII6
"JUST SHUTTER IT INC-PORT 5T,LUCIE-FLORIDA 5595 ORANGf DR.201
5LIFERNOVAEXTRUDED ALUMINUMACCORDION SHUTIER TABLE OF CONTENTS: DAVif, PL. 333;4
MIAMI•DADt COUNTY PRODUCT CONTROL APPROVED' -__._.._...,_.-..___�___"...�.._�..�_.. ,_._.--__ _ _ Tet.:(954)565-0304
- SHEEt - DESCRIPTION ENGCO@AOL.COM
4-LOA05:DESIGNED LOAD CALCULATED BA5f D ON RIE A5CE 7-10 AND PROVIDED BY A '0000.0ft
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DE5EGNED I TABLE OF CONTENTS,GENERAL NOTES,USER IN5TRUCTION5 ` N I
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE _". .__ 1N�
U5t`D, 2 TYPICAL ELtVATtON,ALLOWABLE BLADE PRESSURE TABLE I A AND GLA55 =�
SEPARATION TABLE 2
5-MATERIAL:AIL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-TG OR AS NOTED. No.5 $09
3 TYPICAL SECTIONS A.B 1,82,53,1)4 WITH ANCHORAGE TABLES 3
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES STAT .116,
Olt
7-USE:IT SHALL BE THE RESPONSIBILITY OF 1HE CONTRACTOR,ARCHITECT OR ENGINEER OP RECORD 5 TYPICAL 5ECTION5 D,E 4 GH WITH ANCHORAGE TABLES ';y�14`� I-.„««»•••
TO VERIFY THE FOLLOWING. _._ _ _ .44JONAL ti
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 1 WITH ANCHORAGE TABLES -ftowrb
ANCHORAGE. �._ JUL 9 4 2015
7.2-THE 51TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS"J”
_ Ergneer 5ea1
REQUIREMENTS,-TH DESIGNED ADEQUATE ETC, 8 LOCK MALE 4 FEMALE 5ECT(ON5'L Pedro De F.Y eedo-PE$2609
7.3-THAT TI115 APPROVAL IS ADEQUATE TO THE SPECIFIC PiLOJECT,
8.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OP Rit ANCHORS 9 LOCK UNIMATE SECTIONS TvP MIAMI DAOE APPROVAL:
FOR TH15 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE --
FORMND LOAD HAVE BEEN USED, IO STANDARD LOCK5ECTKM5 V ._ .. VRM? rIWVJ iAeFMcwt.t
_
if BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. NdidirLSrdc
B�aH 6 O 517. ,4
USER INSTRUCTIONS; 12�WT5 ,
_1-DETERMINE PROJECT DESIGN WIND LOAD PR€55URE5 AS PER ITEM 4 OF GENERAL NOTES. i IILS
2 CHECK BLADE SPAN ALLOWABLE DESIGN PRE55URE ON TABLE I OR TABLE IA. DATE:0410712015
3-VERIFY GA55 SEPARATION ON TABLE 2 iF APPLICABLE. SCALE:NA
L
UESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE M55URE CAPACITY FUNCTION Of SECTION TYPE TO BE USED A5
PER 5HEtT5 3,4,5 4 6.5tCTtON5 ARE INTERCHANGEABLE.
SHEET DRAWING k:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE Rt("R€p DE5IGN I or 13 15-14r.
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
TABLE I TABLE I A INTERIOR r EXTERIOR 1341 5W 5-MACEDO BLVD
MAXIMUM ALLOWA&E �#BLADE MAXIMUM ALLOWAt3LE #t 4 LR I B BLADES PORT 5T.LUCIE
5HUTTER SPAN X PRE55URE SHUTTER 5PAN X"J.55URE i-\ 100 1�4 1-\ FLORIOA 34983
-- Tol.:(772)201-9919
BLADE 5PAN PRESSURE(PSFj i3LADE SPAN PRE55UU(P5F) BLADES
� J ALL ALUMINUM BLFax:(772)r.73-0558
INCHES INCHES NE ) 1--/
G 1 I I 10—
NMM/.JU5T5NUTTERIT.GOM
66 58_w 158 GG _ 159 158 INTERIOR r CXTMOR
72 144 144 72 _ 144 144
79 133 133 79 133 !33
PRODUCT:
94 124 124 84 124 I24 INTERIOR I EXTERIOR SUPERNOVA
90v
7_1 6 t 16 90 IIG I I G 9 COMBINATION EXTRUDED ALUMINUM
96 I U9 I O9 96 109 __ I09 1 1 i h ALUMINUM/UEYAN BLADES
-'___ 100 ACCORDION SHUTTER
104 IOU 100 104 _ 100 100 Nm amm CAN at ARRANGED IN MANY LARGE<SMALL
108_-___. 93 !3 109 93 93 COMBMAVO045 AS REOOM IMPACT tD RATED
f 14_-_ IB-
120 75 75 120 75 75 INTERIOR!EXTERIOR
132 G2 G2 132 61 61_ ENGINEtRING:
135_..-. 57 INTERIOR/EXTERIOR ENGCQ INC. CAatt6
57 139 53 53
i44 48 52 144 45 47
5595 ORANGE DR.201
#50 4# 48 f:0 39 42 DAV#E, Ft. 333#4
11; 30 40 162 28 33 i 8- i B S 8
--- .. Tet:(954)595-0304
NOTES: _ _ eqp ALL LEXAN BLADES ENGCO@AOL.COM
i-ACCOW10"SRI rM BLOE SPN ptrGt")POR ML COtW OKS
WRZR"URE-OSG !
i$ 1 B }fPIMARNq
SFj
3 UNPAR RRPAPd AmN t5 ACCEF#ADIE POR DCWH WINO LOADS NID BLADE SPAN OEIWCEN
TADLAATED VALUES, INTERIOR!EXTERIOR •�R DE F/n,.
4 LYSE TADLE IA WWI ONC OR MORE TWE I a BLOW s U5® pr,.••.r., �((
s.BLADE KFWK5ED N/STAILATION LS ALLOWED POR ALL MOUNTED cONDlTlbt9
TABLE 2 No. 2609 * 1
TYPICAL ELEVATION TYPICAL CR055 SECTION MINIMUM SHUTTER SEPARATION FROM GLAZING "E'� STAT
H X
{ A,B,C,p,E,GTDP TRACK GLAZING SEPARATION (INCHES) � P'
OR ����5�
BADE TYPE BLADE 5PAN /ONAL
<-162' ...n'
ALUMINUM 2' 2 314' 3.125' JUL $Q 2015
d n rs aAss ALL ELEYAT10N5 rogm r Seal
O ;, ? Ldxaf Ia _.._._ —_,... _- -_�. Pedro Lie P,gvetredo-PE 52609
N ry
a LEXAN 3" 3" 3'
� � � L, N ,-'� s «30 ELEVATION M#AM7 DADS APPROVAL:
Y q w _�" PRODUCTREVISBU
} > ELEVATION 2 I/8' 3' 3° awmin�with lheFtorJa
I'M 5.vSJ m
03
a NOTES: R� 0l9
I-SNARAnON FROM GLAANG AREAS SHALL BP MEASURED MOM
t~— GLAAHG SURFACE TO TrX 04NEK MOST BLADE OR LOCK SURFACE. SY
Z2_GLV%5EPARATXM IS APRKA01f PPR THE"M MROWARD AND MI/III Utt
= MIA M-0ADE WUMRSt.
tl� 3•WHEN SHUTTER M ASSEMBLED WITH DOTH M'ES OP MAWS TML
_u LARGE�iT GLA56 WARAT"5tWLAPPLY.
PATE:04/07/2015
A,B,BI,82,83,84 BE)TTUM TRACK SCALE:NA
C D E F G GN I DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO I-IMITATION
SHEET DRAWING P:
2 OF 13 15.14G
TYPICAL SECTIONS A,B 1.B2,133,154 MANUFACTURER:
AND ANCHOR SCHEDULE f 1/1B JUST SHUTTER IT INC
----- 1/4-14X1' GR5 SDS OR wz #10X3/4' TEKS
5ECTION A 1/4-20X1/2' HRMS W/NUT ¢a AT 12' OC 1341 5W 5.MACEOO BLVD
BUILT-OUT ONANGLE SPACED AT 12'OC ai 1" PORT 5T.LUCIE
HEADER OR SILL -.16
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SILL ONLY -I ENGCO INC. CAD1�G
I a I/I B 5595 ORANGE DR.201
1 w ANCHORS DESIGNED H ___ SECTION B3 DAVIE, FL. 3331 4
4- - -- I1 Wa --AS PER SECTION Bt w __ #10X3/4' TEKS ADJUSTA(7l,.EON Tei.:(954)585-0304
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4 11 a EMBED.--� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
_-- ANCHORAGE SPACING
1/4-14X1' GR5 SDS OR SECTION B2 162 132 _108 _ 84 _,_60 1M10DUCTREVISGD
I/a-20X1/2' HHMS W/MUT 'A'7RACKON ____ _ s_ _E E1 E E E E1 I E1 ��YIngWiaftFkmi&
SPACED AT 12'0C STp ANGIP 14 _40 31 62 38 93 46 124.60 160 84Building Code
Aatepl.ece No l QSf .OZ
SILL ONLY SECTIONS 12 40 6 62 44 93 54 160 70 l 98 ion Ixu ertI^{
A,Bi, 8 40 40 62 62 93 81 124 105 160 146_
MAX. BLADE SPAN IN INCHES 83.84 6 _40 40 62 62 93 93 124 1 4 60 160, D Centra
4 40 40 62 62 93 93 124 124 160 16Duc
SEE ANCHOR SCHEDULE ON
— —
SHEET 11 FOR ANCHOR TYPE
ANCHOMAXIMUM ANCHORAGE PRE55URE (P5 F) BA5ED ON SPACING IN INCH E5 ON CENTER DATE:0410`712015
RAGE SPACING - ---- .--- - --- --- ------
16.2._ 132 1 108 ___ 84 _ __-. 60 SCALE:NA
A Al B B1 C D A Al B $1 C D A Ai_ B HI C D A Al B Bl C D A Al B BI C _ DDE51GNBY:PPMF
t4 40 -- 40 40 4 40_ 62 -- 62 49 62 49 90 22 93 60 92__ 68 i16 29124 77 _118 7 1 0 40 08 160 107
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
A.81,B2 8 4 ?6 40 40 40�406�.'
32 62 62 62 62 93 9 93 3 93 124. 51 1 4 124.124 124 160 1 160 160 160 160
83,84 6 40 35 _ 40 . 40 4043 _62 6 62-_62__ ._93 52 93 93 93 93 124 67 124 124 124 124. 160 94 60 160 1601160
SHEET DRAWING N:
4 40 40 40 40 4062 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 15 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5W 5.MACEDO BLVD
FORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tet:(772)201-9919
S PER SECTION C Fix:(772)r.73-05M
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MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES 0 N CENTER Engmee�5ul
ANCHORAGE SPACING - _I . 32 106 84 -- 60 162 132 LQ8_ 84 red'o D.rjueeeic-rE 52609
A I C__ 1-B Tc—I D -AF B C D W__I-B--TC D It . . . E E
16 4+40�20_p_ -
24
133 T-- 120 1 a4 40 26 24 1 0 72 L'6 16 28 34 41 53 74
$E
MAXIMUM I'M U ANCHORAGE
6L
B IC D4 A
2
4 57
"6
11
160
4j
'- - "'y-
-6--36 9
12 _56--36 1 37 144 122 26 1 45 1 54 126 F�g 5 1 69 34 41 8 1 48 7 _F2 37 45 1 9 MIAMI DADE APPROVAL:
3
4 4 26 32 55 7 8 V6 103,51 161 7TI - 6- —
SECTION D ?_ 0 - 164 1 12 1 4-19-9 1 - —40 62 106 14 PRODUCr REVISED
93 153 15 124 68 _Z� 40 62 SV3 124 TGO
6 40 40 35 4Q 62 160 60 9' 11
a*m*ying-11%Ow Florida
I T2
4 ___r—_V3 -4 160
4 410 40 40 4d 62 162 16e 162 93 1- IPA.inp. 161101 160_143 160 -4 0 62
9 27 33 41
t 27 33 4 0p �`JvT
9 22 26 1 27 32 20 -- 34 7F9 N 23 43 51 31 30 60 7
SECTION E 31 �Y�
a5 E3 gj_-2-8- 44 27 ��6 4 47_ a 3 7 46
41 48 3Q 28
0
6 39
4 04&4 36 65 40 78 10
6 34 11
-10- �9 35 7 7 44 6,65 2 6 , 40 50 61
P40 t �2 115 1
4- 40 40 36 35 62 62 45 42 76 89 55 52 _97 1 1,��7 67 __12all&O 98 93 4 __±4 I B2L
22 L-- 1-- 1 23 1 27 1-- 1-- 1�2 1 4,1 -_g2 27 35 49
29 34 22, � jr49 30 28 12 IN
25 -- 4 +_ - p 7 - 37 DATE:04/07/2015
9 20 2 6 29 ,
C 29 1-- 1-- 1 301 36 123 121 39 46 29 7 41 37 30 37 47 66
SECTION GH 8 23 2 8 SCALE:NA
-3 28 2 �7 _24 4 1 4
ji 121 It 3 1 44 1 1 55 DE51GN BY:rPMF
9 1 34 1 40 125 1 - �P 3J3 1 61 172 46 4 L12 41 53 7
1 7 T-2-9-TrS 0 6
T6 44 ? 1 3 - 5 03
30 3 2i _j_Ak�jp 134 3F 4 4 Ia2 196 IS 71 9
'0
51+ 5
4 40 34; 31 56 V2,142_L18 47 88 f�t6 6Q0j 1231144 4 38 47 57 74 103
L 68 1 80 51 47 88 103 65 4
5HEET DRAWING#!
5 Of 13 15-146
MANUFACTURER:
TYMCAL HORIZONTAL
JAMB AND CORNER 5ECTION5 J JUST SHUTTER IT INC
UPI I ONAL
SEALANT- 1341 5W 5,MACE00 OLVO
FORT ST.LUCIE
MIN (3) ANCHORS FLORIDA 34983
(772)201-9919
ANCMRAGE TO WALL r5ECTION J TYPE A, 8 C OR D Tel.;
is NOT OECESSMY� JAMO CLOSURE -R' R �11LO�N]Jl
IAL =
4' F QMS,ENIlS-� 5 Fax:(772)473-0588
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ACCORDION SHUTTER
6L 604'�� T- LAPPX 4 SMALL
IMPACTED RATED
L
�TOP BOTTOM TRACKS tN4lNttpjw,:
ENGCO INC.
5595 ORANOE DR.?01
DAVIE, I'L. 33314
Tei.;(954)585-0304
1 tNGCOOAOt.CCM
ANCHORS TYPE
,—A, B, C OR D
SPACED AT 24'OC No 52609
(ED) EDGE1.
X DISTANCE ST OF
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ION J2
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21 OR It JUL 80 7015
#IOX3/4' SS SMS OR N�cc�Seat
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Oc --R-r-Tl6N J
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amm
DATEt 04/0712015
5CALC�NA
7 OR 7A MIGN BY:ppMF
PUSH
19) PUSH BUT LON k'OCX
BUT"
IB- L ED nN'A'l.URDIUN
,20,C.Al
INTERIOR OR EXTERIOR SIDE
5tirff L)RAWING
'I Of f3 15-14C
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS
HD LOCK 5ECTION5 L JUST SHUTTER IT INC
1341 SW 5-MACE00 BLVD
PORT 5T.LUCIE
FLORIDA 34963
Tel.:(772)201-9919
Fax:(772)673-0566
NOTE•SHUTTER CAN)3E LOCKED FROM NMNV.JU5T511UTTERtT.COM
IN51DE OR OUTSIDE BY PLACING LOCK .
INSIDE OR OUT510E A5 REQUIRED.Y n < LOCK ECTION O ADC SECTION
CL05E PC EATION PRODUCT:
"Ww ,l 5UPERNOVA
L �
ACCORDION 5t1UTIER
IAWA 4 5MAU.
IMPACTED RATED
__
-- __.. _. EN61NPJERING:
`(u ENCCO INC. Baa I6
} } 5595 ORANGE DR.201
1B 1B DAVIE. FL, 33314
Tel.:(954)565-0304
8A ENGC06AOL.COM
8—
COMMERCIAL MORTISE LOCK W/ iso v F
EXTERIOR KEY OR THUMB TURN NO 2609
AND INSIDE THUMB TURN ANCHORS TYPE * k
INSTALLED ON SHAPE 8 A. B, C DR D
SPACED AT 24'0C 8T OF
__ ALTEKNATF SECTION L I
SECTION L LOCK GLADE 1MTt1 �'�F w�0ma1
LOCK BLADE SECTION STARTER BLADE SECTICMI }A `��'�/ONAL
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toe Lztiw a )q
d 8A BBYy
BA._j 8 Idia�l ct asu�
8 L
i$
DATE:04107/2015
COMMERCIAL MORTISE LOCK WI 5CALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
- AND INSIDE THUMB TURN
COMMERCIAL MORTISE LUCK W/ i INSTALLED ON SHAPE 8
IB• EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN 51"IEET DRAWING N:
INSTALLED ON SHAPE 8 8 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INC
UNIMATE LOCK 5ECTION5 M
--LOCKING PINS APPLICABLE 334t 5W S.MAC
bLVD
ONLY AT OPEN POSITION PORT ST,LIKIE
TO SECURE STACK
FLORIDA 34983
Tel,:(772)201-9919
Fax:(772)673-0588
a 7A WWW.JU5TSI(UTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK
INSIDE OR OUTSIDE A5 REQUIRED, 2 SECTION M _ PRODUCT:
.._ r LOCK MADE SECTION
i _CLOSE PO51T10N .._..—..,.4 A 5UPERNOVA
0 a EXTRUDED AWMINUM
661
ACCORDION 5HU1T'ER
__..._.__. __..._._�. LARGE t SMALL
IMPACTED RATED
ENGINEERING: INC./�
ENGCO INC. cAal lc
r VI
7 OR 7A 7 OR 7A
5595 ORANGE OR,201
DAVIE, FL. 33314
1B 1 Tet.:(954)585-0304
/4-20X3/4'THUNB SCREW ENGCOQAOt,COM
LOCATED UN ACCTIRDION
RIOR OR EXTERIOR SIVE 1/4X11/2 PULL PIN �p�RILL AMD TAP OPF°OSITE IinLADE TO RECEIVE SCREW INSIDE OR OUTSIDE CEN
(19) PUS" BUTT"M LOCK
LOCATED ON ACCORM. Q }
INTERIOR 13R EXTERIOR SIDE-/ NO,52609
ALTERNATE SECTION M I
SECTION M BL
LOCK ADE VATH STA F
LOCK BIAt)E 5rSTARTBLADE SECTION D,p to 110
orcN Po51TION ER CONAL � o
ANCHORS TYPE '0•HI
7 �2 "lA A, B, C OR D Jul $0 7015
_ SPACED AT 24`13C
_. Enemeer Seal
Pedro Oa ruly Mdo-PE 52509
lA.. £NktBIpIT�
MIAMI DAVE APPROVAL:
7 OR 7A.. R4'1
_--'—. Pbt%CT'ILF.VlSLD
0=Moyln8 WM ttk F,lod
vo 7 OR 7A >±SW V ao9
1Nle
Is PUS" LAK
LOCATED ONN ACCORDION 7 OR /A '
INTERIOR DR EXTERIOR SIDE-
DATE::04/07/2015
SCALE:NA
I I DESIGN BY:PPMP
1B _I IB
5HEET DRAWING B:
9 OF 13 15-146
MANUFACFURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
STD LOCK 5ECTION5 N
1341 SW 5,MACtDO 13LVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
_.--- -- --` WWW,JU5T5HUTTERIT.COM
NOTE:SHUTTER CAN DE LOCKED FROM
IN51DE OR OUT5IDE DY FLACING LOCK L�MK
ECTION N
IN51DE OR OUT51DU A5 REQUIRED. a OSE P051T10N PRODUCT:
a
<aT 5UPERNOVA
ya�
EXTRUDED ALUMINUM
ACCORDION STUTTER
LARGE{SMALL
IMPACTED P.ATtU
ENGINEERING:
'u ENGCO INC. CAE11G
1 1 5595 ORANGE OR.201
IB- IB_ DAVIE, FL. 33314
22A Tel.:(954)585-0304
.. .. ENGCO�AOL.COM
22
22B o��
4�•�`C N8F
No 2609 =
ANCHORS TYPE
SPACEDBATC
24OROC �0
SECTION N ALTERNATE 5ECTION N s�F
TACK 13LAUC WITH
BL
LOCK ADE SECTION STARTER MADE 5EGTIONI I A-)L MEN �„�ONAL ,tor
OPEN POSRIONB_�1 •n••••n60A
JUL 3 0 2015
36- -_- ---2. !S EngmeerSeal
Pedro De Mgw4redo-K 52609
MIAMI DADS APPROVAL
;5 PROntxTpmvIm
N — -- s �miv C��Wa Flom.
AaoalftmNo 5i.DEZ1.o3
�9
22A- -22 uet Contro�
1
22A� I B-/ 228
DATE:04107/2015
22 5CALE:NA
DE51GN DY:PPMF
I
1 l
1B- IB
5HEET DRAWING N:
10 OF 13 15146
MANUFACTURER:
TYPICAL BLADE A55EM13LY BILL OF MATERIAL5 JUST SHUTTER IT
13 1341 5W 5,MACEDO BLVD
ITEM ptjoqk
�TION MATERIAL MAN.ur,oum PORT 51,LUCIE
12 13A I -_BAALX AG ALUMINUM tLkr
GQa3 _2-�- FLORIDA 34983
16 0.19 1 A 5 rARTER MADE 9OG3'-TG AIUMINUM N.A,5.A. Tel,(772)201-9919
OPT _Lb _j�OMP051X BLADE GM3-TG I UDM ---N.A,5.A. Fax:(772)G73-0588
FLOATING STACK BLAC C r.OG3-TG-ATUMINUM N.A,5.A.
20 2 Cf)U��T-0�_ -Tr-ALUMINLIM A S.A WWW.JU5T5tiUTTtRIT,COM
0
-J4
16 3 1*1 1/2WAtt MOUNT TRACK "346 ALUMINUM INLX5.A.
3A —2'WAU M5—UNT f �00-TG A[UtLINUM--7-71- -NA---A---
14T,B I —
4 W TRACK GOr.3-TG ALUMINUM N.A-S.A.
--_Rggp5EDTRACK SQ04G AL LIM --N_ A. PROWC r:
AMY_
6 ADJUSTABLE FEMALE TRACK 6063-TGALUMINUM N.A.S.k
t -TG ALUMINUM A A
XQUL15TADLE�NW TRACK -CoG3 5UPERNOVA
7 UNMATt LOCK BLADE W10 LP C"3 46 Al UMINUM N.A,5,A, EXTRUDED ALUMINUAA
L
-_._7A ..VM -OCK MADE�WLF "3-Tr.ALUMINUM A-5.A.
0.14 4AI�� — ACCORDION SHUTTER
a HD FEMALE LOCK BLADE G063-Tr.ALUMI—NUM NAS.A, LARGE 4 SMALL
BA HD MALE K MADE UX3-TG ALUMINUM N.A,S.A,
13-#1 OX3*hh 815 110 ADAPTOR rWR GOG3.Tr.ALUMINUM WXS.A. IMPACTED RATED
MADE 5CRFW 9 1,JAMB ZL65-04v- �3%AL17MM—M WA5.k
4 10 STAiNLE55 STEEL 9A 21 JAMB CLOSURE WG3-Tr ALUMINUM N.& A.
_LO lt4-?XkJGLC COrAjg ALUMINt� N.A,5.k.— tNGINEEPJNG�
I I 1/8-2X ANGLE GOG3-TG ALUMINUM AS.Aw
19 12 WtCEL CARRIER ItATCD 5T=U NYIJIM INLA,S.k FNGCO INC.
13 #I OX3*HH bLADE SCREW 410 STAINLESS STEEL N.&S.A.
Z9 13A --w—tox2-t1m!2!�5cnw 4 15 6TA-1 N[ff�75—Tfft7 N KS�—A - 5595 ORANGE DR_201
—044-UIAM.FIAT WAShER 5TAINLE55 STEEL N.A.5.A, DAVIt. FL. 333 1 4
w —15 -574-G-0;,0-.—93.-m-U-s—"NG -Nno—N N.A.5�k Tel.;(954)565�0304
G 0.40 0.O.G5'Wtifft BU5tiING NYLON W&5.A. ENGCO*AOL-COM
t9 rk6 BUj
14 20 'k 3 'ftjEft 5FACER N.A.5.A. 0
_jjL_.L& _ _ E
15 CPT) 21 ljig�W,_IX25 IM,I.S(3AN91,5 GoG3-T5AJLUMfNUiW "i*.
VIAL 0.14 22 STD FEMALE tOCK BLADE r(X3-Tr ALUMINUM N.A.5.A.
I A 13A-f t OX2-till 22A 5TD MALE LOCK BLADE GOG34G ALUMINUM N.A.S.A. 1E I#s
141 L! —j
228 5TV LOCK Kmm G063-T,�.ALUNMMNUM
MADE SCREW
4 1 OSTAJNLF55 STEEL No. 52609
a 460 STATE 0
0,460 0.390-
0.390
.44 0.03
CH /ONAL
64
01310 -F -F
lj� 2 14�0.03-X 0.44-0 r"Imer Seat
I tcl1L- 'j-L-3k.- C5 STAINLESS WEI Pedw Oa r.,.emdo-Pf 52CO9
ci cs-L—%-OIT a rw wAstit? ANCHOR 5CHEDULE
IG-.-4G'0X.rW 15-.4G'OX.93' MIAMI DADE APPROVAL;
0.50 NYLON W"UL"HNG NYLON 151.40ING TYPE DMIRIPTION EMB E.D.
20� 1/2'OXO.3G' A 1/4'ITWTAPGON INTO CRETE -1—.75 3.0 PROrAX-r RaVISED
NYLON WICEL -- 1/4'tLCO ULTRACON INTO 2700 P51 CONCRETE 1.75 —5 w cmplyft with Ow Flarfills
SPACtR A 1 1/4*JTW LAF_�:ON INTO CONq�fff IBLQ.�&
IJ4' LgQULTRAC0N INTO CONCRr.Tt BLOCK 1.25 _2.�5
_Ei- 1144�QXI ALL-POIK55MID-5ETlWO3.OK51�gaNOZgTf
B1 -iM-20X I ALL FCXNTS 50UP-.*gT INTO QQNC�Rff DLCQ�__ 0.875 3.0
C 1/4"WQW LAQ 15�IN!p jp-.55 WOOL) 1.5Q -1.0
12-WHECt CARRIER KEW5 INTO I&Wtfl-OR ALUMINUM --- 0.75
STAMPtu 55 YA at -'D 114"-14 SfU`DRILLING 5C —--
NY1 ON WEEL5 f 1/4'CRETE-fLFX 554 IWO 3000 P51 CONCRETF 1 1.75 3.0
0- El 1/4*CRETE-FLfX 554 INTO CONCAVE DLOCK(2000 PfA)
j A -�5 3.0 DATE!04107/2015
5CAtf�NA
14orf5: t0:rDMIDISTMaStIAM bE MXM WALL DXV%4I4r
tMOthWOWOT 5MALL DC OCY010 WALL ORE"NG DE51GN Dy;FFMF
114'TAPCON,W CAM-MEX.#14 WOOD WArW5 CAII[W USE0 114 KrFLACt OP TWLA6 Scrj" 5tiffT DRAWING#:
I I Of 13 15-146
5HUTTER COMPONENT5 MANUFACTURER:
56- 3.92 JUST SHUTTER IT we
_..-...--.4.54 -4.OO__ 3,23- a 46 1341 SW S.MAGEOO BLVO
-4,08 n i.24 -1.94 0,bt --2,85-- -- PORI'9T.LUGE
C63g" 0.91 FLORIDA 34983
to o d - .. L a Tet.:(772)201-9519
6 Fax:0772?673-0568
..1.23 tB-GOa4P lYf N t'4B VAVW.AJ5T5tiUTTERIT,GOM
I-0.05"ACCOROtON MACE G FYa4Nf OM/CARBONATE'�ROVEO 2.04 7A-UNIMATE W!LP
T T p AS PER MOA uym 13-07 t 7.01 7-UNIMATE W/O LP LOCKING BLADES Q 41
XL 102W LOCKING BlA17E.5 PRODUCT:
I A-STARTER BLADE
0.51 ?,31-- -- - 5UPERNOVA
a.6L - -f ss--# !.77 st w m nas M fxrRUDeOALUMINUM
4.08 �ra ___ _u _1.56 , �; ti ACCORDIM-'*VTTEK
�O• d } _� LARGE 4 SMALL
IMPACTED RATED
�� 86-ADAPTOR thLLER
ci =- w ii USE WMi 6 AND 8A
@� 1G 0.05-FLOATING STACK BLADE 0.07 0.6! -.-^--L.99 w $ N ENGINEERING:
2 IN5ET TRACK W/RG OPTIONAL d H 3,00 ENGCQ INC. CA 01t6
HEADER/51LL MOUNT
-0.64 5595 ORANGE f1R.201
0.t3 2.1-INSPTTRACK V4OKG Q08 8A-MAI%HD 0.00 0.60 DAVIE. Pt. 33314
40ERNAIW Let[ _ - HEADtP/5ILL MOUNT 8.fEMALE HO LOCKING t11A� Tet.:(95A)5850304
17010N-PCNEC"fi 3.83 LOCKING BLAIX PNGCOOAOL.COM
T._ tL
�... TRlptT 3.}i cj y M ."rinnwi•N
3A ANn TA 1
O ". 5•RECESSED TRACK P/,
_i
0.ID. sl
a so- ___2,aI _.I Stu MOUNT oNtr -% €N
d
a.so N Q 77 4
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P.4t
T� 4'
--_-- T-- 0.T4 +
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OPntrlm. x 913-HD,IAMB CLOSURE
M 3A-r BUILD-OUT TRACK a 4 ^.,CONAL E„".+'�
'86 HEADER/SIU.MOUNT 4 d ya•,ana."N
LO 0
L --= ' LI, 3A.t-2•Bp TRACK Wp 2,70
61 VAN GUARD 0RG1 228-I.00IC KPPt'ER INSGRt JUL$0 20
22-FEMALE 5TD 22A-MALE 5TD 9-I'.MMB CLO5URt
0,07 RG LOCKING BtAM IOCKRQG 01" vii fnynter Seat
3til 104AL ci Pedro De Fque�redo-PE 52609
-t`JJ�wLT-OLIT TRACK
HEADER!91Lt MOUNT
3.70 MIAMI DNOE APPROVAL:
3.1-I.2 k BO TRACK WVO j(y 0.25 9A-2'JAMB CLOSURE
RAIN GUARD(RG) 2.43_.---- 2.07 '(!-
MLOhUC?RF.VtSEO
¢% !.91 0.09 0,O6 ool"clatewitla IIx FIPriAa
0,fii .R! 1 o
z zx _ � txn°� zu;4
D.06
0.bi - a t �- .. 21-I I W III"ANGLES B!'
Q• ~ U d o o ..L c>o 0 6063-T5 Al UMINUM ALLOY L
Q o
Q 03 6,6 Ri - WE CLOSURE(1St:ONLY
a 2.61 0.75
0 0 2.09 y _ DATE;0410712015
e i 0.07 _.._--2.23 0.07 3.36•--
..1 SCALE:NA
6A-AWU9TALE ABLE M ` DESIGN t3Y:PPMP
0.95 -i.L9----k•24-- 6-ADJUSTABLE FEMALE ?"
t1EADER/SILL MOUNT HfAOERJ SILL MOUNT -2.0...--+-� -2.0-•-^^#
4 •A TRACKi 4 5HEET DRAWING
51tt MOUNT ONLY i I-10 THICK ANGLE5 10-114"THICK ANGLES 11 OR 1,5'`f 12 O' 13 15-14C.
6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY