HomeMy WebLinkAboutProduct Approval RECEIVED MAY 24 2017
MIAMI•DADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
�--1O'T`lCE-OF:AC-CEPTANCE (NOA) www.miamidade.eov/economy
Just Shutter ft-
1341
t1341 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 i 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 NOA 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 914-0708.05 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.
NOA No.15-0513.03
/t--4�—EEx:�pEralti6Tf-D-ate---08/14/2019—,
tAMt•DADECOUNTY .
Approval Rafe:08727/2015—
0 8/Z 7 f gal s Page 1
� s .
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of ll, 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 under 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
Figurtredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Inc.is engineering wise identical to N.A.SA.'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 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.
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
x ira ion D_ate:T08/1412019)
Appro�Dater 08127/2015
E-1
> . ,
v�, �.
t.:
. .. ,,. ;.
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
I. 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., cert6ing 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
-Expira�on�Date:Q8/•14/2019 �
Approva1`D4te-08/27/2015----
E-.2
MANUFACTURER,
JUST SHUTTER IT In
1341 SW 5.MACPDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT ST.LUCM
DA
LARGE M1551LE IMPACT RE515TANT Tel.FLO:RI(772)201-991934983
Pax:(772)673-0558
WWW,JU5T5HUTTERrr.COM
GENERAL NOTF5: FLORJDA BUILDING CODE 2014-HV11Z
I-DEFINITION:TH15 PRODUCT IS AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS 5LIPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE Dt5IGNEO
PRE55URE5 AND UMITATION5 STATED IN THIS APPROVAL. EXTRUDED ALUMINUM
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)Or THE 2014 PLORIDA BUILDING CODE.
3-POSTING;A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V151BLE LOCATION STATING
THE IFOLLOWINrl. ENGINEERING:
'JUST SHUTTER IT INC-FORT ST.LUCIE,FLORIDA ENGCO INC.
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TAME OF GONTENT5: 5595 ORANGE DR.201
MfAMI-FADE COUNTY PRODUCT CONTROL APPROVED, DAVIE, FL. 33314
Tel.;(954)$85-0304
DEEId&TION FNGCO@AOL.COM
4-LOAD5:DESIGNED LOAD CALCULATED BA5ED ON THE ASCE 7-10 AND PROVIDED By-x
PROFE5510MAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT,THE CALCULATED DESIGNED I TABLE Or CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
PRESSURE MUST NOT EXCEED THE ALLOWABLE PM55URM FOR EACH SHUTTER COMPONENT TO BE
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55
si� 8%
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF GOG3-T6 c)KA5 NOTED.
3 TYPICAL SECTIONS A.B I,132.B3.134 WITH ANCHORAGE TABLES 0.6 601
G-FASTENERS:*ASSEMBLY 5CFM5 AND ANCHORS 511ALL BE AS SPECIFIED IN THE CURRENT 5tT OF
$TAT
DRAWNG5.INSTALLATION AND LOADS A5 PER TH15 APPROVAL. 4 TYPICAL SECTIONS 13 4 C WITH ANCHORAGE TABLES
. A
,
7-U5E!g IT SHALL 13E THE RESPONSIBILITY Or THE CONTRACTOR,ARCHITECT OF,ENGINEER Or RECORD 5 TYPICAL SECTIONS E),f t,GH WITH
0,ANCHORAGE TABLES Q,0
TO VERIFY THE FOLLOWING: -/On
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER G TYPICAL swno45 F.G*I WITH ANCHORAGE TABLES
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS*J' JUL 3 0 2015
REQUIREMENTS.DESIGNED PRESSURES ETC. Engem scat
7.3-THAT THIS APPROVAL 15 ADEQUATE!To THE SPECIFIC pwjrM & LOCK MALE 4 FEMALE SECTION5'0 Pedro Da FiGuairado-PC 52609
8-33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATF SECTIONS*M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS'N' FRODUcritravism
=0"PIW9 With MO 1`10tib
I I BILL Of MATERIALS,ANCHOR SCHEDULE 413LADE ASSEMBLY. sufffinsc.&
Acaf caWance No
o 05 3.03
12 COMPONENTS /9
U5ER.IN5TRUCTION5;
I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 5
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE 014 TABLE I OR BLE TA t
DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE:NA
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION Of SECTION TYPE To Be USED AS DESIGN BY:Ppmr
PER SHEETS 3,4,5 t G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN 5HEFT DRAWING#:
PRESSURE FROM GENERAL NOTES 4 1 OF 13 1 15-146
MANUFACTURER:
JUST SHUTTER IT 1Nc
INTERIOR/_EXTERIOR 1341 5W 5.MACEDO BLVD
TABLE i� TABLE I As� PORT 5T.LUCIE
MAXIMUM ALLOWABLE #I MOE MAXIMUM ALLOWABLE N 14 N I B BLADES I FLORIDA 34983
5HUTTER SPAN X PRF55URE SHUTTER SPAN X PRE55URE L L00'L� Tel.:(772)201-9919
rm Fax:(772)673.0588
m —ALL ALUMIN(1M=BIPADES
BLADE SPAN PRESSURE(PSE) BLADE SPAN PRESSURE(PSE) T � WWW.JUSTSHUTTERIT.COM
INCHES P N INCHES P G )
6 60 160 190 1 wtYR 10R/EMPRIOR
66 158 158 6G i58 158 E✓�
72 144 144 72 144 144 PRUDUCf.
78 133 133 78 133 133 INTERIOR EXTERIOR
84 124 124 84 124 124 e� SUPERNOVA
90 116 L I G 90 1 1 6 IIG L L ) COMBINATION p(TRUDED ALUMINUM
96 108 108 96 108 108 LDD. ALUMINUM/LEXAN BLADES ACCORDION SHUTTER
[12
6 100 100 I G 100 100 J 91ADE5 Cl"BE ARRANGED m 11W LARGE 4 SMALL
8 10 10 108 10 93 omco J G���TI�S � 1� IMPACTED RATED
14 83 83 114 83 83 1B 10
0 75 75 120 75 75 INTERIOR/EXTERIOR
26 68 68 12G G8 68 ENGINEERING:
32 62 62 132 61 61 ENGCO INC. �ABIIG
38 57 57 138 53 53
f4-'-'"6�'548-----•-52.•J 144 45 47 5595 ORANGE DR.201
3314
50 41 48 ISO 38 42 Lg LB� LB D'VI(915�)L555-304
162 30 40 162 28 1 33
ALL'LEXAM5LADE5 — ENGCO@AOL.COM ..._-
NOTESi..-_... .. J .
1-ACCORDIORSHUTIER RUDE SPAN D11Ct79)rORALL CONOMON5 _ 1B IB. �rpgr"rrrrrar
2-PRL`SNRE_OIJIGN VAND LOAD fl'Sn pg F/
9-imm JNRWOUG10"19 ACCCRABLE POR DOMN VANO LOADS WD OMDE SPAN DUM N ,-INTERIOR/EXTERIOR �O`N,.. •, ,��
TABIILATED.VAWE5.E" . Q.
4-USEYABU IAWNONE ORMORETTYE ISBMDENSMED
5-BLADE REVERSED INSTALLATION IS ALLOWED FORAL.MOUNTED CONOMONS ���4.V E N 8F„'4}� $
`V(� NO. 2609 apo e
TABLE 2
MINIMUM 5HUTTER SEPARATION FROM GLAZING i
TYPIGAL-EL ATION T� GAL-CR055-5ECTION moi STAT F
A,B,C,D,E,GH X - .. 0 R 10,,.' �•°
GLAZING SEPARATION (INCHES) „0 0 �
TOP TRACK y•'s�ONAL
BLADE TYPE BLADE SPAN "�arrr0.0” rrrLr
<=60" <=104' <m I G2'
JUL 3 0 2015
ALUMINUM 2' 2 3/4' 3.125' EAgmeer SEA
C) Cuss ALL ELEVATIONS Pedro De Pgueiredo-PE 52609
n
SVYAr1D
a ¢ LEXAN 3' 3' 3°
E3 ti -' L. M. N ' <=30'ELEVATION MIAMI DADS APPROVAL:
-i FRODUCT REVISED
x a 1 LEXAN 2 1/8' 3° 3° m 000MAY!"s wide the F1mw18
>30 ELEVATdfqg Code
ION �1�kn hta o_05 3 0 9
Ld I NOTES:
L I-SEPARATI W!rRoM UVING AREA95HAi BC MEAWf ED FROM
W
� LAZI"e3uRrAcero-me1NNeR-MOSreMDeoRLoaSURrAGe. 8y '
.2=6GvS95 WARATIOLI k5 APAMABLE E�TnC_NVMz'laR6.vARD Arl9•.._ Mi�eIID afun Cbmro
j
MUM-DADE000NTIEB).
= 3-WL1EN 511UMit 19 A""LeD VALTI BOTH TYPES OP BLADES'we
W
�— LARGCSi GIA_S WARATION SHALL APPLY.
DATE:04/07/2015
SCALE:NA
JAC: BOTTOM TRACK DESIGN BY,PFMP
CDEFGIGH
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING
2 N:
15-146
MANUPACTURPR:
TYPICAL 5ECTION5 A.131.B2,B3,E34
AND ANCHOR SCHEDULE - -� 1/1H JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a z 010X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS N/NUT ¢a AT 12' OC 1341'5W 5.MACEDO BLVD
BUILT OiJr ON ANGLE SPACED AT 12'OC aJo r^ PORT 5T.LUGIE
HEADER OR SILL ]/_16TIONAL
FLORIDA 34983
DP
11 SECTION B4 Tel.:(772)201-9919
2,2A r oxmIFFTV 6 AWUSTABLE TRACK Fax (772)6730588
NLLJII ON REVERSE ANGLE WWIN,JU5T5MLITTERIT.COM
I
EMBED. SILL ONLY
m w
c•m I w .('• �, ANCHORS DESIGNED PRODUCT:
l`. W 6A 3�S AS PER SECTION B4
yd ANCHORS DESIGNED y 10 Gi ON TABLE BELOW SUPERNOVA
x a AS PER SECT 1 ON A 8 G
a 1/iB ON TABLE BELOW ` ACCOURDONS UITTER
w a 1/4-14XI GR5'SDS OR LARGE 45MALL -
x 1/4-20X3/4' PHMS N/NUT _:
IMPACTED RATED
w w0 SPACED AT 5'OC y EMBED.--�
5ECTION 131
y I/I B °A'TRACK ON ENGINEENNG:
REVERSE ANGLE
SILL ONLY —I ENGCO INC. CAbIIG
¢ 1/1 H
5595 ORANGE DR.201
A
ANCHORS DESIGNED vai SECTION B3 DAVIE, FL. 3331 4
AS PER SECTION B1 010X3/4' TEKS _ ADJUSTABLE ON Tel.:(954)585.0304
w .. .. _. ._.. - --. ENGCOQAOLCOM ---
pf
4 - ---. _. 11--> H ON ABLE--BELOW - r a AT'•12' OC STD.ANGLE
v a M w SILL ONLY
1/4-14X1'.GR5 SDS OR y) ANCHORS N �����
cm 1 6 }` w A CHOR DESIGNED
1/4-20X1/2' HHMS W/NUT EMBED. Li
I_j we ON TABLE AS PER EBELOW
CTION B3
.. }. doe
SPACED AT 12'OC No. 2609
6A
w ]0 '•j EMDED, '��'`• ['OR Op,•'.+\��4P.
r s:
w >' ANCHORS DESIGNED %Zf/ONAL
w ¢ 1/LB i '` AS PER SECTION B2 1/4-14X1' GR5 SDS OR
_ i6 w ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
W DPTIONAL T- iT W� SPACED AT 5'OC JUL 3 0 2015
Mm t'. A Engineer Seal
ti L MAX. BLADE SPAN IN INCHES Pedro De Fguuredo-PE 52609
4 11 i EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE BA5ED ON MC OF IN INCHES ON CENTER MIAMI DADS APPROVAL
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60
1/q-14X1' GR5 SDS OR PRODUCIRBVISM
j<• A TRACK ON s E E1 E E1 E EI E E1 E E] ea cornplpngwllh Um Eland°
1/4-20X1/2' HHMS W/NUT Building Code
SPACED AT 12.00 STD ANGLE [M31 62 38 93 46 124 60 160 84 AaepieneeNoI — S 3.03
SiLL ONLY SECTIONS 62 44 93 54 16070 1b0 98jlon,Daw o A,81,B2 62MAX. BLADE SPAN IN INCHES 83,84 62 62 93 93 124 124 160 160 q 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSP) 5A5E1) ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 11 08 84 60 SCALE:NA
A Al 1111 Ic III A Al III IBI IC I D I A JAE B Bl C D A Al B B1 C D A Al B B1 C ID DESIGN BY:PPMF
SECTIONS 07
14 40 -- 0 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 9 124 77 ]18 77 1 0 40 160 B 160 1
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34U241-0 124 89 160 47 160 126 160 125
A,B1,B2 g 4 26 40 40 40 40 6 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 L60 71 160 l 0 160 b0
83,84 6 q0 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 5HEET DRAWING N:
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 15-146
MANUFACTURER:
`TYPICAL5ECTION5 5 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5W S.MACfOC`BLVD
PORT ST.LUCIE
FLORIDA 34953
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C fax,(772)673-0558
TABLE BELOW WWW.JUBTSHUTTFRfT.COM
w3,3A
c:1
PRODUCT.,
5UPERNOVA
0:
W11 EXTRUDED ALUMINUM
Inis ACCORDION SHUTTER
OPTI(INAL :LARGE 4 SMALL
I IMPACTED RATED
ANCHORS DESIGNED
2,2A AS PER SECTION B I/IB
ON TABLE BELOW w 1�
a 5ECTION-c—
ENGINEERINGi
LU Li WALCMOUNITWITH
TRACK 3 OR 3A
E T'ON 5 HEADER or 51U. ENGCO INC. ..I.,
5 5595 ORANCE DR,201
13 Ul ZT...1
REVERSE ANGLE EMBED, DAVIC, FL. 33314
85-
HEAVERORSILL
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1/4-14XI' GR5 SDS OR
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SPACED AT 12'0C ,'•
No. 2609
ANCHORS DESIGNED
AS PER SECTION C'
ON TABLE BELOW
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUMANCHORAGE PKF55URI! (P5F) 5A5EO ON 5 P A C I N G IN INCHE5 ON CENTER, JUL 8 0 201h
ANCHORAGE SPACING
162 r 132 —84, 1 60 Ems'"cer Seal
A Al B ILI,' P� I A lAl IB IB Al B Bi c D —A AI&I'Ir A C -D Pedro Da 1`4=rada-PE 52609
IBI IC ID I JAI IB IBI I
f li�dl A 22 &0 60 104 29 10 0 45 4 1 51108 46 P107
SECTIONS/ le 40 140 0 62 13?�l jg6�2 I�Z 1§2 157 1 B7 26 70 !1! 34 1119 0 1 9 15 160 126 157
7 25 MIAMI DADE APPROVAL:
,;2 2
B&,d/ �a qu I et. 14U i 140L 138 1146 162 93 39 593187 M 86 124 51a 1124 1 1 124 1111160 71 160 156 1!1 155
16 1 4 135 40 52-- 93 193 193 0 94 1160 16 1601160 FRODUCTREVIS12D
93 1 E!4 !7 124 12411241124116 a omplylas with the r1imida
98
14 1 400 40 Q 62 93 124 124.12411241124 160 137 160 160 1601160
Aeoeptame Na -0'513.op
MAX, BLADE SPAN
IN INCHES
SEE ANCHOR SCHEDULE 13N Dix.4- 4-1 CA.--,
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UM(r5f)
\
6A5ED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING '162 1 132 1 log 84 60 DATE:0410712015
!i E I El I E I El I F J`FI I E 5CAUff-;NA
'4 -40 31 62-38 97 46 112 0 157 84 DE51GN BY:PPMf
SECTIONS 1
2 40 36 62 44 93 I 4 121 70--ItWM
B&C 40 0 62 62 93 -77 T- 2-4 9 11601 138
40 40 62 W- T24 11311601158
4 40 —461 62 62 93 64 124 108 160 151 5HEET DRAWING
4 OP 13 15-14G
L
MANUPACTURER.
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION D AND ANCHOR 5ChEDULff AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW S.MACEDO BLVD
PORT ST.LUCIE
(ED) EDOE (ED) EDGE FLORIDA 34983
DIST ICE
wDISTANCE Tel.:(772)201-9919
E0. Ea Fax:(772)973-0586
c40Www.jU5T5HUTTEw,C0M
J!LEG
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TRIMMED
t1I0X3/4- TEKS 6+
.sem t V/LEG PRODUCT:
AT 12' oc
SECTION 0 /r-1rRIHK11
INSET MOUNT W/
(ED) EDGE SUPERNOVA
TRACK 2 OR 2A -HEADER OR SILL 2
t4DISTANCE EXTRUDED ALUMINUM
ti z ACCORDION SHUTTER
!3 a. ECTION E LARGE 4 SMALL
IMPACTED RATED
L ANGLE INSET MOUNT Evu
1/4-14X 3/4. TEKS
of SPACED AT 12'13C ENGINEMNG:
5ECTION Gh
GAA'' INC.
ANCHORS DESIGNED ADJUSTABLE MOUNT 5595 ORANGE DR.201
AS PER SECTION E HEADER I SILL DAVIt, FL. 33314
Tel,(954)585-0304
ON TABLE BELOW- ENGCO@AOLCOM
3,3A
1/4-14XI' ORS SDS OR
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SPACED AT IVOC
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No. 2609
ST
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MAX BLADE SPAN IN INCHES
•, apriunrUrr
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE AL 8 0 2015
MAXIMUM ANCHORAGE PRE55UPE (P5F) BASED ON SPACING IN INCHES ON CFNTER, tnqmecr SwI
ANCHORAGE SPACING t62 1 132 —1 108 84 1 60 162 132 108 84 60 Pedro D.Nvem-fa-FE 5=9
A B C D A E IC iD I A ID I A 18 1C ID E E E
INCHES
I C D A B - L_
16 22 27 ,Z_ 27 33 _- 120-1 34 4BO - H4 1 43 192- 1C 2 36 43— 16 28 34 41 53 74 MIAMI DAVE APPROVAU
12 301 36 1-- 21 M ME I PS 1 45 1 �,4 1 ilk i'-?;- I -jPj I rq Iad IAT I 81 IQ7 IAQ IR.7 7 45 55 71 99
SECTION D -6- 12 3
40 1 40 26 32 62 32 39 1 67 180 140-148 1 136 1103151 161 1 1211145171 IT?r. 8 40 62 83 106 149 PROvucrRUVfSFD
40 1 40 35 40 963 i 662 43 52 1 90 93 5 64 115 124 68 82 160 16040 "5 1_1R 6 40 62 93 124 TWO Florida
,;T
40 1 4 140 411 6E 16? 162 162 1 93 93 79 93 1 124 124 1102 11231 1601160 4 40 62 93 124 160 8,44141
It __ 22 27 32 20 -- — A-P= -T--5r -03
9 22 26 32 2 Ev Date 0 9
34 39 23 43 RI 1 0 60 71 44 42 87 33 41 52 73
-9-5-_16- 24 3
SECTION E 1 6 30 44- 9-7- e6 1 49 3 68 180 47 1 $ 37 59 82 DY
fi 5 35 3 30
— _50+4
r
0" 50 59 "ww
34 39 4 23 41 4121 3 �6 354+5 7 40 78 10 c1combra
_j5_ 6 45 42 115
r
40 40 3� 76 89. 55 52 67 1361160 98 93 N4 4-0 521 64 1 BE 115
9 201 24 1-- 1- 29 30 36 23 21 39 146 g9 27 55 64 41 137 9 66 DATE!04107/2015
SECTION GH 8 23 1 L7 3-4 40 125 123 44 151 33- 5CALE.-HA
33 121 1 9 30 61 172 46 4 8 27 34 41 5 7
720--44 ?B 125 46 53 34 131 59 40 82 196 61 '156 6 3 1
6 3q 36 23 Ri DESIGN BY:PPMf
4 40 1 40 13 131 56 2 38 ..68 80 i51 47 89 1103 65 60 123 144 91 84 4 381 47 1 57 74 103
SHEET DRAWING
5 OF 13 15-14G
MANUFACTURER.-
TYPICAL
ANUFACTURER:TYPICAL SECTIONS G, F AND I JUST SHUTTER IT INc
AND ANCHOR SCHEDULE f
2
1/IB 1341 SW 5.MACEDOBtVD
' PORT 5T.LUCIE
zx FLORIDA 34983
SECTION I
¢a 1/IB a ¢� TeD MOUNT el.:(772)201-9919
w w a REC SILL ON' Fax:(772)673.0568
a NANW.JU5T5NUTTERIT.COM
= c 010X3/4' TEKS =
AT 12' oc ti cpo
w � � _ :••Y• PRODUCT:
SECTION G 'P ANCHORS TYPE
ADJUSTA13LEMOUM A, B, c DR n SUPERNOVA
y SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'OC
S `I INTO CONCRETE'-4"(3000 PSI CONCRETE) APPL ICABLE FOR ALL LOAD EXTRUDED ALUMINUM
d I INTO WOOD=2I/2'(WOODSG:0.551 ;rt. (EC) E)IGE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
I .INTO METAL:2'(60G3.1c LWDRA5TMA5e5RIl) CLEARANCE 'LARGE 6 SMALL
IMPACTED RATED
rrm 33 I
(ED) EDGE ai
DISTANCE
STANDARD LOCATION2� ALTERNATE LOCATION
ANCHORS SPACED vANCHORS SPACED ENGINEERING:
AS PER SECTION G (, w AS PER SECTION GI ENGCO INC. CAaI�G
ON TABLE BELOW (ED) w ON TABLE BELOW
EINL W 5595 ORANGE DR.201
DISTANCE -I 1/1B DAVIE, PL. 33314
.... .... .._..l_ ALTERNATE (ED) --1� -.... __. ._. a..- - -- ..... TeENGC0®AOL.CO954) M 4
fff"---EDGE DISTANCE�I = y :AaRA64 LONL.MOUNn
w 9lLLONY `��pn•uu•• /.•.
w o ,o'� .DE f/
ix
1_ ANCHORS�DESIGNED- rd�Q,p�••'V\C 4P ax�i
P - AS PER SECTION F 3 j s_O
'N I fTABL-E-BELO{I y No. 2609
STA OF
A
(ED) EDGE JUL 80 ?.015
DISTANCE w
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ONEngmeer Seal
Pedro De Pigvevedo-Pe 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INC(1E5 ON CENTER
ANCHORAGE SPACING 162 '132.-a 108 84 60 162 132 108 84 60 MIAMI DAVE APPROVAL•
A B IC ID A-, B C D A B C D A B C D A H C D 5 E I E I E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46
21
12 22 23 27 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 rs eamp1Y1n8 Nith lhe[Toddn
SECTION B 28 33 20 20 35 41 24 24 42 50 30 29 54 64 36 38 76 90 53 53 8 34 42 51 66 92 BccgipCodo
6 38 40 26 26 46 54 32 32 56 67 39 39 73 66 ,1 50 102 120 71 70 6 40 56 68 88 123 AcaplmuoNo15 oSl-Z
4 40 40 39 39 62 62 48 48 BS 93 59 59 ]09 124 76 75 153 160 106 105 4 40 59 72 93 130ni1oOD'(o c a���, e fCj
1 28 34 15 21 35 42 25 42 51 23 31 55 66 2- 40 76 93 41 55 16 35 43 53 8 95 MR ImI Dad odaU Control
SEGTIONS '1'2. 38 40 20 27 ,46� 56 25 34 57 69 30 41 73 BS 39 53 102 123 54 74 12 40 58 70 90 1127
G1OR�' 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 111 8 40 62 93 12A 160
//� 6 40 40 40 40 62 162 49 62 93 93 60 82 124 ]24 77 106 16 1b0 108 148 6 40 62 93 24 160 DATE:0410712015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALENA
D
r;r DESIGN DY:PPMF
SHEET DRAWING H:
6 OF 13 15-146
Y
` f .. � � .. � _„
5
`,'i?,
i ..
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT mc
JAMB AND CORNER�ECI'IONS J-;
OE-T I[MAL
�SEALANT 1341 5W 5.MAC1500 eLV0
PORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34953
ANCHORAGE-TU�WALL SECTION J TYPE A, B, C OR D Tel.:(772)201-9919
I&_NGt-NECE.SSARY 4' FROMS
NDS-V--rS�C"ON J I Fax:(772)673-OSM
0
AND ONE AT MIDDLE WWW.JUST511UTTr:?JT.COM
INSET MOUNT
ET
(X2) #10X1 SDS IA)
TOP AND BOTTOM D99M PRODUCT:
9,9A TRACKS
IA 5UPERNOVA
EXTRUDED ALUMINUM
ACCORDION 5HUITER
li > P4W LARGE 4 5MAU.
IMPACTED RATED
cu ENGINURNG:
ITOP P BOTTOM TRACKS FNGCO INC.
5595 ORANGE DR.201
DAVIII, FL. 33314
Tel.:(954)585-0304
ENGCO@AOL.COM
EN
ANCHORS TYPEQ . S
A, C OR D
SPACED AT 24'CC No 52609
11L(ED) E
'IS EDGE STA Ek OF
uj DISTANCE
ui
0,
—5ECT-10N—J2—
-JAMB-CLOSU ION oil
BUILT-OUT MOUNT .00
OR Ii JUL 30 2015
RIOX3/41 SS SMS OR En,3'nccl Seat
LA 3/16' POP RIVETS Pedro De rieve"do-PC 52609
SPACED AT 24'OC 5ECTION J3
CORNER CL05URE MIAMI DADE APPROVAL
PRODUCTRWISISD
as complyin with 11to rwdo
RUINIMUDd.
oil
7 OR 7
Pus,BUTT,
I,It, C,
<19) PUSH BUTTOM LOCK
onAuo
uct ontre
2 i4=
DATE:04107/2015
5CAUE,-NA
7 OR 7A DESIGN BY,PFMF
IB LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HFEt DRAWING#;
7 Of 13 15-1-46
MMUFACTURM
TY
,—F1GAL-H0R1Z0NT-AL----_,
UNfM6TE-L0CK-5-EC-r19N-5-M LOCKING PINS APPLICABLE JUST SHUTTER IT In
I ONLY AT OPEN POSITION 1341 SW S.MACEDO BLVD
T TEI SECURE STACK FORT ST.LUCIE
N j PINS
A FLORIDA 34983
LOCK' r
INLY AT OPEN P
0 SECURE STACK
Teti.;(772)201-9919
--Ku 7A Fax:(772)G73-0588
Aj WWWJUSTSHUTTERILCOM
NOTE:SHUTTER CAIN1,151!LOCKED FROM
15
IN51DIL:OR OUTSIDE BY PLACING LOCK
I D M OUTSIDE Ai
IN51DE OR OUTSIDE AS REQUIRED SECT ia- ; I PRODUCT;
_LOC&BLADE-SECTION
CLOSE POSITION 1%
7A
3j —4 SUPERNOVA
0-' EXTRUDED ALUMINUM
ACCORDION 5t1UTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
C+roz I KK� 7 OR 7N 7 OR 7A FNGCO INC. CA67[6
ru 7 OR 7A 5595 ORANGE VFL 201
7 OR 7A 7 OR 7A DAME, Ft. 33314
IB_/ T�-B MW -
Tel.:(954)585-0304
ACCORDION
OR
1/4-200/4 i�UHB SCREW ENGCD@AOL.COM
LOCATED[IN ACCORDION
NTE EXTERIOR BE
VOR IVE
INTERIOR OR EXTERIOR SIDE ......
TAP 'I I/e PULL PI"
BRILL AND TAP-OPPUSITE 1/4XI
61 37 BLADE T&I RECEIVt SCREW
INSIDE OR DUTSIDEJ. DE P1
00"
C 19) PUSH BUTTON LOCK' G ENg 'L
III
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
No.52609
ALTERNATE SECTION M I
F-5 ION 411— wf LOCK BLADE Mni STA OF r
LOCK
'C': SECTION
N
STARTER BLADE SECTION �6 0,
POSITION
L-;6,
L-OPEN,PONTION—
ANCHORS TYPE
A B C OR D JUL 8 0 2015
f-7 13R 7A SPACED AT 24-OC Erv.1mear Sol
Pc*v Da figumedo-FE 52609
7 OR 7A 1A-\ MIAMI DADS APPROVAL
u PRCIDUCrREVISET)
a CWTlyhlg with the plurida
uam 7 OR 7A '5 513
- ,
Acaeptanc.N. 5 13.03
WOOD VOID 0
BY
1B PUSH BUTTON LOCK 0
LOCATED ON ACC13RDIIIN 7 A OR 7
OR
7A
INTERIOR OR EXTERIOR SIDE
h' DATE:04/07/2015
SCALE:NA
I DESIGN BY:PPMF
ID
SHEET DRAWING#:
9 OF 13 15-14G
MANUFACTURER,
TYPICAL HORIZONTAL SECTIONS
STD LOCK 5ECTiON5 N JUST SHUTTER IT iNc
1341 SW 5.MACEDO BLVD
FORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
FN—()TE.-SHUTTER—CAN BE LOCKED F—Ro—im-] www.jU5T5mUTTmT.Com
IDE OR OUT51DE DY PLACING LOCK:N5N5:DE OR OUTSIDE AS REQUIRED. 5ECTION N
z LOCK BLADE SECTION
w CLOSE P051TION PRODUCT;
5UPERNOVA
H to EXTRUDED ALUMNL%4
ACCORDION SHUTTER.
LARGE 4 5MALL
IMPACTED FATED
ENGINEERING;
IN ENGCO INC.
5595 ORANGE DR.201
IR ID DAVIE, FL. 33314
22A- Tel.:(954)555-0304
fNGCO@AOL.COM'
22
228 F1 N
/q7No 2609
ANCHORS TYPE
A. B, C OR
SPACED AT 24'0
5xvom N
LOCK BLAVE SECTION STARTER B DEC SeCT10N
-1
IA)
OPEN POSITION 0 ,, ,.ONAL.....
JUL 3 0 2015
3 2.15 Engineer Seal
Pedro Va hqvdirodo-FE 52609
MIAMI DADE APPROVAL,
PRODUCrktVISED
ILI 8WNiho Qda
2 W2--Ae
2A 22 ii ue Con
22A-/ 22B
22 5DACALETE:040712015
Wos ;RA DE51GN BY:PPMP
ID Illy
SHEET DRAWING#!
lo or 13 05-146
MANUFACTURM-
"( TlPIGBLADE�LY JUST SHUTTER IT)Nc
tfCHEADER1
B1LL OF MATERIALS
12 ;3A ITEM DESCRIPTION MATERIAL MANUF RER 1341 SW 5.MACEDO BLVD
EfiADE 3-6 ALU NUM NA-5 PORT 5T.LUCIE
16 0,19 lA STARTER BLADE 6063-T6 ALUMINUM NA.S.A
FLORIDA 34983
fBtitBue.
if) COMPOSITE EIL 6063-T61 LEXAN N.A.SA.
Tel.:(772)201-9918
14 1 C FLOATING STACK BLADE 606376 ALUMINUM NA.5.A. Far(772)673-0585
2 CEILING TRACK 6063-T6 ALUMINUM N.A.S.A. WWW.JU5T511UTTERR.COM
1 3 t'1 U2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
1 3A 2'WAU-MOUNr TRACK 6 3-76 ALUMINUM N.A.5.A.
L4 RE TRACK 61X73-76 AMINUM NA.5.A.
5 RFirESSED TRACK G"346 ALUMINUM N.A.S.A PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A5.A.
6A
ADJUSTABLEMALE CK 60G3TGALUMINUM NA.s.A' SUPERNOVA
-`I I` 7 UNIMATE LOCK BLADE WO LP 6463-T6 ALUMINUM NA,5.A. EXTRUDED ALUMINUM
0.14 7A UNfMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A, ACCORDION SHUTTER
B HD fEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
8A HD MAtE LOCK BLADE 6063-76 ALUMINUM N.A.5.A. LARGE 4 SMALL
13.9I OX3'HH 8B HD ADAPTOR FILLER 606346 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW 9 t'JAMB CLOSURE 6063 T6 ALUMINUM N.A.5.A.41 p STAINLESS STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.A.5.A.
10 114-ZX ANGLE GOG3-T6 ALUMINUM N.A,5.A.
1 1 1/1I.2X ANGLE COGS-T6 ALUMINUM N.A.5.A ENGINEERING:
+'�
0.19 T2 WHEEL CAJ2WER PLATED STEEL/NYLON N.A5.A. IVVCIJ INC. CAaiiC
SILL 13 9I OX3'HH BLADE SCREW 410 5TAINLE55 STEEL N.A.5.A.
a ' ISA 9I OX2'HH BLADE SCREW A 10 STAINLESS STEEL MA.S-A 5595 ORANGE DR.201
o 14 0.44'DfAM.FLNT WASHER STAINLESS STEEL N.A.5.A. DAVIE. FL, 33314
I5 OAC'0 x 0.93'BUSHING NYLON N.A.5.A. _ 'Tel.:(954)$85-0304
I6 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.S.A, ENGCOQ+AOL.CDM
14 1 _- 19 PUS BUTTOM LOCK -
16' r; NYLON R.A.5.A-
2� 1 6"-31X2 WHEEL 1X4 IRSX3 ANGLES 6063-T5 ALUMINUM NA.S.A, `,'�,,rrrrrLr�rrr,
22• 570 FEMALE LOCK BLADE 6069-T6 ALUMINUM N.A.S.A, .CSF *Y/
13 (•3A 22A� giD MNP LOCK BLADE 6063-T6 ALUMINUM N,A,S.A. ♦ E
13A-910X2'HH 228 . 570 LOCK KEEPER 6063-76 ALUMINUM NA.5A.' :++ � `
41 SCREW LE5 N0.52609
410 SrAINLE55 STEEL 1 O
0.200.504 0.4 0 NATE O�a�
0.4 0.390 t 'oo
1 �+
0.390 .`t. Q 44 0.03 7'�tl��t''• RN�.Gia°r`�?r
o�5t' a a k,,/gNAI rr�c.�,,�
��--• o W.1� d Jul- 0
0.310 �- ( 3 4 2015
T o v 14-0.03'X 0,44.0
o d d 0 d STAINLE55 STEEL Engmeer Seal
II FLAT WA511VP ANCHOR SCHEDULE Pedro Dc F:gucredo-PE 52609
0,50 16- N 0X.65• I5-.4BUX.93• TYPE DESCRIPTION MIAMIDADEAPPROVAL:
NYLON WHEEL BUSHING NYLON BUSHWG EMB E.D.
20.1/2.01X 0.30 A1/4°ITW TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 PRODUCTRHVESBD
NYLON WHEEL —� 1/4'ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 —2-.5- rw complying rrhh am
SPACER 4,.A.177 1/4' TAPCON INTO CONCRETE BLOCK } 8u11dingCoda
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 —2:5—a Accepama Nomcontmt
B 14-20X)ALL POINT 50LID-5ET INTO 3. r5)CONCRETE 0.675 3.0 on UmaQBI 14-20XI ALL POINTS 50UD ET INTO CONCRETE BLO O.$ 5 3.0 Qyy} ' lA NTO G- 5 1. 1. MTa d vaQ
12-WHEEL CARRIER D 114'-14 SELF DRILLING SCREWS INTO I/8°STEEL OR ALUMINUM 0.75
STAMPED 5$L14Tti '
O NYLON WHEELS E 1/4'CRETE-PI.Pa(554(NTD 3000 P51 CONCRETE ).?5 3.0
r4 EI I/4°CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) I.25 3.0 DATE:04/07/2015
notes: EW:EDGE DISTANCE 511AILBEOMHOWALL ORessnlG SCALE:NA
ED t��rn.IMCF.M-FEX#IBE av,WvonD 6CaraBeusedntKMACeOru4•ueseRews DESIGN BY:PPMF
d
SHEET DRAWING N:
I I OF 13 15-14G
5HUTTER COMPONENT5 MANUFACTURER:
4.56 19 JUST SHUTTER IT INC
0
1
0
-4,54 a
44,D 3 - 23 OL 46
10191
4. 1341 SW 5.MACEDO BLVD
24-�-I.99- a,as-
PORT ST.LUCIE
Nc5 oFLORIDA 34983
13' d3.21 1 71 1 Tel (772)201-8519
Fax!(772)G73-05M
0* 23 1 B-COMPOSME AN T wvvW.Ju5T5hU`rrEw,COm
ALUMINUM/UY ElADt
LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
AS MR NOA I3-0717.01 7-UNIFAX-Ft_WJ0 U`- LOCKING BLAOF5 a 41
I' T XL I 02UV PRODUCT'
ARTM MADE
2.31
4.61-- a 5 �14 5UPERNOVA
1,77 00-6 EXTRUDED ALUMINUM
"4.08 1.56- cs '3 ACCORDION StIUMK
d-F I
LARGE 4 SMALL
v) 06 IMPACTED RATED
64
c3 n 85-ADAPTOR fIUfK
I C-0.0 5 FFL0 Ant N�G 5 TA C K 5 LA 0 E 61 cd'j USE WITH 8 AND 8A
0.07Ai 1.99 ENGINEERING:
2-MSFT r V&RG
OPTIONAL
HEADER/SILL MOUNT coil- T 3.OD ENGCO INC. a.,,
a 1315.08 -- 0.64 5593 ORANGE DR,201
2.1-11,15ET TRACK W/O RG BA.MALE HD D.1;1 0.60 DAVIE, PL. 33314
ALTERRATECALK flEADERI SILL MOUNT LOCKING BLADE - Tek(954)58"304
,fi�ENB RECEPTOR 8-FEMALE III?
APPLICABLE To LOCKING BLADE• ENGCO@AOI.COM
_I I.
1 3.83
TRACKS 3,1 Ct It,
3A AM 3A.I m
6-REcE55rD TRACK ...off*#....
-1 0.10 4v E
4. SILL MOUNT ONLY
P 60 at
--d T
EN Z
a 10
2.83 No. 2609
P-41-
T-
L
NEAR
M"U'
3,83
Sim M"
_T
P-4
0.79
491
0.61 -1 STA
d 0.07 j a 06 T T L ct OA%
3A-2-BU:LQ-OUT TRACK ci
/OiVAL
"�Z 0 R�0
%
CPT ONAL 913.HD JAMB CLOSURE rj
--4 C) if
.6 HEADER/51U.MOUNT a tn to
T
3A.1-2'50 TRACK W/O
225-LOCK rffpm w5ficr JUL 3 0 2015
.59 CL RAIN GUARD(RG) 22-FEMALE STD 22A.MALE STD 9:_
0. 7 pATIONAI ngineer
LOCKING DILOCKING BLADE 9-1-ti-
3_I'/I k&JILPOUfli4CK L ci Pedro De P.9m,edo-PE 52609
.70
0.125 0,25 MIAMI DAVE APPROVAL:
L GUARD
-L.43- -2.07 - 9A-V"D CL05URE-m- 0.09 PRODLICr WIVES 10-
0.86,[- -1.91 11 F. 7-
- 0,06 W mmPlAftwidi The SoPid.
OuRditS Code
Accqkwe NoLlg- 13.o?
--.e
T iw "
0.86 z k ton
-T c3T 21-I/I G'IMICK ANGU!5
o c)c) G063-TS ALUMINUM ALLOY
oo MA L AD..
'* -(-
a 83 cd uj nj Bi 51DE CL05URE USE ONLY
os V
L= 2'
7 2 61 0.7S Fr
0.07 0" a 07
2. 3 D; DATE:04/0712015
nT SCALE:NA
GA-ADJUSTABLE MALE DESIGN BY;Ppmr
95 �I. 3�� C-ADJUSTABLE -f tiMM SILL MOUNT 2u
3L 1± HEADER/SILL MOFUENT
4--'A"TRACK
MOUNT ONLY I t-)/&-TtiICK`A0�57 10-1/4"THICKANGLE5I' OR 1,5'� 5HEET ,DRAWING#:
3-TG AU.IMfNUMALLOY GOG3-TG ALUMINUM ALLOY 12 Or 19 15-146
MANUFACTURER:
5ECTION X JUST SHUTTER IT INO
TRACK 2 OR 2A INSET MOUNT
5ECURED TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD
BETWEEN WOODTRU55115 PORT ST.LUCIE
FLORIDA 34983
Tei.:(772)20 1-9919
Fax:(772)673-0588
W WW.JU5T5H UTTFRTT.COM
0.63 0.62
1.25 1,25 1.25
en PRODUCT.
(4 PER RAFTER) T a
1/4'X 2 1/4 FH TAPCONS I o SUPERNOVA
WITH 2' MINIMUM 1/4'X5'GOG3-TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 5MALL
5.00------------— IMPACTED RATED
Ln
1/4'X5' OR I/S-X5' 6063-76 oT 7 ENGINEERING:
2,2A� ALUMINUM PLATE SECURED TO II
.. RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. cr,6116
SEE TABLE BELOW FOR SHUTTER 1/4'X27(5"6063-TG ALUMINUM ANGLE w 5595 ORANGE DR.201
SPAN 6 PRESSURE 1
DAVIE. FL. 33314
Fw� 1/4'-14X 2' SELF DRILLING SCREWS ,•- ..- -. .._. TENGCO®AOLCOM
a¢ SEE SHEET 5 MOUNT TYPE D
o. ANCHOR TYPE•D FOR ANCHOR SPACING to
EN
�I t/1B :�•�6�0 •
,','tT�r�`•,EpSF��O
. . . �s.oo —I 2609
� STA F
C51I/87(5'6063-T6 ALUMINUM PLATE •OAF F[OR OP• \����•
ALLOWABLE DESIGNED PP.E55URE5 ALLOWABLE DESIGNED PP,E55URE5 ,,s/ ���.•
FOR 5ECRON X WITH U4'ALUMINUM PLATE FORSECTIONXWIM 1/8'ALUMINUMPIATE ''•a.�,�„��u•�'�
BLADE MAXIMUM DE51GNED BLADE MAXIMUM DE5IGNED
SPAN PRESSURE SPAN PRE55URE PSF nJUL S O ZO��
i I
IN BLADE I BLADE I B (IN) BLADE I BLADE 113
T Engmrtr 5ca1
60 ±159 159 60 ±99 t99 O 1 Pedro De P guaredo-PE 52609
72 t 132 ±132 72 ±82 ±82 ALTERNATE TO PLATE Oo
84
±113 t 113 84 t71 t7 I 1/87(2'X5°6063-T6 ALUMINUM ANGLE N MIAMI DADE APPROVAL:
90 1106 ±106 90 t66 ±66
108 ± 88 ± 88 108 ±55 ±55 MODUCTRBVISED
126 ± 68 ± G8 126 ±47 ±47 as wmglpi de Ih the Florida
132 t 62 ± 61 132 t45 ±45 Building Code
Aeoepmnce Nu — 13.03
IA4 �+48 -52 +45-47 144 t41 ±41 tIonDal
162 30,-40 +28,-33 162 t30 t28,-30 : -64A
Deo uc ConVo
NOTE: 1- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BU1DE SPAN 517%
DATE:0410712015
5CALE:NA
DESIGN BY:PPMF
I
SHEET DRAWING#:
13 OF 13 15-14G