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SCALE:
NOT TO SCALE
DATE:
Sep 15,2016
PAGE DESCRIPTION:
Ron Conwell PGA
PAGE: OF
—" 32
32
M®QADE MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADM DUSTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
='iam1dadeaovreco am
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
Zane of the Florida Building Code.
DESCRIPTION: {i Superlrova"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 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#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.
rnaMtrtnoecoutaurit Q 7:'" NOANb 15-0513.03
"' °°'ExplrafianDate:08/14/2019 _
Approval Date:08/27/2015
0812 7l2oJS Page l
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 1 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 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.
Z 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
Shirtier 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 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.Bel'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 tinder 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
c
MANUFACTURER,
sJUST SHUTTER IT INc
U RffRx NV
1.341 SW 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER F ORIDA'34 63
LARGE M 1551 LE I M PACT RE515TANT Tel.:(7 19
Fax:(772Tel.: ))6773-053-05 88
www.iusTstiuTrfRrr.com
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCE:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL M1551LO WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER
PRE55URE5 AND LIMITATION5 STATED IN THI5 APPROVAL. LARGE<SMALL
tMPACTED RATED
2-CODE:THI5 PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. CA81JC
5595 ORANGE DR.201
"JUST SHUTTER IT INC-PORT ST.LUCIE-.FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)555-0304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' ENGCO®AOL.COM
SPIFFY -... --- "DESCRIPTION
4-LOADS:DE51GNED LOAD CALCULATED BASED ON THE ASCE 7-1 O AND PROVIDED By I TABLE OF CONTENTS,GENERAL N07E5,USER INSTRUCTIONS 't�spr��nriiii„''
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED %���� DE F/cy
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE 0 QQ r"�C''"9'•yF/
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55 •.Q
SEPARATION TABLE 2 Q e
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BNo.5 609E MADE OF 6063-T6 OR AS NOTED. 3 TYPICAL 5ECTION5 A.B I,B2,B3,B4 WITH ANCHORAGE TABLES
L
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of * \ *Z
A' TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES 11STAT F
DRAWINGS.INSTALLATION AND LOAD5 A5 PER THI5 APPROVAL. ��-'�.;MC ORIDQ:.rr
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD S TYPICAL SECTIONS D,E R GH WITH ANCHORAGE TABLES •••I� ss/ANAL $0
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F.G 4 I WITH ANCHORAGE TABLES
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER „"JUL 3 0 2015
ANCHORAGE. 7 JAMB AND CORNER 5ECTION5'J°
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE
Engineer Seal
REQUIREMENTS,DESIGNED PRESSURES ETC. B LOCK MALE t FEMALE 5ECTION5'L" Pedro De Rgumrado-PE 52609
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-_33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTION5'N' PRODUCTIiGVISED
FOR WIND LOAD HAVE BEEN USED. avcomplyingwilhtlre Florida
Building ado
I I BILL OF MATERIALS,ANCHOR SCHEDULE t BLADE ASSEMBLY. Amelvim allo 05/3,03
fr
USERINSTRUCilONS: 12 COMPONENTS BY
mmini D duct Cum
I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAILS '
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE55URE ON TABLE I OR TABLE IA. DATE:04107/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING N:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER
TYPICAL SECTIONS A.B 1,132,133,B4
AND ANCHOR SCHEDULE — —1 1/!s JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341 SW 5.MACEDO BLVD
BUILT-OUT ON ANG IP SPACED AT 12'OC oJn H PORT ST.LUCIE
HEADER OR SILL 16 FLORIDA 34983
/—OPTIONAL Tel.:(772)201-9919
2,2A SECTION B4 Fax:(772)673-0588
11 Sao 6 DJUSTABLE TRAC&
O REVERSE ANGLE
WWW.JU5T5HUTTERIT.COM
m EMBED. w -1' SILL ONLY _
rL—
rm r, ~ N 6A �I ASC PER SSECTION EB4 PRODUCT:
ANCHORS DESIGNED = 10 W ON TABLE BELOW SUPERNOVA
AS PER SECTION A
z �a ON TABLE BELOW 9" EXTRUDED ALUMINUM
I/1B V ACCORDION SHUTTER
= ti 1/4-14X1'GR5'SDS OR �. LARGE CSMALL
w a 1/4-20X3UT
SPACEDMATWSNOC :Y IMPACTED RATED
EMBED.--�
SECTION B I T
H 1/1 B 'A°TRACK ON ENGINEERING:
REVERSE ANGLE
51LLONLY ' ENGCO INC. CA8116
z
1/1B 5595 ORANGE DR.201
1 r ANCHORS DESIGNED h SECTION B3 DAVIE, PL. 3331 4
-"/''�, AS PER SECTION BI 56A
#10X3/4' TEKS ADNST/1BLE ON Tel.:(954)585.0304
4 - -.-... .._• 11--F �+� ON-?ABLE-BELOW -r-...,. I- . .. AT'12' OC -. ....-.
511)ANGLE
- ENGCOQAOL.COM --
ti
Z w ca M SILL ONLY rrrurrriir"rr
1° 0 F/
1/4-14X1'-GR5 SDS ORJ `- cqw 6 4 ANCHORS DESIGNED ENs �%% _
i, wi AS PER SECTION B3 +"
1/4-20XI/2' HHMS W/NUT EMBED. �- t' w a ON TABLE BELOW 115,0?�'
SPACED AT 12,EIC 2609
Z �O STA
Z
a10 'ci EMBED, -''...['DR OP'A ••
rn '.%lb`s ,.,.n (�\���•
ANCHORS DESIGNED "••",;r10NAL
w ¢ 1/1H v q AS PER SECTION B2 1/4-14X1' GR5 SDS OR ''�'•rrrrrrrrirrNrr
DN TABLE BELOW 1/4-20X3/4' PHMS W/NUT }
F OPTIONAL ? W SPACED AT 5'OC JUL g0 2015
t- C= v A Engineer 5ea1
y f MAX. BLADE SPAN IN INCHES Pedro De Rguaredo-PE 52609
4 L11 :i EMBED. SEE ANCHOR SCHEDULE ON MAXIM ANCHORAGE PRESSURE(175F)SHEET It FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
SECTION 52 ANCHORAGE SPACING 162 132 108 84 60 PRODUCPREVISBD
1/4-14X1' GR5 SDS OR a+wnWlyinei�'ilhlheETarida
J/4-20X3/2' HHMS W/NUT u 'A TRACK ON s E1 E E1 E E1 EI E E7 ng Ci do
SPACED AT 12'OC SID ANGLE 14 40 31 62 38 93 46 124 60 160 84 Ao
SILL ONLY SECTIONS 12 40 36 62 44 93 54 16D 70 L60 98 A IwtocNol - S 3.03
A,81,62 B 40 40 62 62 93 81 124 105 160 146 ' lion Date o jo19
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 DY
4 40 40 62 62 93 93 124 124 160 160 Mlmn ped v Contra
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5 F) BA5ED ON SPACING IN INCHES ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA
FT A Al B BI C D A AI B BI C D A Al H B1 C D A Al B B1 C D A AI H B1 C D -71 DESIGN BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107
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,B1,B2 g 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET 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 OF 13 15-146
TYPICAL SECTIONS B AND C
AND ANCHOR 5CHEDULE JUST SHUTTER IT mc
13415W S.MACED0 BLVD
FORT ST.LUCIE
FLORIDA 34353
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C Fax:(772)G73-0588
ON TABLE BELOW WWW.JU5T5ttUTTfPJT.COM
313A
w z
-JIL PRODUCT:
w
°I1`
I/IR 5UPERNOVA
ix 7
w 17EXTRUDED ALUMINUM
11 Ilk
ACCORDION SHUTTER
74 I* .LARGI!4 SMALL
ANCHORS DESIGNED OPTiONAL IMPACTED RATED
AS PER SECTION B
_2,I 7A 11 I: a
ON TABLE BELOW ui 01
SECTION C
ENGINEERING.*
M3A—
SECTIONS HEADER OF,SILL
BUILT-OUT ON I I- FNGCO INC. ...,.
T-1 5595 ORANGE DR.201
REVERSE ANGLE EMBED,—�
DAVIE, PL. 33314
HEADER OR SILL Tel.:(954)585-0304
% ENCCO@AOLCOM
E
1/41/4-14X1' GR5 SDS OR
1/4-20XI/2' HHMS W/NUT, 3,3A
SPACED AT 1210C Ct, E N
zr No. 2609 i
4
i AS ANCHORS DESIGNED
PER SECTION C
ON TABLE BELOW ST Iv
MAX. BLADE SPAN IN INCHES L
SEE ANCHOR SCHEDULE ON "0A.0
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSP) BASED ON SPACING IN INCHES ON CENTER JUL 3 0 2015
ANCHORAGE SPACING 162 132C ID 108 34 60 Engineer Seal
D A
A AL B BI C D A [At I B JBI I C I A IAI [B JBI Ic in -A- I per BB2 C D A Al H III c -D Pedro Do riouctredo-PE 52GO9
&4 40 40 40 40 6 itt 62 14-J-445 14v 1 81 ts6 I bu 181 161 155 14 107
1
SECTIONS 12 40 40 40 40 40 r 157 — — 87 26 93 70 87 70 1 I I 34 119 90 112 89 156 47 160 157 125 MIAMI DADE APPROVAL:
26 - 156 160—155--
S&c 4 tB?i 40 40 40 40 40 62 32 62 62 62 182 1 -W-FI-44- 93-197 193 1 V6 1 124 1151 11241111112411111160]�71 T6o
9E
40 62 43 62 62 62 162 1 93 152 ji 93 193 193 193 1 124 167 lle4ll2411241124116 94 160 160 160 160 lying with[he Flodda
6 413 35 40 40 40 PRODUCrREVISE-0
2E _ -
14 1 40 140 L40_140 1.40 140 I bd j62 162 162 162 162 1 93 176 93 93 93 93 124 98 1241124112411241160 137 160 160 160 jrO BuildingCnda
Ac**ImteNo1jF-6f1 .03. expt lion Data 0/1
MAX, BLADE SPAN IN INCHES
-\ By owj49. 1
SEE ANCHOR :SCHEDULE ON I I A& 1--'91.
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P50
ANCHORAGE SPACING—] \ BASED ON SPACING IN INCHES ON CENTER
162* 1 132 1 108 84 60 DATE!04107/2015
I S I' F I rl I F I Fl I Ir 1 P71 E El E El SCALE NA
4 40 31 62 38 87 46 1267 04
SECTIONS 2 40 6 62 44 93 112 Uo P029
2 DESIGN BY:PPMF
B&C 8 -4-0 40 62 62 93 77 124 99 11601138
6
401 40 62 62 93 68 124 11311601158
4 401 40-1 rP 62 9�3 84 IN 1081 60-151 SHEET DRAWING#;
4 Of 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL SECTIONS D,E*GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW DN TABLE BELOW 1341 5W 5.MACE00 BLVD
PORT St.LUCIE
a
(Ell) FLORIDA 34983
) EDGE s (ED) EDGE Tel.:(772)201-9919
< DISTANCE , DISTANCE
,M Pax:(772)673.0588
E0. ED. 6A WWW.JU5T5tiUTTEPJT.COM
V/LEG
TRIMMED
2,2A N
N10X3/4' TEKS 6A
V/LEG PRODUCT:
_ AT 12' oc TRIMMED
5ECTION D SUPERNOVA
= nam 1 INSET MOUNT W/ (ED) EDGE 2 EXTRUDED ALUMINUM
TRACK 2 OR 2A
w HEADER OR SILL DISTANCE ACCORDION SHUTTER
w La z ca 'LARGE T•SMALL
a a s SECTION E w _ IMPACTED RATED
m w 1/1 B A.G.INSET MOUNTf c= AL
I HEADER OR SILL w w 1/4-14X 3/4' TEKS
-I + ,.,a-...•r,, c,� SPACED AT 12'OC
ENGINEERING:
a l ¢¢ SECTION GN ENGCO INC. CAbi 16
g a
H p'jq�+ ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED
m AS PER SECTION E - ENGc LOOM
ON TABLE BELOu.. _.. I--- -. .. ...•.. QAO1HEADER/51LL DTel.:(954)585.0304
- .. O
=
3
a ,3AJJ 1/4-14X1' GRS SDS OR ,'''��puuurrrrayr
I/4-20X1/2' HHMS W/NUT.
_ SPACED AT I2'00 �_� E S' Fiip
�D
w `°° 11 No." 2609
W
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON JUL 8 2015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PFE55URE (P5F) BASED ON 5PACING IN INCHES ON CENTER EngmeerSeA
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 Pedro De Piguemedo-PE 52609
A B C D B A C D A B C D A B C D A B C D s E E E E
16 22 27 - 27 11 --' 20 34 4 20 24 43 52 25 31 0 72 36 43 16 28 34 41 53 74 MIAMI DADEAPPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 46 57 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 60 40 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 PRUDUCinRL'VISED
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124168 82 160 160 95 115 6 40 62 93 124 160 Mu complying wflh lho FTorido
4 40 40 41 40 62 62 62 62 93 1 93 179 93 1 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BVildingCodo
AcccplarMw No 5-05 .03
11 -- 22 -- -- 2 26 -- -- 27 32 2 -- 5 41 26 24 49 58 36 34 11 22 7 33 43 60 Expire t m Da,e o 9
9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 5 73 11
SECTIONE 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 33 68 BO 49 4 S 30 37 46 S9 82p u ct Control
6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 4 44 91 106 65 62 6 40 50 -Ti- 78 109
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 96 93 4 40 52 64 B2 115
12 -- -- -- -- -- 22 --, -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 5 49 DATE:04/07/2015
9 20 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 SCALE:NA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 5] 33 30 61 72 46 42 6 27 34 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 '56 6 37 45 55 71 99
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
5HEET DRAWING S:
5 OF 13 15-146
TYPICAL SECTIONS G, f AND I MMUFACTURM-
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
1341 SW 5.MACEDO,BLVD
FORT ST.LUCIE
cor I/In q z SECTION I FLORIDA 34983
w RECESSED MOUNT Tel.:(772)201-9919
w SILL ONLY Fax:(772)673-0588
#IOX3/4' TEKS m
WWW.JU5T5mUTrMT.COM
w AT 12' oc
SECTION G c
L PRODUCT:
USTABLI: ANCHORS TYPE
SILL ONElc
EDGE CLEARANCE(EC) SPACED AT 48'
ONLY INTO GONCREFf®4'(3000 M CONCRETE) "-'- ,SUPERNOVA
E EXTRUDED ALUMINUM
INTO WOOD-2 1/2'(WDOD SG;0.55) APPLICABLE FOR ALL LOAD
INTO MLTAL-21 _.1E0 EDGE—
EARANCE CONDITIONS FROM TABLE I ACCORDION 5HUMR
LARZE ilm SMALL
IMPACTED RATED
F. :2 (ED) EDGE
STANDARD LOCATIONDISTANCE
ANCHORS SPACED 2j— ALTERNATE LOCATION
A
AS PER SECTION G ALTERNATE
SPACED S PER SECTION GI ENGINEERING:
ON TABLE BELOW (ED) w
r EDGE ON TABLE BELOW
—DISTM ENGCO INC. cnacic
1/113 5595 ORANGE DR,201
I -f K — DAVII!, rL. 33314
ALTERNATE(ED) Tel..(954)585-0304
ENGCC)@AOL.COM
EDGE DISTANCE
E
e0s.w SILL ONLY
Ink
va 0
w ANCHORS DESIGNED
Z)
AS PER SECTION F_1Ku 4L
ON TABLE BELOW NO,. 2509
4
STA OF
0 A
0 AL
(ED> EDGE
MAX. BLADE SPAN IN INCHES DISTANCE w JUL 30 2015
SEE ANCHOR SCHEDULE ON Engmeer5cal
SHEET 11 FOR ANCHOR TYPE Pedro Do Figuareda-FE 52609
MAXIMUM ANCHORAGE PPE55URE (PSF) BASED ON SPACING IN INCHES. ON CENTER
ANCHORAGE SPACING 162 132 arw — - 84 60 — 16211321108 94 60 MIAMI DADE APPROVAL-
A B C D A 1,11 IC In law D c D D S E E
16 -- -- -- -- -- I El 25 D 8 13p, IS:
23 27 1-- I- -1 — 27 it, 8 45 7 R6 16 __j3 46 PRODUCTREVISED
12 __ 22 1!8 33 20 20 36 43 25 25 SI 60 35 35 12 23 28 34 _44 _12 410 lying uith 4b.nwilds)
f 54 53 a 66 92 8--todmill,code
SECTION G 8 28 33 20 20 35 141 124 124 1 42 0 9-- 75 1§6g4 1332 Z6 191) 153 —
16 1 381 40 126 eb 1 46 1250" 102112071 70 6 88 1 F2 3. EvIration
14 1 1 11) 1:39 1 — j A Dat
40 4U 3 1 62 162 148 AS 9-4 59 .9c 5 1531 1601106 105 4 93 130 U2417-Z 19
r1 28 34 1 21 35 42 __ 2 4142r 1 23 131 1 55 66 29 40 76 93 41 55 1b 3S 43 3 8 95 By W.",
1"2 38 40 20 56 25 134 1 57 69 30 4 IW73 88 39 53 L_ 40 5 70 0 127 m1mini lawowuct control
10
40 30 62 37 5B 79 1531160181 1111 a
G1 OR!F IT 9 150 1 85 93 45 62 109 124 40 62 93 41160 1
40 62 93 610 124 12, 6 62 93 L24 I"
40 40 40 62 6 124 124 116 IPA -jr-misolicn DATE:04/07/2015
SCALE:NA
DESIGN BY:FPMF
SHEET DRAWING#;
6 OF 13 15-14G
MANUFACTURER:
-ICAL-HORIZONTA JUST SHUTTER ITING
,��11 AN A 'D C1�P-Nf-P-,:%CT11Om5 31
OPTIONAL 1341 5W 5.MACEDO BLVD
SEALANT
PORT ST.LUCIE
MIR (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL I 5ECTION-J-1) TYPE A, B, C OR D Tel.:(772)201-9919
IS NOT NECESSARY
--JAMB CLO5URe 4' FROMS ENDS SECTION J I Fax:(772)673-0588
—WALL-MOUNT` AND ONE AT MIDDLEAM"CLO5 RE Www.jU5T5tiUTTERjT-COm
IU
IJIN51r MOUNT
Z.
Kv <Xa) #IOXI SDS IA) PRODUCT:,
9 9A TOP AND BOTTOM
—TRACKS
IA 5UPERNOVA
rEXTRUDED ALUMINUM
I ACCORDION 5hUITER
LARGE t 5MALL
II >
IMPACTED RATED
tNGtNttRING:
TOP & BOTTOM TRACKS ENGCO INC.
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)505-0304
ENrCO@AOL.COM
IB
ANCHORS TYPE
A, B,
C ORD NO<52609 '
SPACED AT 24'OC
(ED)
ID
EDGE I
EDGE STA OP
DISTANCE
0 v
FON�j2-1
7- S�;hjL —JAMBCLOWRE---j • 10NAL
5UfLT-OUT MOUNT
21 DR I I JUL 3 0 2015
410X3/4' SS SMS OR Engineer 511
lA SPA5 1
1
3/16' OP RIVETFtswcd--1� w
CEDPAT 24'GCS SECTION J3 Pedro De
CORNER CLOSURE
oc MIAMI ME APPROVAL:
1 MODUCT'REVIScr)
0 ommlying will,aw rimidu
sulming Codo
lon Dal.
4m A-
cl
DAT e;04107/2015
SCALE:NA
7 OR 7A Df5fGN BY.PrMf
IB Us.BUTT,
B" ��
7! C,
IB (19) PUSH DUTTON I=
LOCATED UN ACCORDION
INTERIOR OR EXTERIOR SIDE'
5MEET DRAWING#z
7 OF 13 15-146
BA fNGC0@AOLC0M
-
MANUFACTURER:
TYP-1GAL H0K1ZONTA'I JUST SHUTTER IT me
U�MATELOCKSECFION-
(„�•-J" LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT 5T.LUCIE
TD SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G7"588
-av 7A WWW.JU5TSHUTTERtT.COM
(U
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCKZ n1 SECTION M PRODUCT:
IN51DE OR OUT5IDE A5 REQUIRED. ❑ LACK-Bleb.SECTION
¢a= QOSEFosmoN 7A SUPERNOVA
4 EXTRUDED ALUMINUM
a w ACCORDION SHUTTER
y a LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. cAatic
5595 ORANGE DR 201
c u 7 OR 7A DAVIE. FL. 33314
I Tel.:(95)585-0304
_ ._. _ ... -. _ .. ENGCO AOLCOM
1H 1/4-20X3/4'THUHB SCREW
LOCATED ON ACCORDION
INTERIOR DR EXTERIDR SIDE ,.t.puTniiii��
DRILL AND TAP.OPPOSITE 1/4X1 1/2 PULL PIN ot,`. pE F�
6 ! 3$ BLADE TO RECEIVE SCREM INSIDE DR OUTSIDE to 61 ,M C,EN F' '.
sew..
(19) PUSH BUTTOM LOCK' R,{ 1 C
LOCATED ON ACCORDION, NO,5526099
INTERIOR OR EXTERIOR SIDE '
ALTERNATE SECTION M I '� STA F fV
LOCK BLADE WITH fV
�-'SECTIPOSMON A7i"' STARTER BLADE SECTION
.. LOCK BLADE 5ECTION. •, s ONAL• ?C/''!`����
1"OPEN OR
ANCHORSTYPE
ORPD JUL 8 0 2015
7 OR 7A SPACED AT 24.00
Engineer Seal
Pedro De Figuevedo-PE 52609
7 OR 7A IA OILTUIENI�
MIAMI DADE APPROVAL.,
N PRODUCE ITEV ISLT)
m complying with the Florida
�compt cc 513 03
Acaplatm No 12
vaao 7 OR 7A on Uata o 0l4
I B�
Dade on 0
IH PUSH BUTTUH LOCK 7 OR 7A
LOCATED ON ACWRDION
INTERIOR OR EXTERIOR SIDE
DATE:0410712015
SCALE:NA
DE51GN BY:PPMF
) 1
1H 1� IB
SHEET DRAWING Al
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5
STD LOCK 5ECTION5 N JUST SHUTTER IT ING
1341 SW S.MACEDO BLVD
FORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fix:(772)G73-0588
NOTE:5HUrTER CAN BE LOCKED FROM WWW,JU5TSMUTrMM.COM
D 9M
IN51DE OR OUT571DE BY PLACING LOCK
IN51DE OR OUTSIDE AS REQUIRED. t SECTION N
z ru LOCK BLADE 55CTION
2w CLOSE POSITION
in F PRODUCT:
a SUPERNOVA
toy DIM=ALUMINUM
ACCORDION 511UMR
LARGE 4 SMALL
IMPACTED RATED
rrao ENGINEERING:
FNGCO INC. CABI IG
R i B 5595 ORANGE DR.201
22A— DAVIE, Ft. 33314
Tel.:(954)585-0304
ENGCO@AOL.COM-
68 2
2
228
';$ D F 71
.". . ........ %
84P
"C7140. 2609
ANCHORS TYPE
A, B, C OR
SPACED AT 2410C
ALTERNATE SECTION N I
N N�
5E2ON LOCK BLADE VATH
!20, ON
5'7 0.
LOCK ILA%11!�S BLADE SECTION
." '7
Eo ON STARTfF IA) DIBEDUIT
L 3 0 2015
-2. 15 C"'flea'stal
Pedro De riqmredo-Ff 52905
MIAMI DADE APPROVAL:
m8c-0wp4v%whhdwFIMda
DwIdbv co&
A c v e p I a.p io�055�a�53
22A 22 vh-4- �'�A.-
3' 1 -- D LEXIXWI
22A—/ I R—/ 22B DATE:04/0712015
22 SCALE:NA
DESIGN BY:PPMf
1B 10
SHEET DRAWING#:
L IOOF 13 15-146
MANUFACTURER:
BILL OF MATFRJAL5 JUST SHUTTER IT INC
13
ITEM DESCRIPTION 1341 SIM 5.MACEDO BLVD
14, 13A MATERIAL MANU LTURFR FORT 5T LUCIE
I BLADE 9�63-TG ALUMINUM NA-5,A.
'16 D. IA STARTER BLADE rOG3-TG ALUMINUM N.A.5.A.
FLORIDA 34 983
CPT ]� - — Tel.:(772)201-9919
10 COMP051TE BLADE N.A.S.A.
IC FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5 Fax:(772)673-0588
20 CEIUNGTPACK A WWW.JU5T511UTfERIT.COM
16 60G3-T6 N.A.5.A.
I 112'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
14 3A 2'WALL MOUNT TRA 60G3-TG ALUMINUM N.A.S.A.
-4 'R TRACK 6063-Yr,ALUMINUM N.A.5.A.
5 REC155ED TRACK G%3-TG ALLIMMUM N'A.S.A. PRODUCT.,
6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A.5.A.
GA ADJUSTABLE MALE TRAr
r 6063-TG ALUMINUM N.A.5.A.
yrrCil
HEADER 1 -1 7 UNIMATE LOCr BLADE WID LF 60G3-T6 ALUMINUM N.A.S.A. SUPERNOVA
0 1 7A UNIMATE LOCK BLADE W L? 6063-TG ALUMINUM N.A.S.A. OURUDED ALUMINUM
ACCORDION SHUTTER
-8 HD FEMALE LOCK BLADE GOGS-TG ALUMINUM N.A.5.A.
13-#10X3'H" -6A ho LOCK BLADE 60G3 T6 ALUMINUM N.A.S.A. LARGE 4 SMALL
88
HD ADAPTOR FILLER GOGS-TG ALUMINUM N.A.S.A. IMPACTED RATED SCREW 9MAMS cL0
5uRe 6063-TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 21 JAMB CL05URE 60G346 ALUMINUM N.A.S.A.
IQ -T/4-?X—ANGLE 6063-T6 ALUMINUM=,MNYUM� --R:A.6,-A-.
NUM
11 1/8-2X ANGLE COG3-TG ALUMINUM N.A.S.A. ENGINECRING:
19 -T2— WHEEL CORRIER FIXED 5TEEU NYLON N�A.5.A. ENGCO INC.
SILL 13 #IM'HH BLADE SCREW 410 STAINLESS STEEL N.A.S.A.
o 13A #I tl UXZ" BLADE SCREW 410 STAINLESS STEEL N.A.S.A- 5595 ORANGE DR.201
0.44DIAIM.FLATWASHrR STAINLE55 STEEL N.A.5.A. DAVIE, FL. 33314
15 0.46.0 x 0.93*BUSHING NYLON . ......N.A.S.A Tel.:(954)585-0304
16 Ot4G" 0LITTOM.65'WHEEL BUSHING NYLON FNGCO@AOLCOM
14 1 F N.A.5.A.
,
19
14
1 20W"EEL SPACER NYLON N.A.5.A.
15 1 16 . I--I --- . E
tp WIN 21. I1IQ-Ix2,IX2.5.IYA.i.5Y21ANGLE5 GQG3-TS ALUMINUM N.A.5.A. o' -
Q 14 22- - I -F/
STD FEMALE LOCK BLADE G063-TG ALUMINUM E:....,,,,,
13 1.3 's
13A.#I OX2'Hh 22A, LOCK BLADE 60G3-TG ALUMINUM N
IT. 6063 T6 ALUMINUM
BLADE SCREW KEEPER-
410 STAINLESS STEEL
NO,52609
0.500 (14 0 -STATE OF
,01 4PO m 390
0,zo
. 1 -0 W
Q 390- O. 0.03
C5
�tl '/OAIAL
'5 Lu cs C3 woo
310 T- -F�4 JUL 3 0 2015
.2 14-0.03'X0.44-0
Enneer Seal
ci C3 STAINLESS STEEL 9'
PLAT WASHER Pedro De rWa redo-PE 52609
fG-.4G'0X.G5* 15-.46*OX93'
0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.D. MIAMI DAVE APPROVAL:
20-Im*OX0.301 f--A--41 1/4'ITWTAPOON INTO 3000 P51 CONCRETE 1.75 Wok MODucrRawsm
NYLON WHEEL 114'ELCO ULTRACC)
SPACER CRm 1.75 2.5 as complyina with the Florida
IM fjW TAPOON IN' 1 2 -*-- aw1diAgcbde
14'VLC_Q ULTRACON INTO CONCRETE BLOCK 1,25 2.5
B 114-20XI ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0 ion
0' 5
51 114-20X I ALL POINTS SOLID!AEr INTO CONCRETE BLOCK t 310
WOOD L&Q j�CPtW INTO G=. WOO 1.50 110 I)wv 'tc."Bo
12-WHEEL CARRIER p 00113 �t control
STAMPED 55 WITH FD I/4'-14 SELF DRILLING 5rRE*5 INTO I&5TEIL OR ALUMINUM I - 1 0.75
0
NYLON WHEELS F 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE! -0
E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04/07/2015
NOTM ED;CPGC 019TANCe SKAIL Be OMUD WAIL
LL VIRZ551PIG SCALE.NA
10 SML Be BEYOND WALL DKeSSING DESIGN BY:PPMP
1/4"CA100N.1/4'CgrM-FLZX#14VJOWSCRCWSCkloCU5rDtt4RDt,,aof fAVLAG5CRVAS
5tiEET DRAWING#;
I I OF 13 15-I46
MANUFACTURER:
SECTION x JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 ST.S,MACEDO BLVD
LICIF
BETWEEN WOOD TRUSSES PORT 5T.
FLORIDALO3498498
3
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JU5TSHUTTMT.COM
0.63 0.62
1.25--I•-1.25+1.25
I 1 � PRODUCT:
N
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCUNS -T SUPERNOVA
WITH 2' MINIMUM 1/4°X5'6063 TG ALUMINUM PLATE
NUM
PENETRATION INTO WOOD ACCORDION ED
TTE
ACCORDION SHUTTER
LARGE 4 SMALL
�-5,00---1 IMPACTED RATED
_ 1/4'X5' OR I/B-X5' 6063-T607— ENGINEERNG:
2,2A ALUMINUM PLATE SECURED 70 I ENGCO INC. GBI16
_ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE
U SEE TABLE BELOW FOR SHUTTER 6i5595
SPAN & PRESSURE I/4'X2'XS"6063-T6 ALUMINUM ANGLE DAVI.FL. 33314
Tel.:(954) 4
1/4'-14X 2- SELF DRILLING SCREWS
'w z SEE SHEET 5 MOUNT TYPED ENGCOQAOL-COM
LCOM
D as ANCHOR TYPE D FOR ANCHOR SPACING
E
5.00
i ¢# No., 2609 �o
!
NL� STA OF {/�4
c 1 I/8°X5.6063-T6 ALUMINUM PLATE % `F�0 R Olt,,
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRESSURES ••'ss/ONAI. '+�'�
FOR SECTION X WITH 1/4'ALUMINUM PLATE FOR 5ECIION X WITH I/8'ALUMINUM PLATE "•••,,....•'"�
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5.00
SPAN PRESSURE(PS SPAN PRE55URE(F'5P cu JUL 2U15
IN BLADE I BLADE I B IN BLADE 1 BLADE IB T -r Engineer Seal
60 ±159 ±159 60 ±99 ±99 1 Pedro De P:gve:redo-PE 52609
72 ±82 ±82 I/8
72 2:132 ±132 ALTERNATE TO PLATE Oo
84 ±113 ±1 13 84 ±71 ±7I X2'XS°6063-T6 ALUMINUM ANGLE
1 MIAMI DARE APPROVAL:
90 ±106 ±106 90 tGG ±66
108 ± 88 ± 88 108 ±55 ±55 `UDUCf R6V ffic
126 ± 68 ± G8 12G t47 t47 COt[Ip1CDd8 TLL1IhcFToddo
Buifdieg Ccnla
132 t 62 ± GI 132 ±45 ±45 Acceprencel\ol — 513.6;
144 +48,-52 +45,-47 144 ±41 ±41 Dal p/qo/�f
162 +30,-40 +28,-33 162 ±30 +28,-30 8y
' F1Wn DnQo duc Cuntro�
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZE5 DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
I
SHEET DRAWING#:
13 OP 13 15-146