HomeMy WebLinkAboutProduct Approval MIAM4iDADE MIAMI-DADE 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)3152599
NOTICE OF'AG,MY NCE OA) www.minmidade.eov/economy
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 D 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.Malar,P.E.,KS
NOANo 15-051303„,,_.
MIAMID®LINTY �/��,,,,��, ��/ ✓`� �, ,
_ (�/(��// � Eptratro>r Date 08/14IZ019
Approval Date:08/27)201`5"-��
0 8/Z 7/2o f S Page I
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0708.05
A. DRAWINGS
1. Drawing No.14-131,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through II 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 ander 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 CountyApproval 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
Figueiredo,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 ExtrudedAluminum 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
Expiration Date:08/14/1019
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. 15-196)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,2019 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
MANUPACTURER:
Eu n C7-
JUST SHUTTER IT INC
I V7AAn::: 1341 SW 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTR PORT ST.LUCIE
ednaziLARGE M1551LE IMPACT RE515TANT
FLORIDA
.: 201-9919
Pax:(772)673-0588
WWW.JUSTShUTTCR T.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND
ERECTED TO EASILY ENCL05E AN AREA.PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THI5 APPROVAL. ACCORDION SHUTTER
LARGE#SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED W ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
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: ENGINC.CO CA81IG
"JUST SHUTTER R INC-PORT 5T.LUCIE.FLORIDA TABLE OF CONTENTS: 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER DAVIE, FL. 33314
MIAMI-OADE COUNTY PRODUCT CONTROL APPROVED" _ ..._ .. ...-_. Tel.:(954)595-0304
SHEET -..... ._DESGi�PTiON• ._ --. ...— ._.. ..-... ENGCOt??oAOL.COM ...
4-LOADS:DESIGNED LOAD CALCULATED BASED CMI THE ASCE 7-10 AND PROVIDED BY A
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT,THE CALCULATED DESIGNED
I TABLE OF CONTENTS,GENERAL NOTES.U5ER INSTRUCTIONS seer puusteprir;'
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COtvlPONtN T TO BE 'r p �• �� ��'( �'.�
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. 1 A AND GLA55 �''P (4%
SEPARATION TABLE 2 `01`; % SF
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORAS NOTED. { NO.5 6O9 �p
3 TYPICAL 5ECTION5 A.B t.62.B3,B4 WITH ANCtiORAGE TABLE5 *
6-FASTENERS:A55EMDLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of q TYPICAL SECTIONS 8#G 141TH ANCHORAGE TABLES T1s STA
F
DRAWINGS.INSTALLATION AND LOADS AS PER THI5 APPROVAL. O`*,S rr r4 P
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E#GH WTH-I ANCHORAGE TABLES
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F.G#I WITH ANCHORAGE TABLES •,,'r,,ON�4p+` `,
7.t-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER I5 TO BE ATTACHED INSURING PROPER
ANCHORAGE. JUL $U 2015
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER 5ECTION5'J'
REQUIREMENTS,DESIGNED PRESSURES ETC. Engmaer Seal
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE#FEMALE 5ECTtONS'V FeEro De Ftgnarecto-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OP THE ANCHORS 9 LOCK UNIMATC SECTIONS%r 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' PRODUCL'REWSBD
Us complying rvirh the Florida
1 t BILL OF MATERIALS,ANCHOR SCHEDULE#BLBanding 03doADE ASSEMBLY. Awplonco No ..06 3.03
Ii a
USER INSTRUCTIONS: I2 COMPONENTS Dy
Ion Date !g
I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAflS M D ucc Canlro{
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A.
DATE:04/07/2015
3-VERIFY G'LA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE:NA
DESIGN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4.5#G.5ECTION5 ARE INTERCHANGEABLE.
5HEET DRAWING b: j
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF !3 15-146 INC
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER.
JUST SHUTTER IT INC
TABLE I A wwrtRiOur-ExraRrR,_ Q 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE NI BLADE • MAXIMUM ALLOWABLE HI 481 B BLADES PORT ST.LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 100, FLORIDA 34953
Tel,:(772)201-9919
BLADE SPAN PRESSURE(PsF) BLADE SPAN PRE55URE(PSF)OS rax;(772)G73-0558
c5q ,AL _EZL
INCHES Fr NEG INCHES _PO5 NFG i I_/ ALt: U Www.ju5T5huTTERJT.COM
-go— IGOI Co GO I60 160 I
GG 158 158 GG 158 158 qINTERJOWU
72 744 144 72 144 144 1
78 133 133 78 133 1.33 1 PRODUCT:
54 724 124 84 124 124 1 INTERIOR I EXTERIOR 68
90 -i 16 --TT—C 90 1 1 G 116 I SUPERNOVA
96 lob i 0 I -9,6— 108 108 1 COMBINATION EXTRUDED ALUMINUM
104 loo 100 104 100 100 100, ALUMINUM I LEXAN BLADES ACCORDION SHUTTER
51AVC5 CAN BE ARRANGED IN MIT
108 93 93 108 93 93 COMOMATIONSASROGWIMI) LARGE 4 SMALL
114 53 83 T14 -3-3- 831B lH IMPACTED RATED
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 -1-2-6 Ga 68
132 62 62 132 61 G I ENGINEERING:
138 57 57 1 853 53
150
1 64w--1,4 b 5 2�__ 1 144 1 45 1 47 INTNIJO?/"MOP ENG'CO INC. CABLtG
I G.2 141 1 48 -1 1 150 38 1 42 5595 ORANGE DR.201
1 30 1 40 I62 28 33 DAVIC, FL. 3 3314
Tel.:(954)585-0304
NOTES; --me A=LEXAN BLADES ENGCO@AOL.COM
1-ACC0610!1,SHUTTER MADE SPAN ONCHM)FOR ALL CONDITIONS A,
I B
2- mwt imuD LOAD(rsp) LH
3-Ulm INTWOUNTIOU 15 ACCEPTABLE rOR DESIGN WIND LOA65 AIM BLADE SPAN 0ETWW1
TADUkATEDVA&S. INTERIOR EXTERIOR zdzlz DE F/e
4-U5r TABLE)A WHEN ONE OR MORE TYPE I D MADE 5 USED
5-BLADE REVINSTALLATION*ALLOWED FCKALL MOUNTED C010MONS ......
0
TABLE 2 No. 2609 '
MINIMUM SHUTTER SEPARATION FROM GLAZING
.,;�P�L-EIDVATION STAT' F
,
TOP TRACK GLAZING SEPARATION (INCHES) OR VD
BLADE rrFt! BLADE SPAN • /ONAL
Iz; <=60* I <.�104' <-1 G2' 1 #-#
ALUMINUM 2. 2 3/4' 3.125' JUL 3 0 2015
< cuz: All EVATION5 c"emear Seal
Pedro US Fleuctredo-PE 52609
C3 TEXAN 3' 3
I- " -i - , M. N I <-SO ELEVATION i MIAMI DADE APPROVAL:
Y W
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LVAN 2 IIV 3' 3.
ss compt)ing with Me Florida
730'ELEVATION Building Cede
A-A&w i4aLV-sV—I Y.e>3
til NOTES:
Ion
I-5EPARAM04 FROM G=110AREAS SHALL 01 MeA5URW FROM
GLAYNG 5URFACZ TO THE INNER MOST BLADE OK LOCK SURFACE.
Liu,
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3-WITV;SHUTTER 15 ASSEMBLED WITH BM TVrM Of MADEST111!
LARGEST GLASS SEPARATION S"AILAPPLY,
DATE:04/07120 15
BOTTOM TRACK SCALE:NA
jC.D,E,F,G,I,GH DESIGN BY.PFMF
SHUTTER WIDTH (SW)
NO LIMITATION
5HEET DRAWING
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A,131,132,133,154
AND ANCHOR 5CHEDULE -f JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS N/NUT ¢a AT 12' OC 1341 SW 5.MACEDO BLVD
BUILT- TON ANGLE SPACED AT !2'OC oJn t^ PORT 5T.LUCIE
HEADER OR 5ILL tG FLORIDA 34983
OPTIONAL
2,2A 11 -9919
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ADDU ABLE TRACK 5ECFION E34Tel.:(772)20-05W
Fax:(772)67
1 ON REVERSE ANGLE WUM'•JUSTSHUTTERIT.COM
m —EMBED.--
EMBED, W SILL ONLY
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T� 10 W a- ON TABLE BELOW SUPERNOVA
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51LLONLY -I ENGCO INC. CAbtl6
c m ¢ 1/1 B 5595 ORANGE DR.201
ANCHORS DESIGNED vai SECTION B3 DAVIE, FL. 33314
AS PER SECTION H1 w #10X3/4' TEKS Tel.:(954)585-0304 -
- ADJUSTABLE ON -•
4 - --... ---- l l-- ^F ON-TABLE-BELOW :.-r-...: .2.... .. .. - AT"12' OC -. .... . . STD ANGLE - - ENGCOQAOLCOM '
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y 7 No. 2609
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W L- OPTIDNAL W SPACED AT 5'DC JUL 3 0 2015
F a
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y _ i; 'MAX. BLADE SPAN IN INCHES Pedro DeFgue edo�PC52609
4 11 MEED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PTF)
SHEET 11 FOR ANCHOR TYPE MfAMI DADE APPROVAL:
~ BASED ON SPACING IN INCHES ON CENTER
tis- ON-B2— ANCHORAGE SPACING 162 132 108 84 60 PAODUCTRBVISED
1/4-14X1' GR5 SDS OR is •A^TRACK'ON s E EI E EI E E1 EI E E1 mcomplying with the FWtdda
1/4-20X1/2' HRMS W/NUT { BuildingCode- 14 40 31 62 38 93 46 124 60 160 84
SPACED AT 12'OC SECTIONS AoaptonmNal - S/3.o3
SRL ONLY 12 40 36 62 44 93 54 160 70 160 98 Exp tion Data o ��q
A,B1,B2 8 40 40 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 9311241124 160 160 DY
4 40 40 62 62 93 93 124 124 160 160 lNlmn Dad ue Comm
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) 5A5ED ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 1 ` 1132• 108 84 1 60 SCALE:NA
A Al H IBI IC ID 'j IC ID I A IAI III IBI IC ID A Al B B1 C D. A AI B BI C D DESIGN BY.PPMF
�SEGT(ONS =14='-40 -- 40 40 40 40 X62' -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 1 0 40 1 0 108 160 107
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 69 160 47 160 126 160 125
A,B1,,812 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
83,84 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 q:
4 40 40 40 40 40 40 62 62 62 62 62 62 92 79 93 93 93 93 124 ]O1 124 124 124 124 160 142 160 160 160 160 1 3 OF 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 1),E 4 GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR 5CHEDULF- AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1.341 SW 5.MACEDO BLVD
FORT ST.LUCIE
tEDY EDGE (ED) EDGE FLORIDA 34983
DISTANCE
Li DISTANCE Tel.:(772)201-9919
ED. EM-1 fax;(772)G73-0568
6A WwwJU5T5HUTTERJT,COm
W/LEG
2,2A TRIMMED
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AT 12' oc V/LOS PRODUCT:
5E(_710N D
/^TRIHNED
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to DISTANCE EXTRUDED ALUMINUM
uil HEADER OR 51LL
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my 1/18 SECTIONS i LARGE 4 5MALL
IMPACTED RATED
mm
Em
DGE
DISTANCE
`- HEADER OR SILL w 7
1/4-14X 3/4' TEKS
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uj ENGINEERING:
D FNGC0 INC. ,:
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ADJU5TADLE MOUNT 5595 ORANGE DR.201
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m AS PER SECTION E Tel,(954)555-0304
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1
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRESSURE (PSP) BASED ON SPACING IN INCHF5 ON CENTER, fnqme'scal
162 1 132 108 84 1 60 162 1321108 84 60 Pedro De F"30cfddo-PC 52609
A D C ID I A IR IC D A B C D A B C ID I A B C D s E E E EE
161 22 1 27 1 33 1
20 34 40 20 24 43 52 25 131 1 60 72 36 43 16 28 3d 41 53 74 MIAMI DADE APPROVAL:
121 30 1 36 1 21 37 44 122 126 45 54 26 32 58 9 34 141 1 81 197 48 157 12 37 45, 5 1 99
4 39 69
SECTION D 8 67 so 4 4g. J6 103 51 14ET a —40 83 106 149
15E _ I� I I i I I ft. 40 62 93 124 160 PRODUCT REVISED
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6 4 423 90 93 53 64 115 124 68 6
3 3 , , _W ji - "o
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22 - 22 26 -- 27 32
35 41 26 24 49 58 36 34 11 22 ,r?7 33 43 60 Fsplrpa iDn Dnte o lq
9 22 26 -
7 153;2 1 q 1 1 31 30 60 71 44 1 9 2 33 41 52 73
1 1 2 — 6 Q 1 9
SECTION E a 25 200 21 34 39 43 51 38 44 2 " 3� 33 8 80 49 47 8 30 4 5 829 57 Dy
6 _24 39 148 130 128 50 59 36 135 1 65 76 4 1 106 65 62 1 G 4 i1 501 61 78 1109 1
4 40 40 36 35 _62 162 145 42 76 89 S5 S2 97 11470 67 13616-5 978 93 4 401 521 64 82 1115 1
12 -- -- -- -- 22 1-- 1-- 1 23 27 -- __ 29 34 22 2 8 30 12 __ 2 27 3 49
_E0 24 - L5 0 1 36 23 21 39 146 29 27 5 64 41 37 11-L 24 .301 37 47 66 DATE.-04/07/2015
W3 -'ff7 - j 1 40 25 1 2a 44 42 8 7 34 1 41 53 74
28
SECTION GH -6— 595 15 SCALE:14A
-9--50 DESIGN BY:FPMF
2Y 1 37 44 as 125 59 11 56 6 37 -124—N
i 88 1103165 60 1 12 u
4 40 40 34 dl 56 62 42 38 68 511 24� 31144 191 4 38 47 57 74 103
SHEET DRAWING#:
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TYPICAL SECTIONS G, f AND I MANUrACTURM-
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mz FLORIDA 34983
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5ECTION G PRODUCT:
ADJUSTABLE MOUNT ANCHORS TYPE
SILL ONLY EDGE CLEARANCE(EQ A, B, C OR D SUPERNOVA
11,11`0 CONCRFTE_4'(3000 PSI CONCRW= SPACED AT 48'13C
INTO WOOD=2 1/2'(�MO)D SG:O.55) _(E0 EDGE APPLICABLE FOR ALL LOAD DMDED ALUMINUM
INTO MFrAL-.2'(c4cxTrAiumLRA5imA3csmwCLE C
ANCE CONDITIONS FROM TABLE I ACORDION 5HUTtrK
LARGE!4 SMALL
IMPACTED RATED
ti <£D) EDGE
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ANCHORS SPACED
AS PER SECTION G dANCHORS SPACED ENGINEERING;
ON TABLE BELOW (ED) AS PER SECTION GI
ON TABLE BELOW
EtGE ENGCO INC. caarrc
DISTAKE 5595 ORANGE!DR,20 1
z DAV FL, 333 14
ALTERNATE: (ED) -0304
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SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55U RE (P5F) BASED ON SPACING I IN INCtlF5 ON CENTER Pedro Vc hjuemdo-Pe 52GO9
ANCHORAGE SPACING 162 `Y32" " 108 'Rt84f 60 162 132 1081 841 60 MIAMI DADE APPROVAL,
A B C D WAN R C D A 1B C D *A* B D A
16 -- -- -- -- B IC ID
20 7 3216 E21_ E274-hA 4E_6 PRODUC17REVISED
6
i6 E: 56 43 25 i5 51 60 135 [35 1-2 —23 2-8 34 44 62 Is omplying with III.Florida
12 __ 22 23 27 5 26
SECTION G 8 28 33 20 20 35 41 54 4 38 Ts 76 20 11 34 42- Building Code
-2 0 — IE_ -3
W6 4315, 40 26 126 46 54 39 73 86 51 50 _10_2 0 WE R. 6 40 56 68 88 123 Aeoaptoncallo 05�1$/�.03
40 139 139 1 62 62 48 48 85 93 59 59 109 124 7' 2F5 — 16' 106 105 4 40 5-9 72 93 1301
t6l 28 34 115 121 135 42 -- PS 42 t9l I 21 3I 1"IMI Ira 100 IAn I ig ias-i 41 .... 16 351 43 531 691 195 1 01
TIONS TI 2� 39 1 40 7 E5�6 125 34 1 57 169 53 1 162 123154 j..74 1 12 40 59 70 1�9401 127 11B.14
B 401_40 20 6 6- ! 137 150 1 85 193 1531160 81 1111: 6 1 62 93 160
G1 0 155 11 !M:8 Bd 8 4
_!i- 40 1 40 14U 14U 1 62 jbd 149 j6d 1 93 193 160 1 124177 11061 6 40 1 62 93_124-
4 401 40 140 14U 1 62 162 16H 162 1 93 193 190 193 1 1241124 1116 1 --;f— 93 124 -0
_11241 160116011601261 DATE:04107/2015
5CALC:NA
DESIGN BY:PFMF
5HEET DRAWING III:
6 OF 13 15-146
MANUFACTURER--
r-TYP1CA[-Fi0PJZ0NTAL----, JUST SHUTTER ITINC
J'WB-AN&-60RNER-3ECf10N5-J
OPTIONAL 1341 5W 5.MACEDO 13LVO
SEALANT PORT ST.LUCIE
MIN, (3> ANCHORS FLORIDA 34983
5ECTIMJ-
ANCHORAGE TO WALL 11 TYPE B C-OR D Tel.:(772)201-99(9
--3V6-cL65URE Fax:(772)673-0588
is IS NOT NECESSARY 4 -5 1 N-
FRh ENDS�
AND ONE 0.1
WALL MOUNT AT MIDDLE JAMB CL05URE WwWJu5r5murrE?rr.ccm
INSET MOUNT
(X2) #IOXI SDS IA PRODUCT.,
9,9A TOP AND BOTTOM
IA '�TRACKS SUPERNOVA
EXTRUM ALUMINUM
ACCORDION 5HUTTfR
LARGE 4 SMALL
> p" IMPACTED RATED
ENGINeERING:
ITOP BOTTOM TRACKS ENGCO INC. cacltc
5595 ORANGE DR,201
DAVIE, ft. 33314
Tel.:(954)585-0304
ENGCO@AOL.COM
IB
. E F/
..........
ANCHORS TYPE EN
A
D,*C OR D 0
SPACED AT 24'OC
(ED)
DISTANCE
s OF
ISTAINCEi Ott
I J—E- Q.-I 40 11A
jm1z4';! -J CLOSURE ONAL
,
BUILT-OUT MOUNT .........no
21 OR I I JUL 8 0 206
RIOX3/4' SS SMS OR Engineer sea)
/-IA 3/16' POP RIVETS Pedro Da rupatredo-PE 52609
SPACED AT 24-OC SECTION J3
M6 PORNOOCCOSURE- MIAMI DARE APPROVAL-
PRODUCTREVISIED
w complying with the-orlda
B.JiWp Coda
AccalrtanceNO/0-057/3-07
104DMO
'04 O"em
DATE:0410712015
SCALE:NA
7OR 7A DE51GN BY.PrMF
1B IB (19) PUSH
S14 DO DUTTON LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
7 Of 13 15-146
MANUFACTURER:
TYPIC_ALHORIZONTAL----- a JUST SHUTTER IT INc
tN3(MATE LOCK OECTIONS M
-a+1'-==''"' `' rt��~• PINS APPLICABLE 1341 gW S.MACEDOBLVD
OPEN POSITION FORT ST.LUCIE
RE STACK
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
1%7A
7A WWW.JU575HUTTERIT.COM
[N(Yrr:5HLTTTER CAN BE LOCKED FROM
E OR OUTSIDE BY PLACING LOCK NE OR OUT510E AS REQUIRED. z �5ECTION A PRODUCT:
�- 1.UGK^91ADE SECTIO
ti a w - -"':Ct.O5EP05titON
4 SUPERNOVA
a w LXTRUDED ALUMINUM
N W ACCORDION SHUTTER
. LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
r 7 OR 7A' 7 OR 7A ENGC*� INIC. ltt
N 7 OR 7A 5595 ORANGE M 201
DAVIE. FL. 33314
1 _ _ Tel.:(954)585-0304
ilB 1/4-20X3/47ACCORDIaN
EW ENGCOQAOL.COM
LOCATED INTERIM OR EIDEI/4Xf 1/2 PULL P1N i3$ BLADE TOBRILL RECEIVEINSIDE OR OUTSIDE rr{Ar�rp
G
f OC PUSH BUTTON LOCK' .,��Q�1'C',.••�\Pi EAlBt',
.. , LOCATED ON ACCORAION, '�;T NO.rJZGO9 L
INTERIOR OR EXTERIOR SIDE r t O
ALTERNATE 5ECTION M I
{' 5EC-TION-M� LOCK MADE WITHi STA F
.. I .LOCK 13ME 5ECTION
STARTER BLADE SECTION
1...• OP€NP05RroN-.,> „�¢ ...,0 R 1,,.,,. �`�r.
/ONAL
r
ANCHORS TYPE •'+�rrrsrn++r
ABC OR D
7 OR 7A , ,
SPACED AT 24,13C JUL 295
Enymeer Seal
Pedro De Figeevedo-PE 52609
7 OR 7A IA �
MIAMI DADS APPROVAL:
N
PRODSfOTI{EVISG[3
tri s Camwl*g with the Plorida
BoildingCude
lr�wo 7 OR 7A AtapW.N. -�.o3
yon
Ualo a 0)9
IB PUSH BUTTON LOCK ;vlo Con o
LOCATED ON ACCORDION 7 OR 7A
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
1 1 DE51GN BY:PPMF
IB
5HEET DRAWING N:
9 OF 13 15-146
MANLIPACTUREP.
TYPICAL HORIZONTAL 5ECTION5
5TD LOCK 5ECTION5 N JUST SHUTTER IT iNc
1341 5W 5.MACFDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax,(772)673-0568
NOTE:5HUTTER.CAN Be LOCKED FROM www.JU515HUrrmT.COM
�
N5�Dlf OR OLIT501!BY PLACING LOCK SECTION 11
N5 DE OR OUTSIDE AS REQUIRED. t
mcu LOCK BLADE SECTION
CLOSE POSITION w rRODUCTI.
teaCIO
5UPERNOVA
EXTRUDED ALUMINUM
ACCORDION SLIM-1ER
LARGE 4 SMALL
IMPACTED RATED
C= ENGINEERING:
N ENGCO INC.
R 5595 ORANGE DR.201
DAVIE Ft. 33314
22A- Tel.:(954)585-0304
VNGCO@AO1XOM-
22B
D
w
No 2609
ANCHORS TYPE
A, B. C 0 Z.0%
SPACED AT 24'0C
ALTERNATE 5ECfION N I iI9 ,0 R
,9
SECTION N LOCK BLADE Mni
LOCK BLADE SECTION DL
STARTER BLADE SECTION "-�",IONA
OPEN POSITION 1A) ",#Ml*
JUL 3 0 2015
2.15 r"—cr Seal
F-dro De rigmnada-PE 52609
MIAMI DADE APPROVAL:
!2 PROWCriiSVISED
wm*iva
OW14LV with the FondaCode
A c 9 qtan w No�057.a�53.
22A 22
IB
22A-/ 228 DATE:04107/2015
22 SCALE NA
I —---
DESIGN BY.PPMr
ID is
SHEET DRAWING#!
LOOP 13 1'5-146
iCAL-63LA-QEA55FM�Lyj MANUFACTURER--
BILL Of MATERIALS JUST SHUTTER IT
13
ITEM DESCRIPTION MATERIAL MANUP,CTUPER 1341 5W 5.MACEDO BLVD
12 13A I BLADE r r ALUMINUM WA.':AW POKT ST.LUCIE
C2-1-3 RI
16 .19 -to STARTER BLADE 2.0-Tc,ALUMINUM N.A.5.A. FLORIDA 34953
llpll IQM 01 1 IS COMPOSITE BLADE _ 6065-TG/LfXAN N.A.5.A. Tel.:(772)201-9919
20 IC FLOATING STACK BLADE 6063 TG ALUMINUM N.A.5.A. Fax:(772)673-0588
16 F --f--Ef]-UNGTRACK 6063-T6 ALUMINUM WWW.JU5T5tiUrrERIT.COM
3 1.1 IIV WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A.
14 Ij 2'WALL MOUNT TRACK 6063-76 ALUMINUM N.A.5.A.
4 *A!TRACK 6063-T6 ALUMfNUM, N.A.5.A.
5 RLCC55ED TRACK 606 •T6 ALUMINUM N.0.5.A. PRODUCT.
G ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A.S.A.
GA ADJUSTABLE MALE TRACIr GOG3-T6 ALUMINUM N.A.5.A.
�
.
,
7 UNIMATE LOCK BLADE W/O LP 6Or3-TG ALUMINUM N.A.S.A
Ft-7iEEAZER --I I-- SUPERNOVA
0.14 7A UNIMATE LOCK BLADE W LP 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
B NO FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER
13-#1 OX3'HH CA HD MALE LOCK BLADE 6068-TG ALUMINUM N.A.S.A. LARGE 4 SMALL
MADE SCREW 815 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.S.A. IMPACTED RATED
9 I'JAMD CLOSURE 6063 TG ALUMINUM N.A,5,A-
4 10 STAINLESS STEEL 9A 2°JAMB CL05URE 609346 ALUMINUM N.A.S.A.
to 1/4-2)(ANGLE 6065-T6 ALUMINUM MASA.
II- 1/8-2X ANGLE 6063-TG kLUMINUM N.A.S.A. ENGINEERING:
.19 --12 WHEEL CARRIER PLATED 5TQffU NYLON W,-A75-.A ENGCO INC.
51L11 13 81 OX3'till BLADE SCREW 410 STAINLESS STEEL N.A.5.A.
-F3-A- #I OX2'HH BLADE SCREW 410 5T N.A.5,A. 5595 ORANGE DR.201
-14 0.44'DIAM.FLAT WASHER STAINLESS 51FXL N.A.S.A. DAVIE, FL. 33314
15 O.4G"0xO.93'BUSHING NYLON N.A.S.A. Tel,(954)585-0304
IG 0.46*0.0.65WHELL BUSHING NYLON N.A.5.A ENGCO@AOL.COM
o
14 19 PU9H-BUTTOM LOCK
iH 14 J-j .
20 /n 3/0 WVIEEL SPACER NYLON
jpj 1.5X3MGLE5 GOG3-TS ALUMINUM E
15 IdA 0.14 22� 1/19-IX2 -5,IY
13-/ 13A 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
13A-#I OX2'lih 22A, 5TD MALE LOCK BLADI! 6063-76 ALUMINUM N.A.S.A 2213 �,e
BLADE SCREW 5TD LOCK KEEPER GQG3-TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 52609 C
NO.
0.500 0.4
0.460 0.390 F
L�
0.39rm 1 0.44 0.03 -1 STATE\,.*..........I
O
C, -4-
05 C5
0.310 JUL 3 0 2015
2 fel.mer 5rwl
14-0.03'X 0.44'0
Ci C5 6 STAINLESS STEEL
'Em PLAT WASHER ANCHOR SCHEDULE Pedro De fsqvcve4a-PE 52609
IG-AGIOX.65, 15-.46'0X.93' MIAMI DADS APPROVAL
0.50NYLON WHEEL BUSHING NYLON BU5HING TYPE DESCRIPTION EMB E.D.
20.1/2'0X0.36• Wmz� j/4-rrwTAPCON INTO 30C)o P51 CONCRETE 1.75 meTO-"* PRQDUCrIR9V1SE0
NYLON WHEEL 1/4'ELCO ULTIRAGON INTO 2700 P51 CONCRETE 1.75 2.5 w complying with the Florida
SPACER �Af 1/4'ITWTAPCONI INTO CONCRETE BLOCK, Sulldirgeodo
1.25 111-3110
1/4'rLCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 AecIq
5 14-20X7 ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0
BI 1/4-20X I ALL POINTS 50LID-5FT INTO CONCRETE BLOCK 0.875 310
DLAG CREWINTOG-I'LlYnnn 1.50 1 J2
12-WHEEL CARRIER D �IZ-14 SELF DRILLING SCREWS INTO I 1W STEEL OF ALUMINUM
STAMPED 55 WITH0.75
o NYLON WHEELS 4 INTO 3000 P51 CONCRETE
4 INTO CONCRETE BLOCK(2000 P51) 1.25 1 3.0 DATE:04/07/2015
NOTES: ED:CME 015TANCe WALL BE DMIJD WALL PRESSING SCALE.NA
ID EMMMADEDMEM eftALL 132 f3fY011D WALL DRM51NG DESIGN BY:PPMP
0) IM'TAFCON,114*CRETE-PLEX.IM WOOD-1CR%5 CA14 BE U5ED 114 REPLACE Or Ito'IAG5CRr0G
C5
1.24 SHEET DRAWING#:
I I OF 13 15-14G
MANUFACTURER:
511UTTER COMPONENTS
3.92 JUST SHUTTER IT INC
4.56-
4.54 4.08 3.23 M46 134 1 5W 5.MACE00 BLVD
4,OB 1.24 1.99 0.61 2.65 PORT 5T.LUCIE
hn c g a 97 0 o FLORIDA 34983
0
e07u o d o 0 o Tel.:(772)201-9919
d Pax:(772)G73-0588
0 1P 1.23 3.21 L.48 'N, 0 4tAAW.JU5T5HUTTERIT.C.OM
O. 15-COMPOSITE t�2.04
-0.05`_AC If m1- j- G ALUMINUM/L19WJ BLADE 7A-UNIMATE W/LP
'kk���"�"' LEXAN POLYCARBONATE APPROVED
e 1.45 T 0 AS PER NOA 13-0717.01 7-UNIMATE W/O LP LOCKING BLADES 0.41
XLI02W K1NG•BIADFS- PRODUCT:
I A-STARTER BLADE
2.31SUPERNOVA
m0.51 n .o m m EXTRUDED ALUMINUM
4.61 �{----1.63� 1.77 51 1.56 d•n N 3 006 m " ACCORDION SHUTTER
4.08 by 0 LARGE 4 SMALL
@O. 0FT -m
IMPACTED RATED
In
0.86
T
hr'1 0 N� m o m o : 8B-ADAPTOR FILLER
USE WITH 8 AND 8A
O' 0 0.61 nl ^ " a ENGINEERING:
@ 1 C.0.05'FLOATING STACK BLADE 1.99-1- 1 0
2-INSET TRACK W/RG OPT10NAL d 3.00 ENGCO INC. cA 0116
01
HEADER/SILL MOUNT D.64 DAVI ORANGE 3 14
0.08 8A-MALE HO 0.08 0.60 DAVIE• ) 5-03 4
0.13 2.1-INSET TRACK W/O RG Tel.:(954)585-0304
ALTERNATE CALK LOCKING BLADE ENGCO AOL.COM
HEADER/ MOUNT B-FEMALE ND � -� �' � �
END RECEPTOR LOCKING BLADE
APPLICABLE TO T- 3.83 N rArr Urrrbgirr��,,,
TRACKS 3•21 0 ti ; M 5-RECESSED TRACK rrAr E
3A AM 3A 1 F/
'^ p n SILL MOUNT ONLY p� �„..• G ��'
_I aio a.60 -2.81 ���ci ,•"�� EHBF�. ,,,�'ppp�C�,
~ +Q� d ~d,� + A_-12'Bll11A+0Um'LTRP,CK�cpo•! ^ 0.06 � 0.77 06
;r`,V+•'�/o,[A.0
R216�09
2.83 0.86
2.41 0.79-- STA d 2.28
0.07-10. 1 �
913-HD JAMB toOPTIONAL N 'rG
d
a 6 rr\la`�g1
C3 0.86 m FADER/SILL MOUNT ,
1.0 -J� 3A.1-2°BO TRACK W/O 228-LOCK KEEPER INSERT Zr7�� JUL8 0 2015
OR 9-1°JAMB CL05URE
.58 0.61 N dOARD-(RG) 22-FEMALE 5TO 22A-MALE STD .�- o
0.07 LRG LOCKING BLADE LOCKING BLADE 8 rieuvrfnjmecSeal
J OPTIONAL o Pedro Be Phguaredo-PE 52609
8-I'//p.BUILT-OUT TRACK/
HEADER'/SILLMOUNT ---,_'""3'"70--,.-� MIAMI DADE APPROVAL:
0.125 0,25 '
i TRACK W10 _I 9A-2'JAti4B C- L05URE ! PRODUCTRIiVISED
FAN
N GUARD(RG) 2.43 2.07 D.09 '1 -""`✓ at complying with the Florida
0161
1'91 J0.0(_6__ Bhdldigg Code
T T
II- Acceplame No 5-0 13.03
Expi ion Dato 0 2p/9
Pm ZX ZX0.86 a`' m d ag fg 21-I/IG'THICK ANGLESn GOG345 ALUMINUM ALLOY
0.61 O' do not d SIDE CL05URE USE ONLY0.83o m7V
�2.6t 0.75 DATE:04/07/2015
0 0.070.07 3.36SCALE:NA
o �. DESIGN BY:PPMP
T GA-ADJUSTABLE MALE
0.95 I--1.13 1.29 G-ADJUSTABLE FEMALE HEADER/SILL MOUNT 2.0
3.37 HEADER/SILL MOUNT
-4-
-A' CK-
5HM7 .DRAWING N:
'SILL MOUNT OTJLY 1 I- 'THICK ANGLES' 10.1/4'THICK ANGLES 1' OR 1.5'� 12 OF 13 15-14G
6063-T6-ALUNdNUM'ALLOY GOG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 5,MACEOO BLVD
BETWEEN. WOOD TRU55E5 PORT ST.Wcie
FLORIDA 34983
Tel.:(772)201-9919
Fax.(772)G73-0588
WWff.JU5TSMUTTERJT,COM
0.63 0.62
,e-(4 PER RAFTER) t'n" PRODUCT:
X 2 1/4 PH TAPCONS -T 0WITH 2' MINIMUM 114'XS'GOG3.TG ALUMINUM PLATE SUPERNOVA
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER.
LARGE 4 SMALL
5.00 IMPACTED RATED
\--1/4'X5' OR I/B-X5' 6063-T6
2,2AALUMINUM PLATE SECURED TO ENGINEERING:
RAFTERS AT MAXIMUM 24' CC 0
ALTERNATE TO PLATE C2 FNGCO INC. CA51 14
mm SEE TABLE BELOW FOR SHUTTER
SPAN & PRESSURE 114'X2X5"GOG3-TG ALUMINUM ANGLE to
5595 ORANGE DR,201
1/4--14X 2- SELF DRILLING SCREWS DAVH!, FL. 3331-4
Tel.:(954)$85-0304
��Liz SEE SHEET 5'MOUNT TYPED tNGCOOAOL.COM
<a-
ANCHOR TYPED FOR ANCHOR SPACING
-i
3:
I/IB jef,
W.
5.00-126No
N
Ln
STA OF
o I/81X51 GOGS-TG ALUMINUM PLATE 0 R
ALLOWABLE DE51GNED PRESSURES ALLOWABLE DESIGNED PIRF55URE5
FOR SECTION X VATH 1/4ALUMINUM PLATE FORSECTIONXVATH 1/8AWMINUMPIATE
BLADE MAXIMUM DMGNED BLADE MAXIMUM DESIGNED —5.00
SPAN PPUE55U (FSF) SPAN PRE55U (P5F) V)
(IN) BLADE I BLADE 15 (IN) BLADE I I BLADE 16- (UL� JUL 8 0 2015
.t 159 GO -99 ±99
GO ±159 d I Engineer 5col
�'2— :t 132 t 132— j Pedro Va Ftq�reda-PE 52609
t52 ±82 ALTERNATE TO PLATE a
84 ±l 13 ±113 84 :t7l :L71 li8'X2'X5'6063-TG ALUMINUM ANGLE 0
90 1:1 OG tiol; 90 :tGG ±GG cu MIAMI DADE APPROVAL:
± 88 ± 88 108 ±55 :t55 MoDucraEvism
12G I G8 126 t47 ±47 "c0n*Yin81ViIhIhcFIot4do
132 t 62 G1 132 ±45 :t45
144 +48.-52 +45,-47 144 1 ±41 ±41 �aepteM
fG2 p?I
+30�-40 +28,-33 By �201 -�17"13-631
MIND.& ilo"Itcontro
NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZES
DATE,.04107/2015
SCALE-NA
DESIGN BY:PPMF
SHEET DRAWING#:
13 OF 13 15-14G