HomeMy WebLinkAboutProduct Approval RECEIVED JUN . 71017
MIAMI•DADE MIAMI DADE COUNTY
QWA� 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
(NOTICE OF ACCEPTANCE (NUA} .vww.m+nmidade.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 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 manufachirer'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.
NOA No.15-0513.03
MIAMI-DADECOUAIW �2/�� Ex irat Date 08/1440L3
8/I440L
... e^ ' ppro ar ------ - lois
Approval Date:08/Z7/Z015
08/Z 7 f 2of S Page 1
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 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
L See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Inc,is engineering wise identical to N.A.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, 201 S, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Malar,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.
I5-113)and complies with FBC, 2014 Edition.
H4Ky 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
MANUFACTURER.,•
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fo` !A i JUST SHUTTER ITINc
J �/ 1341 SW S.MACfDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER ORDA3a a3
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772)201
Pax:p72)673-0505 59
88
W W W.JUST5HUTTERFr.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05F AN AREA.PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED WRUDEO ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION ON 5 ARGO f SMALLALL
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2014 PLORIDA BUILDING CODE. INC.-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGCO ca e I t c
THE FOLLOWING: C
5595 ORANGE M 201
'JUST SHUTTER IT INC-PORT 5T.LUCIE,FLORIDA TABLE OF CONTENT5: DAV I E, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' _SHEET DESCRIPTION -• _ ENGCO®AOL.COM
'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED•BY-A prr�r�"'N••,y .
I TABLE OF CONTENTS,GENERAL NOTES,U=.INSTRUCTIONS
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED ,d` DE
EDP.E MUST NOT EXCEEDED THE ALLOWABLE PRESSURES FOR EACH SHUTTER C05a1PONENT TO BE
USED.
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1, 1 A AND GLASS d� r•�\G ,5FY•�� s
USED. SEPARATION TABLE 2
4
5-MATERIAL:ALL EXTRUDED ALUMINUM 9HAPE5 SHALL BE MADE OF 6063-T6 ORAS NOTED. NO.5 609 .
3 TYPICAL SECTIONS A.B 1.02,B3,B4 WITH ANCHORAGE TABLES * *7
G-FASTENERS:.A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OP
4' TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES a 0� 3TATt{ F tV
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL. y O� Ai DRLO�' X44�P
5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES y;lCs�w•,....,•, ��',,`d
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD ''-:��0INV
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTION5 F.G R I WITH ANCHORAGE TABLES "�......"r'''r
7.1-THE STABILITY OP THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 3 0 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS.r
Engineer•oral
'
REQUIREMENTS,DESIGNED PRESSURES ETC.
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE f FEMAIP SECTIONS L° Pedro De Rgoeiredo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OP THE ANCHORS 9 LOCK UNIMATE SECTION5'M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS N' PRODUCFREVIS11D
FOR WIND LOAD HAVE BEEN USED. as complying With Ill*Florid.,
Building Codo
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AmgMUIwNo oS 3,03
lonDale o— 19
USER INSTRUCTIONS: 12 COMPONENTS By
M' D duct CmHro
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION W DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY.PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE 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 PRESSUk FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INc
TGF I T B A 4 J9 MiERIOR/EX(ERtOR� 6� 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE H- 81 B BLADES
FLORIDA 34983
5HUTTER SPAN X PRESSURE 5HUTTER SPAN X PRE55UPE 100.1 1-\ Tel.:(772)201-9919
BLADE 5PAN PRE55URE(P5F) BLADE SPAN PM55URE(P5� 1 � ; Fax:(772)673.0588
m ALL ALUMINUM_BLADES ;
INCHES N INCHES 1 WWW.JUST5HUTTER)T.COM
60 GO 16 Gu—
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66 158 158 66 t93
158 UNTERIOR/CKTCRIOR,,�
72 1 4 144 72 144 PRODUCE:
78 133 133 78 133
84 124 124 84 124 INTERIOR/EXTMOR
90 1 16 1 16 90 1 16 1 1 L COMBINATION ocrt uvEp�Aw�MlrVitrAn4
96 108 108 96 108 100• ALUMINUM/LD"BIADE5 ACCORDION St1UTTER
104 100 100 104 IDD MAM cAN BE ARRANGCD IN MANY LARGE 4 SMALL
108 93 93 108 93 COMBINATIONS A9 REDUIRm :' IMPACTED RATED
114 83 83 114 83 83 1B 1H
120 75 75 120 75 75 INTERIOV DITMOR
126 8 68 16 68 68
132 62 62 132 61 61 ENGINEERING:
138 57 57 138 53 53 ENGCO INC. CAD11c
g144 -48-"'^52—+ 144 45 47 (NTERIOR/eXTER)OR
5595 ORANGE OR 201
150 41 48 150 38 42 1H IB LB-\ DAVIE, FL. 33314
162 30 40 162 28 33Tel.:(954)585-0304
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2-PR[9SURE-UCSIGN WAND LOAD D'S() ��r
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TABLE 2 No. 2609
j --=—- IF
MINIMUM SHUTTER SEPARATION
PFROM GLAZING * T *$
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t fIPICAL ELEVATION :TYICAL CR055 SECflO�J
A.B,C.D.E.GH X
GLAZING SEPARATION (INCHES) q „„,,, (�,•�
TDP TRACK
BLADE TYPEFSP •a —fps#
' JUL 3 0 2015
ALUMINUM 5' Engineer Seal
w:: All pEVAT10NSPedro De Pgvaredo-PC 52609
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W I-SEPARATION PROM GLAZING ARW 5NALL BC MCASURED PROM
GIAZING.9URPACE 70111E INNIM M05T RUDE OK LOCKSURFACE• �Dy
H r 2-GV 95 SEPARATION 15 ARNGIBLE PER THE NN12 BR0WARD MI�BID oduel ConirD
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L—MIAMWADECOU m).
N 3.WNn19NI1fTCR9 A99CMB3[D WIM 80111 TYPC9 OP BIADLaT11E
LARGEST GLASS 9EPARADON 9NALL APM1Y.
DATE:04l07/20I 5
SCALE:NA
A,B,B1,B2,83,B4 BOTTON TRACK DESIGN BY:PPMP
CDEFGIGH
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING @:
2 OF 13 15-146
MANUPACiURER:
TYPICAL 5ECTION5 A.B I,B2,133,B4
AND ANCHOR 5CHEDULE - -� 1/1s JUST SHUTTER IT In
S[CTIONA 1/4-14X1' GR5 SDS OR wz #10X3/4' TEKS
1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341'SW 5.MAGEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'0C w PORT 57.LUCIE
HEADER OR SILL I6 FLORIDA 34983
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2,2A Tel.:(772)201-9919
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y Pedro De Pguaredo-PE 52609
EMBED.- SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL.-
SECTION
ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 1?RODUCTRBV1.4FD
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SPACED AT 12.00 5TDANGLE 14 40 31 62 38 93 46 124 60 160 84 ApapineoNo1 - S/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 4 160 70.1160198 EVI ion Dam e
A,B1,B2 8 40 0 62 62 3 BI 124 105 160 146
MAX. BLADE SPAN IN INCHES B3,B4 40 40 62 62 93 93 124 124 160 160 By
&W4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSP) BASED ON SPACING IN INCH I:5 ON CENTER
ANCHORAGE SPACING SCALE:NA 162 132WDA
108 84 60 5C4LE:NA
A I B DI C D A Al RAE
B1 AI 11 31 C D A Al II BI C D A Al B Bt C D DESIGN BY:PPMF
14 40 -- 4I 40 40 62 -- 62 49 22 93 6092 60107
SECTIONS 12 40 -- 4040 40 40 62 21 62 57 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 A,B1,92 40 26 40 40 40 40 32 62 62 39 93 93 93B3,B4 6 0 35 40 40 40 40 62 43 62 62 52 93 93 93 93 124 67 12q 124 12 124 160 94 160 160 1 0 160 SHEP DRAWING 8:
4 40 40 40 40 40 40 62 62 62 62 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF13 15-146
TYPICAL SECTIONS 5 AND C MANUFACTURM
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
1341 SW S.MACFDo BLVD
PORT ST.LUCIE
FLORIDA 34983
�J" ANCHORS DESIGNED Tel.:(772)'201-9919
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SHEET 11 FOR ANCHOR TYPE
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162 1 132 -..108.3 - - <-S.4---J 1 60 Engiveer Seal
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ANCHORAGE SPACING 162 1 132 1 1 94 60 DATE:04/0712015
E El El �E E E El
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AS PER SECTION D
ON TABLE BELOW AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW 1341 5W 5.MACEDO,BLVD
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DISTANCE (ED) EDGE FLORIDA 34983
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Ob 40 62 162 162 62 12411 16 0 1 NO 14 40 62 93 124 160
4 40140 14 2&iiA 160
11 22 V-132-1 20 1 1 25 141 12
3 9� 5k 4� 49 158 136 134 4 60 AeaplmeoNo 5 05 .p;
'�j_ 1 30 60 V 3 41 52 73
9 24
IN I-P F, 37'1 461 59 8
SECTION E j!�) I jo I-- I__ 31 3 1 4 11 64 R94 5 30
byy
6 311±436-20d423 41 4 a 40 5 1161178 109M1 COAtr
0 3: L) 2
4,
,
f1p AR '9;7 193
5: 62 H 4 76 1 89 5 97 6
115
4 !4 L5 152 1 1114170 K4 40 521 64 1 82 N
2 23 2 1-- 1- 29 34 22 l2a 1 41 1 48 30 T2-8 I 12 -- 22 27 9
_iF 20 27 25 29 30 36123 121 39-- 46 29 27 55 -64 141 137 1 9 24 30�37 471 6 1 DATE,04107/iO IS
-7
44S
-0- 27 4 M219 3-4 25 123 44 51 27 4E SCAUE:NA
4 Ml 7-4.1
30 36 3 21 37 44 2 25. 4-6 53 134 —37 4 5 7T,- I
31 59 69 DESIGN OY;Pt
40 40 [34 31 - 6- 68 5 4 36 5 741103
4 47 7
5HIfEr DRAWING#:
5 OF 13 15-146
TYPICAL SECTION5 G, F AND i MANUFACTURER-
AND ANCHOR SCHEDULE ,JUST SHUTTER IT ING
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y 1/1H a= SECTION t FLORIDA 34983
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x a "' SttL ONLY Fax:{772}673-0588
t° A7 12'4' TEKS tt Www JU9T5NUTTERIT•COM
TT
I.- ti-iSECTION G PRODUCT:
.� HORS TYPE
AD.tU5TABLE MOUNT A,CB COR D
SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48.00
"
INTO CONCR= P(3000PSICONCRETE SUPERNOVA
a I INTO WOOD-2 U2'(WOOD SG:O.55) e t EC) ELME APPLICABLE FOR ALL LOAD TXt VED ALUMINUM
I >~. CONDITIONS FROM TABLE 1 ACtORDION5HUTTER
i .
INTO MECAto2't7AGSTtut[a-atAs7at�scsrrl� C4.EARANCE "LARGE tSMALL
" i IMPACTED RATCD
(ED) EDGE
STANDARD LOCATION 2 ALTERNATE LOCATION DISTANCE
ANCHORS SPACED f ANCHORS SPACED
AS PER SEC71ON G w AS PER SECTION G1 ENGINEERING.
ON TABLE BELOW r.�(ED) ON TABLE BELOW ENl7CO INC. uet�t
))STMdE e� 2 �il1H 5595
• _ DAVtE,�GE DR,2 41
.ALTERNATE{ED} f-'SECTION F Tel.: 954)585.0304
EDGE DISTANCE i y 'A TRACKiN5ELM0(IN$
W SILL ONLY .
ANCHORS DESIGNED\ E.N,F ccj .4
vv AS PER SECTION F
N I TABLE BELOW Z No. 2809 CCCC���3
i 4
_ STA OF
y LCs "•........ �'�},��.�
Li
1�T 1 �. 8�0NA4 �t�.rt
(ED) EDGE_ JUL 30 ?.015
MAX. BLADE SPAN IN INCHES
DISTANCE
SEE ANCHOR SCHEDULE ON Ene nwr Seal
SHEET i t FOR ANCHOR TYPE Petro Do Pigveiredc-PE 52609
MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 16 1 132 1 1108'? 1 84 60 162 132 108 841 601 MIAMI DADEAPPROVAL:
A B I C I D A I It Ir D !'Ai B IF in A B C D A B C D s E E E
16 -- -- - - - 20 — -- 1 25 -- -- 2 32 W; - 38 45 16 - 21 26 33 46 PROMOrRSVISHD
2 -- 22 -- -- 23 27 — -- 28 33 20 20 36 43 51 60 35 35 12 3 28 34 4 62 sseamplymgxiththeT7avida
SECTIONG 8 28 33 20 20 35 41 24 24 42 50 30 29 Sq A 9S 34 4 51 66 92A�ocpau� cNo o /S�.�o3
38 4C 26 26 96 S4 32 32 S6 67 39 39 73 86 102 120 71 70 6 4D 56 b8 88 123 >*�gdtlmtDala �r $fs-8ft�A 40 40 39 39 62 62 48 48 85 93 59 59 109 124 153 160 106 IDS 4 40 59 ?2 93 130 I1y
28 34 2 2 -- C42r 1 23 2 55 6fi 40 93 f 25 35 43 53 }}�GCo.,.,
SECTIONS 12 381 40 120 27 46 56 25 34 57 69 130 41 73 WIF41716
53 102 123 5A 74 2 40 58 70 90 1
Gi() FJ qC 44 30 40 62 t62
37 5C 9953
93 45 62 10979 1 3 150 S1 ill S 40 6 93 12 160
R� 6 40 40 4D 40 62 49 62 93 93 60 82 12406 16 160 08 148 6 40 62 93 1 4 360 DATE:0410712015
4 40 40 4D 40 62 62 62 93 93 90 93 224 124 260 160 160 160 4 411601 5CALC:NA
DE51GH BY:PPMF
SHEET DRAWING k:
6OF 13 15_146
MANUFACTURER:
TYPICAL.HORIZONTAL— JUST SHUTTER{T>NG
JAMB AND CORNER,qkc ONSIJ
OPTtONAi
SEALANT 1341 5W 5,MACEDO13LVO
_ PORT 5T.LUCIE
ANCHORAGE—TO'NAt" - SECTION J J MIN, (3) ANCHORS FLOR(DA34953
L IS NOT NECESSARY TYPE A, B, C OR D T Tel.:(772)201-9919
L _•_,.-,._...-.� JAMB"CLOSURE` 4' FROMS ENDSrJ� C {}�_.��._--� Pax:(772)673-0580
i! WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE WWW.JLI5TS1UF1ER.IT.COM
INSET MOUNT
x
(X2) NB SDS to
9 9A TOP ANDDBOTTOM Ol[EI1IM—*{ PRODUCT:
IA TRACKS
L=, __� SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION 4 SMALL R
'( IMPACTED RATED
ENGINEEERINGi Iit
TOP & BOTTOM TRACKS f-NGCO NC. .8114
5598 ORANGE DR.201
v. ::..
DAVIE, FL. 33314
y •-:- _-. _. el.: 954)585.0304
.. ._. ._ .. ..- .
iB 'ENGCO@AOL:COM ... .
-
ANCHORS TYPE A� +"y\ ENd�F�
A, B, C ORD q 4
SPACED AT 24'OC NO 52—
d fr it
m (ED) EDGE t •o ps>:
�j DISTANCE 4 .�y STA OF J �r
SECTION J2 " Q�F���Q to
JAMB CLOSURE `'�/0NA4
BUILT-OUT MOUNT
21 OR 11
JUL 3 4 2015
#10X3/4' SS SMS OR
y IA3116' POP RIVETS Ensneer Sal
w
SPACED AT 24'OC SECTION 13 Pedro De Pt Jvevedo-PE 52909
CORNER CLOSURE MIAMI DADE APPROVAL:
PRODUCrJU ISDD
a wralilying with dw Amid.
Amome N./0-06/3.03
acom d
DATE:04/07/2015•
SCALE:NA
i y 7 OR 7A DESIGN BY:PPMP
1H iB
(19)
SON ACCORDIUNNK
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING M:
7 OF 13 15-146
MANUFACTURIR
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INc
HD LOCK SECTIONS L
1341 5W 5.MACEDO BLVD
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FLORIDA 34983
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4VNAV JUSTSHUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM �a
INSIDE OR OUT5IDE BY PLACING LOCK --
IN51DE OR OUT5IDE A5 REQUIRED. o F N c LOCK BLADE 5ECTION
a_ W CLOSE POSITION PRODUCT. -
�WW �` SUPERNOVA
rn w EXTRUDED ALUMINUM
ACCORDION 5HUTTP.R
L LARGE�5MALL
IMPACTED RATED
P�Mffl 11 ENGINEERING:
ENGCO INC. LA9iIC
1 1 5595 ORANGE DR 201
18 1B DAVIE, PL. 33314
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.. . 8A .. -•- ENGCO@AOL•COM ...
656 .
rrrppr.........
DE p� y
BENy�x��• y
COMMERCIAL MORTISE LOCK W/ 4t
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCH13RS TYPE, t
INSTALLED ON SHAPE ;B A, B, C OR D
SPACED AT 24'0C '4 STA OF Z
ALTERNATE SECTION L I �� RL 0 10„!+
SECTION L LOCK BLADE WITH
r`
LOCK BIAOE SECflON STARTER BLADE SECTION l A �''ysION AL.r.sit
OPEN POSITION �• •••~•••r•
n IIEneincer Seal
s 0 2ot5
.L JJ.. Pedro De Pigumredo-PE 52609
MIAMI DADE APPROVAU
a
P80DUCTDII thdw
a u ooraplyi:ylvvilh Uw l7oridu
Building Code
Aeteplen=f- 1
B::pi loBA—LCIKU11
Drr8A� 811U�
LA lJ
1H
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ 5CALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY.PPMF
AND INSIDE THUMB TURN
I COMMERCIAL MORTISE LOCK W/ t INSTALLED ON SHAPE 8
)g EXTERIOR KEY OR THUMB TURN LB SHEET DRAWING:
AND INSIDE THUMB TURN
8 Of 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER:
T_YEICAL JIORIZO.NTA_�LL JUST SHUTTER IT INc
Q-u1M�T.P_LOCK.SEC-T NS
1%4
PINS APPLICABLE 13415W S.MACEDOBLVD
OPEN POSITION PORT ST.LUCIE
RE STACK FLORIDA 34983
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xu7A W&W.JU5TSHUTTERIT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK to T SECTION"t41 J PRODUCT:
IN5IDE OR OUTSIDE AS REQUIRED. o F LOCK BLADE SECTION
(41 CLOSEP05RION SUPERNOVA
T a H EXTRUDED ALUMINUM
W W ACCORDION 5HUTTER
rn W LARGE 4 5MAIL
IMPACTED RATED
ENGINEERING:
7 OR 7A ° 7 OR 7A ENGCO INC,5595 ORANGE DR. unite
t+N�o 7 OR 7A DAVIE, FL. 333141
TeENGCOQAOL.COM
IB 1/4-20X3/4'THUMB SCREN
LOCATED IN ACCORDION
r INTERIOR OR EXL PIN
TERIOR SIDE pfff,�E'F •�
DRILL AND TAP.OPPOSITE IINSIDE ORPOUTSIDE dffff•`
BLADE TO RECEIVE SCREW �f �`• � �4
6 (19) PUSH BUTTON LOCK' 3� •. a��r4 +''�\CEN
LOCATED ON ACCORDION, NO.SZ6O9 b
INTERIOR OR EXTERIOR SIDE L
ALTE�NCAK B S�EECTONMI F
STA OF
t 5ECTION M, STARTER BLADE WITH N t
•• LK BLADE-SECTION - r„�O 1�,..�'�
OPEN P051TION '`•aS/ONAL �a�of
•N.f...f.ffff
ANCHORSTYPE
ORPD JUL 8 0 2015
7 OR 7A SPACED AT 24-OC
Engineer 5ci1
Pedro De Pigueredo-PE 52609
I 7 OR 7A IA "a"O" MIAMI DARE APPROVAL,
nr I PRODUCT RMSOD
r complylnB with the Florida
BumoBCode
Aesptmee No! 5 3.6
utm 7 OR 7A 8 61 1 on Vale 0 019
1 ode d Lon o�'�
SB PUSH BUTTON LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
1 L
1H 1� 1B
SHEET DRAWING N:
9 OF 13 15-14G
MANUPACTURM
TYPICAL HORIZONTAL 5ECTIONS JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT 3T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
WWW.JUST5HUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
IN510E OR OUTSIDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE A5 REQUIRED, z cu LOCK BLADE SECTION
y o w CL05E POSITION PRODUCT:
SUPERNOVA
�a
EXTRUDED ALUMINUM
y y ACCORDION 5HUTTER
LARGe t SMALL
IMPACTED RATED
ENGINEERING.
ENGCO INC. LAeI�
1 1 5595 ORANGE DR 201
1B 1➢ DAVIE, PL. 33314
22A Tel.:(954)585-0304
• •- ENGCO@AOL,COM
9221B D P/�F4
a o 2609
ANCHORS TYPE I
A, B, C DR D • '0 C�
SPACED AT 24'DCLWEWffj
ALTERNATE 5ECTION N 1
SECTION N LOCK BLADE WRH ..,�S/ �,�,,•
LOCK f4ADE seCTl STARTER BLADE 5EC170N I A—\ .,,, NAL ,
, ,o
OPEN PosmoN
...........
JUL 3 0 2015
3A 2,15 engineer Seal
Pedro De Pigue:rcdo-PE 52609
MIAMI DADE APPROVAU
G
A FRO1WC'TRDVINBD
a�wdtliOxFlwida
N AeognonreNa 5.05 3.ag
Bwpi mnDoca o �'y�ov!
22A 22 uc Contraf
1
L BJ 22B
22A-/ DATE:04/07/2015
22 SCALE:NA
OE51GN BY:PPMF
1 1
113 I B
5HEET DRAWING#:
10 OF 13 15-14G
MANUPACTURL'.R
TYPICAL BLADE A35EMBLY JUST SHUTTER IT 1Nc
BILL OF MATERIALS
13 1341 SW 5.MACEDO BLVD
ITEM OE5CRIPfION MATERIAL MANUFACTURER PORT ST.LUCIE
12 13A B E 3-6 ALUMINUM NASA FLORIDA 34983
IA STARTER BLADE 6063-T6 ALUMINUM NASA 7e1.:(772)201-9919
[pLtt1NA61. 0.19 10 COMPOSITE BLADE 6063-T6/LIXAN N.A.S.A. Fax:(772)673-0588
14 IC FLOATING STALK BLADE 6063 T6 ALUMINUM N.A.S.A. WWW.JUSTS)IUTTERLT.COM
20 0 2 CBUNGTRACK 6063 T6 AWMINUM N.A.S.A.
16 0 3 1"/1/2°WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
1 m 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM
lA 18 q R ESSE 6063-TCGAWMINUM N.A.5.A
RECESSED TRACK 0 -6 INUM N.A.5.A. PRODUCT:
p7A
ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM N.A.S.A. '
ADJUSTA MAIE CK 6 3T6ALUMINUM . .5.A SUPERNOVA
HEADER UNIMATE LOCK BLADE W/O LP 6063 TG ALUMINUM N.AS.A. EXfRUDE•D ALUMINUM
0.14 UNIMATE LOCK BLADE W LP 6063-T6 AUJhM N.A.S.A. ACCORDION SHUTTER
HD FEMALE LOCK BLADE 6063-T6 AWMINUM N.A.5.A LARGE 4 SMALL
D MALE LOCK BLADE 6063-T6 ALUMINUM N. .S.A. IMPACTED RATED
iv 13-�1 OX3'HH HD ADAPTOR FILLER G063-T6ALUMINUM N.A.5.A.
BLADE SCREW V JAMB CLOSURE 61 N.A.S.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 6063 T6 ALUMINUM N.A-5.A.
-to 14-2X ANGLE 60637f6 ALUMINUM N.A.S.A. ENGINEERING.
11 118-2X ANGLE 6063-TG ALUMINUM N.A.5.A.
0.19 12 WHEEL CARRIER RATED 5TEWNYLON N.A.5A. ENGCCI INC. «a116
SILL 13 N 1 OXT HH BLADE SCREW 41 O STAIN'E55 STEEL N.A5.A.
0 13A M I OX2'HH BLADE CREW 41 O 5TAINLE55 STEEL N.A.5.A. 5595 ORANGE DR.201
0 14 0.44'DIAM.FIAT WASHER 5TMNLE55 STEEL N.A.5.A. TEL:DAV(9 ) 5-03 4
W. 15 0.46'0 x 0.93'B G NYLON N.A.5.A. 'Tel.:(954) OL.CO 04
16 0.46.0 x 0.65 WHEEL BUSHING NYLON N.A.S.A.
ENGCO�AOL.COM
14 1 19 PU5 BUTfOM LOCK
1B 14 20 Ilk 3lB'WHEEL SPACER NYLON N.A.5.A. d{Ip11{6E-ft%".,
15 21 1UI6'-1X2 1X2.5,IX4 1.5X3ANGL5 6063-T5 ALUMINUM N.A.S,A. {I• E'.
(pTIBkY. 0.14 22• STD FEMALE LOCK BLADE I 6063-T6 ALUMINUM N.A.5.A "H �. F p
l�„,„... moi•..
13 L`JA 13A-910X2" H 6063 22A,: STD MALE LOCK BLADE 6063-T6 ALUMINUM NASA. EHy
. ;• BLADE SCREW
22B STD LOCK KEEPER TG ALUMINUM N.A,5.A.'• Q '' 7y
4105TAINLE55STEEL MO:52608
0.500 p,q 0 A STATE OF W
0.4 0 D.390O�(S
0.20 0.390 j:t m- 0.44 0.03
C) H.IgII///1{111{II{
d T o 4 d @:4
- I JUI- 8 0 2015
0.310 -F
10 14.0.03'X 0.44'0 Engmeu Sul
v ai I (lCl�,_ a STAINLESS STEEL n_�z_.__�,I„ Pedro Dc Piguelredo-PE 52609
C3 L INCA d d ""'� II FLAT WASHER ANC }1)rDULE
16-.46'0 X.65' 15-AW O X.93• EMB E.D. MIAMI DADS APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION
20 I/z'oxo.36• ml1✓ 1/4"ITWTAPCON INTO 3000 P51 CONCRETE 1.75 3 as oDUC1•RavrsGD
NYLON N11Et1 14'ELCO ULTRACON INTO 2700 F51 CONCRETE 1.75 2.5 avoomdylD6w11hthoPlodde
SPACER yA1 1 4.1 TAPCON INT GON BLO 125 �` - pocep=lonm No 05 .o;
14"ELCO ULTRACON INTO CONCRETE BIDCK 1.25 2.5 Fspl ooDme J 9
B 1/4-20X I ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE 0.875 3.0
51 114-20X I ALL POINTS 50LD INTO CONCRETE BLOC 01875 3.0
Control
C LAG 5CREW INTO G=.55 W00 15 1.0 pol
12-WHEEL CARRIERD I/4'-14 5ELF DRIWNG SCRtW5 INTO 1/&.STEEL OR ALUMINUM 0.75
STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 3.0
0 NYLON WHEELS E I 1/41 CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07J2015
rs SCALE:NA
NOTES: ED,EDGE DISTANCE SNAL.BE BnoND WAW.DRESSING DE51GN BY.PPMF
%D IM'TT CON.114:CIRTE-R=/I4 4.DOD 5CREV/9 C11N Be NEED M RIPUICE OP 1/4'U.G SCFZ"
W
Cs
5HEET DRAWING 6:
I 1 Of 13 15-146
SHUTTER COMPONENTS MANUFACTUIt6i
4.56 3.92 JUST SHUTTER IT ING
4.54 4.00 3.23 0 46
4.08 1341 ST. S.MACPDO BLVD
. 1.24 1.99 0.61 2.85 PORT 87.LUClE
m g 0.97L 9 o FLORIDA 34983
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N O d
O Oy 3.
21 t 49 d N, o PWWW,JU8T9H3LITTERIT,COM
p• I B COMPOSITE 2.04
ALUMINUM/LIDe BLADE
.�•1 0.05'AGL-ORDIOFtBlAD2 f fr-7K_ -W/LP p
d T01243
AS PER NOA 13-0717.010APPRpVED 7-UNIMATE W/O LP 4- LOCKING BLADES 9 0.41
XLI02UV LOCKING BLADE5 PROOUCT.
A-5 ARTT�ER B171DE�.,� ' •
-- --�--�' J3� SUPERNOVA
0.51
4.61 h {^-1.83--�•� 1.77 m nni m 006 � r: EXTRUDED ALUMINUM
4.OB �h c� I ' •. d d -. ACCORDION LARGC i B��R
m IMPACTED RATED
u7
0,861.
h� o =_ __==•�--I- o o�o8B-ADAPTOR RLL1ER
.61 1c3 a - a a USE N41LL 8AND 8AFNGINEERING+
I G 0.05'FLOATING STACK BLADE 0.07 L12-INSET TRACKW/RG OPTIONAL d 3.00 ENGCO INC. G8116
HEADER/BILL MOUNT -0.64 5595 ORANGE DR.201
0.13 2.1-INSET TRACK W/O RG 0.E LO MALE HD O.08, 0.60 DTel.,I(954)585-0304
/\���ALTERNATE CALX _ .._. LOCKING BLADE
HEADER/91LL MOUNT •�� 8•FFI.MIE ND �� � '' ENGCOQAOL.COM
A ICAMIOR LOCKING BLADE
AYPLICCEPI 10 3.83 1.65 7%,
^'-4
" TRA0fs 3. I io � .,°� 5-RECESSED TRACK pP.6•�' E F,,' y.
3A AND 3A I n 51LL MOUNT ONLY �d "
_L o,io �. �� a Nr
EN4
+ d
0 1D N nO. NO 2609.86 .. I.bs'-"11 ;* j
�- ,� 2.41 --- -__ 0.79 1 3 ST�0.07 0.61 ' d3A-2'BUILD-OUT TRACK OPTIONALo "� u a 90-HD JAMB CL05UftEtn
d 0.86 HEAO.`St/5LLLMOUNT
1.0 3A.1-2'BO TRACK W(O 228-LOCK KEEPER INSERT - 2.7o--•I JUL 802015
OR -�
61 RAIN GUARD(RG) 22-FEMALE STD 22A•MALE STD 9-I'JAMB CL05URE
0.07 RO LOCKING BLADE LOCKING BLADE vii Engineer Sal
�•- -�-^----- OPTIONAL p Pedro De P:gue:redo-PF 52609
�
V#t BUILT-OUT TRACK
DER/-$IL1-�MC41NT__._� 3.70
cHfA -�
0.125 0.259&
DAOE APPROVAL'3.1-I.Jit BO TRACK W/0 9A•2'JAMB CLOSURE PRODUCT REVISED
RAIN GUARD(RG) 2.43 2.07 0.09 y camplyio8 wid:lho Flod&
0.86
1.91 0,06 BulldinE ODde
0,6L _,.J� A-plenceKo 0 13.03
1 1 6xpi Lon Date 19
zQ zxT n
0.86 TT ^� dF E1:: iE Y 21-I/161THICR ANGLES Y
b1186
o 'n'1 d d n C 0 oa ffi 6063-TS ALUMINUM ALLOY °n1 ucl Gbnhonl 510E CLOSURE USE ONLY
ci 0.83 N o o 2.092 6! D.75 DALE:04!07/2015
O.07 0.07 3.36 a SCALE:NA
T -2 23 6M ADJUSTABLE MALE DE51GN BY:FPMF
0.95 L3±1.29 6-ADJLI3TA13LE FEMALE HPADEP./SILLMOUNT ---2.0-�-I I
3.37 HEALER/BILL MOUNT 2.0
4�'A-TRACK ,., r' SHEEP DRAWING N:
�SIIl,�MOUN70NLY, _I I-IW 3TG-AICKANGLESL�,(( 10-1/41 1' DR 1.S'� 12 OP 13 15-146
6063T6•ALUMINUM.ALCOY 6063 T6 ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT ING
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 3,MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JUST5HUTTERIT.COM
0.63 0.62
1.251,25 1.25 �5.00� `
PRODUCT:
(4 PER RAFTER) N
1/41X 2 1/4 FH TAPCDNS -T c SUPERNOVARU
WITH 2' MINIMUM 1/47(5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD EXLDED ALUMINUM
ACCORDION SHUTTER
LARGE 4SMALL
5.00 IMPACTED RATED
N--1/4'X5' OR I/8-X5' 6063-T6 oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO
RAFTERS AT MAXIMUM 24' OC a ..LIG
SEE TABLE BELOW FOR SHUTTER ALTERNATE7ALWMINUMANGLME
NGC
w SPAN & PRESSURE 1/47(2'X5"6063-T6m 5595 ORANGE DK 201
_ DAVIE, FL. 4
5-03
w 1/4'-14X 2' SELF DRILLING SCREWS _._ •_ _. .._. TeENGCO(954)585-COM
W z SEE SHEET 5 MOUNT TYPE D
�a ANCHOR TYPE-D FOR ANCHOR SPACING
ENF
No. 2609 6��s
cs�1/87(5'6063-T6 ALUMINUM PLATE �OA
ALLOWABLE DESIGNED PRESSURES ALLOWABLE DE51GNED PRE55URE5 •y•��ONAL �a`••
FOR SECTION X WITH IRI'ALUMINUM FLATE FOR 5ECnON X WrrH I/O ALUMINUM PLATE 'ya,,,,,,,,a��'•�1
BLADE MAXIMUM DESIGNED 51ADE MAXIMUM DESIGNED �I�---S.OD�
JUL 2015
SPAN PRE55URE(P5F) SPAN PRE55URE(P5F) i~ I
IN BLADE I BLADE I B IN BLADE @ I BLADE ID Engmeer 5ea1
60 ±159 ±159 60 399 399 O Pedro De Figuoredo-PE 52609
72 ±!32 ±132 72 382 382 ALTERNATE TO PLATE o0
84 ±1 13 '-±1 13 84 ±71 ±71 1/87(27(5°6063-T6 ALUMINUM ANGLE N MIAMI DADE APPROVAL:
90 ±106 ±I06 90 ±66 ±66
108 ± 88 ± 88 108 ±55 ±55 P on4ICFRB isE Florida
126 ± 68 ± 68 126 ±47 ±47 �"B
132 # 62 ± 61 132 ±45 ±45 ���
144 +49.-52 1745,47 144 ± I ±41 AeeepwncoAb@ - 5 f S,0
162 +30,-40 1+28,-33 162 330 +28,-30 t3
r Ondo ac ConUo
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING#:
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