HomeMy WebLinkAboutProduct Approval MIAMI-DADE MIAMI-DADS COUNTY
LZi.i1W PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 206
BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474
T(786)315-2590 F(786)315.2599
NOTICE70YKCCE'T 10E_(NOA) www.miamidade.eoy/economy
�Jnst-ShafterIt;`Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE: -
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade.County RER Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No.15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De
Figuciredo,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.,M.S.
MWMI•DADECOUNTY NOA No. 5-05J3.Q3
�� /2/�/" r�Exp ration Date:08/14/20fS
pproval-1)atee08/27/2015
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
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 lest 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
Figuriredo,P.E.,certoing that the drawing(No. 14-131)prepared for Just
Shutter It,Inc.is engineering wise identical to N.A.S.A.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled"Supernova Extruded Alumimun Accordion Shutter
sheets]through 13 of 13,prepared by Engco,Inc.,dated Apri107,2015,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
Expirationtatw—OS/i�T/2019�
A1�proxal:Date:A8/27/2015:"
E-1 -�%
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc.,dated May 05,2015,signed and sealed by Mr.Pedro De
Figuriredo,P.E.,certifying that the drawing(No. 15-146)prepared for Just
Shutter It,Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No.
15-113)and complies with FBC,2014 Edition.
H"y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
HOA No.15-0513.03
Expir—a ff Won Date:08/14%L019
Approvai V ate:=08/27/201
E-2
MANUFACTURER:
�`�A JUST SHUTTER IT INC
• ` 1341 SW 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FLLORIDA,3a 63
LARGE M 1551 LE I M PACT RE515TANT FaxTel:(7 2) 73-05 19
Fax:(772)673-0588
WWW JU5TSHUTTERIT,COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND 5U PERN OVA
ERECTED TO EASILY ENCL05C AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCORDION 5HUTTER
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 6 SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HAS 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. CAe1-6
5595 ORANGE DR.201
'JUST SHUTTER IT INC-PORT ST.LUCIE i FLORIDA TABLE OF CONTENTS: DAV IE, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel,:(954)585-0304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' '--"'SFIENGCO®AOL.CSlim -..- .._ -DESCRIPTION'
OM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BYArpru•••••i••� .
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES.USER INSTRUCTIONS 4�'r� OE F eG y
PRE55URRE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABE TABLE ILE BLADE PRESSUR , I A AND G1A55 +••++1Q� •,••s �,,�•'.
USED. SEPARATION TABLE 2 yoz 0"l
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5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-T6 OR AS NOTED. No. 5 609
3 TYPICAL SECTIONS A.B 1.82,53,04 WITH ANCHORAGE TABLES *� ` �•2.
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF q' TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES �� STAT
DRAWINGS.INSTALLATION AND LOADS A5 PER TH15 APPROVAL. �,��F�DAT�P,. ++••+
5 TYPICAL SECTIONS D.E 6 GH WITH ANCHORAGE TABLES yFs+ ••••••••••"' C9 p++
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD '•.,S/OHp�
TO VERIFYTHE FOLLOWING: —0
7.
7.1-THE STABILITY OF THE 5TRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 I WITH ANCHORAGE TABLES JUL g 0 2015
ANCHORAGE
7.2-THE 517E SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECUONS'J°
Ergmcer Seal
REQUIREMENTS,DE51GNED PRESSURES ETC.
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE FEMALE SECTIONS'L° Pedro De Fgucired0-PE 52609
8-.33 1/5%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL,
FOR TH15 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS°N' PRODUCT REVISED
FOR WIND LOAD HAVE BEEN USED. is ingwilhtl:c PIariJ,
9aildinsmu�Dodo
11 BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Aacn wm No -0 13.03
RVI ton PAle 0 )L�
USER INSTRUCTIONS: 12 COMPONENTS [Ly�.
M' D Jucl' D Con
I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X°DETAIL5 '
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
Sffl
T DRAWING N:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I 3 15-146
PRE55URE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT ING
INTERIOR/GXTER)OR
TABLE 1 A 6� 1341 5W S.MACEDd BLVD
MAXIMUM ALLOWABLE I BLADE MAXIMUM ALLOWABLE d 1 4 N 1 B BLADES PORT ST.LUCIE
SHUTTER SPAN X PP955UPE SHUTTER SPAN X PRESSURE 100.1 I-� FLORIDA 34983
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72 144 144 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 84 124 124 INTERIOR/EXTERIOR
90 1 16 IIG 90 116 116 61 5UPERNOVA
96 108 108 9G 108 --T-O8 i 1 2 COMBINATION EXTRUDED ALUMINUM
• ALUMINUM/LEXAN 15WES
108 100 93 108 104 100 100 too, ACCORDION SHUTTER
108 93 93
B1ADE5 OW ee ARRANGED IN MAI)f
93 93 COMaINATionsASREOU7RW LARGE 4 SMALL 114 83 83 Ila 83 83 IMPACTED RATED
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126 68 68 126 G8 G8
132 62 62 X 32 G1 GI ENGINEERING:
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SHUTTER WIDTH <SVI
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MANUFACTURER:
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AND ANCHOR 5CHEOULE - -f I/lH JUST SHUTTER IT INC
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BUILT-OUT ON ANGLE SPACED AT 12'0C w'^ PORT 5T.LUCIE
HEADER OR SILL 16 FLORIDA 34983
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Pedro De Pigueiredo-PE 52609
11 EMBED. ^I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PS17
SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL:
BASED ON SPACING IN INCHES ON CENTER
SECTION B2 ANCHORAGE SPACING--I162 132 108 84 60 PItODULTRBVISED
1•/4-Y4X1'-GR5 SDS a dw
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A,B7,B2 8 40 40 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES 83,B4 6 40 40 62 62 93 93 124 124 160 160 �7
4 40 40 62 62 93 93 124 124 160 160 Mlomt Dad u Cm,oa
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 Qf08 84 1 60 SCALE:NA
A Al B IBI IC ID A AI B Bl C D �A AI B B1 C D A Al B B1 C D A Al B B1 C D DESIGN BY:PPMF
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,1 F:§ETIONIS3 12 40 -- 40 40 40 40 62 21 62 S7 62 57 93 26 124 34 124 90 124 89 160 47 160 126 160125
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4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUFACTUPER.-
ANCHORS DESIGNED TYPICAL 5ECTION5 D,If*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW S.mACED0 BLVD
t PORT ST.LUCIff
'L(Em EDGE'ETTANCE
IDS (ED) EDGE FLORIDA 34953
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w
SEE ANCHOR SCHEDULE ON Emmer 5cal
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE IPSP) BASED ON SPACING I N INCHES ONCENTER Pedro De Fv3turredo-Fl!52GO9
ANCHORAGE SPACING 162 132 108 84 60 16211321108 841 601 MIAMI DADE APPROVALz
A IT C D A B C D A III I C I D 6
"
;0 IS_ 1�_ A B C E I E. I E'6
16 125 1-- 1--
31 45 27 26 16 -- 21 26 3 46 PRODUCrREVISED,
12 22 2 28 33 20 20 36 143 25 125 -5-11- 12 3 28 34 44 1�2 is cmplying with the Florida
'2S
SECTION G 33 20 0 3 41 24 24 42 j t)4 164 138 76 9 a 34 42 51 92 sulliffteede
a 28 2 0 516 0 "u 0 S a -
88 E
6 38 40 26 6 4 54 32 32 Kn7tK 39 6 40 56 69 I� AmplancoNo
14 1 401 40 139 8 193 Dole
0 2
9 6 48 8 1091124 17A r 153 1 4 140H5E972 "E02-
3
16 28 34 1 15 121 1 25 42 1 23 31 55 66 29 0 76 93 41 55 1 3
SECTIONS 12 38 25 9 1 u Convol
56 143p 14. 73 SB 39 123 54 74 2 40 58 7 901127 �&wv-"I .,
20 7 46 52 1 2
48 - 1�4062 62 37 50 1 85 93 _
G1 OR F a 40 �O 1 TO 49 6L 1 109 124 58 79 1 p5j 160 81 111 8 40 62 93 1241160
6 40 62_-662— 162 1 9j 93 160 182 1 124 124 0 108 148 _6 40 62 93 124_a 60 1
9 40 40 140 140_1 62 62 62 162 1 93 93_190 193 1 124 124 116 124 160 160 160 160 4 40 62 93 124-rf6— SEAL:
041
DATE:04107/2015
:INA
DESIGN DY.PPMF
SHEET DRAWING#;
6 OF 13 15-146
MANUFACTURER.'
TYPICAL[ N JUST SHUTTER IT mc JAMB
D_COR,N E-R-5 Eff-I eN'
OPTIONAL
SEALANT 1341 5W S.MACEDC,BLVD
DS
WAL IDLE -'AME'CL'
INSET 0
FORT ST.LUCIE
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL 5 E Ga-T 11(0)N-JT--1 TYPE A, B, C 13"ij Tel.:(772)201-9919
IS NOT NECESSARYA JAMB CLOSURE 1,' 4' FRTO ct4BS,__r53C_T1_0N J I I Fax:(772)G73-0588
L-MOUN-T--] AND ONE AT MIDDL — JAMB CLG5URf—j WWW,JU5T5tiUTTEFJT.COM
[INSET MOUNT
(XE!) #IOXI SDS 11A) MW
9,9A TOP AND BOTTOM DIEIM_l PRODUCT:
IA �TRACKS SUPERNOVA
EXTRUDED ALUMINUM
IM
ACCORDION 5HVI
LARGE t 5MALL
IMPACTED RATED
N° � ENGINEERING:
ITOP & BOTTOM TRACKS ENGCO INC. ..-.,
5595 ORANGE DR.201
DAVIE. fl.. 33314
Tel.:(954)585-0304
"ENGCO@AOL.COM
IB
E F1
ANCHORS TYPE ENS'
B. CORD OR B
SPACED AT 24'OC 52609
IS
w
'EED) EDGE
ST F
DISTANCE
E 0
__-E
_a.
1p,-Q o I SECTION J2 Z.0/0111AL
,JAMB-CLO U
13UILT-OUT MOUNT
21 OR I I JUL 30 2015
RIOX3/4' SS SMS OR Engmea,5ml
y IA 3/16' POP RIVETS Peds De Femwedo-PE 526W
SPACED AT 24113C
CORNER CLOSURE
MIAMI DADE APPROVAL:
11 PRODUCTREVIS110
0 complying with tho r1orldo
Binding Code
AmpLoceNo -0513-07
ton Dato
Mw
,u uct Conha
DATE:04/07/2015
1 7 7
SCALE.NA
OR 7A
OR 7DE51GN BY:PPMF
IB IB (19> PUSHUs.
BUTTON LUCK
LOCATED ON ACCORDION
INTERIOR DR EXTERIOR SIDE
5HEET DRAWING#:
7 Of 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTIONS JUST SHUTTER IT iNc
HD LOCK 5ECTION5 L
1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
WAN W.JUST5tiUTTER[T.COM
NOTE:SHUTTER CAN BE LOCKED FROM N
INSIDE OR OUTSIDE BY PLACING LOCK a H6- SECTION L
IN51DE OR OUTSIDE AS REQUIRED. o F LOCK BLADE 5ECTION
y w CL05E POSITION PRODUCE:
QHS N�j
5UPERNOVA
y w EXIRUDED ALUMINUM
ACCORDION 5HUTTER
L J LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
cam ENGCO INC. CA6I16
1 5595 ORANGE DR.201
l 111
DAVIE, FL. 33314
1B
Tel.:(954)585-0304
-- -" ENGCO®AOL:COM
' S5 ,aaiuwnni..�•
COMMERCIAL MORTISE LOCK W/ •4 ��
EXTERIOR KEY OR THUMB TURN IVO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE • *. 1
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24.00 'Q STA OF qty
ALTERNATE 5ECTION LI
SECTION L WITH
••.
LOCK BLADE .�s „..... a�
STARTER BLADE SECTION 1A .••II'/QNA`,�.��aa�
LOCK BLADE SECTION _ DIRKE paa�a
OPEN P051TION I •'•••gnu3
,III! 0 7.015
LY Engineer Seal
Pedro De
2 2 E) neumredo-PC 52609
MIAMI DADS APPROVAL
All I I 11111 ci 10
PRODUCTRBVISBD
rd as oomplying Wlh Ilse Florida
HWding Code
Aeocplanto No Seo .03
Expl Aon ITale n 19
8A
8A-/ 8 MI&W Dad uct nho�~�
B IJIB
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GM BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8
Ig EXTERIOR KEY OR THUMB TURN IB SHEET DRAWING 8:
AND INSIDE THUMB TURN
8 OF 13 15-14G
INSTALLED ON SHAPE 8
MANUPACTUReP-
TYPICAL HQRJZONTA- JUST SHUTTER ITING
f-LOCK SECTIONS ti+l
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION
TO SECURE STACK PORT ST.LUCIE
FLORIDA 34983
LOCK'NO PINS
A
ONLY
AT OPEN P
To SECURE STACK
Tell.:(772)201-9919
7A Fax:(772)673-0568
VVMJU5TSHUTrMT.COM
NOTE:5HUTTEP,CAN BE LOCMED,FROM
IN51DE OR OUT51DE BY PLAC3NG LOCK,
IN51DE OR OUTSIDE!AS REQUIRED. 5ECTION m PRODUCT:
CLOSE LOSTqji 7A
4
SUPERNOVA
L7
wEXTRUDED ALUMINUM
w
ACCORDION SHUTTER
LARGE kX SMALL
IMPACTED RATED
ENGINEERING:
7 13R 7A *7 OR7A
IB� 'I—'SCREW
E
ON ACCORDION
X' R.,RS
"E
T P GPGS IT ",PULL 1,
7 OR 7A' 7 OR 7A ENGCO INC.
7 OR 7A 5595 ORANGE DIR,201
DAVIE, FL. 33314
Tel,(954)555-0304
1/4-eOX3/4'THUMB SCREW ENGCO@AOL.COM
LOCATE N
D 13N
INTERIOR OR EXTERIOR SIDE
te PULL PIN .....
BRILL AND TAP.UPPUSITE 1/4XI t/
37 41
a BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE 4 - �! DE F/
SO$ ..........
(19) PUSH BUTTON LOCK CEN
LOCATED ON ACCORDION.
INTERIOR OR EXTERIOR SIDEJ No.52609 NO'
ALTERNATE SECTION M I
LOCr MADEVITH STA F
STARTERBLADE SECTION A
LOCK MADE 5ECTION1
/ONAL
ANCHORS TYPE
A B C OR D JUL a 0 2015
r,7 OR 7A SPACED AT 24.00
En,3mcer Seal
Pedro De Aquaireda-PE 52609
7 OR 7A-- MIAMI DADE APPROVAL:
PRODUCT REVISED
a tuaVlylog with the Florida
RuDdingOode
vm 7 OR 7A Acceptance No ;x`05
- 513-103
"On met
sy
PUSH BUTTOM LOCK on ro
LOCATED ON ACCORDION7 OR 7A
INTERIOR OR EXTERIOR SIDE
icor"
N7OR 7A
DATE:04107/2015
SCALE.
�NA
DE51GN BY:PPMF
IB
5HEET DRAWING#:
9 OF 13 15-146
MANUPACTURLP,
TYPICAL HORIZONTAL 5ECTION5
STD LOCK SECTIONS N JUST SHUTTER IT iNc
1341 SW 5.MACEDO BLVD
FORT ST.LUCIE
FLORIDA 34953
Tel.:(772)201-9919
Fax;(772)673-0588
[NOTE;SHUTTER CAN BE LOCKED FROM Www,jU5TSHuTTmT.COm
0
-'5H 7
INSIDE OR OUTSIDE BY PLACING LOCK
D
11,15:11)7EO�P OUTSIDE REQUIRED. SECTION N
LOCK VLADI!SECTION
CLOSE POSITION PRODUCT.
0%
SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
N, ENGINCEMUG:
CO N ENGINC. CA Of 16
LB 18 5595 ORANGE DR,201
DAME,
Ft. 33314-0
Tel.:(954)585304
22A f5NGCO@AOL.COM
bg 22
22B
No. 26
ANCHORS TYPE
A, B, C 13R
SPACED AT 24'0 A'
N N ALTERNATE SECTION N I
LO POLOCK OWE WITHTH
IL OPEN POSITION STARTER MADE 5ECYTON IA) ION'
OPEN
CTON
EHM11UT-1 JUL 3 0 2 1 015
3A— —2. 15 empear Seal
Pedro De 6"rado-FE 52609
MIAMI DAVE APPROVAL.
- PRODucrAlavlaD
83 C-MVIYU%with On FkAda
:7 awkirs OD& -
AcvqK-4,N0jFx-& 3.a3
22A
22A 22B
DATE:04!07/201522 SCALE:NA
DE51GN BY:PrMF
ID IB
SHEET DRAWING#:
LOOP 13 1"5-146
MANUFACTURER:
TYPIC-Al:BLADE AssEMBL
!3 BILL OF MATERIALS JUST SHUTTER IT INC
!2 13A ITEM DESCRIPTION MATERIAL MANUP CTURER 1341 SW S.MACEDO BLVD
BLADE 60 3.6 ALUMINUM N.A.S.A. PORT ST.LUCIEFLORIDA 34983
16 0.19 IA 5TARTCOMPOSITE
BL 60G3-T6 ALUMINUM N.A.S.A. Tel.:(772)201-9919
�tILNAL I B COMPOSITE BLADE 6063-T6/LEXAN N.A.5.A. Fax:(772)673-0588
20 14 IC FLOATCEILIN TRACKSTACK BLADE 6063-T6 ALUMINUM N.A.S.A. WWW.JU5TSMUTTERfT.COM
� 2 CEILINGTRACK 6063-T6 ALUMINUM N.A.S.A.
i6 3 V/1/2'WALL MOUNT TRACK G06346 ALUMINUM N.A.5A
14 3A 2'WALL MOUNT TRAC 60G3-TGALUMINUM N.A.5.A.
4 RE TRACK 6063-TG ALUMINUM N.A.5.A.
5 RECESSED TRACK GM-TG ALUMINUM N A.S.A, pRppL1CT;
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A.
GA. ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A. SUPERNOVA
HEADER 'I I— 7 UNIMATE LOCK BLADE W/O LP 60G3-T6 ALUMINUM N.A.5.A.
0.14 7A UNIMATE LOCK BLADE W/LP 6063-TG ALUMINUM N.A.S.A. EXTRUDED ALUMINUM
ACCORDION SHUTTER
8 HO FEMALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A. LARGE 4 SMALL
13-#I OX3'HH 8R HD LOCK BLADE 6063-76 ALUMINUM N,A.S.A. IMPACTED RATED
BLADE SCREW 86 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.S.A.
410 STAINLESS STEEL 9 I•JAMB CLOSURE 6063 T6 ALUMINUM N.A.5.A.
9A 2'JAMB CL05URP 6063-T6 ALUMINUM N.A.S.A.
10 1/4-?X ANGLE6063-TG ALUMINUM
I I 1/6-2X ANGLE 60G3-TG ALUMINUM N.A.S.A, ENGINEERING:
0.19 12 W?IUL CARRIER PLATED 5TEEL/NYLON N.A.SA ENGCQ INC. CAa!!6
SILL 13 #I0X3•HH BLADE SCREW 410 STAINLESS STEEL N.A.5.A.
0 13A #I OX2'HH BLADE SCREW 41057 . . . 5595 ORANGE DR.201
14 0.44°OIAM.{IAT WASHER STAINLESS STEEL N.A.5.A. DAVIE, FL. 33314
N __ 15 0.4G'0 x 0.93'BUSHING NYLON N.A.S.A. 'Tel.:(954)585.0304
F 6 0.46.0 x 0.65°WHEEL BU5HING NYLON N.A.SA ENGCO@AOLCOM
14 18 14 19 PUSH-BUTTOM LOCK "
19 k 3V W"EM SPACER NYLON NAA.S.A.
15 �tlpyi a i4 21 570E MALE LOCK,4,l m ANGLES 6063-76 ALUM345 INUM ENA
'1�p•i���nrE ire�.1313A22A. STO MALE LOCK BLADE 6063-T6 ALUMINUM • N E F3A-A10X2HH 225 . STO LOCK KEEPER GOG3-TG ALUMINUM Opq A,.+��
-4 10 BLADE
NO:52609 }"L
A I O STAINLES^a STEEL 4j#
0.500 0.4 0
0.4 m a 3%0 ff STATE OF ff
¢ �� :0 r ttR•
o.zo 0.390 } f�`� a 44 0.03 '.,���,•�<„O R„I�P 1�•d•.
J— ! -1--
O O O N ,��/terfugif/j111•••
N
0 310 {V
T a JUL 3 0 2015
2 14-0.03'X 0.44"0
STAINLESS STEM En weer Seal
a ly/ v a o EL 9
d d FLAT WASHER ANCHOR sGHEDULE ro FedDe 6jueiredo-PE 52609
I6-.46.0 X.65' 15-.46'0 X.93• TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL:
0.50 NYLON WHEEL BU5t114G NYLON BUSHING
20-t/2.0X0.36• ��'"'_`174"3TW-'TAPCON-#NTd-SOOO"P5I,CONCRET_ J:.ZS__.__3S)_...,. PRODUCCR33Y1SED
NYLON WHEEL 1/4'ELCO ULTRACON'INTO-2700 PSI CONCRETE 1.75 2.5 FBOmIi9FNgwith thoFlorids
SPACER TAP" N i TO•"CONC €BL- _1 25 3.0 8+L1d+rgCode
1(4ULTR
rELG0 ACON INTO CONCRETE BLOCK 1.25 2.5 Aoceptma No aea J pT
Pspf ion lhtc ( 19
B
114-20X I ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE
1 00 0.875 3.0 /
51 14-20XI ALL POINTS 50 ID-SET INTO CONCRETE BLOCK O. 5 0D Comrol"
12 WHEEL CARRIER C LAG 5 NTO G= W t.50 (.
STAMPED 55 WITH D 1/4'-14 SELF DRILLING SCREWS INTO I/8°STEEL OR ALUMINUM 0.75 '
o NYLON WHEELS E 1/4'CRETE-FLEX 5252 1 TO 3000 P5!CONCRETE 1.75 3.0
rs E I 1/4'CRETE-FLEX 55q INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04/07/2015
NOTE5: W:rote 015TNCE 5NAIL BE BEYOND WALL PRESSING SCALE:NA
m t�TAAPCBON.114 �MIX#14 WALL
OW CAU BEMCI)(NFMACCOr 114•LArSCRONS DESIGN BY-PPMP
d
I--i.24--1
SHEET DRAWING N:
!I OF 13 15-14G
SHUTTER COMPONENTS MANUFACTURER
-
4.56 192 JUST SHUTTER IT iNc
of
4,54- Do
4
4,09" :4. 8 3.23 0.46
I.24-+-1,99- IL 61 2�85-
in 134 1 SW 5.MACEDO BLVD
0 FORT ST.LUCIE
co 0.17 -1 8 0
(V cj 2 . - Z FLORIDA 34983
cj Tel.:(772)201-9919
01(J5 �-I.23--� 3.21 -T d T c; rax:(772)673-0588
J IB-COMPOS
-1% 1 REafi WWW.JU5T5hUTrEPJT.COM
ION BLADE to ALUMINUM I UYAN BLADE
KL.111---I-L 9 UXAN POLYCARBONATE APPROVED 7A-UNIMATC W/LF
F�J�T 6 AS MR NOA 13-0717.01 7=
�-IJRIMATE WI�1WLOCKING BLADES M 41
I'1-STARTER xlO2UNG BLADES
PRODUCT:
4.61 1.83-1 0.51 SUPERNOVA
. 1: . L-- EXTRUDED ALUMINUM
130)
4.08 Z 'm W R A
cs 'j ACCORDION SHUTTER
LARGE 4 SMALL
L IMPACTED RATED
En 0.96
co
p-zc 85-ADAPTOR FILLER
cj J
- USE WITH 8 AND BA
14 1 C-0-05'FLOATING STACK MADE 0.07 a 64-7 RGni 1.99-';- ENGINEERING,
HEADSET TRACK C5
HEADER/SILL MOUNT UPTIGIOL -j- 3.00 ENGCO INC. CA 8116
0.132.1-INSET
-0.64 5595 ORANGE DR-201
2.1-INSET TRACK W/O RG 8A-MALE 111) 0.08 0.60 DAVIE, FL. 33314
ALTERNATE C" - HEADER/SILL MOUNT a-FEMALE HD LOCKING BLADE • Tel.;(954)$85-0304
END RECEPTIR T- LOCKING BLADE ENGCO@AOLCOM
M1�13�EITI 1 3.83
0 *
A 3A MD 30L I m
-1 0.10 RECESSED TRACK7-7 E FIAF
60- or
D 4LL-
a to
2.83 cj
-F 2.41- :j NO.. 2609
15 -1 .4 1. '. t L*
=A� 0.79
STA
0.79
.4
U.U7 0.06 TT 16
RG - - .' T-
UPTIONNI. ir 9D.HD"D CLOSURE
3A-2*BUILD-OUT TRACK
1).86 A
HEADER/BILL MOUNT cl OL 6
1.0
OR
T-Ij-
OR 3A.1-2'50 TRACK W10 2-70
S8 -10.61 RAIN GUARD(RG) 228.LOCK.KEEPER INSERT' - JUL a 0 2015
D.07 Im 22-FEMALE 5TD ZZA-MAL!571) L;,�11JAMDCQ5URZ
OPTtONAL LOCKING BLADE LOCKING BLADE Engineer Seal
Ilk Pedro Oe fievemedo-FE 52609
TRACK
U_��
WrjL mco _
0.125 3.70- MIAMI DADE APPROVAL:
3.I-I I/�50 TRACK W/O 0.25 9A-2'JAMB CLOSURE
RAIN GUARD(RG) 2.43 2.07 0.09 I PROMICIIMVISED
-1.0 as compift%rial the Florida
'::6 1.91
0.06 SWIding Code
A.epWw.No'jt. 13.07
By
-T C5
'a 61 r ci 21-I/I G-THICK ANGLES d�
Ll 60G3-T5 ALUMINUM ALLOY Man
L's SIDE CLOSURE USE ONLY
6 83ni
f7V
0 .4 0.07 0.07
a6l 3.36
_a 23 w; DATE:04/07/2015
I SCALE:NA
T GA-ADJUSTABLE MALE DESIGN BY:PFMr
'..13- -1129- G-ADJUSTABLE FEMALE HEADEW SILL MOUNT -2.D
0.95
37 HEADER/SILL MOUNT
AA-TRACK
S OUNLONLY 5HEET DRAWING#i
I- /81 THICK ANGLES I O�114-THICK ANGLES -I' OR 1.51 12 Of 13
1/ 15-146
IOG3-%ALUMINUM ALLOY =TG-AWhwQ
MANUFACTURER:
5ECTION x JUST SHUTTER IT INC
TRACK 2 OR 2A IN5ET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
BETWEEN WOOD TRU55E5 PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW JU5T5HUTTERIT.COM
0.63 0.62
1.251.2it
1^' 5,00�
I A N PRODUCT:
N
(4 PER RAFTER)
1/4-X 2 1/4 FH TAPCONS O SUPERNOVA
WITH 2' MINIMUM 1/49(5'6063 TG ALUMINUM PLATE
NUM
PENETRATION INTO WOOD ACCODION5H TTE
ACCORDION SHUTTER
LARGE 4 SMALL
' �5.00� IMPACTED RATED
nL
m 1/4'X5' OR 1/B-X5' 6063-T6 dT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO 1 a
= RAFTERS AT MAXIMUM 24' OC - ALTERNATE TO PLATE 0 ENGCO INC. cuenc
I SEE TABLE BELOW FOR SHUTTER 1/4'X2'X5°6063-T6 ALUMINUM ANGLE N 5595 ORANGE OR.201
_ C= SPAN & PRESSURE 1
I DAVIE, FL. 33314
1/4'-14X 2' SELF DRILLING SCREWS _ _ _ T.1.:(954)585-0304
-w z SEE SHEET 5•MOUNT TYPED ENGCO@AOLCOM
as ANCHOR TYPED FOR ANCHOR SPACING
ENgF,�� 't
4 O
N0. 2609
tn
STA OF
. c5T I/81X5.6063-T6 ALUMINUM PLATE
ALLOWABLE DE51GNED PRF55URE5 ALLOWABLE DESIGNED PRE55URE5
FOR SECTION X WNH 1/4'ALUMINUM PLATE FOR 5ECRON X WITH I/e'ALUMINUM PLATE ''•••.,,,,,,.,-i'"��
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED LI -5.00--�
SPAN PRf55URf(PS 5PAN M55URE P5F Ou AUL S O 2015I
IN BLADE IBLADE I B (IN) BLADE 1 BLADE 15c3TEngineer Seal
60 ±159 ±159 60 ±99 ±99 Pedro De Rgveiredo-PE 52609
72 i 132 +132 72 82 +82 ALTERNATE TO PLATE o0
84 ±1 13 ±113 84 ±71 t7 I I/8°X2'XS°6063-T6 ALUMINUM ANGLE c i MIAMI DADE APPROVAL:
90 ±106 ±106 -90 t66 ±66
108 t 88 ± 88 108 ±55 ±55 PRODUCTA6VlshU
126 ± 68 ± 68 126 ±47 ±47 B�nnde the Flotidr.
132 1 ± 62 ± 61 132 ±45 ±45 Aaccptyw - 5/3.0;
144 1+48,-52 +45-47 144 ±41 ±41 Unt��f9
162 +30,-40 +28,-33 162 ±30 +28,-30_] y
Y UnQo�Quc Cuntro�
NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
SHEET DRAWING N:
13 OF 13 15-146