HomeMy WebLinkAboutProduct Approval MIAMI-DAUE MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) 1?r �,�nRK•miamidade.eoy/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983 JuJ j 9 7 2_91x'
PER`,il IT T,6\,G
SCOPE: St. Lucie C;cunty, FL
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Thedocumentation 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 put-poses. 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 productor 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
Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 914-0708.05 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
CIOADE COU TY NOA No.15-0513.03
(7 J�• Expiration Date:08/14/2019
Approval Date:08/27/2015
08 f27�2oJs Pagel
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE:_ EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#140708.05
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 ofproduct 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.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.
my A.Makar,P.E.,M.S.
Product CoutroI 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 I5-0629:
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.SA. 's generic drawing(No.
I5-II3)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
Approvai Date: 08/27/2015
E-2
MANUFACTURER:
SUPERNOVA JUST SHUTTER IINC
1341 5V5.MACEDO BLL VD
EXTRUDED ALUMINUM ACCORDION SHUTTER
PORT
LARGE M 1551 LE I M PACT RE515TANT Tel.:(7 19
Fax:(7722))6773-053-05 88
.. WWW,J U5T5HUTTERT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCE:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE 5HU1TER:DESIGNED,CON5TRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
ACCORDION SHUTTER
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL
LARGE 4 SMALL
IMPACTED RATED
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DE51GNEO 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 V15113LE LOCATION STATING ENGINEEPING:
THE FOLLOWING: ENGCO INC. CAall6
5595 ORANGE DR.201
"JUST SHUTTER IT INC•PORT ST.LUCIE-FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTER Tel.:(954)565-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" .. ..._ _ SHEET -- - - -DESCRIPTION' - -_ - _- -- __ ENGCOQAOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDPD-13YA prrr•"•" .,�•
I TABLE OF CONTENT5,GENERAL NOTES,USER INSTRUCTION5 J�
PPOFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED ���� DE
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER 6OM'PONENT70 BEO F
USED. 2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLA55 ��' J,.•"' C. S"
SEPARATION TABLE 2 ,C r 4 F•'s-'t�
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORAS NOTED. - o. 5 609
3 TYPICAL SECTIONS A.B 1.132,133.54 WITH ANCHORAGE TABLES
G-FA5TENER5:A55EMBLY 5CREW5 AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT SET OP -0 STAT \F
DRAWINGS.INSTALLATION AND LOAD5 AS PER THI5 APPROVAL. 4' TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E 6 GH WITH ANCHORAGE TABLES •••%,sS/pNAt �Ca�;''�°
TO VERIFY THE FOLLOWING: -
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTION5 F,G 4 I WITH ANCHORAGE TABLESa••.... U•'2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH A5 BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE 7 JAMB AND CORNER 5ECTION5'J'
REQUIREMENT5.DESIGNED PRESSURE5 ETC. Engmecr Seal
7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE S FEMALE SECTIONS Z" Pedro Dc Figueiredo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTION5"M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS,'N' PRODIICTREVISED
FOR WIND LOAD HAVE BEEN USED. 83W-W9ingwith thcPlorida
Bulldinp Cock
I I BILL OF MATERIALS,ANCHOR SCHEDULE R BLADE ASSEMBLY. A=Vw)o No -o )3,03
s�dua
9
USER IN5TR.UCTION5: 12 COMPONENTS
I-DETERMINE PROJECT DE51GN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 5ECTION'X"DETAILS
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRE55URE ON TABLE I OR TABLE IA. DATE:04/07/2015
5CALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE 05ED AS
PER SHEETS 3,4,5 4 G.5ECTION5 ARE INTERCHANGEABLE.
SHEET DRAWING N: �
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I Of 13 15-14G
PRE55URE FROM GENERAL NOTES 4
�
MANUFACTURER
JUST SHUTTER IT INC
TABLE I TABLE I A 1341 SW S,MACEDO BLVD
MAXIMUM ALLOWABIE #I BLADE ' ' MAXIMUM ALLOWABLE #1 d#I B BLADES PORT ST.LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE i� 100 i t FLORIDA 34953
v,m Tel.:(772)201-9919
BLADE SPAN PRESSURE(P5F) BLADE SPAN PRESSURE(P5C} N ALL ALUMINUM BLADES Fax:(772)673.0588
INCHES NSG INCHES POS G ! t WWW,JU5T5HUTTERIT,COM
GO IGO ! 60 1 O 160
66 158 158 66 158 158 INTERIOR/EXTERIOR
72 144 - I4 72 144144
78 133 133 78 133 133 PRODUCE:
84 124 72-4— 84 124 124 INTERIOR/EXTERIOR s�
90 106 __FI 6 90 116 116 SUPERNOVA
96 108 108 96 t d8 108 i 1 1 COMBINATION EXTRUDED ALUMINUM
104 100 100 104 I DO 100 t 00• ALUMINUM I LF.XAN BLADES
rm BLADES CAN BE ARRANGED IN MAW ACCORDION SHUTTER
lob 93 93 108 93 93 n' � coMLNNAnoNs As RE0DIRED .. LARGE 6 SMALL
114 83 83 114 83 63 I 1B IMPACTED RATED
120 75 75 120 75 75 INTERIOR EXTERIOR
126 68 68 —1-2-6 -98—
f32 62 62 132 61 35 57 57 — G 1 ENGINEERING:
138 1 53 1 53
144 48 52 144 45 47 INTERIOR/EXTERIOR ENGINC.O ICAai7G
150 4 I 48 )50 38 42 5595 ORANGE DR 201
162 30 40 162 28 33 iB iB� iB� DAVIE, FL. 33314
----' —
I-ACCORDION,5HUMR BLADE 5PAR(INCHES)FOR ALL CONDWNI8 N j P`LL LEXAN BLADES ENGO)&AOL.COM
2-PRESSURE.ULAkGN iMND LOAD{t5p1 SB IBJ/ �rirytrCrsrrq+i�
3=UNEAR INMOVLATION 15 A=MADIE FOR DESIGN WAND LOADS AND BLADE SPAN 5MVCEN I�t+�''DC / 4��
TAD
I,AATEII,VAU)ES. INTERIOR/EXTERIOR . . F
4-ttSE YAEIE IAVrnEH Q`iE ORMORPTYFE tomC DEISLtSEp `+A
S•BLADE REVD.RSM INGTAUATION LS AUMW FORALL MOU?MM CONDMC)Ns P Q ,,......�j%
TABLE 2 4 +No. 2609 �'=
MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CRO55 5ECTION o
A,B,C,D,E,GH X fy STAT
-t TOP TRACK GLAZING SEPARATION (INGHE5) y�'�� ,�OR I
BLADE TYPE BLADE SPAN /ONA4���
<-GO' <-104* <-162•
ALUMINUM 2' 2 3/4' 3.125' JUL 0 Zdl�
z Mi, GLus ALLELLVATION5 Cngmeer Seal
~ << N' sFwAnw Pedro De Figeen'edo-PE 52609
LEXAN 3' 3. 3'
o N L, M, N a <=3(P ELEVATION MIAMI DADE APPROVAL:
"� '< g LFXAN Z t/8' 3" 3" ORODUCTRPYTSTii)
J as o mplyiog widTlhe Florida
r- >,W E EVATION suilding cod,
H NOTES: �Ihle D No _O�✓'/3.03� .
I•SEPARATION FROM GLAZING AREAS SHALL BEM' RED FROM
GLA7ING SURFACE TO WE INNER M05T BUADE OK LOCK5URPACE. ny
Z 2-GLASS SEPARATtOH 15 AFRtCADLE PEKTHE iIVnZ(OP47NARD AJID TNlmtID edaet Carilro
1 M DADE COUNRES).
a•WEN
e+snurrFx Is AssvaBLED Wnm Dorn TYPES or BLADES THE
LARGEST GU.SS SEFARATtON SHALLAPFLY.
DATE:04/07/2015
A,B, 2,B3,84 BOTTOM TRACK SCALE:NA
C,D,E F 6,1.0H DESIGN BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING#:
2 OF 13 15-14G
1
MANUFACTURER:
TYPICAL SECTIONS A.131, B2,83,B4
AND ANCHOR SCHEDULE — —, 1/19 JUST SHUTTER IT INC
SECTION A 1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
1/4-20X1/2' HHMS W/NUT a i AT 12' OC 1341.5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT S2'OC w r^ PORT ST.LUCIE
HEADER OR SILL I6
OPTIONAL FLORIDA 34983
2,2A-\ 11 roan I SECTION A Fax:.(772) 88
�- 6 ADJUSTABIf TRACK )G73-05
ON REVERSE ANGLE WWW.JU5T5HUTTE?JT.COM
ro EMBED. w 51LL ONLY
-
N$ ANCHORS DESIGNED
}°° N{y4 6A o� AS PER SECTION B4 PRODUCT:
ANCHORS DESIGNEDazi 30 } w ON TABLE BELOW
AS PER SECTION A wo SUPERNOVA
x a EXTRUDED ALUMINUM
z
1/1B ON TABLE BELOW ACCORDION SHUTTER
= N :t • 1/4-14X1"GR5 SDS OR • LARGEGSMALL
,•.r••- •: 1/4-20X3/4' PDMS W/NUT
w a SPACED AT 5'OC "i EMBED. IMPACTED RATED
SECTION BI s
y 1/1 B 'A°TRACK ON ENGINEERING:
REVERSE ANGLE _
c"Av SILLONLY ENGCO INC. CAB116
_l - •�' ¢ 1/1 H 5595 ORANGE DR.201
I lI w�U ANCHORS DESIGNED tai SECTION B3 DAVIE. FL. 33314
tr
AS PER SECTION BI m #1DX3/4' TEKS
DJSTABLE ON Tel.:(954)585-0304
4 AT 12' C TBENGCO@AOLCOM
STD.ANGLE
--
m SILL ONLY
meq,
DE
1/4-14X1'.GRS'SDS OR me I I 6 ANCHORS DESIGNEDl�+(/�(.''.,
1/4-20X1/2' HHMS W/NUT EMBED. r I h ? wz AS PER SECTION B3
SPACED AT 12'DC ON ?ABLE.BELOW �O
2609
-I I 6A I a STA F tV
a ]0 '� EMBED.'-"-11
u w ANCHORS DESIGNED
w a 1/1B ,'r'� AS PER SECTIDN B2 1/4-14XS' GR5 SDS DR
= aJa 16 r� ''' DN TABLE BELOW 1/4-20X3/4' PHMS W/NUT
F OPTIONAL t W o SPACED AT 5'OC IUL 3 0 M5
�0D 7 EN,me r seal
z 1 MAX. BLADE SPAN IN INCHES
w L Pedro De F,j=e do-PE 52609
4 11 i EMBED. SHEET 11 FOR ANCHSEE ANCHOR SCHEDUR TYPE
OE N MAXIMUM ANCHORAGE PRESSURE(P5F)
OMIAMI DADS APPROVAL:
BASED ON SPACING IN INCHES ON CENTER
SECTION B2 ANCHORAGE SPACING 162 1 132 108 1 84 60 PRODUCfREVISED
1/4-14X1' GR5 SDS DR A TRACK s E EI E EI E E1 E EI E E7 es complying with the Flawida
1/4-20X1/2' HHMS W/NUT III Code
SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93' 46 124 60 160 84 A xepuncoNo 1 - S/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 1541160 70 160198
A.61,B2 8 40 40 62 62 93 81 124 105 160 14b F.—_
on Dnro c
B3,B4 b 40 40 62 62 93 93 124 124 160 160 ay
MAX. BLADE SPAN IN INCHES 4 40 401-62 62 93 93 124 124 160 160 uc Cantro
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5 F) BASED ON SPACING IN INCHES ON CENTER
SCALE:NA ANCHORAGE SPACING
162 132 108 84 60 SCALP:NA
A Al B IBI IC ID I A JAI JB IBI C ID A Al B Bl C D A Al B B1 C D A Al B B1 C D DE51GN 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.B1,82 8 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 N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 ]O1 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 B AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
'= PLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Pax:(772)6730568
ON TABLE BELOW YtWW.JU5T5HUTTERIT.00M
$
313A
Q¢ PRODUCT:
1/1B SUPERNOVA
w Sao D(TRLIDED ALUMINUM
ACCORDION SHUTTER
rroo
OPTIONAL -_ „�-tn, IMPACTED RAD
ANCHORS DESIGNED Y
AS PER SECTION B z 1/1B
ON TABLE BELOW = a SECTION C
y WALL MOUNT WITH ENGINEERING:
HEADERO 5LL ENGCO INC. cAett6
5ECTION B 5595
BDUILT-OUT ON A
V
I
S,
FL. 3 14
REVERSE ANGLE a EMBED, ,�„ el,: 954)5853 304
HEADER OR 5ILL ? .__ .... _ _._. ..._.. _.. .. _.. - -- ENGCOQAOLCOM .._ .
1/4-14X1' GRS SDS'OR 3 3A '' �� �`
1/4-20X1/2' HHMS W/NUT N _ � �p t� \1 S4P PO
SPACED AT 12'13C N
Q�No. 2609 ..t
° ANCHORS DESIGNED
AS PER SECTION C' p} ST �tV
ti ON TABLE BELOW y'P�
. .�'css�ONAL ���•''���
MAX. BLADE SPAN 1N IN5A �xm-A
""'•'•"'����
SEE ANCHOR SCHEDULE
SHEET II FOR ANCHOR TYANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER JUL 302015
ANCHORAGE SPACING 132 108 84 60 Engineer 5eal
Al B Bl C D A Al B BI C D A Al B Bl C D A Al B BS C D Pedro DePigoaredo-PE 52609
.14 40 -- 40 40 40 40 62 16 62 49 2 49 BI 22 86 60 1 60 104 29 110177 1104177 145 40 1 5 1 146 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL;
B&C 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 51 124 111 124 111 160 71 160 156 160 155 PRODUCT ItEVISED
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 ooanplyingwiththe Motida
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 A=ptgCoda
Atx¢ptmce No 05/3.03
E>K-dw�
Data; ¢ 2o�t�
MAX, BLADE SPAN IN INCHES
By
Control
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5F)
RASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 108 1 84 60 DATE:04/07/2015
s E I E1 I E I EI E E1 E EI E El SCALE:NA
14 1 401 31 1 621 38 87 46 112 60 157 84 DESIGN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 160 98
8 8 C 8 40 40 62 62 93 771124199 160 138
6 1 401 401 93 88 124 113 160158
4 40 40 62 62 93 B4 124 108 160 151 SHEET DRAWING#:
4 OF 13 15-14G
mAmurAcTuREF,
ANCHORS DESIGNED TYPICAL 5ECT(ON5 0,E 4 GH ANCHORS A DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D
ON TABLE BEL13W AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW 1,341 5W 5.MACEDO BLVD
w(ED) DOE PORT ST.LUCIE
DISTANCE ED' EDGE FLORIDA 34553
D
H
W
GE
w ED E0. DISTANCE Tel.:(772)201-9919
(772)673-0588673-0588rax.
......... 6A Www.ju5T5HUTTEmTCOM
v*'LEG
2,2A TRIMMED
#I0X3/4' TEKS IA
x 7� a V/LEG PRODUCE:
AT 12' oc rTRIMMED
1�110111111TDIWI
(ED) EDGE SUPERNOVA
T- TRACK 2 OR 2A A 2
=kDEPIOR51LL DISTANCE EXTRUDED ALUMINUM
I t ACCORDION ShUTTER
CL I . LARGE 4 SMALL
SECTION E IMPACTED RATED
ANGLE INSET MOUNT lb ML I
W Nr]
EfIVA70EROR SILLL
1/4-14X 3/4' TEKS
SPACED AT 12'13C
SECTION GH ENGINEERING.
wz
ENGCO INC. CA511C
y my
AS PER SECTION E
AOJUSTADLE VOlUMTT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER I 54LL DAVIE, FL. 33314
el.
p54)555-0304
ON TABLE BELOW- rNGCO@AOLCOM
3,:3A
SPACED 1/4-
101' GR5 SDS OR
1/4-20XATI/2'121H0cHMS W/.NUT. E Fj
fQa.No. 2609 NO!
vxi Ldl
.0
ST OF
A
MAX, BLADE SPAN IN INCHES AL
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE JUL 8 0 2015
MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 1 60 room"r Swl
A B 16211321109 84 60 Pedro De I'vvewedo-FE 52GOS
C D A A B s E E
16 2 27 _��D A B2 C D A B C 11)
B C
0 ��4 3 JB
5 25 1
�rj [-- 120 34E40
31 0 172 36 143 16 53 74 MIAMI DACC APPROVAU
2
SECTION 12 30 36 21 31 144 22 126 45 54 32 5111 169 134 41% 97 41: 7 1-2 371 451 55 71 99
67 80 1 61 5Z
10 40 26 32 =� I 6F 132 139 32 -1 19
:fS 6
?6t I I O-3T5 1 71 6 40[ 621 83 106 14
67 4 4 --d- PRODUCTREVISPI)
go 93 82 I"g
6 4 R 1
6 40 4 40 40 35 40 62 4
162 143 152 90 9 53 6 J1.51124 168
9 93 -�q-, 92 �60 -1 93 124
40 4D 40 62 162 162 162 93 4 401 621 93 124 160 BailOiagCodo
22 21 1 32 2n I-- I 35 IAl IPA !24 I 49 158 13634 11 22 27 33 4 60
9 26 1 27 32 20 34 1 39 24 .23 1 43 151 131 130 1 60 171 144 42 -9 27 33 41 5? 73
SECTION E -9- 25 -3-0- 31 36 22 21 30 1 44 27 126 1 49 157 135 JL33[68 80 47 8 30 37 1 461 59 82
— — 4� r 40 50
-9- 34 7T9 24 12-1 4�l 30 -Ea- 3 '5 62
4 Q -4-6 -d-6- 62 45 "2i-P -ip_R2 Z) IbL' --— 78 109
89 J. 97 1114170 167 1 1361161 .4 40 6' 115
12 -- -- 23 -- 2 20 41 48 30 28 12 --
22 27 35 49 9 20 24 25 2 — 3 23 21 39 46 29- 2 64 1 37 --69- 24 30 37 41 A66 DATE:04107/2015
23 1 27 1-- 2-- 19 34 40 -T5 i�3 44 51 33 307�1 i? 1 T2 P49 271 34 41 ? SCALE:NA
SECTION IVN UH 8 -- 2B 33 1 73 4
30 1 36 1-2-3 21 37 144 28 25 4-6 -:fi- 59 169 43 40 1 J32 196 i161 '56 1 6 -371 45 1 55 71 9 DESIGN BY:PPMF
6-8 47 88 1103 65 60 1 1231144191 84 1 4 74
40 1 40 134 31 56 162 1 7 1
7 103
51_-- 4 103
SHEET DRAWING#:
5 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 G, F AND I
AND ANCHOR 5CHEDULE JUST SHUTTER IT mc
F
= 1341 SW 5.MACEDO BLVD
1 1/1 B FORT 5f.LUCIE
z _ FLORIDA 34983
a I/IB B ix g a SECTION I Tel.:(772)201-9919
y rW- N RECESSED MOUNT Fax:(772)673-0588
s- w� n 51LLONlY WWW.JU5T5HUTTERIT.COM
x a
#IDX3/4' TEKS =
ul
w AT 12' oc
to PRODUCT:
5ECTION G '_� ANCHORS TYPE
ADJUSTABLE MOUNT A, B, C OR"D
v=i SILL ONLY EDGE CLEARANCE(EC) SPACED AT 4B'OC SUPERNOVA
1 INTO CONCRETE—4°(3000 PSI CONCRETE) L- APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
ms I- INTO WOOD=2 112-WOOD 5G:0.55) t�. (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION 519)TTER
INTO METAL:2'((OG.°.i6A1NDRA5RAA9GMW CLEARANCE ''LARGE 4;SMALL
IMPACTED RATED
y (ED) EDGE
.t:?F• DISTANCE
STANDARD LOCATION _ 2 '.ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G A ENGCO INC. G 8116
ON TABLE BELOW (ED) w� AS PER SECTION G1
EDGE w ON TABLE BELOW 5595 ORANGE DR.201
DISTANCE -1 l/IB DAVIE. FL. 33314
.... _... .._..I. ALTERNATE (ED) --.� . -...- __. ._... I<.._ - ._ .. SEGTIONF _.. .- -.-- .-.. _. .. _.... TOENGCOQAOL.O0M4
EDGE DISTANCE ~ ti 'A�TRACK INSET MOUNT
M w SILL ONLY , IIIIpI/DE r�/G
n
2 J '
w w ENS
ANCHORSDESIGNED
~ AS PER SECTION F
i '�`" I ON TABLE BELOW ; No. 2609 ;
STA OF ty
��.
FI e4eIIIIIIIAII
La
(ED) EDGE JUL 0 7.015
DISTANCE w
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON Egmcer Seal
Pec4o De R ueuedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) 13A5ED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 1 108 84 60 162 132 108 84 60 MIAMI DADE APFROVAU
A B IC ID A B C ID I A III IC ID I A IB IC D A B C D s E E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 2 32 -= -- 38 45 27 26 16 -- 2L16
33 46PRODUCC REv1s[n
2 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 2 44 62 as Implying with the FlcridnSECTIONG 8 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 9055334 4 66 92 DuildingCorte
40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 5 88 123 AcaplmueN4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 5 93 ExpIrDsion /— .i�z-,/9
1 26 34 1 21 35 42 -- 25 42 51 23 31 55 66' 29 40 76 93 41 55 16 35 43 53 95 M(mdDad oduGCm�troi
SECTIONS 12 36 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 59 70 90 127 1
Gil F 8 40 40 30 40 62 G2 37 50 85 93 45 62 109 124 58 79 153 160 81 1 11 8 40 62 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 ]24 77 lOb 160 160 108 148 6 40 62 93 24 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 .160 160 160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:PPMF
5HEET DRAWING No
G OF 13 15-146
i
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER!T INC
JAMB AND CORNER SECTIONS J
OPTIONAL
SEALANT 1341 SW 5,MACEDO BLVD
- PORT ST-LUCIE
ANCHORAGE TO WALL SECTION J MIN. C3) ANCHORS FLORIDA 34983
IS NOT NECESSARY TYPE A, D, COR.D Tax.:772) 201 OSW
JAMB CL05URE 4' FROMS ENDS SECTION J I Fax:(?721 673-0588
s WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE WWW,JU5T51lUTrEFJT.COM
11 INSET MOUNT
N SDS to
TOP B I
9 8A TOP AND BOTTOM IXBEUFffM--y PRODUCT:
IA TRACKS Ii
rll�_ W 5UPERNOVA
ENTRUDED..� _ NUM
ACCORDION SHi
UTTER
> t„� LARGE 4 SMALL
IMPACTED RATED
L—_✓ a
'[1( u ENGIIIN'EERING/ INC.`-TpP & BOTTOM TRACKS ENGCV iVCCf bi t6
5595 ORANGE DR.201
•, DAVIE, FL. 33314
—. _..
el.: 5 555-0304
.. .. .... -. .:ENGCO@AOL:GOM ... ..
1B
0""t..r.*""'.+ .
ANCHORS TYPE aa``'a11,��M E
Q
A, B,'C ORD s`4EliS�~a, L.
SPACED AT 24'OC i No 52609 _�3
w
m
(ED) EDGESTA
W DISTANCE -P <y
eo ca. SECTION J2 '.0 ;.
' JAM6 CL05URE "-ZSj ••�LL�+aa
ANAL
BUiL7-OUT MOUNT
21 OR 11 JUL 3 0 2015
#10X3/4' SS SMS OR
31I6' POP RIVETS En mdraeal-X52609
1A SPACED AT 24'Oc SECTION J3 eeatiOcF�vao
CORNER CLOSURV
> MIAMI DADE APPROVAL:
_..._ PROOUCTREVISED
....- ae edntDlYlnB xitit the Flotidv
Bu{Iding T,IDQe
eavptw�ce No
[on Dat-
-
cu (Cf
rm p-f�, �
tgtNn{ ac CDn�
DATE:04/07/2015
SCALE:NA
1 1 7 OR 7A 0E51G14 BY:PPMF
1B 1B (19) PUSH BOTTOM LOCK
! LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIVE
SH E1 DRAWING 1/:
7 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTIONS JUST SHUTTER IT INc
HD LOCK 5ECTION5 L
1.341 SW 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:,(772)201-9919
Fax:(772)673-0588
W W W.JUST5HUTTERTT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY PLACING LOCK WW-
INSIDE OR OUTSIDE A5 REQUIRED, o_F LOCK BLADE SECTION
y r-W w CLOSE POSITION PRODUCT:
JAN v7
�Q SUPERNOVA
a
y Ld w ) - PXTRUDED ALUMINUM
ACCORDION SHUTTER
L J LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
. ENGCO INC. CA BI I6
1 1 5595 ORANGE DR 201
1B IB DAVIE. FL. 33314
Tel.:(954)585-0304
.. ....- ...-. . ..... .. .. .. .. .. \ BA - .. .. ..- ENGCO@ACCCOM
8
6� ''/rle'rrpuv„np,�,
DE F/
_ ��P��Q40,a�CENB�•.��••�t
COMMERCIAL MORTISE LOCK W/ •Q /' + -
EXTERIOR KEY OR THUMB TURNNO 52609 =�
AND INSIDE .THUMB TURN ANCHORS TYPE . *.
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24'OC ` 1
z STA OF 1
ALTERNATE 5ECTION Lt ���'ti R� Qp,• ���,
LOCK BLADE WITH '•4�t{r•'"•..�.., (���.P
SECTION L STARTER BLADE SECTION IA ,•S/O ~��
LOCK BLADE SECTION _ a�- --yl •' ����NAL r�rpp�
OPEN FO5rnON I
,II►L 3 0 7.015
E 2 L �, F,gmeer Seal
Pedrp De Pigvarcdo-PE 52609
W
a
ti MIAMI DADS APPROVAL:
c+
PRO'
DUCTRBVISDD
N as oomplyin6wllh the Ploridn
B�164 Code
AccepWnec No 5-
Bxpi ionl)'a 0 19
SA BByy
6A B NOD ucl nl[ol
8 1J IB
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:FFMF
AND INSIDE THUMB TURN
ICOMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8
IB•_/ EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN •SNEET DRAWING!!:
INSTALLED ON SHAPE 8 8 OF13 15-146
MANUFP'GTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK SECTIONS M
%-4
PPLICABLE 1341 5W 5,MACEDO BLVD
OSITION FORT ST.LUCIE
CK FLORIDA 34983
Tel.:(77.2)201-9919
Fax:(772)G73-0588
-vu WWW.JU5TSHUTTERR.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z Al SECTION M PRODUCT:
INSIDE OR OUTSIDE A5 REQUIRED. a F LOCK BLADE SECTION
NaW
CLOSE Posmol,
SUPERNOVA
(= EXTRUDED ALUMINUM
Li w ACCORDION 5HLTTTEK
rn w LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. CA811G
N° 7 OR 7A 5595 ORANGE DR.201
_ DAVIE, FL. 33314
954)
._. .1 J .. -._ .... ._ .._ .... .. .. .. .... _. TeENGCO@AOL.C,O M
1B 1/4-20X3/4'THUMB SCREW
LOCATED ON ACCORDION `
INTERIOR OR EXTERIOR SIDE I/4X1 1/2 PULL PIN U)P`r,D�•FIG,
•
7 DRILL AND TAP.DPPOSITE INSIDE OR OUTSIDE drC P` ••
6 3R BLADE TO RECEIVE SCREW g�E Nq
C 19) PUSH BUTTOM LOCK'
LOCATED ON ACCORDION, r Flo.52609 :�•-
INTERIOR BR EXTERIOR SIDE ]
ALTERNATE SECTION M I -o t a
STA OF
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SECTION FA •:. •.•.. STARTER BLADE SECTION �g�.t�':;� U 1QP,•;� p•
LOCK BLADE SECTION ••• +.�,,,R .. ,,G,���
OPEN POSITION. ••S�ONAL,�'���/'
ANCHORS TYPE
A, B, C OR B Jul- $0 7.015
7 OR 7A SPACED AT 24'OC
Engineer Seal
Pedro De FTguevedo-PE 52609
7 OR 7A lA CI LdQVT� MAMI DAM APPROVAL:
a PRODUCTRF,VISm
8 int 3O dwilh tho Florida
Ac4:'ngCade
t m 7 OR 7A AEgii n Delo 0 I 51 o Q
03
I'Mcd
BY 'Y
de d�iLon ro�
1B
PUSH DUTTON LOCK 7 OR 7A
LOCATED[IN ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE;NA
DESIGN BY:PPMF
1 l
IB I� 1B
SHEET DRAWING N:
9 OF 13 15-14G
MANUFACTURER:
TYPICAL hORIZONTAL 5ECTION5
5TD LOCK 5ECTION5 N JUST SHUTTER 1T we
1341 5W 5.MACEDO 13LVD
FORT 5T.LUCIE
FLORIDA 34983
Tel.:(-172)201-9919
Fax:(7�2)&73-0588
[IN51:D:E
SHUTTER CAN SE LOCKED FROM WWW.JU5TShUTrEMT.COM
OR OUTSIDE BY PLACING LOCK 5ECTI0
OR OUTSIDE AS REQUIRED. N
z N LOCK GLADE SECTION
CLOSE P05VION
01-W PRODUCE:
L311.1" SUPERNOVA
v y EXTRUDEDALUMINUM
ACCORDION SHUTTER
LARGE b SMALL
IMPACTED RATED
ENGINEERING;
cu
L 1
EN6CO INC. CAstt�
5595 ORANGE OR 201
1B LB
22A DAVIE, FL. 33314
Tel.:(954)585-0304
. 22 .-. ENGCO@AOL.COM-
6
22D
�rrprrwar.ayp
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g No 2609 ;
ANCHORS TYPE
A. B. C OR
. .SPACED AT E4'OC =�0
SECTION N ALTERNATE 5ECTION N I ?�'ti� ;0R Pwu°��1yyy`
LOCK BLADE SECTION LOCK BLADC 4TH �'t�ss •�tiyyyy
OPEN P051TION STARTER BLADE SECTION I A
���.�f ���aurrrarr
JUL a o 2015
34 2.T5--
Cngineer Seal
Pedro De F;gucvedo-PE 52609
a MIAMI LADE APPROVAL:
��UcraevlsBn
a - bWIdif ,& the Pioadda
A�nIeNo 5..o$ 3.a3
wnWteo t�
22A m
22 M�"' ua Coni7o
22A TB 22B DATE;04107/2015
22 SCALE:NA
DESIGN BY:PPMF
T t
!B LB
SHEET DRAWING H:
I O OP 13 15-146
MANUFACTURER.'
TYPICAL BLADE ASSEMBLY
13
BILL OF MATERIALS JUST SHUTTER IT INC
ITEM DESCRIPTION 1341 SW S.MAC=BLVD
12 13A I 13LADE MATfRIAL MANUFACTURfK PORT ST.LUCIE
GQG3-Tr ALUMINUM N.A.5A-
'16 .19 1 A STARTER BLADE G00� ALUMINUM NA.5.A. FLORJO�k 34963
113 COMPOSITE BLADE -TG LEXAN N.&5,A. Tel.:(7,72)201-9919
20 T-Ti IC FLOATING STACK BLADE 60@3 T6 ALUMINUM N.A.S.A. Fax:(772)673-0588,
o I — —
CEILING TRACK 'ALUMINUM
UM wwvv.jp5T5HuTTrprr.com
26 N r
ALUMINUM
ALUMINUM
G ALUMINUM
Go ALUMINUM
7 ALUMINUM
M'NUM
G ALUMINUM
ALUMINUM
IN_
I UM
1M
6 G�T U
" G�TG ALU
GOG TG�ALUMIN�UM N.A.5.A.
14 .3 UZ WALL MOUNT TRACK COG34G ALUMINUM NAZA. -
IB- 3A I TRACK6063'-TG ALUMINUM N.A.5.A.
L
4 AL
GOCXTG ALUMINUM M&5.A-
5 RECMED TRACK "-T4 AL
GQGZI�TG ALUMINUM N.A.5.AL . PRODUCT:
G ADJUSTABLE FEMALE TRACK I 'T6 NUM N.A.SA.
GA ADJU5180LE MALE TRACK `;Orl"Trl ONNUM N.A.S.A.
)1EFiDER I` 7 -UNIMATE LOCK BLADE WIO LP AL N.AZA- SUPERNOVA
WG3-TG ALUMINUM
0.14 7A AL
L"N't A(I U` GOG3LTG ALUMINUM N.A.S.A. OITIZUDED ALUMINUM
5 F6rEMALC LOCK 13 ACCORDION SHUTTER
LADF (.063-TC ALUMINUM N.A.5,A.
HD MALE LOCK BLADE _T AL '.U. LARGE 4 SMALL
6()63-TG ALUMINUM N.A.S.A.
AL
13-#IOX3'hh 815 HD AD. OR FILLER GOG34G ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW El I'JAMB CL05URE 6063-T6 ALUMINUM N A.5 A.
410 STAINLESS STEEL
9A 2'JAMB CL05URE GUE;546 ALUMINUM N.A.S.A.
10 1/4-2X ANGLE G063 AlUMINUM N-A.5.A.
11I/8-2X ANGLE 606346 ALUMINUM N,A.5.A.- ENGINEERING:
.19 12 WHEEL CARIIJCR PLATED STECU N NAZ.A.
13 #I Q&11H BLADE 5CEW— 410 STAMLES 5 ST ENGCCI INC. ..,4
EEL N.A.S.A.
-13A I #IOX2!HMBLADE 5 W -41U,9TAINLF555TEEL N.A,5,A. 5595 ORANGI!DR.201
14 0.44*VAM.FLAT WASHER55 57CM N.A.S.A. DAVIE, FL. 33314
15 0.44V 0 x 0.93"BUSHING mx— N.A.5.k fcl.;(954)585-0304
16 OAG-0xO.G5•WHEEL BUSHING NYLON N.A.5.A. CNGCO@AOL.CQM
4 18 14 15 5H-13UTTOM LOCK
20 1/2x 3AP WHEEL 5PACER
16'5 NYLON N,A.S,A-
tpllmx
D.14 21 I/16"-IX2,IX?-5,IX4.I—.SX3ANGLES -COG345 ALUMINUM N.A.S.A.
13 1-3A- ,' zz* 5TD FEMALE LOCK BLADE6063-T6 ALUMINUM NA5.X
I3A-#IOXTHH 22A,- STD MALE LU(A MADE E
I GOG2-IG ALUMINUM N.A.5.A.
BLADE SCREW 225 51D LOCK KEEPER f�LybI-Tr.ALUMINUM N.A.5A. Z%-
.4:C
4 10 STAINLE55 STEEL
No.52609
0.500
460
0.20 40
0.390 Q 44 0.03
. 1 $� F 8 , 1. .1 --1--
Cl 1Hci u
C3 cs
3 0 2fll5
2 P. 14-O.OXX 0.44"0
d C5 cs STAINLESS STEEL En,3,mec,5"1
ci FLAT WA511ER Pedro Da riguatredo-PC 52GOE,
ANCHOR SCHEDULE
0.50 15-4w 0 X-93i
NYLON WHEEL BUSHING NYLON BUSHING TYPE- DESCRIPTION EMB f;D. MAMt DAVE APPROVAL:
f4
20.112.0X0.36' A 1/4'IIWTAFCON INTO 3000 P51 CONCRErIf 1.75 3;0 PRODUCrRnytSrD
NYLON WHEEL 1/4,ELco ULTRACON IN 2700 PSI CONCRETE
SPACER 1.75 26 as cm0ying with the Florida
A! 1/4'fTW lArU)N INTO GONGRfflf BLOCK 1.25 ;0 Buffdiq
.Code
/4'FLCO PAC N INTO CONCRETE BLOCK, Am%I mcaf4o/5-2.51
1.25 2;5 d__3.0 3,
0 Asp#
._�jq
* 114-20X ALL POINTS SOLID SEF INTO 3.0 K51 CONCRETE 0.575 3i0
51 1/4-20X!ALL POINTS bout/-5FT INTO CONCRETE BLOCK 0,075 ;0 a
C 1/4'WOOD LAG SCREW INTO G-.55 Sy0po 1 .0
12-WHEEL CARRIER L
STAMPED 55 WITH D 1 4 57 DRILLING SCREW5 INTO I./aI&TEEL OR ALUMINUM 675
NYLON WHEELS If "TE FLEX 554 IN I u 300u v,�,i�� N �6g 1.75 3;0
1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3;0 DATE--04/0712015
UOTM: ED:EDGE 015TANCt SNAIL BE BEYOND WAIL DRESSING SCALE:NA
rmD4m0CDMfNT 6*L BE BnVIII)ImALL omsair DESIGN BY.PPMF
CID 114*TAFCON.1/4*CgM-r=#14wOQvsCREw50ArjccLreottigff%Aci!or 114-IMSCRIBA5
[--H1.24
DRAWING#:
L I I OF 13 15-146
5HUTTER COMPONENTS MANUFACTURER:
4.56 3.92 JUST SHUTTER IT INC
4.54 OB 3.23p 'm 4,t}B 74.
, 1.24 1,99 O.dt 2.85 0.,6 1341 5N 5.MACEDO BLVD
Om PORT$T.LUCIE
<67i1 Ci ci g 0.97 0 a FLORIDA 34983
Ci� '• o �,�._ 2 Tel.:(272)201-9919
ph 3 21 o Fax:(772)673-0588
p, 1.-3 15-COMPOSITE L 48 `n WWW.J.5T5HUTTEMT.COM
I-0.05°ACCORDION BLADE N�-%�c o ALUMINUM/UYAN BLADE 2.04
ci- LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
i.45 T AS PER NOA 13-07 f 7A 1 7-UNIMATE tWJO LP LOCKING BLADES 0.41
1 A-STARTER,BLADE XL102UV LOCKING BLADES PRODUCT:
4.61 S
� I.$3� a51 2.31 -" I UPERNOVA
4.0 6 4y� 1.77-• .51 w N m Q i$ m EXTRUDED ALUMINUM
gyp. Q -��--•� `1.56 ci o .. ACCORDION SHUTTER
LARGE 4 SMALL
1f7
0196 `� - ^-L---F--- IMPACTED RATED
--
o --- -- -� cmil o m m a 86-ADAPTOR FILLER
3p I C-0.05'FLOATING STACK BLADE a 61 _Y 0 rt n m USE 1A4Tll 8 AND BA
0.07 ENGINUpkINGI
$-INSET TRI KW/RG PTIDNAL C5o
PLEADER/5 U.MOUNT 3.00 ENCCO TNG. GA8i i6
0.08 -0.64- 5595 ORANGE DR.201
O,i3 2.1-INSET TRACK W/O RG 8A-MALE HD 0.09 a 60 DAVIE. FL. 333 14
KALTERNARECEPTE TOR CALK - HD 8-FEMALE HEADER/SILL MOUNT ,,_, ,, LOCKING BLADE TCI.:(954)585-0304
END
. APPLICABLE 70 �- 3.83 LOCKING BLADE ENGCO@AOL.COM
7
...{�-, TRACKS 3,3.7 .
3A AND 31Li ir)
_I O,ID o ppm a " N 5rPECE55MTRACK yBy)'y nDE,F �•
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EN
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2.41 . _0110
2.83 m 0.06 •�'. O' i• N O. 2609\%
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0.07
Ra °i 0.06 Q 2.2D :"QAy%F P i W yyy
0 3 OPTtnNAL ..n K 'o m t4 `•�0 R 10,,,'"`��p
cs o 0.e� HEADER/SILL MOUN3A-2-BtJJLD-OUT T CK 8 8 Q 6 d sB nDJAMBCLoSURi o •+;rye/pNAL1. ��
OR ._ 3A.1-2-EO TRACK W/O 2 70---►)
.58 -•j0.61 RAIN GUARD(RG) 228-LOCK KEEPER INSERT
22-FEMALE STD 22A-MALE STD 9-)'JAMB CLO51ME JUL 3 0 2015
D,07 RG LOCKING BLADE LOCKING BLADE T O
3-1'///[BUILT-OUT TRACK OPTIONAL -.L._ o Pcdro De 3igvceiarS&PE 52609
HPnDERl51LLMOUNT 3 70--►�
BO TRACK W/O 0.Las 0.25 Iv11AMt DADE APPROVAL:
RAIN GUARD(RG) -2.43- -2.07 9A-2-JAMB CLOSURE
0.86
1.91 0.09 � Oc oply�mgRwl��sh FluriAa
0.6t . 0.06 8uiidiagpoda
l Atecpinnoe No 5.0 MOT
0.86 m N vmi cmi o°i Z x Z X 1:>q41DloiA_J�
o�
a
0.61 Qfl m 5 o n { £� _ El � 21-1/1 G'THICK ANGLES AM+ Comm
o .L 00 00 ' 6063-T5 ALUMINUM ALLOY
m d ci 0.83 Oi Tri ni SIDE CLOSURE USE ONLY '
m ° 2 09' 2.61 0.75 '.
o
o � a 07 2 23. 0.07 DATE,:04/0712015
5CAtt;NA
6-ADJUSTABLE FEMALE 6A-ADJUSTABLE MALE
a 95 i.i3 �-i.29 DESIGN BY.PPMP
3,37 HEADER/SILL MOUNT tiEAOER!SILL MO�INT2 0 2 0
4 DRAWING N:'A'TRACK _.l.�... .
SILL MOUNT ONLY !!-!(8'THICK ANGLES I O-!/4'THICK ANGLES �+•}' (7R 1.51-1 SHEET 12 OF 13 !5-146
GOG3-TG ALUMINUM ALLOY GOG3-TG ALUMINUM ALLOY
MANUFf CTURER,
SECTIONX JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 W S.MACEDO 13LVO
BETWEEN WOOD TW55E5 FORT ST.LUCIE
FLORIDA 34953
Tel.:(772)201-9919
Fax:(772)673-0588
0.63 0.62 WWW.JPBT5HUT rEFJT.COM
1.25+1.25+1.25 �5.00 PRODUCT:
(4 PER RAFTER) (u
1/4'X"2 1/4 FH TAPCONS
WITH 2' MINIMUM 114"X51 6963 TG ALUMINUM PLATE SUPERNOVA
PENETRATION INTO WOOD OCTRUDW ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
5. IMPACTED RATED
u A
1/4'X5' OR I/8-X51 6063-T6
2,2A ALUMINQf4 PLATE SECURED TO C5 ENGINEERING.
RAFTER$ AT MAXIMUM 24' OC 0
SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE 0 ENQC0 INC.
I j-H SPAN &'PRESSURE 1/4-X2-X5"'GOG3-Tr.ALUMINUM ANGLE At 5,595 ORANGE DR.201
1 -14X 2' SELF DRILLING SCREWS 114VIC, FL. 333 14
/4' Tel.:(954)565-0304
SEE SHEET 5'MOUNT TYPED
'ENr.CO@AOLCC)M
OL ANCHOR TYPED FOR ANCHOR SPACING
E
5.00-------------— o. 2609
to
STA F
I/87f5*6063449 ALUMINUM PLATE
Oft
ALLOWA13LE DESIGNED PRE55URE5, ALLOWABLE DE5jGNED PRF55URE5
FOR SECTION X WITH 1/4'ALUMINUM PLATE FOR SECTION X WITH 1/8'ALUMINUM PLATE $so
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 00
JUL 3 0 2015
BPAN PRESSURE(PSF) SPAN PRESSURE(1`150 Inu L
(IN) BLADE I BLADE 113 (IN) BLADE I BLADE 115
GO ±159 t 159 GO ±99 ±99
72 ±132 :t 132 T Pedro De FEnqmec,Seat
lemcedo-PE 526O9
72 82 :i�82 ALTERNATE TO PLATE
--
4 1 1 13 ±113 84 t7f ±71 I18"X2X5 G063-T6 ALUMINUM ANGLE
.90 ±IOG ±IOGDO tGG ±GG vj MfAMI DAVE APPROVAL:
88 105 ±55 :t55
±47 ±47 46 cm*Ying with the Florida
12G Ga G& 12G PR04ucTREvis im.
132 T-62 1 132 ±45 :t45 BIlikkagOode
—F44 +48 52 +45 7: 144 t41 ±41 13.6;
D
Kc No
7F1.2 +30:�0 162. ±30 +28,-30 ttonUot y,
y
MUM
id6 oo Cbrow I
NOTE, I- UNF-RINTERPOLATION(sALLOWABLE vurwrrm BLADE SPAN Sv!�
DATE:04/07/2015
SCALE-.NA
DE51GN BY:PPMF
SHEET DRAVANC,ff:
13'OF 13 15-146