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COPYRIGHT E-TENPEGT.COH
SCALE:
__—-- —_- NOT TO SCALE
DATE:
Apr 27,2017
--- ,--- - _ PAGE DESCRIPTION:
Site Plan
PAGE: OP
1
1_j
I
MIAMi•DADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
CN -OFACCEPTANCE(NPA)'t www.miamidade.gov/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 Contiol 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: LL 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 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 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.
COUNTY
MIAMFDADI3 NOA No.15-0513.03
., � Expiration Date:08/14/2019
Approval Date:08/27/2015
060/Z 7/201 S Page 1
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 Bade County Department of Regulatory and Ecbnomic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August,
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under,
Miami Dade County Approval No. 14-0155, signed by Mr:"Peter Loucks.
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, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 20115.
i
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS
1. See Association's generic approval 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.
15-113) and complies with FBC, 2014 Edition.
AIMy 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
MANUFACTUP.ER:
5_ _ `/ JUST SHUTTER IT INC
-�� No Y 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
EXTRUDED ALUMINUM ACCORDION 5HUTTER FLORIDA 34903
LARGE M 1551 LE I M PACT RE515TANT Tel:(7 19
Pax:(772Tel: ))6773-053-05 88
W WW.JU5 r5HUT rER(T.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 ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BACCO
BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED AD I ALUMINUM
ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
IMPACTED RATED
2-CODE:TH15 PRODUCT HA5 BEEN TESTED AND DE51GNED IN ACCORDANCE WITH THE NIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 PLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING;
THE FOLLOWING: FNGCO INC. caellc
5595 ORANGE DR 201
°JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DA V I E, FL. 3331-1
5UPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUITM Tel.:(954)565-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' SHEET ENGCO@AOL.SHEET -•- .._ DESCRIPTION'
COM
4-LOA05:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BYA I TABLE OF CONTENTS,GENERAL NOTES.U5ER IN5TRUCTION5 � "•. '
PROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED �. DE F1
PRESSUMUST NOT EXCEED THE ALLOWABLE PRE55URM FOR EACH SHUTTER COMPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLA55
d��''
RE fir•
USED. SEPARATION TABLE 2 �4 N, F > ''
5-MATERIALALL EXTRUDED ALUMINUM 5HAFE5 SHALL BE MADE OF GOG3-TG ORAS NOTED. i NO.5 609
3 TYPICAL SECTIONS A,B I,B2,B3,B4 WITH ANCHORAGE TABLES .*(k � . *L
G-FASTENERS:A55EMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES �� STAT F
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL.
-0 F�
7-USE:IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR,ARCHITECT OR ENGINEER OP RECORD 5 TYPICAL SECTIONS D,E 4 GH VM ANCHORAGE TABLES
TO VERIFY THE FOLLOWING: G TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLE5
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 3 0 2015
ANCHORAGE. 7 JAMB AND CORNER5ECTION5'J°
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE
Engincu'Seal
REQUIREMENTS,DESIGNED PRE55URE5 ETC. B LOCK MALE 4 FEMALE SECTIONS'L° Pe4m Oe Fyueueelo-PE 52609
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS S LOCK UNIMATE SECTIONS°M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE to STANDARD LOCK SECTIONS'N' PRODUCTREVISF.D
FOR WIND LOAD HAVE BEEN USED. — - —- Bcomplyingwilh ilia Florida
. - -=A ding Oodc -
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AaotTNonmllo o5J3,03
8+tpt iopD]IO OQ�fL�
U5ER INSTRUCTIONS: 12 COMPONENTS [iy
M' D duel' D duel CoiNfo�
I-DETERMINE PROJECT DE51GN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION"W DETAILS
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABU:I OR TABLE I A DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 21F APPLICABLE. DESIGN BY:PPMF
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: I
5-THE LOWEST PRESSURE FROM ITEM_5 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4 - -
MANUFACTURER•
JUST SHUTTER IT In
- -
1.141 SW 5.MACEDO BLVD
ABT LEE 1____ TABLE I A� ``jl� NTS i ewoR
lv - —= 6 PORT 5T.LUCIE
MAXIMUM ALLOWABLE d I BLADE MAXIMUM ALLOWABLE p 1 R N 113 BLADES 1 1 FLORIDA 34983
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 1 1pp• Tel.:(772)201-9919
BLADE SPAN PRESSURE(P5� BLADE SPAN PRESSURE(P5� elm r-ALL ALUMINUM Fax:(772)673 0588
INCHES N INCHES NEG
1 t WWW.JUST5t1UTTERIT.COM
60 6 I G 6 1 0 1 t'
GG 158 158 GG 158 158 INTERIOR/PJ(TERIOR^
2 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133 -
84 124 124 84 . 124 124 INTERIORI E X ERIOR 68 5UPERNOVA
90 1 16 IIG 90 1 1 G 1 16 COMBINATION
96 108 108 96 108 108 1 L 1 EXTRUDED ALUMINUM
100• ALUMINUM I LEXAN BLADES ACCORDION 5HUTTER
104 I f)0 100 104 100 100 WADES CAN Be ARM'GCD IN MW LARGE 4 SMALL
108 10 10 108 93 93 �m COMBINATIONS A5 RE!?UIRm IMPACTED RATED
114 83 83 114 83 83 1B lB
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 (07- 98 ENGINEERING:
132 G2 62 132 61 61
138 57 57 138 53 53 ENGCO INC. CADI,G
144 48 52 144 45 47 INTERIOR/EXTERIOR 5595 ORANGE DR.201
150 41 48 150 38 42 )g� IB� 1B� DAVIE, PL. 33314
162 30 40 162 28 33 Tel.:(954)585-0304
_.. _.___.. — . _.-. __.nm - .• AIL:UYAN BLADES - - ENGCO@AOL.COM
uoTEs: ..-. 1
I-ALCOMCI 4SHUMit ADESPN7QNCHPS)PORALLCOMMO1 L9 LB IBJ �i��1�°•Err r•••
2-PRESSOR¢-OCSIGN YAND LOAD M) pSir c
S-UNEAR II=kfOLATION 15 ACCEPUDLE I'Wt DESIGN 1NND LOADS AND DLAUE SPAN DMVECN ,+,;INTERIOR/EXTERIOR °�� ' DG �'%•y .
TABIILATEIDVWJJE5.
4-WETABLE IAWII@IONEORMORETYPe IBBIADCISU5m '° � ' ,
S.MADE REVE(tSm INSTAOATION 5At10•NEDFORAf1NOUItTEDCQLDITIONS �°° �•`~ENBF -
° No. 2609 E
TABLE 2 [[
MINIMUM 5HUTTERSEPARATION FROM GLAZING 4kf�
TYPICAL ELEVATION rIYPICAL CRO55 SECTION":% -4 sTAT F
�R�
TAP TRACK GLAZING SEPARATION (INCHES) ••� ss/ONAL
P
BLADE TYPE
BLADE SPAN •••rarrruppdC�•1
JUL 3 0 2015
Y ALUMINUM 2° 3.125" Engmcer Seat
a ' G ASE ALL EIFVATION5 Pedro De Pgauredo-PE 52609
I dVAlAiim
0 0. Z n 4-30 ELEVATION 3' 3° 3° MIAMI DADS APPROVAL:
n.
L M. N MODUCTRGVISEU
Y -q _1_ _ '" LEXAN 2 I/8' 3° 3" a oomplyingwith the Florida
a - = - ` - --- 530 Ell VA
40N` Build Code=
t RJi Ihte D
NOTES:
W I.SEPARATION FRAM GLAZING AAWNA
9 SLL IK MCA%=PROM
r
GL42IN05URPACe TO THE INNER MOST BLADE OR LOCK SURFACE-
2.GLASS
URFACE.2-GLASS SEPAPATION IS'AP1uCA0lE PERMIE.HVtII.ILSROWARO PND—
_ __ MIMM-DADS COUNfR°a).
y 3-WItOL SNlJffeR t5 A99EM1EtID MMDOIH.TYPC3 W SIAO737HE.-
S IIRGPST GIAS59WARADON SNALLAMY.
DATE:04/07/2015
SCALE:NA
A,161 DI32,B3,B4 BOTTOM TRACK4 DESIGN BY:PPMF
C,DEFGIGH
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
20P 13 15-14G
MANUPACTURER:
TYPICAL 5ECTION5 A.131,52,53,134
AND ANCHOR 5CHEDULE - -1 1/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a z 1)10X3/4' TEKS
SECTION A C1/4-20X1/2' HHMS N/NUT ¢a AT 12' OC 1341'5W 5.MACFDO BLVD
BUILT-OUT CN
NMA
SPACED AT 12'OC w" PORT 5T.LUCIE
HEADER OR 5111 - 16 FLORIDA 34983
OPTIONAL
I1
SECTION 54 Tel.:(772)
2,2A 201-9919
r �zao 6 ADJUSTABLE TRACK Fax:(772)673-0588
' ON REVERSE ANGLE www
.JUSTSHUTTERJT.COM
m EMBED. w 1 SILL ONLY
ANCHORS DESIGNED PRODUCT:
rrm 1 c. r 6A �E( AS PER SECTION B4
ANCHORS DESIGNED = 10 != w ON TABLE BELOW SUPERNOVA
AS PER
SE TIC A
X Z �q ON TABLE BELOW Bq EXTRUDED ALUMINUM
w a 1/1B 1/4-14X1''GR5'SDS OR ACCORDION SHUTTER
= y �T 1/4-20X3/4' PHMS N/NUT o, IARGE65MALL
IMPACTED RATED
a lh� SPACED AT 5.00 EMB ED. -,
r ¢
io SECTION 51
0 1/111 °A'TRACK ON ENGINEERING:
REVERSE ANGLE
SILL ONLY -' ENGCO INC. CpbII6
tmo ::cissa:.. z
a 1/1 B 5595 ORANGE DR 201
ie ANCHORS DESIGNED (L SECTION B3 DAVIE, FL. 33314
• `>• q`" AS PER SECTION 81 w #10X3/4' TEKS Tel.:(954)585-0304
ADJUSTABLE ON
4 - .. �. � l l--��� w ON-TABLE-BELOW .a.... .. .. . _. ..-.._.... . - -. ENGCOQAOLCOM=Q�n .-. •.
___. ..__ r .. r ¢ AT"12' OC 5TD.ANGLE
J
SILL ONLY
ppmwrrp
. ., W � ; ;..:..;•�:. .�"' .DEF ''•
1/4-14X1'.GRS SDS DR _ O0D 6 s' �w
ANCHORS DESIGNED +• -
1/4-20X1/2' HHMS W/NUT ` _.! fe AS PER SECTION B3 �... Yv�C NSi
EMBED. r j_ Y ON TABLE.BELOW
SPACED AT 12'13C y _ c. v o j No. 2609
6A • STA F
10 EMBED, '� 'A4.0 B V,P;,
r a'
La ¢ 1/1H ,�•;--w ANCHORSSDESIGNED :•4 •'!s!ONALr��
T 16 gta ON TABLE BELOW 1/4-14X1' GR5 SDS OR y.
1/4-20X3/4' PHMS W/NUT
wOPTIONAL W SPACED AT 5'13C
JUL$0 2015
fmm r, a
y I Z Engmeer Seal
MAX. BLADE SPAN IN INCHES
Pedro De Ptguciredo-PE 52609
4 I1 EMBED.--I SEE ANCHOR SCHEDULE ON 'A� MAXIMUM ANCHORAGE PRESSURE(PSP) MIAMI DADE APPROVA
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING INCHES UCENTER L:
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCfRBV)SFD
1/4-14X1' GRS SDS 0R _ _ acamp*gwith the Florida
u. TRACK - -s --E1 E--E1 6=-E1 --E E-" E1
1/4-20X1/2' HHMS W/NUT - BulLdingCode -
SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Awtp(mco No 1
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 8 gam, Llon pak o ��9
A,B1,B2 —8--40 0 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES
B3,84 6 40 40 62 62 93 93 124 12 160 160 QY
4 40 40 62 62 93 93 124 124 160 160 Mlon c Cmiva
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PR.E55URE (P5 F) 5A5E1) ON SPACING IN INCHES ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA
A Al IBI I C I D A Al B H1 C D A Al B B1 C D A Al B BI C D A Al B B1 C D DESIGN BY:PPMF
SECTIONS 14 40 -- 40 40 40 40 2 A2- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 17 160 40 160 108 160 10
12 40 -- 40 40 4040 62 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A B1,B2 8 40 6 4- 4D 40 40 6 62 62 62 62 93 39 93 93 93 93 124 51 12412160 71 160 160 160 160B3,B4 q 35 40 40 40 40 62 6 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 1 0 160 5HEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
:. .,
:.:
� -
.. r .. ._. _ .,. ;
.-''
MANUFACTURER:
TYPICAL SECTIONS 13 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5W S.MACEDO 5LVD
PORT ST.WOE
�
d FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)201-9919
t
AS PER SECTION C fax.(772)673-0589
ON TABLE BELOW WWW.JU5T5hUTTERIT.COM
uj 3,3A P.4
3:
PRODUCT:
1/SB
SUPERNOVA
cwo EXTRUDED ALUMIRLM
ACCORDION SHUTTER
HtlrTtnNat LARGE t SMALL
I
ANCHORS DESIGNED IMPACTED RATED
2,2A AS PER SECTION D
ON TABLE BELOW t z 1/IB
ac
;2,2A
—SECTION C
o
LWALLMOUNT-WITH T"
ENGINEERING:
i5ECnON B EMBED TRACK 3 OF 3A
s] . KADER OF 5111 FNCC O INC. cA.,,,
BUILT-OUT ON 5595 ORANGE DR.201
RM95f ANGLE DAME, FL. 33314
HEADIRORSILL Tet.:(954)585-0304
ENGCOPAOLCOM
E
410
1/4-14XI* GR5 SDS OR
1/4-20XI/2' HRMS W/NUT 3,3A
Sp
ACED AT 1210C
No. 2609
• 'fl76rANC'HORS DESIGNED
AS PER SECTION C*
ON TABLE BELOW
z ac let ok 11�
MAX. BLADE SPAN IN INCHES N L
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE""
'E
TYPE
5 MAXIMUM X f M U N
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRESSURE -('P5f) BASED ON SPACING IN iNCHE5 ON CENTER JUL 3 0 2015
6
162 132 kz: 108 60 Engineer Seal
A AI 1 C A-FAI 1B IRL 1:A' r B B1Al B IBI IC 1,I) Pedro De ft9mrado-PE 52GO9
40 4 1)- 4 4 1 O�
�40 41 62 149 8 iEo 04r' 29 146 107
4, 1 '55 '0"
21 G2 57 62 57 87 26 93 70 07 156 47 160
E
40 26 0 39 93 r8793 1 1 O�r I
1 0 1 07
12 40 -- An I An 1— [An 1 194 4 1 14 1
26 70 .89 156 47 160 126 157 125
12 4 14 62- % 9 124 111 16 71 160 156 160 15
"8- 40 1 40 4U 62 32 162 162 1(>2 1 3 87 171-1-34 119 90 1� MIAMI DAVE APPROVAL:
2
1 9 1 0 94 1 60
L� 93 86 124-S 124 11
--f-40- 135�1- 62 PRODUC17REVISED
16 40 40-40- 40-- -62 43 162 162 �2 9�. 52 93 93 93 93 93 124 67 1 4 124 T24 124 160 94 160 160 160 160 w ompift with the filmida
p 6 9 A 74-A 1 60 1 3 1 0
1'4 1 qU 14U 1413 14U 140 140 62 162 162 162 _ 62 9:::: 76 93 93' 93 93- 124-90 12 1;r—74A I O_ I iAn In In 1 0
7_ 16 SWIding Code
ft Aciiep1mo �.83-
MAX. BLADE SPAN I N INCHES
SEE ANCHOR SCHEDULE 13N
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(r5f)
ANCHORAGE SPACING DA51!E)ON SPACING IN INCHES ON CENTER
'162 1.1 8 4 1. 611 DAM-04/0712015
E E I E ITE 1 1 E"l E
— SCALE:NA
14 40 31 62 38 -8-7 1461112 60 DE51GN BY:PPMP
SECTIONS- 12 40 36 62 44 93 154 12 0
C 8 -40 40 62
B&U 62 93�.L24 99 166 a
1 6 1 401 40 62 62 9
160 158
9388124 113 a
1 4 1 401 40i 62 ..62 93 I 84 124 1108 160 151 SHEET DRAWING
4 OF 13 15-146
MANUPACTURM-
ANCHORS DESIGNED TYPICAL 5ECTION5 I),E 4 GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR 5CHEDULI! AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W 5.MACEDO BLVD
ri
ED) EDGE w PORT 5T*LUGS
m (ED) EDGE FLORIDA34983
DISTANCE
DISTANCE Tel.:(772)201-9919
E0.1 rax.(772)673-0688
6A WWW.JUBTstiuTTEW.COM
W LEG
2,2A 'FRI KHED 1 fu
1I0X3/4' TEKS 6A
LEG
V/ PRODUCT:
T
SECTION D AT 12 R HWD
I NSrT MOUNT Wj SUPERNOVA
=2 OR 2A —(ED) EDGE 2
w DISTANCE EXTRUDED ALUMINUM
z HEADER OR SILL ACCORDION SKUTM
t SMALL
SECTION E I . L'111;=
1/19 ANGLE INSET MOUNT 3: IMPACTED RATED
E
4CGE
mmrp OR 511L 11 w
1/4-14X 3/4' TEKS
SPACED AT 12111C ENGINEERING:
Wz
SECTION GH ENGCO INC.
ANCHORS DESIGNED ADJUSTABLE MOUNT 5595 ORANGE DR.201
HEADER I SU DAVIE FL. 33314
cn AS PER SECTION E Tel.:(9�4)585-0304
ON TABLE
WCOD@AOLCOM
3,
3A
1/4-14XI' ORS SDS OR
1/4-20XI/2' HHMS W/NUT. E F1
SPACED AT 12'at
Na.' 2609
HZ
ST OF
to R%0
MAX BLADE SPAN IN INCHES Of
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE JUL 8 0 2015
MAXIMUM ANCHORAGE PRESSURE (PSP) BASED ON SPACING IN INCHES ON CENTER rneweer SCSI
ANCHORAGE SPACING 16 1 132 —1 108 1 84 60 1 16211321108 84 f 60 Pedro Da Nuemcdo-PE 52609
A B C ID FA III IC In I A I R Ir In I A IR Ir In A B C D E E E -_ E
16 2 27 1 27 [33 1- f2o 1 34 a 43 52 25 31 60 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL-.
12 30 36 54 26 132 1 98 69 34 41- 81 97 48 57 12 7 45 55 71 9
-SECTION D 8" 40 0 26_11324_21!:1 5)�51 6 a 132 13E9 I §Z I gO 40 49 6 103 51 kI 121 145 71 86 a 401 621 83 1061149 PRODUCrREVISPD
6 40 40 a�) 140 1 62 1 6E! 143 g go 93__53 -64-1-115 124-6 4 12
95-- -401 §31 93 124 160
8- 82--.�.L60-160 - 5 6 do
4 40 413 140 1 62 162 162 16�_93 1 93_ 79 93j 1-' 124 102 12-3 160 160 124 160
2 — -- 27 1 ig 41 2 24 49 58 3 34 Il 4
9 22 26 27 32 20 ]34 39 24 23 43 51 31 30 60 72 44 42 9 27 23 41 52 7:1
8
SECTION E 8 25 30 1 3811]j4 77- 26 1 49 157 35 3
6 A7 a 30 1 46 9 2 flY
28 50 5 'g
7 33 1 8
2! 24 Qfi 1 144- 91 0 5 6 — 78 0
W164 4161 51g4 41 _2 --356— 35 1 '5 6 4 TD-6 169 40 5,11,111,
L
I i
-4— 15— 42 76 89 55 52 9 114 0 4 40 1 4 82 115
7 17
1 122 1- 3 27 -- -- 29 34 22 20 41 48 30 28
9 20 24 1- 25 29 iin- DATE:04/07/2015
9- go 23 39 46 29 27 55 64 41 37 9 24 301 37 2471 &6�6
SECTION(SH 8 e3 27 1- __ as 133 1 3 40 25 E3 44 151 133 30 61 72 46 8 27 4 SCALE.-NA
6 30 36 1 3 21 37 144 Rfa—'2s— 2 42 DESIGN UY:PPMF
4 46 53 34 31 59 169 14;1 40 8- 96 61 -1H E6 37
pd 1
40 we-i—s AR Rn 51 47_ 88 1103 165 60 !123 144 91 84 4 38 47 57 74 1103
SHEET DRAWING#:
5 OF 13 15-146
MANUFACTURM
TYPICAL 5ECTION5 G, f AND I
AND ANCHOR 5CHEDULf JUST SHUTTER IT mc
ilia 1341 5W 5.MACEDO BLVD
z w PORT ST.LUCIr
SECTION I FLORIDA 34983
w Tel.:(772)201-9919
RECESSED MOUNT Fax..
SILL.ONLY (772)673-0588
01OX3 4' TEKS
t3 www.ju5T5tiuTrEFrr.com
w AT ff OC
SECTION G- PRODUCT:
ADJUSTABLE MQU ANCHORS TYPE
ti SILL ONLY EDGE CLEARANCE IEC) A. B, C OR D ,SUPERNOVA
IMO CONCRETE-4*(30001'51 CONCRETE) SPACED AT 48'DC
INTO WOOD.2 l/2(V-OW5G:0.55) i4_(EC ED APPLICABLE FOR ALL LOAD D(TRUDED ALUMINUM
INTO MI!TAL-0W93--%ALW1M&wA3C5= CLEARANCE CONDITIONS FROM TABLE I ACCORDION SHUTTER
'LARCe 4 SMALL
j IMPACTED RATED
STANDARD LOCATION P DISTANCE
ANCHORS SPACED ej— ALTERNATE LOCATION -A
AS PER SECTION G ANCHORS SPACED
ON TABLE BELOW (ED) AS PER SECTION GI
ON TABLE BELOW
EMME ENGCO INC.
w 5595 ORANGE DR.201
DAVIE, FL. 33314
ALTERNATE(ED) 5zi'z oaa.. ENCCO@AOL.COM
Tel.1(954)585-0304
�'L'T
T
EDGE DISTANCE w" 14V TRACK INS NT
5 w I SILL ONLY Ld ...,0...
I-DE
IQ
ANCHORS'DESIGNED GEN$
f-AS PER SECTION F
-wu ON TABLE BELOW
-N 26
GE
ARAN
D EDG
is
STA OF
10 1
0
Y
DISTANCE IEDGE WO
MAX, BLADE SPAN IN INCHES
AA JUL 9 0 2015
SEE ANCHOR SCHEDULE ON friqmer Seal
SHEET 11 FOR ANCHOR —, I Pedro De Mgvewedo-PC 52609
kMAXIMUM ANCHORAGE PRE55UKE (PSF) BASED ON SPACING IN fNCt1r5 ON CENTER
ANCHORAGE SPACING � 1 162 132 1 08----f 1 84 60 162 132 108 84 60 MIAMI we APPROVAL:
44A I B IC ID A - IC ID I A-IBIC D E E E E E
B C D 9A I I B
5 7 2
_iM 1- 5 -38 4 6 16 -- 21 26 33 46 PRODUCT REVISVO
36 1 —
12- 3 28 33 20 6 95 135 12 —23 W=54 74-7--92 -astwiplitiAguith-Ibc norids
B� -ffs--�Fj--fo- 20 8 34 42 51 66 92
SECTION G — 35 42 50 130 54 li6gl IS 38S 5 53 Buildft Code
26 46 - --98 T AccWtunce No 1,5-e5l S.
6 38 40 26 -- -'U6 67 139 102 iff 6 40 56 -C8 2-3
03
40 -40) 39 39 62— —93 159 — 4 40 59 72 93
4 85 753 Aal-LVZ-19
11T1Gt 29 1 15 121 3 11 25 1142 C.".
1 1 27 46 5 25 34 57 69 130 41 73 88 39 53 102 123 5A 74 2 40 58 70 90 127 iDW
6 _ff 12 4F PB'1 40 20 45 5 5 40
62 62 137 50 1 05 93 145 62 109 124158 79 111 a 40 62 93 124 160
TT� 40 1 40 1 40 1140-- -82 - 1 48 -,C-- 401 62 1 93 DATE:0410-1/2015
62 149 93 160 1241124177 1061 1 MORE 1 _L 124 116
if
4 401 40 140 1140 62 16 93— 12411241116 124 'n 401 621 93 124 16Q SCALE:NA
DE51GN BY:PPMF
SHEET DRAWING#;
9 of 13 15-14G
MANUFACTURER:
—TYPICAL.HORIZONTAL 17-1--7-77 JUST SHUTTER IT we
E:��JAM5 -AND-CORN-EP.15ECTI—Otq�J
OPTIONAL 1341 5W 5,MAC=BLVD
SEALANT PORT ST.LUCIff
ANCHORAGE TO WALL SECTION J1 MIN, (3) ANCHORS FLORIDA 34983
TYPE A, B, C ORD ECTION-J-1- .7 Tel.:(772)201-9919
13 NOT NECEISARY� 5 CLOSURE 4' FROMS ENDS -5 Fax.(772)673-0588
WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE VANW,JUST5tiUT`rf?JT.COM
INSET MOUNT
(X2) NIOXI SDS IA) PRODUCT.
9,9A TOP AND BOTTOM
IA
-,,�TRACKS
5UrERNOVA
Ir w EXTRUDED ALUMINUM
Ix ACCORDION SHUTTER
> LARGE 4 SMALL
IMPACTED RATED
cr
AMB L1
SET MOUNT
K'j
cnm
(u ENGINEERING:
TOP& BOTTOM TRACKS FNGCO INC.
5595 ORANGE OP.201
DAVIE, FL. 33314
Tel.:(954)585-0304
tNGCO@AOl-COA4
IB
ww"',
aaaa
E P1 %
ANCHORS TYPE
A, B,'C OR D
SPACED AT 2410C No 52609 1
w
m C ED) EDGE
• DISTANCE 3TA OF
-5�C-T LO N-ZVI I
JAMB CLOSURE
BUILT-OUT MOUNT
JUL 8 0 2015
#IOX3/41 SS SMS OR emmeer Seal
H to 3/16' POP RIVETS Pedro M hg=redo-PC 52609
SPACED AT 24'OC SECTION J3
CORNER.CLOSURE MIAMI DADE APPROVAL.
FRODUCTR.RVISED
Florida
A"W.11N
10aw. Ott?
cu
slConho
DATE:04/07/2015
5CAUf-NA
7 OR 7A DESIGN BY:rpmr
PUSH
'TTt
( 9' ' H I
IB (19> PUSH BUTTON LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING#;
7 Of 13 15-14G
MANUFACTURER:
r`.._..TYPICAL i10RIZONTAL -_. ,LUST SHUTTER IT mc
_-U(�Jt�riAT-LbO K,5 -IONS-M 4
$7A
CKING PINS APPLICABLE 1341 SW S.MACEDO BLVD
LY AT OPEN POSITION PORT ST.LUCIE
SECURE STACK
FLORIDA 34983
Tel.:(772)201-9919
to7A Fax:(772)673-0588
WWW.JU5TSMUTTERR,COM
[NOTE:SHUTTER CAN BE LOCKED FROMDE 0R OUTSIDE BY PLACING Lt3CK �NC SECTION Mj PRODUCT:
DE OR OUTSIDE AS REQUIRED. oh IOGSECTIE5ECT10N
w CLOSEF05OTON '
�Q 4 SUPERNOVA
�i ACCORDION SHT ESR .
. LARGE 4 SMALL
IMPACTED RATED
ENGf?,feEFJNG::"�
pyeD 7 OR 7A 7 OR 7A ENGIC`�' INC. �artc
to 7 OR 7A 5595 ORANGE DR.201
i1 TAVIt, FL33314
el.:(954)585-0304
IB .. .. -� .._ 1/4-20X3/4'THUIMD SCREW .. _ .. .... .. ENGCO@AOL.COM
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE OSITE 1/4X1 t/2 PULL PINDRILL AND farffsts:rrayr rr
6 3 BLADE TO RECEIVEPSCREW INSIDE DR OUTSIDE .0's. DE F./G
<14> PUSH BUTTON LOCK' `0dp .+�\GEN ���:It
LOCATED ON ACCORDION, '',e{�477e
INTERIOR OR EXTERIOR SIDENO.52609
• ALTERNATE SECTION M I
SECTfON M' LOCK BLADE VATH � STA QIF
tt STARTER BLADE SECTION 4 O
..
LOCI TIC,ECTION - A� t
OPEN POSITION %F ,�„,w,
'•.s/4NA4 ��f•`ff
ANCHORS TYPE �`+rrnrrarff'fff
7 OR 7A A, B, C OR B JUL 8 0 2015
SPACED AT 24'OC
Engmcer Seal
Pedro Da F:guaredo-PE$2609
7 OR 7A IA I}�O'tOLt�
— _ - MIAMI DADS APPROVAL:
PRODULTR6V15OD
----- _-_ _ ._ _ '�Ioomplytngwllhthe PID dt
BoiMiny Coda
+tcaptsn
uv 7 OR 7A - - - cc No � 5 .3.03 —
W H� on Dale Gyu,�Tf oil
1 B
IB PUSH DUTTGH LOCK Dada Lon p
LOCATED ON ACCORDION 7 OR 7A .
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
I I DESIGN BY:PPMP
1B
SHEET DRAWING 1h
--- 9 0P 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS
5TD LOCK SECTIONS N JUST SHUTTER IT INC
1341 SW 5.MACEDO BLVD
FORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
[NOTE.5HUMP,CAN BE LOCKED FROM WWW.JU5T5VlUTTER1T,COM
jINSIDE OR OUT51DE BY PLACING LOCK;N5 ;DF OF,OUTSIDE A5 REQUIRED. SECTION N
LOCK BLADE SECTION
CLOSE POSITION
wr!w I PRODUCT.
tj
L3
SUPERNOVA
01 OMDM ALUMINUM
ACCORDION SHUTTER
LARGE 4 WAIL
IMPACTED RATED
rn N-1 ENGINEERING:cu FNGCO INC.
5595 ORANGE DR.201
is DAVIE1FL. 31314
22A- Tel.:(954)585-0304
Ct4GCO@AOL.COM-
228
No.
2609 z
ANCHORS TYPE
A, B, CDR
ALTERNATE 5balON N I SPACED AT 24' C
5wFN-T —N j R
K MADE SECTION
LOCK BLADE WITH01-EN POSITION STARTER BLADE SECTION 1A)
JUL 3 0 2015
Empe,"Beal
Pedro De P"tredo-PE 52609
MIAMI DAVE APPROVAL.
PRODUMiSVISED
Acmrft=�No�rp
V;65 3.p3
22A
DATE:04WI2015
22 5CALF:NA
DE51GN BY:PFMF
18 18
5t1EET DRAWING#:
10 OF 13 1'5-14G
MANUFACTURER:
TYPICAL BLASE ASsi=M6 JUST SHUTTER IT mc
BILL Off MATERIALS
L3
12 13A ITEM DE5CRIPTION MATERIAL MANUP RIR 1341 5W 5.MACEDO BLVD
BLADE 063-T6 ALUMINUM PORT ST.LUCIE
L6 Li
19 IA 5TARTERBLADE 60G3-T6ALUMINUM NA.5.A. FLORIDA 34983
IPTIOUL I B COMPOSITE BLADE GOG3TG/LEM N.A.S.A. Tet.:(772)201-9919
20 14 1 C FLOATING STACK BLADE 606376 ALUMINUM N.AS.A Fax:(772)673.0588
2 CHUNGTRACK 6063-T6 ALUMINUM N.A.S.A WWW.IU5T5NUTTL-R1T.COM
26 3 ' 'WALL MOUNT TRACK 6063-T6 ALUMINUM
14 In 1 I 112
3A 2'WALL MOUNT'TRACK 606376 ALUMINUM
4 A TRACK 606376 ALUMINUM N.A.5.A
5 RECESSED TRACK r 3-TG ALUMINUM NA5.A PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A.S.A.
6A
ADJUSTABLE MALE TRACK 6063-TG ALUMINUM N.A,S.A
Nm-E-k "i- l� 7 UNIMATE LOCK BLADE W)O U? 6063T6 SUPERNOVA
ALUMINUM N.A.S.A. EXTRUDED ALUMINUM
V A
0.14 7A UN(MATE LOCK BLADE W/LP 6063-TG ALUMINUM N.AS.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. LARGE 4 SHUT
8A HD MALE LACK BLADE 6063-T6 ALUMINUM N.AS A.
13-M I OX3't1H BB HD ADAPTOR FlLLIR GOG3T6 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW 9 t•JAMB CL05URI -0- T6 ALUMINUM N.A.5.A.
41 O SiAINLI55 STPEI. 9A 2'JAMB CL05URE 6063-TG ALUMINUM N.A.S.A.
O 14.2X ANGLE 6063 TG ALUMINUM N.A.5.A.
1 1 I/I1.2X ANGLE GQG3-TG ALUMINUM N.A.S.A. ENGCREW 410 STAINLESS STEEL N.A.S.A. RIN�EERING° INC..19 12 WItEEL CARRIER PLATED STEEL/NYLON N.A.5AtVGCQ1YCA 8111
SILL. �y
-T3-A- N I OXT
HH BLADE SCREW 4 t O 9TAINI.P_55 5T D. N.AS.A,
o u SSSS GRANGE OR 201
14 0.44•DfAM.FLAT WASHER STAINLESS STEEL N.A.5.A.
a _ _ 15 0. �0 x 0.93'BMUNG NYLON N.A.5.A. OAVtI, )
4 33304
7e1,:(954)585A304
16 0.49 0 x 0.GT WHEEL BUSHING NYLON N.A.5.A. ENGCO@AOL.COM
I4 1$ 14 L 9 PUSH-BOTTOM LOCK
1('. -i r•- 20 12k 318'WHEEL SPACER tiYif)N N.A 5 A. 1,',,,tnr:xu4,,
15 �TIfPt�i 21 I/IG'-IX2 IX2.9 IX4 1.5*ANGLf5 G063-TS ALUMINUM E.
4.!4ds
•• 22, STD FEMALE LOCK BL.AUE 9063-T6 ALUMINUM N.A.5.A.
13 130
13 22A,- 5TOMNELOCK BLADE GO63TGALUMINUM N.A.S.A. •�+ '�V\!%,ENd?F L
• 11ADC StH 221 - 5T0 LOCK KE�ER 6063-76 ALUMINUM N.A.5A ��Q i
4105TAINLE55STEEL fjf NO:52669 �e
o,sas4 D 4 in yO4'y STATE OF !�W
a 4 0
0.390 S R L ,,+' �'
OJ20- Q 390 0.44 0.03
�1•i\��t1 rP
a�
a --1-- : ONA4 ��,,�,
aT o o
•..„,,,r.•,�
d
0.310 T d JUL 3 0 2015
�--'
v p-r 07 5 OA3'X 0.44'0 En nicer Seal
I"1L't'29_I._ o_)-�'6`i- c FIAT WE(=L Pedro De P:guareda-PI 526ff3
a p �ANCFiC7R SCFiEDI'JCE``�
16-,46'0 X,65' 15-.4G'0 X.93' MIAMI DAVE APPROVAL:
0.50 NYLON WHEEL BUSHING MON BUSHING TYPE- DESCRIPTION EMB E.D.
-20.1/2'OXO.3G•- --_ .6`-TAS 114'ITWTAPCON INTO 3000 P51 CONCRETE 0.75 ` 3 O`' FRODUCrRIIV`MED
NYLON WHEEL. - - "- - - 114'--EL.CCWLTRACON INTO 2700 P51 CONCRETE 1.75 2.5 w onmplyfn6adth the Flaride
SPACER =A-f-- 1/4ffWTAFCON INTO CONCKM BL - -) 5` } - B/dldfn3Codo
14°ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2,5A=4pt= ;-.o .Or
ton Date I Q
B 1 -2 Xf ALL POINTS 50LID-5L'T INTO 3.0 M CONCRETE 0.875 3.0
131 114-20X I ALL POINTS SOLID- ET INTO CONCRETE BLOCK, 0,075 310BY
C f IA CREW O 6= WOOD 5 1.0- Mfau! Control
12-WHEEL CARRIER D 1/4'-14 5ELF DRILLING SCREW5 INTO 18'STEEL OR ALUMINUM 0.75
STAMPED S5 WITH ---
O NYLON WHEELS E 114 CRETE-FLEX 554 INTO 3000 P51 CONCP.ETE
i6 E I 114'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
NOTM eD:EDGE DISTANCE SHAtt.Be MYM WAIL DP151e1a SCALE:NA
ED I�AFtr r I FIM01i14WO D CAN BE USED INWLAcear If4%4s5CR ws DESIGN BY:PPMF
H1.24
5F)EET DRAWLIdG 0:
I I OF 13 15-146
5HUTrER COMPONENT5 MANUFACTURER:
-4.56 3.92 JUST SHUTTER IT iNc
4.54 08
4.08 ;4Oa'
- -3.23- 0,46
1341 SW 5.MACEDO 13LVO
Ln
-1-24 L--1.99- -.85
n
cs FOKr ST.LOCIF
C5 34983
Tel.:(772)201-9919
1 rax:(772)G73-0568
0* 1 B.COMPOSITE 1.48 T cs WWW,jU5m"U7TrmT-cOM
ALUMINUM/UNAN BLADE p-O�-
LEXAN POLYCARBONATE AFPPOVED f-7*-UNIMA7E`WL_P
1.45 cs AS FeR NOA 13-07 f 7.01 7-UNIMATE W/O 1P I LOCKING 4
XL102UV LOCKING BLA= --I
I A-STARTER BLADE PRODUCT:
0.51 2�31
p_77
1.45-
H
4.61 1. :=tT 5UPERNOVA
»-I.7?7--fl 3.51
4.08 `0 EXTRUDED ALUMINUM
1.56. d d ACCORDION SHUTTER
LAM 4 SMALL
0.96 IMPACTED RATED
in 1
A
68! a :t 8&ADAPTOR TILLER
C-0.05'FLOATING STALK BLADE 0.070 WITH 8 AND&A
0.071.99 ENGINEERING:
INSET WI OPTIONAL
ENGCO INC, ....4
2-IN
W/RG Rr.
HEADER/51U.MOUNT c3.00
w-SL
t- 1-08 -0.64 5595 ORANGE DR.201
0.13 2.1-INSET TRACK WJO RG 8A-MALE hD 0.08 0.60 DAVIE Ft. 33314
'M HEADER/SILL MOUNT 8-'FEMALE HD LOCKING BLADE Tel.;(9�4)58"304
TPACKS 3,11 7
AMICASLE M 3.83 LOCKING BLADE CNGCO@AOL.COM
' Pt
34 AND 3A.1
-1 RECE559D TRACK E
60 BILL MOUNT ONLY
-P,at EN X
es T tA- 'p,
t 4X N.
d 06 Q06 -10.77 - No. 2609
41 0.06
al-
P_ '1 1.65
if
or'
tea. P.4j?
d
ST
T
ci Z cs
0106- T ki
OPTIONAL T of ft-HE)JAMB CLOSURE T
c' (I C)
C5 3A-2'BUILD-OUT TRAM 4 ci cs In
-4 cteis HEADER/51U.MOUNT a 6 lot
C,
-OR 3A.1-21 Do TRACK w10
.59 -10.61 RAIN GUARD(RGI 2213-LOCKrEEPER,tN5EKr
(L 017 22-FEMALE STD 22A-MALE STD 51-V im JUL 802015
LOCKING BLADE LOOKING BLADE
`#k BUILT-OUT-TRACK_ OPTIONAL Ln Cmjmecr Seal
d Pedro De rwpe.redo-PE 52609
0.125 170
3.1-I'Y J'BO TRACK W/O 0.25 9A-2'JAMB CLOSURE MIAMI DA0EAPPROVAL:
RAIN GUARD n) -a 43- -2.07 PRODUCritriVISED
0. 1.91 i 09 a 06� 41 cmplft%idl Ow Eud.ft
n _T 7 AoMkw.N.67 113.01
J_ 7 Zvi W... W-1.0"
obi m Z z k
T_ 21-I/jr.-THIC&�NGLE5 By
0.61 F 00 =F
z_L - - 00 GOG345 ALUMINUM ALLOY Mei uclCoAtm
OL 83 of vs pi 510E CLOSURE USE ONLY
0,75
M7 -.!Hli
ci
D O'f74V! a
0'6'
ci 0.07 a 07
2 L13 36 DATE;04107/2015
I N SCALE:NA
-1.ps? G-ADJUSTABLE FEMALE GA'ADJUSTABLE MALE DESIGN BY:PFMf,
37 HEADER/SILL MOUNT HEADER!SILL MOUNT -2.
D-4
4-'ATRACK
-
L • .DRAWING#:
_�ILL MOUNT ON It IWTHICKANW5 10.114-THICK ANGLES OR 1.51~ 120E 13 15-14G
COGS-T6 ALUMINUM ALLOY
(��M AFLOY CDC
MANUFACTURER:
SECTION X JUST SHUTTER IT INc
TRACK 2 OR 2A INSET MOUNT 1341 5W 5.MACEOO BLVD
SECURED TO AN ALUMINUM PLATE
UCIE
BETWEEN WOOD TRUSSES PORT 9T.
• FLORIDA 3498498
3
Tel.:(772)201-9919
Fax:(772)673-0568
WWW.JUST5t1 UTTERIT.COM
0.63 0.62
PRODUCT:
N
(4 PER RAFTER) -
1/4'X 2 1/4 FH TAPCONS T d I SUPER-NOVA
WITH 2' MINIMUM I/4X5'6063-T6 ALUMINUM PLATE ExTRUDEDAWMINUM
PENETRATION INTO WOOD
ACCORDION SHUTTER
LARGE 4 SMALL
'
5.00 IMPACTED RATED
w�
1/4'X5' OR 1/S-XS' 6063-T6 dT ENGINEERING:
m 2,2A ALUMINUM PLATE SECURED TO I ENGCO INC. CAeIL6
~ _ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PIATE
L SEE TABLE BELOW FOR SHUTTER
w r� SPAN & PRESSURE 1/4'X2X5"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
_ DAVIE, ) 5-03 4
1/4'-14X 2' SELF DRILLING SCREWS _,. _ ' _ _._ _. .._. Tel.:(954) OL.CO04
w z SEE SHEET 5 MOUNT TYPED ENGCO®AOL.COM
as ANCHOR TYPED FOR ANCHOR SPACING ��pu�'�'•'•••.,,
L 4 1!O
5.00 No, 2609 n
In
--5.00
STA F �tV
6�1/8X5'6063-T6 ALUMINUM PLATE 0 R QP+'\a�•`�4
ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRE55URE5
FOR SECTION X WITH 1/4'ALUMINUM PLATE FOR SECTION X WITH 1/8'ALUMINUM PIAiE �y"••••.A.n�"'���,
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED l S.00�
SPAN PRE55URE PSn SPAN PRI55UPE P5 N J_I JUL 0 2
Sea
IN BLADE I BLADE I B IN) BLADE I BLADE 1 B Eogmeer -
60 :-159 ±159 60 ±99 :t99 Pedro De P guaredoPE 52609
'72 ±132 '±-132 72 ±82 ±82 ALTERNATE TO PLATE o0
84 ±1 13 ±-1 13 84 ±71 ±71 I/8'X2X5°6063-T6 ALUMINUM ANGLE MIAMI DADE APPROVAL:
90 ±106 1106 90 166 166 1
108 t 88 t 88 108 ±55 ±55 � � ��n
— 126 ± 68 ± 68 f26 ±47 -i'}7 _ --- - - __ 1h. , Code lhlheflodda
132 ± 62 ± 61 132 ±45 ±45 _Bmldimmar"
Aeaprarce Ab) =-513-. -
144 +48 -52 +45-47 144 141 ±41 U0"� vb-rll
+28,-33 162 ±30 +28,-30Inoe 1> a uc Con
NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:0410712015
SCALE:NA
DESIGN BY:PPMF
5HEET DRAWING#:
13 OF 13 15-146