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-F L E
MIAMI-DADS
MIAMY 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
NOTICE OF ACCEPTANCE (NOA) CW t1 l it }i�' !a �; www•miamidade.eov/economy
Just Shutter It,Inc.
1.341 SW S.Macedo Blvd. AUG 11 6
Port St.Lucie,Florida 34983
St
SCOPE: I. vwi? t;et;nft
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 atter 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-D,prepared by Eugco,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.
CM1AM1WSC1WNOA
No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
0 8/2 7 f 20l S Page I
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
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 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.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, 2015.
dl-ermy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
y 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.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
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER:
UPERNOVA JUST SHUTTER IT 1Nc
1341 SW 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT ST.LUCIE
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel:(772Pax:(7722))673-05 73-05 8
88
W W W.JUST5HUTTERJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-tiVHZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT IS AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL M155ILQ WITHIN THE ALLOWABLE DESIGNED
ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
IMPACTED RATED
2-CODE:TH15 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. CA811c
• 5595 ORANGE DR 201
'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAV I E, FL. 33314
5UPERNOVA LXIRUDED ALUMINUM ACCORDION SHUTTER Tel..(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' - ENGCOOAOL.COM
S{1EET ' DESCRIPTION' •
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BYA I TABLE OP CONTENTS,GENERAL NOTES.USER INSTRUCTIONS ���•j°��������"'•%
PROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED DE F/( .
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BEd� """ "''• F��'
USED. 2 'TYPICAL ELEVATION,ALLOWABLE SHADE PRESSURE TABLE 1. I A AND GIA55 �• „•��0 8F / t
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-T6 ORA5 NOTED. NO'5 609 g
3 TYPICAL SECTIONS A.B 1,B2,53,54 WITH ANCHORAGE TABLES *r
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 11\
DRAWINGS.INSTALLATION AND LOADS AS PER TH15 APPROVAL. 4 TYPICAL 5ECTLON5 B 4 C WITH ANCHORAGE TABLES $TATq F tV
5TYPICAL 5ECTION5 D,E 4 GH WITH ANCHORAGE TABLES
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD
TO VERIFY THE FOLLOWING;
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 I WITH ANCHORAGE TABLES "'amnp0'•
ANCHORAGE.
JUL S 0 2015
7.2-THE 511E SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS'J"
REQUIREMENTS,DESIGNED PRE55URE5 ETC. Ereuctre o-
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS 9' Pe"o De F:gueuedo-PC 52609
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LACK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE 10 STANDARD LOCK 5ECE0145 44' PRODUCTRIEVIS13D
FOR WIND LOAD HAVE BEEN USED. a complyingwilhtile Florid.,
Building Oodo
II BILL OfMATERIAL5,ANCHOR SCHEDULE 4BLADEASSEMBLY- Aoxplu:mNo -o )3,019
Hupl fonUale e
USER IN5TRUCTION5: 12 COMPONENTS pL1yyr
M' U duct Control
I-DETERMINE PROJECT DESIGN WIND LOAD PRPSSURE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION W DETAILS
2-CHECK BLADE 5PAN ALLOWABLE DP51GN PRESSURE ON TABLE I OR TABLE IA. 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.5ECTION5 ARE INTERCHANGEABLE.
511Et7 DRAWING N: 1
5-THE LOWEST PRESSURE PROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
FRE55URE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT 1Nc
::�TAB:LE:l �fj 1NrERIOR/exreRlo s� ORT 1341 SWST. S. EACEDO BLVD
MAX I BLADE MAXIMLADE5 t 1 FLORIDA 34983
SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE t t00' Tel.:(772)201-9919
BLADE SPAN PRESSURE(P5f) BLADE SPAN PRE55URE(P5� ALL ALUMINUM BLADES x:(772)573-0588
INCHES N G INCHE5 L 1 JU5T5HUTTERIT.GOM
60 G INTERIOR/EXTERIOR
GG 158 158 GG 158 158
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 5 SUPERNOVA
90 1 6 IIG 90 116 1 16 1 COMBINATION EXTRUDED ALUMINUM
96 108 108 96 108 108 l 1D0' t ALUMINUM/LEXAM BLADES ACCORDION srLurreR
104 100 100 104 100 100 roe Ixn°e5 uv+BE ARxw+GED n MANr LARGE 4 SMALL
108 k4b
93 108 93 93 COMBINATIONS AS REQUIRED IMPACTED RATED
114 83 114 83 83 LH SB
120 75 120 75 75 INTERIOR/EXTERIOR
126 68 126 68 68 ENGINEERING:
132 62 132 61 61
138 57 138 53 53 INTEIz,OR/EXTEIVOR ENGCO INC. CADIIG
144 52 144 45 47 5595 ORANGE 09.201
150 48 150 38 42 LB 16 IB-\ DAVIE. PL. 33314
162 30 40 I G2 25 33 Tel.:(954)585-0304
AL1 LEXAN BLADES - . - ENGCO@AOL.CCMA
NOTES;....... ..
IH
1-ACCORDIONSHUTTER LRADE WM(INCIRS)rORALL CONDITIONSz.mmm-DESIGN tB�D LOAD manrrrpoainriy
5-UNEAK INTrkrOIADONH5 ACCErTABLE TOR DESIGN HAND LOADS AND MADE SPAN SEIN'EEN .rrrrr,`, DE F/ ��
TABUATEd.VALbES. :, INTERIOR/EXTERIOR
4-USEYADLE 1ANMEN ONE OR MORE"IDBIAMISLISM .4rRo ENB
S.BLADE REVERSED R15TAWTION LS AVOWED rOKALL MOU=D CONOrWN5 ff
No. 2609 a
' TABLE 2 *. 1*1•
MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATIONTYPICA�CPKO�' 5'5 5ECrION STAT
F c
A,B,C,D,E,GH X GLAZING SEPARATION (INCHES) �� wtGR1�P+����ir,
TDP TRACK
BLADE TYPE BLADE SPAN %1 L.y,,,IONAt rrislrr�•
t~- <=6O- <=104' <e I G2'
JUL 8 0 2015
Y ALUMINUM 2' 23/4' 3.125'
MASS ALL aWATI(M Engmeer Seal
a
n N]MATION Pedro De PlguuredD-PE 52609
~ ¢ LOAM 3• 3' 3S
C3 0. - a MIAMI DADE APPROVAL:
F- <�30 ELEVATION
rn L M N „ LSI(ODUCTREVISBD
Y Ld f 4 - LEXAN 2118' S. 3° g�°11Dd�CodeldLlhBFIcWdR
>3OflEVATIDN ADo Ix No 5.oS1 03
pq NOTES:
1J I-SEPARATION MOM GL47116 MEAS 511ALL BE MEASURED FROM
` G.I.5URFACE TO TIRE INNER M05T BADE OR LOCK.111ACE. y
H ` 2-GLASS SEPARATION 15 AFMCABLE PER THE HVtR MROWARD AND Mmol D 1.;hl"-
MM
7 MIA •DADE000NTIES).
= S//
i�
S.MEN SHUTTER PJ A53EMOLED WITH DOTH TYPES Of B AD6 THE
IARCC9T GLASS SEPARATION SHALL ArrLY.
DATE:04/07/2015
SCALE:NA
A,B,Bi,B2,B3,B4 BOTTOM TRACK
C D E F C I GH DESIGN BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING @:
2 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 A,51.152,133.B4
AND ANCHOR SCHEDULE - -� 1/1B JUST SHUTTER IT INC
1/4-14X1' GRS SDS OR w z glOX3/4• TEKS
SECTION A 1/4-20X1/2' HHMS V/NUT ¢a AT 12' OC 1341 5W 5.MACEDO BLVD
BUILT-OUT ON ANG Li SPACED AT 12'OC �'^ PORT 5T.LUCIE
HEADER OR BILL J 16 PLORIDA 34983
J_. OPTIONAL
5ECTION B4
Tel.:(772)201-9919
2,2A 11 Fax:(772)G73-0588
'- 6 ADJUSTABLE TRACK
1 1 ON REVERSE ANGLE WWWJU5T5HUTTERIT.COM
m EMBED, w 51LL ONLY
_ F
ANCHORS DESIGNED PRODUCT:
6A Z7 AS PER SECTION B4
ANCHORS DESIGNED = 10ON TABLE BELOW
AS PER SECTION A w v 8q SUPERNOVA
z -m ON TABLE BELOW PJCIRUDEDALUMINUM
1/1B ACCORDION SHUTTER
= aaa. 1/4-14X1''GR5'SDS OR V
1/4-20X3/4' PHMS W/NUT IARGEiSMALL
w a SPACED AT 5'OC ;j EMBED. - IMPACTED RATED
5ECTION B I 5
y 1/1 B ��E AN�E �: ENGINEERING:
SILL ONLY I ENGCO INC. CAOI IC
" W ANCHORS DESIGNED y /IB SECTION B3 DAVIE, FL. 333141
15595 ORANGE DR.
AS PER SECTION B1 w (110X3/4' TEKS Tel.:(954)585.0304
s, ..... ADJUBTAdLE ON
.: 4 �__.. .._— I1--L ON TABLE-BELOW ,:___....... .a.... .. .. AT••12' OC -. .... . . STE) GIP - ENGCOQAOLCOM ' '
'm w SRL ONLY
]/4-14X3'.GR5 SDS OR s ad 6 s. W ,', O�..DE F/^J,�
cyoo ANCHORS DESIGNED
1/4-20X1/2' HHMS V/NUT EMBED.--I ! V. ON TABLE.BELOW AS PER SECTION B3 �. �,C Nye Ty
SPACED AT 12'13C ^n ,•4
y v No. 2609 }
6A } TSTA F ty d
F (L10 ';� EMBED, �,� ti�•0R pV
L� a , A-� ANCHORS DESIGNED
w aJ 1/1B ? �� AS PER SECTION B2 1/4-14X1' GR5 SDS OR �"••rr�uarr'��
2 oa
16 ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
oPT1BNAL r 8q SPACED AT S'OC IUL$0 2015
y o ao I. L MAX. BLADE SPAN IN INCHES E�neer Beal
Pedro De P ueiredo•PE 52609
4 11 :j EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55UPE(P5F)
SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL
BASED ON SPACING IN INCHES ON CENTER
SECTION 52 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTRBVISM
1/4-14X1' GR5 SDS OR e
1/4-20X1/2' HHMS V/NUT u 'A'TRACK I s E1 I E EI E EI E1 E E] BuiladmgCoda hUteFlodda
SPACED AT 12'13C 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 B4 Ae�pl�callof - S/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98
ton oma o 20/9
A,Bi,B2 8 40 40 62 62 93 81 124 105 160 146
83,84 6 40 40 62 2 93 93 124 124 160 160 Dr
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 [H1a,n Cbn
SEE ANCHOR SCHEDULE pN
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (1`5P) BASED ON 5PACING IN INCH E5 ON CENTER
DATE: 7/2015
ANCHORAGE SPACING 162 132 108 84 60 SME;
A Al B IBI IC ID A Al B H1 C D A Al B B1 C D A Al B B1 C D A Al B B1 C DE51GN BY:PPMP
SECTIONS 14 40 -- 40 4 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 9 124 77 118 77 1 0 40 1 0 1
12 40 -- q0 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 1 0 47 160 t26 160 125
A,B1,B2 q0 26 40 40 40 40 6 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 1 4 124 160 71 16 1 0 1 1
B3,134 6 4 35 40 40 40 40 6�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 40 140 140 140 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 1 3 Of 13 15-14G
MANUFACTURER:
nPiCAL 5ECrION5 13 AND C JUST SHUTTER IT INC
AND ANCHOR 5CHEDULE
1341 9W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED TeI.:(772)'201-9919
AS PER SECTION C Pax:(772)673-0588
ON TABLE BELOW WWW,JUSTSMUTTERIT.COM
3,3A I 1
I Ld z N �" PRODUCT:
W °N SUPERNOVA
EXTRUDED ALUMINUM
w {•Ipp :L ACCORDION SHUTTER
16 - - .LARGEERA
LL
F, OPTIONAL IMPACTED RATED
ANCHORS DESIGNED =
AS PER SECTION B - z 1/1H
72A 11 I" W ON TABLE BELOW i a 5ECTION C
} a W W WALL ENGINEERING:
SECTION B _ HEADfRORSLL ENGCOO INC.5595 ORANGE DR. 'DI IG
BUILT-OUT GL 77 H 1/IB
REVERSE ANGLE -w i) EMBED--� .. �•. TeIV 1(954)585-0304
HEADER OR SILL .... .. .. ,i _. ....... ., ... F. _... .... •.... .. _.. _... ENGCOQAOL.COM'mr IL
'-
... k r j/,pU�io�i�ppy�
F
E.
� p
1/4-20X1/2GRHHMSSW/NUT 3,3A T ®g P�`Qt �MEHyF��•�t
SPACED AT 12'OC N `V
dlt s No. 2809 3
ANCHORS DESIGNED
AS PER SECTION C' .p
k ON TABLE BELOW ;it S W 3
IONAL
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P ) BASED ON CING IN INCHES ON CENTER JUL 802015
ANCHORAGE SPACING 162 132 108 4 60 Figairedoineer I
A Al B BI C D A Al B BL C D A AL BI C D A A Bl C D A AI B BI C .D Pedro DePguuredo-PE 52609
14' 4 -- 40 4 40 4 62 1 62 2 49 1 2 8 0 1 60 104 110 7 10 45 40 1 1 14 10
SECTIONS 40 -- 40 40 40 40 62 21 62 57 62 57 0 26 93 70 87 70 119 9D 112 89 156 47 160 126 157 125 MIAMI DADS APPROVAL:
B&C 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 1 12 111 124 111 160 71 160 156 160 155PRODUCT:WISED
40 35 40 40 40 40 2 43 62 62 62 62 93 52 93 93 93 93 124 124 124 124 124 160 94 160 160 160 160 WMoplyinaWith IhcFlodda
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 !24 124 124 160 137 160 160 160 160 BuildhgOndo
Acmplance Na 0513.03
MAX. BLADE SPAN IN INCHES By
LHOmID uct Conhol
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRI_SSURE(PSS
SHEET 11 FOR ANCHOR TYPE
BASED ON SPACWG IN INCME5 ON CENTER
ANCHORAGE SPACING--I162 1 13 108 84 60 DATE:04/07/2015
s E I Ell E E1 E E1 E EI E EI SCALE:NA
14 40 31 62 38 87 46 112 60 1 S7 84 DESIGN BY:PPMP
SECTIONS 12 40 36 62 44 93 54 21 70 16U198
B 8 C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 80 124 113 160 158
4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING N:
4 OF 13 15-14G
MANUFACTURPR:
ANCHORS DESIGNED TYPICAL SECTIONS D,E k GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTABLE
GH
ON TABLE BELOW ON TABLE BELOW 1341 5W S,MACE00 BLVD
PORT 5T.LUCIE
' <ED) EDGE a (ED) EDGE FLORIDA 34983
'• DISTANCE f DISTANCE Tel.:(772)201-9919
Id,
w Fax:(772)673.0588
E➢. E-1 I
6A / NN✓�N.JUSTSHUT7ERIT.COM
V/LEG J
TRIMMED m 2,2A a 6A
#1OX3/4' TEKS V/LEG PROOUCT:
AT 12' oC /-TRIMMED
SECTION D
_ T 2 (ED) EDGE 2 ACCORDION
CCO DI ALO NUM
INSET MOUNT W/
UTTFR
TRACK 2 OR 2A
w w Z NEMER OR SILL DISTANCE ACGLAR�GC ggA
~ a a SECTION EALL
_ IMPACTED RATED
�� 1/1 B ANGLE INSET MOUNT ",• w W t+ioofm
-� I HFADeRORSILL w 1/4-14X 3/4' TEKS
t �, .r,a.:.rx: a. = SPACED AT 12'OC
CK ENGINEERING:
Q
i M ¢1 SECTION GH ENGCO INC. C116i16
vii ro y ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HPAOER/SILL DAVIE, FL. 33314
AS PER SECTION E _ Tel.:(954 585-0304
..... ---..... ._...... . . .._ ..... __.. ... . .___.. ON TABLE HELOW.. .. ... _. ...._. ... .._. ENGCO®AOLCOM ..
N 3,3A 1/4-14X1' ORS SDS OR ,'',,'go I .......
.�
W 1/4-20X1/2' HHMS W/NUT.
_ SPACED AT 12'OC ���� "Eps�F/•'•
F11W �11 s¢ No.' 2609 t
*r
... vlxi as 1lIB _ STS F !V t
min
-� y�ss/ONAL E���`��•
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON AUL 80 1015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTEPl EngmeerSeal
ANCHORAGE SPACING 16 1 132 108 84 60 162 132 108 941 601 Pedro Dc Plguercedo-PE 52GO9
A H C D A B C D A B C D A B C D A C D s E E E %124160
16 22 7 - 27 33 -- 20 34 40 20 24 43 52 25 3 0 72 36 43 16 28 34 41 MIAMI DME APPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 8l 97 48 57 12 37 45 55
SECTION 8 40 40 26 32 55 62 32 39 67 80 40 4 86 103 51 61 121 1145171 86 8 40 62 83 PRODUCTRUVISP.D
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 11S 6 40 62 93 m complying with tho Florida
4 40 40 40 0 62 62 62 62 93 93 79 93 l24 124 102 123 160 160 143 160 4 40 62 93 guitdineCodo
_ Acespinto No 5 05 .03
11 -- 22 - - 2 6 -- - 2 32 -- 41 26 4 9 56 36 34 11 22 3 4 60 ggdet ion Dale (�
9 22 26 -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 3 41 5 3
SECTION E 8 25 30 -- -- 3I 36 22 21 36 44 2 49 57 35 33 68 80 49 47 8 30 37 46 82
6 34 39 24 23 41 48 30 28 50 1.59 36 35 65 7 47 44 91 106 65 62 6 40 50 6 78 0 duct Contra
4 40 40 136 35 62 62 145 42 76 89 55 152 1 97 114 70 167 1 136 160 96 lqq 1 4 401 521 64 82--
2 -- -- -- -- -- 22 -- -- 3 2 -- -- 9 34 22 20 41 46 30 28 12 -- 22 27 5 49 DATE:04/07/2015
9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 SCALE:MA
SECTION 611 8 23 27 - 28 33 21 19 34 40 25 23 44 57 33 30 61 72MU4
8 27 34 41 5 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 1 9 69. 3 40 82 966 37 4 55 71 9
4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 38 47 57 74 11039
SHEET DRAWING N:
5 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 G, F AND I
AND ANCHOR SCHEDULE -j JUST SHUTTER IT mc
r
N 1341 5W 5.MACEDO EILVD
PORT 5T.LUCIE
W
a I''�z SECTION I FLORIDA 34983
0- 1/lB 'aa Tel.:(772)201-9919
y F y RECESSED MOUNT Fax:(772)673-0568
w r a+ 51LL ONLY
= a WWW.JU5T5tiUTTERT.COM
AJI.
10X3/4' TEKS IT IH
`mT 12' oc
w
'- 5ECTION G ANCHORS TYPE PRODUCT.
ADJUSTABLE MOUNT A, B, C OR DEDGE CLEARANCE(EC) SPACED AT 48.00SUPEE2NOVA
INTO CONCRETE 4'(3000 PSI CONCRETE) `< APPLICABLE FOR ALL LOADEXTRUDED ALUMINUM
INTO WOOD-2112'(WOOD SG:0.55) �.. CEC) EDGE CONDITIONS FROH TABLE 1 ACQORDION 5HUITER
.INTO METAL:2'(cact•TCA wDRAsTmAsc5Tm) CLEARANCE 'LARGE 4 5MALL
IMPACTED RATED
IT
rn
.- (ED) EDGE
•ro-::. s?d "L•rc.- DISTANCE
STANDARD LOCATION _ 2� ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING.
AS PER SECTION Gt, W AS PER SECTION GI
ON TABLE BELOW (ED) ca ON TABLE BELOW ENGCO INC. uBI IG
,•�-- EDIE 5595 ORANGE DR 201
IISTOU w -1 1/IB DAVIE, PL. 33314
... - -... .._.. ALTERNATE CED) -.I ...._ --. Ia.... - -- --.... ..5 ION _.. -- ---.. . .. .. _... T ENGCO®AOL.COM 4
f� _'I ECT
EDGE DISTANCE r a 'A' ET MOUNT
► w 9IU.ONLY
F ANCHORS'DESIGNED ��r0Q '\.�•ENBF �ECTION F
�S
r AS PER S
H -,u ON TABLE BELOW No 2809 .'
' i 4
'.'d STA OF
1� ::1 :, • /ANAL
W
(ED) EDGE «� JUL 90 ?.015
DISTANCE w
MAX. BLADE SPAN IN INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro DePgumredo-PC 52609
SHEET LI FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRES E (PSF) BA5ED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 B4 6 MIAMI DADEAPPROVIW
A B C D A B C D VA C ID I A IB IC--]DA H C D s E E E
16 -- -- -- -- -- 20 -- -- 25 -- -- 2 32 -- -- 38 45 2 6 16 -- 21 26 33 46 PRODUCTR6V1sE?D
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 tacmlply nB Nith Lhv ilaNdA
SECTION G B 28 33 20 20 35 4l 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Accglo=N
6 de
38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 7l 70 6 40 56 68 8B 123 A�ami0mu x110 Q513•e3
40 40 39 39 62 62 48 48 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130BaplmbnDil°° 2efQ
1 28 34 1 21 35 42 - 25 42 51 23 31 55 66 29 40 76 93 41 55 16 43 53 95 Mj�pad oducl Control
SECTION 1 38 40 20 27 46 56 25 34 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70�12
127
G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 1 3 160 8l 111 8 40 62 93160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 308 148 6 40 6 93160DATE: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 93 160 5CALE:NA
DESIGN BY:PPMF
5HEET DRAWING k:
6 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT we
AND CORNER SECTIONS J
OPTIONAL
SEALANT 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
MIN. (3) ANCHORS FLORIDA 34903
C
ANCHORAGE TO WALL 5ECTION J TYPE A, B, C OR D_ Tet.;(772)201-9919
IS NOT NECESSARY 4' FROMS ENDS 5ECTION J I Pax:(772)673.0589
;s WALL MOUNT AND ONE AT MIDDLE WWW.JU5T5HUTTERIT.COM
1 rINSET MOUNT
�-- (X2) g1OX1 SDS IA
1 9,9A TOP AND BOTTOM 'OIBLDENf PRODUCT
_
LA
5UPERNOVA
I� EXtRUDED ALUMINUM
1( T—A
ACCORDION StlLFMR
> rw •-8 LARGE 4 SMALL
IMPACTED RATED
�iOP 8 BOTTOM TRACKS
ENGCO INC. G8if8
5595 ORANGE DR.201
DAVIE, PL. 33314
'--- .'-... .._ .. ... Tela(954)595-0304
ENGCO@AOL:COM
' risPrrprnr�e•"y.
ANCHORS TYPE �P '�\ EN8F t
�— SPACEDCATTR24'OC 4 NO 52609
m (ED) EDGE .i A STA OF
5 DISTANCE `�
E. EQ-1 � oµ ��`�,��r
w I a,•.. •'� NAI. 1.0
BUiCT OU7 MOUNT ,""�"aassrurrr�
2I OR Il JUL 8 0 2015
4IDX3�4' SS SMS OR Engmeer9eol
3/16' POP RIVETS Pedro De
W
IA SPACED AT 24'DC 5ECTION 13 Nuctredo-PE 52609
CORNER CLOSURE MIAMI DAVE APPROVAL
. PRODUCT'RRVISGD
a ooemlying ttith the Florida
-`�" BuDdingtx�ao
—_—•—..-- Amb iNi 15-0513.0; ,
Dl9
PAM
ru
M antro
DATE:04/07/2015
5CALEr NA
1 1 *L13CATED
A DESIGN BY:PPMP
IB IB N LOCK RDION
ERIOR SIDE
5HEET DRAWING rk:
70P 13 15.14G
MANLD'ACTUREW
TYPICAL HORIZONTAL JUST SHUTTER IT INC
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE 1341 5W 5,MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.WCIE
TO SECURE STACK
FLORIDA 34983
Tei.:(772)201-9919
Fax:(772)673-0588
-*u 7A WWW.JUSTSHUTTERTT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z NTION M PRODUCT:
INSIDE OR OUTSIDE AS REQUIRED, a F LOC"LO=ION
yaW CL05EP051TION 7A SUPERNOVA
t3w W 4 ACCORDION
�
EXTRUDED ALUMINUM .
co W LARGE 4 SMALL '
IMPACTED RATED
ENGINEERING:
OR 7A- • 7 OR 7A ENGCO INC. cAo11G
'� 7 OR 7A 5595 ORANGE OR.201
DAVIE, FL. 33314
Tel.:(954)585.0304
ENGCOOAOLCOM
IB 1/4-20X3/4'THUNB SCREW
LOCATED DN ACCORDION
INTERIIX2 OR EXTERIOR SIDE ni�'!�'•••••,,,
BRILL 1/4X1 1/2 PULL PIN ''j1, DE F1
3� BLADE TO RECEI EE SCREW INSIDE OR OUTSIDE . � %§
r.ENq
(19) PUSH BUTTON LOCK' C Q
LOCATED ON ACCORDION, _ NO.52609 ?
INTERIOR OR EXTERIOR SIDE
ALTERNATE SECTION M 1 .0
LOCK 5U.,4YITN 7D STA F 4y
•• LOCK BION M N STARTER BLADE SECTION T7. � Z
OPEN POSITION
ANCHORS TYPE
A, B, C OR D JUL8 0 ?.015
OR 7A SPACED AT 24'OC
Engineer Sol
rmA Pedro De F,,jmmdo-PE 52609
7 OR 7A 1A OBEKHT MIAMI DADE APPROVAL:
N PRODUOrRMSID)
B�1� lUitheFlwida
ASO on X15 051.03
�ao 7 OR 7A ��� Esq on Uala o 0/9
6 Leon o
111 PUSH BUTTON LOCK)7
OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
1 l
IB
SHEET DRAWING#:
9 OF 13 15-14G
MMUFACTURM
TYPICAL HORIZONTAL 5ECTION5
STD LOCK 5ECTION5 N JUST SHUTTER IT INC
1341 5W 5.MAaDO BLVD
PORT 5T.LUCIE
FLORIDA34983
Tel.:(772)201-9919
Fax:(772)G73-0588
0 -—5HUMP,CAN BE LOCKED FROM www.ju5TStiurrmT.COM
IN511)f OR OUTSIDE BY PLACING LOCK
N51DE OR OUT51DE A5 REQUIRED. 5ECTION N
i5' LOCK BLADE SECTION
CLOSE P051TION PRODUCT:
5UPERNOVA
fXnWLXV ALUMINUM
ACCORDION SHUTTER
LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
ENGCO INC.
I B 5 5595 ORANGE DR.ZO I
DAVIE, FL. 33314
22A— Tel.:(954)58.5-0304
I!NGCO@AO1.COM
22
22B F
KNo 2609 1
ANCHORS TYPE
A, B, C OR D ac
C' RNATE 5ECTI N111 SPACED AT 24 i
SECTION t 0-
IN ALTELOCK MADE VA NIP
LOCK MADE 5VCTION 1 -1,
OPEN POSITION 5TARTCR BLADE SECTION IA�
JUL 3 0 NIS,
2.15
Engineer Seal
Pedro De Fk3ucwcdo-PC 52GO9
MIAMI DADE APPRIDVA1,
WWflVl)ftv4Ih&AFImib
5WWk,$C4W
AcoqKmwNoj5�0,5
vii
22A 22 Controt
P.15
A2?ATIf=2l
22A—/ D_/
22 DATE:04107/2015
SCALE:
NA
DESIGN By,PPMF
,D-7
511EET DRAWING#:
10 or 13 1'5-14G
TYPICAL BLADE ASSEMBLY
MANUFACTURER:
13 BILL OF MATERIALS JUST SHUTTER IT INC
la 13A ITEM DESCRJPTK)N MATERIAL MANU5 CTURER 1341 5W S.MACIEDO BLVD
I BLADE GOr3-TG 99WOM N.A.5.& PORT ST.LUCIE
16 0.19 IA STARTER BLADE FLORIDA 34983
I)PTIMIL GOG3-TG ALUMINUM NA.5.A.
I 5 COMPOSITE BLADE N.A.5.A. TeLt(772)201-9919
20 ff Fax:(772)673-OSW
14 IC FLOATING 5TACr BLADE 651S.—Tr ALUMINUM N,A.S.A.
16 criuO TRAcr - -- 6063-TG ALUMINUM WWW.JU5T5HUTTfRff.COM
V/112'WALL MOU TRACK 609376 ALUMINUM N.A.S.A.
14 3A 2%VA-LLMOUNr G0G3-TG ALUMINU
4 *X TRACT, 6063-T6 ALUMINUM N.A.S.A.
5 ROCE.55ED TRACK N.A.5.A. PRODUCT.
45 ADJUSTABLE FEMALE TRACK 6063 T6 ALUMINUM N.A.5.A.
—ADJUSTAaE MALE Ti��C—K r0r.3-TC ALUMINUM N.A.5.A,
HEADER----1 -1 7 UNIMATE LOCK BLADE WJO LP rOG346 ALUMINUM N.A.S.A. 5UPERNOVA
0. 14 7A LINIMATE LOCK BLADE%W Uff GGG37G—ALUMNUM N.A.5.A. EXTRUDED ALUMINUM
a "V FEMALE LOCK BLADE 6063-T6 ALUMINUM WX5.& ACCORDION SHUTTER
13-#1 OX3,fin 8A LARGE 4 SMALL
GQG-1-TG ALUMINUM N.A.S.A.
813 HD ADAPTOR.FILLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW —6— I'JAMB CLOSURE 6063 T6 ALUtNNUM NASA.
410 STAINLESS STEEL —
VA Z'JAMB CL05URI! 6063 TG ALUMINUM N.A.5.0-
-75— _114-aRANGLE 6063
N N,A.5.A,
11 1 15-22)(C ANGLE 1051111 SUNNI= N.A.5.A. ENGINEERING:
0.19 WIIEEL CARRIER PLATED STEW N.A.5.A. ENGCO INC.
FILL13
0 13 4 lo)c3*tim BLADE BMW 410 STAINLESS STEEL N.A.5.A.
—1-3A III 10X2'HH-5—L-DESC MW
T J. -
0 _; 410 5TAJNLE55 STEEL 5595 ORANGE DR.201
ci 14 0.44'INAM.FIAT WASHFR 5TAINLZ55 STEEL N.A.5.A. VAVIE, PL. 33314
. — . 5 0.400xO.93'BUSHING NYLON N.A.S.A. Tal.:(954)585-0304
14 1 ig --0.400 x 0.67"EEL BUSHING NYLON N.A.S.A. O4rCOQA0LCCM
iB 144 L t 19 PUSH-DUrTOM LOCK
20 - 112'x 318-WHEEL SPACER NYLON N.A5.A.
5
a 14 21• 1 I�10-IVX2.5.004.1.50ANUES 6063-TS ALUMINUM E.
• 5TO FEMALE
13 11A L=BLADE 6063-T6 ALUMINUM
I3A-#I0X21hh LOCK BLADE! G0G3-TG ALUMINUM N.A.5A ENO,,
22B . STD LOCK KEEPER 60654-6 ALUMINUM N.A.5.A. A.
BLADE SCREW
410 5TAJNW55 STEEL ND:526 9
0.500
0. 0
0.4 0 0.390 pi
a 390 Q 44 0.03 0 Rl
c3 o C5 ILI
+ C3 '0000
0.310 JUL 8 0 2015
14-0.03'XO.44'0
STAINLESS STEEL Fogincer Sul
ci 6. c; d PLAT WASHER ANCHOR SCHEDULE Dedra Da rigmrcdo-PC 52609
IG-4610XG51 15-,A6'm 5D NYLON WHEEL BU5"NG NYLON BUSHING DESCRIPTION EMB MIAMI DADE APPROVAL:
20-1/2,0 X O.aG- 1/4*ITWTAPCO&N INTO 3000 P51 CONCRETE 1.75 3.0
NYLON W11CCL KE — PRODUCrIRRVISED
1/4#ELOD ULT N::�INTCI 2700 PSI CONCRETE 1.75 Rms< va complYlas vdth tho Flovide
SPACER At I . TAP ON T oomrRFTr-mnnic 1.25 8WIdIoXC9dv
114-ELCO ULTMCON INTO CONCRETE 13LOCK-51.25 1�- 97 til /9 r
t.'fn� . Iq
13 114-20X I ALL POINTS 5OLIDET INTO 3,0 K51 CONCRETE 3.0 q
131 Ume
114-20XI ALL POINTS SOLIDS INTO CONCRETE BUD—M O.07S 310 IL -
12-WHEEL CARRIER LA NLO G-155 — 1.50 1.0 =�.w
STAMPED 55 WITH D 1/4'-14'5ELF DRILLING SCREWS INTO I/8•STEEL OF ALUMINUM 0.75
NYLON%VEaS E 1/4'CRETE-FLEX 554 INTO 3000 FBI CONCRETE LIM I --
09 E 1 1/4-CRM-FLEX 554 INTO CONCRETE 13LQc;r,(2000 r5l) 1 1.25 1 3.0 1 DATE:04/07/20 15
ROM: ED,EM DISTANCE SML DC BROAD WA I U vMSiuc; SCALE:INA
ro IXWTAWFCOMEXW MCAOMU DFELU5=41141D V=D DSRCER9"CAN eCWEDftXMACeor 141LAaSCRme DESIGN BY:PPMr
ci
SHEET DRAWING III:
I I OF 13 15-146
MANUFACTUFM-
5NUTTER COMPONENTS BUST SHUTTER IT INC
4,56
-3.92
4,54 4.08 3.23 046 134
4.00 0 FORT ST. 9.MACEDO BLVD
1.24 1.99 0.61 2.BS PORT 97.LUCIE
4P' o d $ o FLORIDA 34983
0.97 o d c Tel.:(772)201-9919
N O d -- r
Pax:(772)673.0568
0 1,23 3.21 'sl T d o VAWV.JU5T5HUT(ER(T.COM
1B-COMPOSITEt�.4LB-
0
1-0.05'ACCORDION GLAD ru 1 $ ALUMINUM/LEXAN BLADE
d LEAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
T d AS FER NOA 13-0717.01 7-UNIMATE W O LP LOCKING BLADES 0.41
A 102UV LOCKING BLADES PRODUCT:
I A.STARTER BLADE
o.sl 2.31 5UPERNOVA
1.B3 'r ^ 'O °f EXTRUDED ALUMINUM
4.61 1,77-- 51 1, �° d DW d ACCORDIONSHUTIER
4.08 '7� LARGE 4 SMALL
�O. o m IMPACTED RATED
D,06
in T .. 8B-ADAPTOR FILLER
tl' 0.61 N ENGINEERING:
c N- °' o m o -' USE WITH 8 AND 8A
0 I C.0.05'FLOATING STACK BLADE D.07 (4,0 c yw a'li -1 99
2-INSET TRACK W1 RG RW7113NAL d o 3,00 ENGCO INC. GDIIG
HEADER!SILL MOUNT -9.64 5595 ORANGE DR.201
0.
a 13 OB Bar MALE HD 0.00 0.60
DAVIE, PL. 33314
2.1-INSET TRACK W/O RG Tel.:(954)585-0304
ALTERNATE CALLA -• HEADER/SILL MOUNT 8•FEMALE HD •- LOCKING BLADE ENGCOQAOL.COM
T(�(r END RETEPIOR LOCKING BLADE
:�•-4,11L/ APPLABiEi a m ^� 3.U3 P511155ED TRACKE ' 4
o ^ 51LL MOUNT ONLY d
a 60 2.01 �� . ENa k.AZ
n Lo o CA °a II 3? No. 2609 .
83 d 0 B6 '"• - 1.63--11 ' :*2.41 --� 0.79 y'O� sr
14:.I_P-
' d 0.07 RO N 0,06
0 0.61 d
3A-2'BUILD-OUT TRACK OPTIONAL �" e ^ 'r' d �^ d 9f1 ND JAMB CLOSURE Ip •.•�''tis'��ONAL rr���''r
d 0.86 �_' HEADER/BILL MOUNT Il 6 L C3
1,0 -� 3A.1.2'BO TRACK W/O 2213-LACK KeEPER INSERT JUL 80 2015
LTR
.58 0.61 RAIN GUARD(RG) 22-FEMALE STD 22A-MALE 5TD 9.1'JAMB CL05URE
LOCKING BLADE LOCKING BLADE N foomeer•Seal
53-1'//k BUILT-OUT TRACK OPTIONAL p Pedro De P:guaredo-PE 52609
HEADER/SILL MOUNT 3.70 -•1
125 _ 2� MIAMI DADS APPROVAL:
3.1-I'UJ'BO TRACK WIO APPROVAL-
0.125
�u- 9A-2'JAMB CLOSURE
RAIN GUARD(RG) 2.43 2.07 PRODUCT REVISED
L 9l 0.09 u e mplying Willi Iho ETu14da
1. 0.06 0WId14$COM
6 T 7 �� Expi Icin Diu.F Aaqlawa No 1
o �, Z z> 9
AMOUNT
oy a d - E s £ 21-I/16'THICK ANGLES' By
cr ^ d d o o 6063-75 ALUMINUM ALLOY Mhml COntm
Q- o 0 0 o O 510E CLOSURE USE ONLY '
C3 0.83 N vi
2.0.07 30.0763.36 0,75 NDATE:04/07/2015
9SCALE:NA
DESIGN BY;PPMP
6A-ADJU51LL M MALE.29 6-ADJUSTABLE FEMALE HEADEW SILL MOUNTHEADER/SILL MOUNT 5HEff .DRAWING M
11-I/8'THICK ANGLES 10-Ifo'THICK ANGLES 1' OR 1.5'� 12 OF 13 15-146
6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY
MANUFACTURER:
5ECTION x JUST SHUTTER IT INO
TRACK 2 OR 2A INSET 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.JUST5tiUITERIT.COM
0.63 0.62
1.25 1,25 1,25 -5,00-
-(4
(4 PER RAFTER) a PRODUCT:
i/4'X 2 1/4 FH TAFCONS 114%(5'60G3-TG ALUMINUM PLATE 0
WITH 2' MINIMUM 5UPERNOVA
PENETRATION INTO WOOD DaRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
��»-----5.Q0� IMPACTED RATED
N FI
1/4'X5' OR I/8-X5' 6063-T6 d
2,2A- ALUMINUM PLATE SECURED TO ENGINEERING'
U T-1iRAFTERS AT MAXIMUM 24' OC ENGCO INC. CA611G
o
SEE TABLE BEL13W FOR SHUTTER ALTERNATE TO PLATEALUMINUM
o
I/4'X2'X5"6063.76 ALUMINUM ANGLE
� SPAN & PRESSURE 5595 ORANGE DR.EDI
DAVIE, PL. 33314
w ,w 1/4'-IAX 2' SELF DRILLING SCREWS Tel.:(954)585.0304
W a SEE SHEET 5 MOUNT TYPED fNGCO(djAOL,COM
`t ANCHOR TYPED FOR ANCHOR SPACING
�a
N VR N
I 1/113 _ 0
6
iai1un��F11%,
op
f aa'��Wit' EM��, ♦;�
5.00 No. 2$09 �E
3� STA F �✓!
W`)(5'600-716 ALUMINUM PLATE 4 t7� fil Q B
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRf55URE5 '+.VSs"'""•,•'
FOR 5ECTION X WITH IIA'ALUMINUM PLATE PORSECTION X WITH 10 ALUMINUM PLATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DF5TGNED 5
SPAN PRf55URE P5 SPAN PRE55URf P5P � l �•,� � JUL 3 0 2015
IN BLADE I BLADE 15 IN BLADE I BLADE 15
60 ±159 ±159 60 ±99 ±99 (3 Engineer Seal
2 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o
Pear De F-guareaa-PE 52609
84 ±i 13 ±1 13 84 ±71 ±7l I/8'X2'XS'60G3-T6 ALUMINUM ANGLE
90 ±106 ±106 90 ±66 ±66 ns MIAMI BADE APPROVAL:
108 ± 88 ± 88 108 ±55 ±55 L?ROD[ICTRBVISED
126 ± 68 ± 68 126 ±47 ±47 �c90*Yi*WWI the Fbolds
132 ± 62 * 61 132 ±45 ±45 Bmtmag Code
I q4 +48,-52 +45-47 I k4 ±41 ±4 I Aecepu ac�)
I62 1+30,- +28,-33 162 1 ±30—1+28,-30 8y 19
hthuu Rrda ue Conv
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5
DATE:04)07/2015
SCALE:NA
DESIGN BY:PPMP
I
SHEEP DRAWING M
13 Of 13 15-14G