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DATE
Apr 27,2017
PAGEDES�T :
Site Plan
PAGE: OF
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1
MIAMI-DADS 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
--N0T10E 4QFXC(''itT_T' _ www.mis►midade.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 Mfami 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
revolve,modify,,or suspendthe use of such,productor:materialwithin 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: G°Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets i through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed-byPedroDe
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#14-0708.05 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
M1AMi•DADE couNTir � NOA No.15-0513.03
� ll%G�'N aEx-ppifa-tioneDaty 08A4/22019�,
Approval Date:08/27/2015
0 8�2 7��I S Page 1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED.
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
I
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
L See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 201 4, 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 Zaaa.
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 NASA:'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!Aprit 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015. ;
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2014
Approval Date:08/27/2015
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
L Se&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
i
L 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
Figur1redo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.S.A. 's generic drawing(No.
I5-I13) and'complids with FBC, 2014 Edition.
�4My A.Makar,P.E.,M.S.
Prodi,lct Control Unit Supervisor
..NOA-No.15-b513.03
Expiration Date: 08/14/2019
Approval Date: 08/27/2015
E-2
MANUFACTURERm5mUlya :
� RNr-----0---V- 0
JUST SHUTTER IT INC
� _ �
1341 SY! S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5MUTTER FSt.LUC1E
FLLOROR IDA 34983
LARGE M 1551 LE IMPACT RE515TANT Tel,:(772)201-9919
Fax:(772)G73-0588
W W W,JU 5T5HUTTCRIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
UMINUM
AND WIND BORNE DEBR15(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCOEKTRD I N SHUTTER
PRE55URES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HA5 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. CA6111
5595 ORANGE DR.201
'JUST SHUTTER IUDEDAL PORT ALUMINUM
ACCORDION
SH TABLE OF CONTENTS: DAME, PL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TeL:(954)585.0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" .. ...- .. ..._.. - .--- '--._ .._ .... '--. _-' -'— --_ --- - ENGCOQoAOL.COM ...
5HEET DE56T PTION
4-LOADS:DESIGNED LO CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-BYA .u.�'�••
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH 5PECIFIC PROJECT.THE cxml.ATCD DESIGNED TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS � '••%.,
-- - - PRESSURE MUST-NOT EXCEED THE ALLOWABLE PRE55URE5-FOR EACH SHUTTER COMPONENT.TO BE
USED. 2 TYPICAL ELEVATION,-ALLOWABLE PLADE PRF55URE TABLE 1, I A AND GLA55 - �.•�9�•'"�C, S•"'•
SEPARATION TABLE 2 `Qot
"}"�'
5-MATERIAL:ALL EXTRUDED ALUMINUM 9HAPE5 SHALL BE MADE OF 6063-TG No. 5 609 OR NOTED. 3 TYPICAL SECTIONS A.B I.B2,53,54 WITH ANCHORAGE TABLES
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT SET OP STAT \ F /
DRAWINGS.INSTALLATION AND LOAD5 A5 PER THI5 APPROVAL. 4 TYPICAL SECTION5 B 6 C WITH ANCHORAGE TABLES e�0.,k�
0 R 1O
t•(�S• ,
7-USE:17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR 5 TYPICAL SECTIONS D,ENGINEER OF RECORD E 4 GH WITH ANCHORAGE TABLES ••'•S/O111.1.NAL
TO VERIFY THE FOLLOWING: r••a,,,,•,•�pAd�
7.1-THE STABILITY OP THE STRUCTURE WHERE THE 5hurTER 15 TO BE ATTACHED INSURING PROPER G TYPICAL 5ECT1045 P.G a I WITH ANCHORAGE TABLES JUL S 0 7015
ANCHORAGE. 7 JAMB AND CORNER SECTIONS°J'
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BLIT NOT LIMITED TO,WIND LOADS,LOCAL CODE
REQUIREMENTS.DESIGNED PRESSURES ETC. E gmccr Seal
7.3-THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. NS'L'
8 LOCK MALE 4 FEMALE SECTIOPedro Dc figue:redo-PE 52609
5-.33 1/3%INCREASE-IN ALLOWABLE LOADS HAVE.NOT BEMUSED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE 5ECT10N5 1A' MIAMI DADE APPROVAL
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE PRODUCPRGVISED
- -- -
--FOR WIND LOAD HAVE BEEN USED. ------ - - — __ __ -__ IO _ STANDARD LOCK mpy g lhlit.Floridz
_ _ _ _ ow )In wi
TI BILL OF MATERIALS,ANCHOR SCHEDULE#BLADE ASSEMBLY. AA-mfNw a N
o 0 3,03
fixpi 'on Uala OR��[�
USER INSTRUCTIONS: 12 COMPONENTS py
Ma duce Caolrol
I-DETERMINE PROJECT DE51GN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'r DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE55UFE ON TABLE I OR TABLE IA. DATE;04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE514N BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FI1NGTION Of SECTION TYPE TO BE U5ED AS
PER 5HEET5 3,4,5 6 G.5ECT10N5 ARE INTERCHANGEABLE.
SHEET DRAWING#:
5-THE LOWEST PRESSURE PROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G ,
PRESSURE FROM GENERAL NOTES 4 -
MANUFACTURER:
JUST SHUTTER IT 1Nc
- ---�-� 1341 3W 5.MACEDO BLVD
)TA6L I TAB1 LE I-A-7 ?rjwpj0R1EXTMORJ 69MAXIMUM ALLO�LADE MAXIMUM ALLOWABLE #I�#I B BLADESBPORT S7,LUCIE
FLORIDA 34983
SHUTTER SPAN X PRESSURE 5NUT7ER SPAN X PRESSURE 16o- � ,Tel.:(772)201-9919
BLADE SPAN PRESSURE(PSF) BLADE SPAN PRESSURE(PSF) Fax:(772)673-0588
NALLALUMINUMB(ADESINCHES P N G INCITES P05 NEGNM/W.JUSTSNUTTERIT.COM
60 60 160 60 160 I6 r - l
66 158 158 GG , 158 158 — INTERIOR'/FxrEwOR- '•-'
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84; 124 124 INTERIOR/EXTERIOR 68 SUPERNOVA
90 1 1 G 1 16 90 1 16 .1 16 COMBINATION
96 108 108 96 . 108 108 L 1 L� ALUMINUM/LEXAN IVDE5 EXTRUDED ALUMINUM
100' ACCORDION StIUTTER
104 100 100 104, 100 100 No BLADES CAN Bt ARRANMD IN MANY LARGE 4 SMALL
108 93 93 108. 93 931B_/ Co nB ATIDNS nS REouI tD IMPACTED RATED
114 83 83 114. 83 83 1B
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126, 68 68 ENGINEIRING:
132 62 62 132, 61 61
138 57 57 138 53 53 ENGCO INC. uBIIG
_IA4r- ,4$�—-52as 144; 45 47 INTERIOR/EXTERIOR 5595 ORANGE OR.201
(`1'50 41 48 150 38 42
1H IB� 1H•� DAVIE, FL. 33314
162 30 40 162 28 33 \ Td.:(954)585-0304
- A-Lr LEXAN BLADES - ENGCOaOAOL.COM '- .....
I-ACCORDION SHURER BLADE SPAN(INCHES)MR.ALL CONDMON5 1 HJ �......11��,, '
2-PRLSSURe-DESIGN WIND LOAD(PSP) 1 B - ". y,
S-TAB AME.N 19 ACf2PfABlC EOR DtSIGN K1ND LOADS AND BLADE SPAN BEn+2EN . .INTERIOR/EX ER)OR , ,',''�N
(� DE F/C.,
4-US Be T/iBLE IAMENONEORMORETPe IBBU1DZISWD ,�` �(•T�r,`••,,E NS'•,���rp�•�
5•US REVERSED INSTANATION LS Al1LriYED FOR ALL MDUIDED CONDff10N5 �Q� �. ENV._
_ TABLE 2 No. 2609 10-
TYPIC, ELEVATION TYP_IGAL-CR055,S€GTION- MINIMUM SNUTTERSEPARATION FROM GLAZING *;
-O E STAT` F
C,D,E,GH X
T� TDP TRACK GLAZING 5EPARATION (INCHES) •:�'��s F�0 R 1�P
BLADE TYPE BLADE SPAN •I''S,,�HA�p� P''
N <=60' <=104' <-I G2'
JUL 3 0 2015
Y ALUMINUM 2' 2 3/4' 3.125°
ALL ELEt/AT10�J5 Engineer 5e21
n rhAss Pedro De Flgueredo-PE 52609
a z n s wAnw
~ < LEXAN 3' 3° 3-
a- '� <=30 ELEVATION MIAMI DADE APPROVAL:
v' L, M, N _
PRODUCT RGVISF-U
W
-.a -_-._- -.. --- -- LEXA_N 2 1/8' 3" 3° Ruild1 ying with the Florida
- - -- - - - w >30 ELEVATION --- --- - - pu ld(ng Code-
r AooeptaneD ND 5-05/3.03
NOTES: - ion lYal°O ^19
I.5CFAKAT10H PROM GLAZING AREAS SHALL BE MEf511RED PRLIM
_GVI71NG 9lIW'ACE-TO THe'MIICRMOSTBIADEORLOCK5UMALE—^ By
2-ffI1[PARATION IS APRICABLe P[RTHEINNZ@40WAPD A140 M1BrIlID DduaCDnhol
=
7ftti5CALE:
IARG[ST GLASS SEPARATION SHALL APPLY.
DATE:04!07/2015
A,B,B1,BD2,63,B4 BOTTOM TRACK DESIGN BBY:PPMF
C,D,E FG,I,GH [SIG
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING#:
2 OF 13 15-14G
TYPICAL SECTIONS A.B 1,132,153,134 MANUFACTURER:
AND ANCHOR 5CHEDULE - -} I/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w�Z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341.5W 5.MACEOO BLVD
BUILT-OUT ON ANGLE SPACED AT I2'OC PORT 9T.LUGIE
11EA0ER OK 51LL 16
OPTIONAL FLORIDA 34983
11 SECTION B4 Tel.:(772)201-9919
2.2A °x°° Fax: 772 G73-0588
_ 6 ADJUSTABLE TRACK ( )
I 1 ON REVER5E ANGLE 'W✓•-1USTSHUTTERIT.COM
m EMBED. w 51LL ONLY
rxao _ W Nx r- ANCHORS DESIGNED PRODUCT:
AS PER SECTION B4
ANCHORS DESIGNED = 10 W ON TABLE BELOW
_ V ®Q AS PER SECTION A " > Po SUPERNOVA
1/IB ON TABLE BELOW - PXTRUDED ALUMINUM
w w ,:.-• 1/4-14X1''GR5'SDS OR - ACCORDION
5MAU_ -
=-+"' `•� 1/4=20X3/4' PHMS W/NUTTT4
w w �: IMPACTED RATED
F ¢ SPACED AT 5'OC ?; EMBED.--�
AQ SECTION BI
1/1B 'A'TRACK ON
REVER5E ANGIO _ ENGINEERING:
SILL ONLY I ENGCO INC, cgeltc
•;f` ¢ 1/I B 5595 ORANGE DR.201
j ANCHORS DESIGNED va, SECTION B3 DAVIE, FL. 3331 4
AS PER SECTION B1 810X3/4' TEKS gDJU57ABLEON Tel.:(954)585-0304
a
4 - -:--.... ..--- C1--L oti ON--TABLE--BELOW �:-:-....- F .... - .. -. AT-'1'2' OC -. .....-.. STD.ANGLE - ENGCOQAOLCOM - --
ca L SILL ONLY
' .�. ppr/oniy
1/4-14X1'.GRSSDS OR chm I 1 6 W W ANCHORS DESIGNED .`���''���' /ryF'•.�
1/4-20X1/2' HHMS W/NUT EMBED.--I H I j ,r. WQ AS PER SECTION H3 ,���.;p4}•'��C,N,q�;••,,.�
SPACED AT 12'DC ON TABLE.BELOW .Q .• i�
r _ w No. 2609
f
6A 7 I '��ih STA F �
F ti 8 10
EMBED.•--�jl �'OR �P•�t\�`4��d
w ANCHORS DESIGNED ? 'mss/
_ I/1B � `W''�' AS'PER SECTION B2 1/4-14X1' GR5 SDS OR
••�NA�.rrr''''�'1
w
16 T ;,, �'ra ON TABLE BELOW
OPTIONAL t ..y 1/4-20X3/4' PHMS W/NUT
w �_ W A SPACED AT 5'OC JUL 3 0 2015
F rloo
ti - t v MAX. BLADE SPAN IN INCHES FnemPedro De 59m edo-PE 52609
4 l 11 EMBED. SEE ANCHbR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE M AXI MUM ANCHORAGE PRESSURE(f 5F) MIAMI DADE APPROVAL:
BASED ON SPACING IN INCHES ON CENTER
- 1/4-14X1'-GR5 SDS OR SECTION B2 AG ACI 1 132 108 84 60 DUCT RBVISDD
ANCHORAGE SPACING
1/4-20X1/2' HHMS W/NUT - — A'7RACKON- -- - - - 62E1 E--E1 E" E1' E==E1 E=-E1. _ _,_!pl�93VI thcFTarida
SPACED AT 12'OC 14 40 31 62 38 93 46 124 60 160184
Bwld�gg e
STD ANGLE
51LLONLY SECTIONS 12 40 3 62 44 93 54 160 70 .1160198 Ilan
NoI - S/3.o3
A.B1,B2 6 40 40 62 62 93 81 124 105 160 146 I(on Dalc
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 611em uc Cm,vo
4 40 4 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UR.E (P5 F) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 _ 84 60 5ATE;04/07/2015
CAL,E:NA
A Al B IBI IC ID A Al B BI C D A Al B B1 C D A Al B B]' C D A Al B B C D DESIGN BY:PPMF
SECTIONS 14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60. 92 60 116 29 124 7 118 7 160 40 *16DI 160 10712 40 -- 404040 40 62 - 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 1258 40 26 40 4D 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 1 4 124 l24 160 94 ]60 160 SHEET DRAWING#:
4 40 40 40 40 40 40 62 62 62 62' 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 3 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS 13 AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Pax:(772)6730588
DN TABLE BELOW NMMI..lU5T5HUTTERff.COM
313A
Ldz PRODUCE:
a
as a
1/1B 8Q 5UPERNOVA
r B(TRUDED ALUMINUM
w Irypp ACCORDION 5HUITER
mOD 1 ,�'pi;;'i:>ir!.. 16 ` .LARGE 6 5MALL
IMPACTED PACTED RATED
ANCHORS DESIGNED =
�z AS PER SECTION D z I/IB
2,2A 11 ;^ w a ON TABLE BELOW z 0. p�SECTION C "p
~ tr y WALL MOUMRMTH ENGINEERING:
TRACK,30R3A ENGCO INC. CA 9116
SECTION B - - HEADER OR SILL
H P9 I/IB 5595 ORANGE DR.201
BUILT-0UT ON ; DAVIE, FL. 333-0314
4
REVERSE ANGLE :a EMBED. Tel,:(954)585-0304
NP.ADCR OR SILL ; ._. _ ., .... _ _._. ..._.. _.. .. ENGCO aOAOLCOM
s
�r � I Ti X1111//1111/11//�,•,,
f: {�1�( •111 y
1/4-14X1' GR5 SDS'OR .. 3,3A `Y a ,�•�,+�`:.ENSF F�'q
1/4-20X1/2' HHMS W/NUT N _
. SPACED AT 12'13C :u •¢ �ND. 2609
of = I
Md ANCHORS DESIGNED
t' AS PER SECTION C' ST
'a ON TABLE BELOW ''P
k 0A0\At
OR
Opp G\��V,�•
.•
.��ss�ONAL ON 111•
MAX. BLADE SPAN 1N INCHES "'I•Ijjjjj11111
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PP.E55URE (P5 F) BA5ED ON 5PAC ING IN INCH E5 ON CENTER JUL 802015
ANCHORAGE SPAPING Engineer Seal
162 132 1108 "-N X91; "� 60 Pedro De F:uaredo-PE 52609
A Al B H1 C D A AI H BL C D fA�+ Al B Hl C D RTASi�;A1�%B Bl C D A Al B BI C .D 9
;1'4 ►40 -- 40 40 40 40 62 ]B 62 49' 62 49 �B7
I;22 86 0. 1 60 1104`i 29104 77 145 40 1 1 146 107
�SE�i{ONS 1240 -- 40 40 40 40 62 21 62 57 62 57 26 93 70 87 70 111 34 119 90 112 89 47 160 1 6 157 ]25 MIAMI DADS APPPOVAL:
88C 74— 40 26 40 40 40 40 62 32 62 62 62 62 39 93 87 93 66 124 51 1 124 111 124 111 160 71 160 1 6 160 155 rtTonucl xevislaD
.6 40-- 35_ 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 1 4 124 124 160 94 160 160 160 160 w c%nplyingwith 1h.MoM.
t 4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 '93- l24 98-'124 -1 4' 124 124 160- 137 160 160 160 160 Building Codo_
Acoeplance Na 0513.03---
' F.� tloa Uatoo�A
MAX, BLADE SPAN IN INCHES Ex /
Miwpl Ua ucl Cnnlrol
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P56
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 1 84 1 60
DATE!04/07/2015
5 E E1 E E1 E E1 E E1 E El SCALE:NA
14 40 31 62 3B 87 46 112 60 15 84 DE51GN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 16 98
B&C 8 40 40 62 62 93 771124199 16 138
6 40 40 62 62 93 88 124 113 160115B
4 40 40 62 62 93 64 124 108 16151 SHEET DRAWING N:
4 OF 13 15-146
MANUPACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
CED) EDGE Wm FLORIDA 34983
DISTANCE w (ED) EDGE
DISTANCE 7e1.:(772)201-9919
E0. Ea Fax:(772)673-0588
6A WW.JU5TSHUTTERTT.COM
•:'P. '" 4/LEG
TRIMMED
2,2A N
H10X3/4' TEKS 6A
.. W/LEG PRODUCT:
U T� AT 12' OC TRIMMED
SEGiION D
_ "'m I INSET MOUNT W/ (ED7 EDGE 2 SUPERNOVA
w HTRACK 2 OR 2A EADER op,SILL ASTANCE EXTRUDED ALUMINUM
w Q z d LARGO SMALL SHUTTER
lit
a SECTION E `' r- IMPACTED RATED
v=i IAIy 1/1B ANGLE INSET MOUNT !-� W � cw I HEADER ORSILL _ wT 1/4-14X 3/4' TEKS
L W SPACED AT 12'OC ENGINEERING:
l = <a 5EGTIONGFI ENGCO INC. �ett6
to wt^ ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER/SILL DAVIE. FL. 33314
ro AS PER SECTION E I T IfN(954)585.0304
...._ _-....... .._- __._.._ - .._ ._.. ._-. .._ 7--/,4-?OXI/2-
_.. ON TABLE ENGCO®AOLCOM
_ m 3,3A 1/4-14X1' GR5 SDS OR d•�'rrro.......1
1 HHMS W/NUT. �.'�\`,. E FIGO
SPACED AT 12'Oc ,,....EH..... Fj•'g
F "n r 11 f No 2609 ��`
as*
_. vI=i a� 1/IB' 3.p} ST; OF fJtV
rG� �..
••�ss�ONAL ��`'•
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON ju 30 2015
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANGHORAGE PRE55UKE (P5F) BASED ON 5PACING IN INCHE5 ON CENTER Engineer Seal
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 B4 60 Pedro De Ftguewedo-PE 52609
A B C D A B C D A B C D A B C D A B C D s E E E E
9
16 22 27 - 27 33 -- 20 34 40 20 24 43 52 25 31 0 72 36 43 lb 28 34 41 53 74 MIAMI DADE APPROVAL:
12 30 36 -- 21 37 44 22 26 45- 54 C2632 58 69 -34- 41 B1 97 46 57 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 80 86 103 51 61- 121 145 71 86 8 40 62 83 106149 PRODUCfREVISM
40 40 35- 40 62-`62 43 52_ -90- 93` -195' 124 68-'82 -160-160 95= 1=15-- `6.=—40•_.62 93.124 160 ascomplyingwithlhaSoridn
40 40 40 40 62 62 62 62 93 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 -Building Codc -
A=,gg:.wT:c 5-05 .o3
11 22 22 26 27 32 20 35 41 26 24 49 58 36 34 11 22 27 33 43 6D BVI ionDate�
9 22 1 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 33 L1 52 3 D
SECTION B 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 5 82 p dudConho
6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 109
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 913 193 1 4 401 52 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 26 12 -- 22 27 35 49 DATE:04/07/2015
9 20 24 - 25 29 - 30 3b 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 SCALE:MA
SECTION GH 8 23 27 - 28 33 21 19 34 4p 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 B2 96 61 56 6 37 45 55 71 99
4 40 40 34 31 56 62 42 38 68 80 51 47 88 1103165 60. 123 144 91 I4 4 381 47 1 57 74 103
5HEET DRAWING B:
5 OF 13 15-146
MANUFACTURER
TYPICAL SECTIONS G,F AND I
AND ANCHOR 5CHEDULE -' JUST SHUTTER IT we
r
= 1341 SW 5.MACEDO BLVD
1 1/1 B PORT 57.LUCIE
z s FLORIDA 34983
H 1/1B W a'T SECTION I Tel.:(772)201-9919
R)=CE55ED MOUNT
r y Fax:(772)G73-0588
r Wn
SILL WWW,JU5T5MUTTERIT.COM
u < #IDX3/4' TEKS y
ct AT 12' oc cym
x L i'
PRODUCT:
r 5ECTION G ANCHORS TYPE
I! ADJUSTABLE MOUNT A, B, C OR D
rsi SILL ONLY
EDGE CLEARAMCIf(EC) SPACED AT 48-EIC 5UPERNOVA
INTO CONCRETE-4'(3000 PSI CONCRETE) APPLICABLE FOR ALL LOAD WKUDED ALUMINUM
m I INTO WOOD=2 1/2'(WOOD SG:0.55) _ (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION 5HUTTER
.INTO METAL:2%C0ca1cAute-MAfoMA3c5= CLEARANCE "LARGE 45MALL
f t ti IMPACTED RATED
( EDGE
DISTANCE
STANDARD LOCATION _ _2,� ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED
ENGINE[RING:
AS PER SECTION G ci C
ON TABLE BELOW (ED) w AS PER SECTION GI ENGCO INC. caoltc
�:;� Eaf w ON TABLE BELOW 5595 ORANGE DR.201
DIST= -1 L/lB DAVIE, FL. 33314
.... - -... .._.. ALTERNATE (ED) _..� ...._ -- --...r y.._ - ,. -- •A'"TRACK INSET MOUNT
-.. -- ---- .-.. _. .. _.... O@AOL.COM4
Tel.:(95
ENGC
EDGE DISTANCE w SILL ONLY Arra.•.,,,,�
ul ro
a rd C
,.DE F..GFT;%
Pq F 1_ ANCHORS DESIGNED
....
�CENSF, �w
r AS PER SECTION F
ON TABLE BELOW *5'N0; 2609 L*4
STA
r'
(ED) EDGE JUL 8 0 20
DISTANCE w
MAX. BLADE SPAN 1N ]INCHES
SEE ANCHOR SCHEDULE ON Engmcer5eai
Pedro De Fi uevedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRP55URE (P5F) BA5ED ON 5 P A C I M G IN INCH E5 ON CENTER
ANCHORAGE SPACING - 162 132 —X108. 84 60 162 132 IOB 84 0 MIAMI DADEAPPROVAL•
A B C D A B C D `A 'B C D A B C D A B C D s E E E E E
- -- -- 16 ------- -- -- -_=20 - --- -21- 25--- --_2 32 - -- 38 45 2 26 _ 16 -- 21 26 33 46 PRODUCT REVISED
12 22 23 27 -- -- 28 33 20 20 36 43 2� 25 51 60 35 35 12 23 28 34 44 2 --- - asamPly Ag with The Florida
SECTION G B 28 33 20 20 35 41 24 24 4 50 30 29 54 64 3 38 76 90 53 53 8 34 42 51 66 92 BdiQingCode
6 38 40 26 26 46 54 32 32 56 67 39 39 73 66 51 50 102 120 71 70 6 40 56 68 BB 123 ExpiraenroNo 0513.03
4 40 40 39 39 62 62 48 48 65 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 >B �^�ie o_ f��Zo�C�
-16Y 28 34 IS 21 35 42 -- 25 4 ='S1 23 31 55 66 29 40 76 93 41 55 16 35 43 53 B 95 MSIDad oduGCmttrof
SECTIONS 12 38 40 20 27 46 56 25 34 5 69 30 41 73 88 39 53 102 l23 54 74 12 40 58 70 90 1 7
8 40 40 30 40 62 62 37 50 8 93 45 62 109 ]24 58 79 153 160 B1 111 __8_F40 62 93 124 1160
G1"ORF' 6 40 40 40 40 62 62 49 62 93 193 160 182 124 124 77 106 160 160 108 148 6 1 401 62 93 1124 1160
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 CALE:NA
DESIGN BY:PFMF
5HEET DRAWING k:
6 OF 13 15-146
MANUFAMREF--
TYMCAL-HORIZONTAL
P-T,IONAL JUST SHUTTER IT INC
-SEALANT 1341 5W 5,MACE00 BLVD
PORT ST.LUCIE
TO WALL SECTION.) MIN. (3> ANCHORS FLORIDA 34955
ANCHORAGE TO WALL r—
CAKCI—T-R�—�ELO-nE I L_[W5F-C-T -J- TYPE A, B, C OR D Tel.:(772)201-9919
ISS-NOT-NECESSARY -TkT6 CLOSURE 4' FROMS ENDS-1 Fax:(772)G73-0588
WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE WAW.JIL15T5HUTTERIT.Com
INSET MOUNT
II
T-
(X2) U
OB13SDS IA
9,9A TOP AND XI )
FABEKK PRODUCE:
IA TRACKS
r�t w 5U
PERNOVA
-
ACCOOTRURDION 5DED ALUMINHUTUM
TER
LARGE t 5MALL
or IMPACTED RATED
IN ENGINEMNG:
TOP & BOTTOM TRACKS FNGCO INC. cAailc
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)565-0304
ENGCO@AOL.'COM
ID
ANCHORS TYPE
A. B.*C
ORD
SPACED AT 24'OC NO 52609 X
aWi (ED) EDGE
DISTANCE0-' STA QF
—E
_ff TION-J12—
�-J�b CLOSURE
BUILT-OUT MOUNT
21 OR 11 JUL 3 0 2015
#IOX3/4' SS SMS OR
IA 3/16' POP RIVETS Pedro De N�wcd.-PE 52GO9
wSPACED AT 24•De SECTION J3
>2 CORNER CLOSURE MIAMI DAVE APPROVAL:
FRODUCTILEVISIED
m omiplying wim ilia r1orida
-Bultding Cod.
Ion 021.
t Rh0141-1.1 uct Centro
DATE:04107/2015
SCALE;NA
7 OR 7A DE51GN BY:PPMF
C19> PUSH BOTTOM LOCK
I B LOCATED ON ACCURBI13M
INTERIOR OR EXTERIOR SIDE
5HEtT DRAMNG#:
7.OF 13 15-146
MANUFACTUREP-
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT 1Ne
HD LOCK SECTIONS L
1341 5W 5.MACEDO BLVD
FORT 51.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
W WW.JU5T5HUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM N
INSIDE OR OUTSIDE BY PLACING LOCK Z fu SECTION L
INSIDE OR OUTSIDE AS REQUIRED. o r a H LOCK BLADE SECTION
JCLOSE P051TIONEL PRODUCT:
Iii,w EXTRUDED ALUOMIN M
ACCORDION 5NUTTER
L J LARGE 4 SMALL
IMPACTED RATED
ENGINEERING-
N° ENGCO INC. GA 8116
1 1 5595 ORANGE DR 201
1H IB DAVIE, FL. 33314
Tel.:(954)585-0304
.. ..
SA .. .. -... ENGCOQAOCCOM ...
665 8 -
��pun,u..••••.,,••
�.,pE f��U�.•.
p�
GENs` gyp•:
COMMERCIAL MORTISE LOCK W/ �Q'�,,•' �~±-`p-
EXTERIOR KEY OR THUMB TURN f` NO 52609 "101
AND INSIDE .THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE :8 A, B, C OR D o t
SPACED AT 24'OC gyp - STA OF
ALTERNATE SECTION L IO�;k�e
LOCK BLADE WITH •. (C •.Z 0 I,�,.P,•���`pi
SECTION L STARTER BLADE SECTION LA -ysS�
LOOPEN 05SECTITION N DEE@tENf ♦.•��NAL•����rn'�
MAW
-- 111L s 0 2015
21 2` �-.f1. Engineer Seal
4 d Pedro De Pigue�redo-PE 52609
MIAMI DADE APPROVAL:
lin
a
--- --- _
DUCT
PRO RBVISF:D
=N - - _ - -_- _ _ _ _ _ _-- asmmplyio8wilhlho Florida
-Building --
AcceplaKeTto Seo .03
Expt ion 1)alo 0 019 ,
SA
BA- g Wood Dad uct nlro�,
B ,J1H
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GM BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1B EXTERIOR KEY OR THUMB TURN. 1B
AND INSIDE THUMB TURN SHEET DRAWING N:
INSTALLED ON SHAPE 8_ 5 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT me
UNIMAT.E L'OCK-5ECTIONS
- LOCKING PINS APPLICABLE 1341 5W 5.MACEDOBLVD
9-----`-'""'��J-- 0NLY AT OPEN POSITION
TO SECURE STACK PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
-av 7A VAW.1U5T9HUTTERIT.COM
w
NOTE:5HUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCKe
Z w SECTION M PRODUCT:
INSIDE OR OUTSIDE AS REQUIRED. o
r- LOCK BLADE5ECTION
¢¢= cLosEFosmoN 7A--USUPERNOVA
j a N 4—
EXTRUDED ALUMINUM
La W ACCORDION SHUTTER
n
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A- 7 OR 7A ENGCO INC. LA 8116
7 OR 7A 5595 ORANGE DR.201
DAVIE• FL. 33314
I Tcl.:(954)585.0304
.._ .._ .__ .... .. .. .. .... ..- ENGCO@AOL.COM
IB—/
SCREW
LOCATED ON ACCDRDION
OR
INTERIOR OR ANDETAPRDPPOSIICIR TE 1/4XI 1/2 PULL PIN rrdr ,'rr",rr��"�
6 '. 3� BLADE TO RECEIVE SCREW INSIDE DR OUTSIDE P`'� •rDE FIS•..
��`` �CENS`t��•�'�
(19) PUSH BUTTOM LOCK •Q_/ 'e
LOCATED ON ACCORDION,
INTERIOR OR EXTERIOR SIDE NO.52809* 1
ALTERNATE 5ECTION M I 'fl 1+ STA OF
SECTION M—,1 LOCK BLADE VATM
K-BLADE-SECTION STAKTERBLADESECTION ��'��+''•;,�OR1�P+'\?��``
OPEN POSITION .06- I�s`r�ONAL x
,,�gpnnoppr"'
AA, B, C ORPD JUL 8 O 7.015
7 OR 7A SPACED AT 24'OC
Engineer Seal
11 Pedro De Fupevedo-PE 52609
7 OR-7A IA � MIAMI DADE APPROVAL,
w PRODUCT REVISED
-_-
Ain _ __ __ _ _ _ _ _ _, __ __ ___ __ _ _, _ _ _� _ r mmPlying with the Florida -
"t"""`• BwlmnACnde..
vxv 7 OR 7A '� AEtglFmil Dafo�o/
9
WtiW 9y
1 1 Dade t Con ro
1B PUSH BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIBE
DATE:04107/2015
SCALE:NA
DESIGN BY:PPMF
1 1
SHEET DRAWING#:
9 O 13 15-I4G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTIONS JUST SHUTTER IT Wr,
STD LOCK SECTIONS N
1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JU5TSMUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE AS REQUIRED. ICU LOCK BLADE SECTION
0, CLOSE POSITIONPRODUCT:
N"W
Q
X
10 SUPERNOVA
IL EXTRUDED ALUMINUM
r^w ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
_ ENGINEERING:
ENGCO INC. cnellt
I 1 5595 ORANGE DR.201
IB IB DAVIE, FL. 33314
22A Tel.:(954)585-0304
_ ... _.. .. ._. - ENGCO@AOL.COM
68 22 ;,rrrppn•rr...����,
22B '�40 �, D F/
0. N0 2609•i
{ E 7
ANCHORS TYPE
A, B, C,OR D
SPACED AT 24'OC '�o�,, R
ALTERNATE SECTION N I =.'��(`'• 0R P'"��p•�
5ECTION N LOCK BLADE WITH
LOCK BLADE SECTION STARTER BLADE SECTION 1 A •,•�sS!�NAL.� �•�
OPEN P05111ON ESdBROT I r rrrrrrrr
JUL 3 0 2015
3d 2, 15 Engineer 5ea1
Pedro De Figuevedo-PE 52609
MIAMI DADS APPROVAL:
11 6P�- IL I+ROOUCI'gI1VISED
Y aoraptyieg�r111:the Florida
a — — _-_ =s+uldvlg Code
AcoqU=No)-5 05 3.nS
Expi 'nUate o 1 job
c 22A 22 uc Con4o
1
IB 22B
22A� \\ DATE.-04/0712015
`22 SCALE:NA
1 DE51GN BY:PPMF
113 / 1B
SHEET DRAWING#:
10 OF 13 15-14G
MANUFACTURER:
CpL:ES(1ADE:A5SEM6tY-
BILL OF MATERIALS JUST SHUTTER IT INc
13 1341 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUF CTURFR PORT ST.LUCIE
12 13A 1 BLADE, 620-7l A1LMN4 N.A. FLORIDA 34983
16
0.19 I A 5TARTCR BLADE 6063.76 ALUMINUM N.A.S.A Tel.:(772)201-9919
tttll1 I B COM 1TE BLADE 6063-T6/LENM7 N.A.S.A. Fax:(772)G73-05W
IC FLOATING STACK BLADE GO63TGALUMINUM N.A.S.A WWW.JU5T5HUTTERIT.COM
20 14 a 2 CBUNG TRACK 6063-T6 ALUMINUM N.A.5.A
16 3 1''I'll
WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
14 1 J 3A P.WALL MOUNT TRACK 6063-76 ALUMINUM N.A.S.A.
lB I 4 R 6063-T6 ALUMINUM N.A.5.A.
JIII- 5 REC ED TRACK 6063.76 ALUMINUM N.A-5.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK G063-T6 ALUMINUM N.A.5.A.
6A
ADJUSTABLE MALETRACK 6063-T6 ALUMINUM N.A.S.A. SUPERNOVA
HEADER I-` 7 1 UNIMATE LOCK BLADE W/O IF 6063-T6 ALUMINUM N.A.S.A. MRUDED ALUMINUM
0.14 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
8 HD rENIA1Z LOCK BLADE 6063.76 ALUMINUM N.A.S.A. LARGE 4 SMALL
5A HD MALE LOCK BLADE 606 TG ALUMINUM N.A.5.A. IMPACTED RATED
13-#1 CX3'HH 85HD AD OR FlLLER 6063-TG ALUMINUM N.A.5.A.
BLADE SCREW 9 1°JAMB CLOSURE GOG37TG ALUMINUM N.A5.A.
410 5TAINLE55 STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A
10 1/4-2XANGLE 606 -T6 ALUMINUM N.A.S.A. ENGINEERING:
I I 1/8.2X ANGLE 6063.76 ALUMINUM N.A.S.A.
O.I9 12 M41E CARRIER PLATED 5TEEU NYLON N.A.5.A. ENGCO INC. CA 81L6
SILL ,D 13 #10X3'HH BLADE SCREW 41 O STAINLESS STEEL N.A.5.0. 5595 ORANGE DR 201
ID 13A #I0X2'HH BLADE SCREW 410 STAINL 555 STEEL N.A.5.A. DAVIE, FL. 33314
0 14 0.44'DIAM.FIAT WASHER 5TAJNLE55 STEEL N.A.S.A
a 15 0.46'0 x 0.93'BUSHING Ntt0 N.A.S.A. _ 'Tel.:(954)585-0304
16 OAG'0 x 0.65•WHEEL BUSHING NYLON N.A.5.A. ENGCOQAOL.COM
19 PUSH- UTTOM LOCK
14. lB .. 14 ._.. 20 1/2. 8•WHEELSPACER NYLON NA.S.A .'L�rL�p.nunn....
16 y r: 21 IIS-IX2 IX25,IX4 1.5X3 ANGLES 606375 ALUMINUM N.A.S.A. �� E F
15 �11@VL 0.14 22• STD FEMALE LACK BLADE 6 T6 ALUMINUM N.A.5.A.
l3� 13A 22A, STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. ��� 0• ENB�`�� �
13A-d I OX2'HH a'7
BLADE SCREW. 228 STD TACK KEEPER COGS-T6 ALUMINUM N.A.SA.
41 O STAINLESS STCEL * N0.-52609
0.500 0.460
STATE
0.460 0.390-1�] '�'P�s.�.�.(ORI�p;��?P�,
I I De Yn 1
0.20 0.390- 1 � � � 0.44 0.03
��� aC5JUL 30 2015
0.3l0
n o a I /( - n�i 14-0.03'X 0.44'0 Engineer Seal
m
v Q ^L d I- o STAINLESS STEEL _ _ Pedro De Plgueiredo-PE 52609
FLAT WASHER �P� "NCHORGhIEDIJLE.
I6- 15-.A6° X.93• TYPE- DESCRIPTION - EMB E D. MIAMI DADS APPROVAL:
0.50 NNYLONN WHEEL
BUSHING NYLON BUU SHING
- - 20--1/2.0x0.36' - _ - __- ___ - - _ rY/��' I/4"ITW7 CON INTO 3000 PSI CONCRETE 1.75 I 'O�a: MLODUCT RBVISBU
NYLON WHEEL -- - -- I/4°`ELCO'ULTKAGON INTO 2-700 P51•CONGRETE- -_ -_-._1.75___ __2.5 w complying with tho Florida
dl
SPACER (' Al. FI/4-ITWTAFCON INTO CONCRETE BLOCK 1.25 r Aacplmco No 05! .p3
Cod
1/4'ELCO LTRACON INTO CONCRETE BLOCK 1.25 2.5 P.xDI ioDUote�Q , [ [Zp/9
B 1/4-20X I ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE 0.875 3.0
B I 14-20X I ALL POINTS SOLID-5ET INTO CONCRETE BLOCK 0,875 &0 BY
C I OOD G SCREW INTO G=,55 WO 1.50 1.0 Dad Control
12-WHEEL CARRIER D 1/4'-14 SELF DRILLING SCREWS INTO 1/8'STEEL OR ALUMINUM 0.75
STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0
p NYLON WHEELS E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04/07/2015
�6 SCALE:NA
HOTE5: EO:EDGE DISTANCE SHALL BEDMUDWMLDRGSSING DESIGN BY:PPMF
E140:EMDE0MENf 5tLALL BE BEYOND WALL DRESSING
•� 1/4'TAPCON.1/4'CRETE-PU X 914 WOOD SCREWS CAN BE USED DI REPLACE Of 1/4'LAG SCREWS
O --
I--1.24-� SHHEETDRAWING N:
I I OF 3 4
SHUTTER COMPONENTS MANUFACTURER
4.56 3.92 JUST SHUTTER IT INC
4.54 .08 3.23 a+6
4.OB
J44 1.24 1.99 a61 2.65 1341 SW 5.MACEDO BLVD
PORT 9T.LGCIE
m o n g 0.97 0 o FLORIDA 34983
N1 0
a o 0 o Tei.:(772)201-9919
O Oh 3.21 sP d Pax:(772)G73-0588
o' �- 1.23 IB-COMPOSITE 1.48 o WWW.JUSTSHUTTERIT.GOM
2.04
^ ALUMINUM/LDWJ BLADE
FT'O.Ol5 ON BLADE m�, LpfAN POLYCARBONATE APPROVED 7MUNIMATE'W/LP-•
�•-� 0 1.45 o AS PER NOA 13-0717.01 7 UNIMALE Wf0 LP 'lAIADI'S 0.41
)(L IO2UV LOCKING BLAO� PRODUCT:
-1 ARTER BLADE U; 0.51 2.31 SUPERNOVA
4.61 1.83 1,77-1-1 '51 EXTRUDED ALUMINUM
n ..
�4.08 h� o� -1.56 a cs 006 a ACCORDION SHUTTER
-� � I LARGE F SMALL
@� o ----A� IMPACTED RATED
C)
0.86
ro
h O __� :� m T a j T m 88-ADAPTOR FILLER
h o -__�__= ^+.-. m o - m o o• USE N4TH B AND 8A
@� I C-0.05'FLOATING STACK BLADE 0.61 ^I rti .i a.: mo ni ENGINEERING-
0.07 o ___1_ . .
2-INSET TRACK W/RG OPTIONAL o 0 3.0 ENGCO INC. CA 61�G
HEADER/SILL MOUNT -0.64 5595 ORANGE DR.201
0.00 0.60 DAVIE, FL. 33314
0.13 2.I-INSET TRACK W/O RG 8M MALE HD p,08 Tel.:(954)585-0304
ALTERNATE CALK - HEADER/SILL MOUNT ••• 8-FEMALE HD •'_ .. LOCKING BLADE -
ENO RECEPTOR LOCKING BLADE ENGCO(ajAOLCOM
vl� APPLICABLE M 3.83 /
w TRACKS 3.11 0 ^� N 'ssl�i���nni�ii.v
3A AND 3A t o _ 5-RECESSED TRACK '01 a E F
_I o,to •Q�' ^ SILL MOUNT ONLY
4, o NP, 2.01 ENaV
0.10 a os / No. 26077 9
0 i-i 2:410.86 ' - . 1.65----�� `.* i1 STA o' 0.07 0.61 2.28 �' 0 N I O ••RG ^� m `� ^ ,`' 9B-HD JAMB CLOSUREo �.�SS • i3A-2'BUILD-OUT TRACK OPTIONALd eo " d N •�/ONAL ;�1�j4�
0 0.66 m HEADER/51LLMOUNT a 6 d --......nn
1.0
3A.1-2•EO TRACK WIO 22B-LOCKKEEPER IN5ERT 2.70 � JUL 22-FEMALE STD 22A-MALE STD
8 0.2015
.SB ^10.61t- RAIN GUARD(RG) 9=I JAMB CLOSURE= _- y V
�.. ,..:. v,�
0.07 pPTIONAI LOCFJNG BLADE LOCKING BLADE e= 10 Pedro De P eedo-PE 52609
r3 I° 50f[T--OLJTTRACK
HF1 11ER`LSILL.MOUNT-�
_ 0.125 0,25 MIAMI DADE APPROVAL•
3.1-1'//'BO TRACK W/O - 9A-2'JAMB CLOSURE MODILICT_
ED
RAIN GUARD(RC)-- _ _ __ 2.43 II 2.07-0..09 =_ -- _ _ as complying wiN�he Florid.
0.86 -- F-l. - 0.06--- - - Buildi.g CbEe
0,61 II .�� Accqume No S,0 13.03
L Exp i0an.l.n g zo�q
o Z?C Z JC
0.06 ah m o - =< >=f - 2 I-III G'THICK ANGLES Hy
0.61 - O' ^ o o n 1 00 00 " 6063-T5 ALUMINUM ALLOY M101n1 uct Conhn
ao
0 0.83 Ai Iri ni vi SIDE CLOSURE USE ONLY
^o o• 0 2.09 2.61 0.75 DATE:04/07/2015
0.07 0.07 3.36
0 0 2.23 N SCALE:NA
TI �� 6h ADJUSTABLE MALE DESIGN BY:PPMP
0,95 1.13 1.29 G-ADJUSTABLE FEMALE HEADER/SILL MOUNT �---2.O---I
3.37 HEADER/SILL MOUNT
s-A iRA-K�--..- _ 511M .DRAWING N:
§IL!MOUND-DAILY 19,-I/8&THIcK-ANGLES`T f 10-1/4'THICK ANGLES 1' OR I.51- 12 OF 13 15-146.
A -- --- - -- -- 0008�TG.,,URt IINUM-ALLOY---' GOG3-TG ALUMINUM ALLOY
MANUPACTURER:
SECTION X JUST SHUTTER IT INc
TRACK 2 OR 2A INSET MOUNT
5ECUREO TO AN AWMWUM PLATE 1341 5W 5.MACEDO BLVD
BETWEEN WOODTRU55E5 PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JU5T5HUTrEMT.COM
0.63 0.62
1.25�+1.251.25 5.00 ^� l
(4 PER RAFTER) I-"`�-' cu PRODUCT.
1/4'X 2 1/4 FH TAPCUNS 1 C3 SUPERNOVA
WITH 2' MINIMUM 1/41X5'6063 TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
,. ACCORDION SHUTTER
LARGE 4 SMALL
'
5.00 IMPACTED RATED
lu
1/4'X5' OR 1/8-X5' 6063-T6 0- ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO
- RAFTERS AT MAXIMUM 24' OC AM=TOP o ENGCO INC. CA0116
I SEE TABLE BELOW FOR SHUTTER 114'X27(5"6063-T6 ALUMINUM ANGLE 5595 ORANGE EX 201
SPAN & PRESSURE
DAVIE, FL. 33314
Ix w WI l/4'-14X 2' SELF DRILLING SCREWS ..- -. ..-. - TeENGCO@AO COM
z SEE SHEET 5 MOUNT TYPE D
�NANCHOR TYPE-D FOR ANCHOR SPACING 'go„......,, ,..GS
_i �L .. P/O ..
:?PQ,p`l•r,., .....� EH,9F':/ e s.oo -I No. 2609 fib
:* °*
' STA OF
' o 118"X5'6063-T6 ALUMIMUM PLATE :�'�S'+F„�O R �P��\?••`�
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRESSURES S/ONAL ���`.0
FOR SECTION XWiTH 1/4'ALUMINUMPLATE FORSECTIONXHATH 110 ALUMINUM PLATE �'••.,,,,,,,,.a�'`�
BLADE MAXIMUM DE5IGNED BLADE MAXIMUM DESIGNED ��5.00�
SPAN PFZ55URE 5F) SPAN PRESSURE P5F JUL $0 2015
IN BLADE I BLADE I IN BLADE I BLADE 1 BEN,neer 501
60 ±159 ±159 60 ±99 X99 Pedro De Figuoredo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o
64 ±1 13 ±1 13 84 ±7 I ±7 I /8"X27(5'6063-T6 ALUMINUM ANGLE c i MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 ± 88 ± 88 108 ±55 ±55 PI(oAvcrnwVlshn
—- — - ---- - - 126 ± 68 ± 68 = 1 26 B oWi p;I;ng with the Flodd�
132 ± 62 ± GI 132 ±45 ±45 Acaplecicoallol�- 13.03 -
144 1+48,-52 1+45,-47 144 1 ±41 ±41 UonUol o o19
162 1+30,-40 1+28,-33 162 ±30
D71tcv Dndo uct Contro�
NOTE- I- UNFAR INTERPOLATION 15 ALLOWABLE BfIWEEN BLADE SPAN SIZES
DATE:04/07/2015
5CALE:NA
DESIGN BY:PPMF
- I
5HEET DRAWING tE:
13 OF 13 15-146