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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
(�N_0nCE OF-.ACCEP_TANCE(NOA)_° www.minmidade.eov/economv
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Part St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing they 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). i
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
revolve 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: Lf 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 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 ibeen 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.
.I
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.
MI DARE couNTY NOA No.15-0513.03
MIA
1`/2✓ xpil ion_Date:Q8114%2Q19�
Approval Date:08/27/2015
0 8/2 7/2AI S Page 1
i
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS , i
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I 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.
I
B. TESTS
1. See Association's generic approval under 14-0155.
I
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.'sl 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, 201 S, 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:08/14/2019
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.
i
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.
i
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.
5`I ,_p f R N
,O` /AA, JUST SHUTTER L INc
�J i� ��/- 1341 5W 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER PORT ST.LUCIEI'LORIDA
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tet.:(7 19
Pax:(7722))6773-053-05 88
W NW.J U5T5 HUTTERIT-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 BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
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 CO(x.
3-POSTING;A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING:
ENGCO INC. CA 6116
'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE pF CONTENTS: 5595
5 5a�ce33314 1
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER
Tel.:E. F . 304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' .. ..._ ..... . _...._ ...._ _ .-.. -• .---. __. ...__. ._. -_... ENGCO®AOL.COM
SHEET DESCRIPTION'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BYl1 .."rr••••••••,
'
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OP CONTENTS,GENERAL NOTES,USER INSTRUCTIONS A' DE Flt••W
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER COMPONENT TO BE0� •, F%
USED. 2 TYPICAL ELEVATION,ALLOWABLE BIADE PRESSURE TABLE 1, 1 A AND GLA55 d� �0 8F / s
SEPARATION TABLE 2 $q
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SMALL BE MADE OF G063-T6 OR AS NOTED. NO.5 609
3 TYPICAL SECTIONS A.B 1.B2,83,84 WITH ANCHORAGE TABLES
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OFF
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL.
_ 0RIC1 ���•
�:,�s • (��•�P
7-USE:IT SMALL BE THE RESPONSIBILITY OP THE CONTRACTOR,ARCHITECT OR 5 TYP{CAL SECTIONS D.E 4 GH WITH ANCHORAGE TABLES ENGINEER OP RECORD
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F •"'•••••••"pA
F.G i'I WITH ANCHORAGE TABLESd•,
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 3 0 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS B 7 JAMB AND CORNER 5ECTIONS'J
BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE Erg neer Seal
REQUIREMENTS,DESIGNED PRESSURES ETC. 8 LOCK MALE<FEMALE SECTIONS R" Pedro De Fgueuedo-PE 52609
7.3-THAT THI5 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 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL•
FOR TH&FRODUCT APPROVAL-HOWEVER,WOOD ANCHOR5-WITH 1.6 LOAD DURATION INCREASE -- LO STANDARD LACK SECTIONS'N'— _____ _ _ ___ PRODUCTRL'VISPI)
FOR WIND LOAD HAVE BEEN USED. noomplyingwitfitlCoFliiiiJS- --
Building
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. ACcemw Qxlo
oxplu,00 Na _oS13,o3
EVI IonUato 19
USER IN5TRUCTION5: 12 COMPONENTS ppyy
M' D Juct Canlrol
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION*)('DETAIL5
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PF955URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER 5HEET5 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING b:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER,-
JUST
ANUFACTURER:JUST SHUTTER IT INc
T -TABLE I ABLE I A L INTERIOR/EXTERIOR 1341 ST. S.MACEDO BLVD
6j PORT 5T.LUCIE
MAXIMUM ALLOWABU' #I BLADE MAXIMUM AL OWABLE-Ai-R N I B BLADES FLORIDA 34983
SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE L 100.1 )� Tel.:(772)201-9919
BLADE SPAN PRESSURE(PSF) BLADE 5PAN PRE55URE(P5F) `w ALS L ALUMl40 BLADjES Fax:(772)673.0588
INCHES NEG INCHES 1 1 WWW,JU5T5HUTTERIT.COM
60 16 —GI I INTERIOR/EMERIOR
66 158 158 66 158 158 �y �
72 I 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 68 5UPERNOVA
90 I 6 116 90 116 116 COMBINATION
96 108 108 96 108 108 1 1 1� ALUMINUM/LEXAN BIADE5 ACCORDION
ALUMINUM
104 100 100 104 1100 ran )oo B ADCS CAN Be ARwweED IN MAW ACCORDION MALLSHUTTER,
108 93 93 108 CO93 93 I H 1 B COMBINATIONS A5 REOUIRLD IMPACTED RATED
114 83 83 114 83 B3
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 6B 68 ENGINEERING:
132 G2 62 132 61 61
138 57 57 138 53 53 INTERIOR/EXTERIOR ENGCO INC. cA81Ic
,'144 '4B' —52-- 144 45 47 5595 ORANG-DR.201
I50 R"1'�-48'� 150 38 42 lH 1B IH DAV1E, PL. 33314
162 30 40 _ I G2 28 33 Tel.:(954)585-0304
NOTES: -,--- . ALL-LEXAN BLADE5 - ENGCO@AOL.COM
I-ACCORDION SHUrTER LADE 5PAN ONCHES)FOR ALLCONDITIONS
2-PIQBSURE-DG5IGN LAND LOAD WSPI 18 I B rr�rrrru�A�AA����,
3 TWARANTMMAIION 15 ACa"ABLE rOR DC51GN NAND LOADS AND MADE SPAN BETWEEN ::INTERIOR/EXTERIOR . . d��l�• DE F/
4-USE TABLE IAIVWl ONE ORMORETYPE ID BLADE 15 USED
S.BLADE REVERSED INSTALLATION Is ALLOWED roRALL MOUNTED CONDITIONS 44v
No. 2609?
TABLE 2 * *r.
_ MINIMUM SHUTTER SEPARATION FROM GLAZING
LTYPICAL ELEVATION L-TYPICAL CR055 SECTION 'o STAT F
A,B,C,D,E,GH X
GLAZING SEPARATION (INCHES) S�s Ali OR
10`
TDP TRACK
~.s/OMAN.
BLADE TYPE BLADE SPAN '••,,,,,A„r,pr�
<=10 ' <-162'
JUL 3 0 2015
x ALUMINUM 2' 2 3/4' 3.125'
c.rEDgmeer Seal
¢ „I GLAss ALL EIEVATION5
a SDTIAr101 Pedro De Rgoaredo-PE 52609
~ Q NiLEXAN
°- - - < <e30'ELEVATION 3' 3' 3' MIAMI OAOG APPROVAL:
C4 L M N '., - d
- - --—
PRGDUCI'REVISED
L) is-- ( w ---- -- --- -3`--- - -- - - -d ooBNp{yiBg wldl Ina FIDr)dn -
¢ J >30 EIEVATKA 8WIding Code
pq
F Aoccpl recNo S_os .03
NOTES: ton llato le{
W 1-SEPARATION/ROM GOING AREAS SMALL Be MDlSURED FROM
H
-2—GGLAZING 5URrAM TO TILE DINER MOST BLADE OR LOCK SU fACe. 9Y
I- 06TSIPARATIOH 15 AI MCAOU!MR THE MVt4(ULO/ARD'A!D”T 1MIIImI O plod ConlrD
= MIAMI-DADe COUNTIES). !
y 1.3-=IT,7T I,%r 11611D wn,BOTH TYPES OP BLADC9.T)16-.'
LARGEST IL
AIION 5M
DATE:04/07/2015
A,B,B1,B2,B3,B4 BOTTOM TRACK SCALE:
4 C D E F G I GH DESIGN D BY:PPMP
SIIUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING a:
2 OF 13 15-14G
TYPICAL 5ECTION5 A,B 1,132,133,154 MANUFACTIIRM-
AND ANCHOR 5C11EDULE - -' 1/la JUST SHUTTER IT INC
1/4-14X1' GR5 SDS ORw z ItIOX3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢z AT 12' DC 1341'5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'13C J h
HEADER OR SILL PORT 5T.LUCK
OPTIONAL FLORIDA
2,2A 11 c•'>tao SECTION 8 )201 4 Tei.:(772)201
6 Fax:(772)G73-0588
- ADJUSTA8IE TRACK
-
EMBED _t ON REVERSE ANGIO WWWJUSTSHUTTERJT.COM
w SILL ONLY. x
.. �a3 {...:•i•:ra:.
;�. �`' di ffm
6A i ,,, ANCHBRS DESIGNED PRODUCT.
r: AS PER SECTION B4
?' ANCHORS DESIGNED = 10 ;' ON TABLE BELOW
_ ®Q VA
AS PER SECTION A pEpRpNL OINUM
1/!B ON TABLE BELOW
= 0. ?. 1/4-14X1`-GO SDS OR ACC�045MiUULtER
1/4-20X3/4' PHMS W/NUT
w s IMPACTED RATED
W ¢ SPACED AT 5'OC '.y EMBED.
m 5ECTION BI
rn REVERSE ON AN '{ ENGINEERING:
SILL ONLY -I ENGCO INC. CAtSl lf.
1/I B 5595 ORANGE VIL 201
;y u ANCHORS DESIGNED to SECTION 83 DAVIE. FL. 3331 4
0
z AS PER SECTION B1
4 - „- 11 " a w it10X3/4' TEKS Tel.:(954)5B5A304 -
F
ON ,:---..... .n-.. - .. .. AT"12' OC -. ........ ADJU5TABLE ON - --. ENGCOQAOL.COM _. . .
v. I- ¢ STD.ANGLE
n a M SILL ONLY
1/A-14X1'.GRS S➢S 0R �, 6 s; w ANCHORS DES]GNED ,�4�t���,,,,,...,,H�M1
1/4-20X1/2' HHMS W/NUT AS PER SECTION B3 .�t v' .�C Ns •o
EMBED, t V F
SPACED AT 12'OC I_ _ ON TABLE.BELOW ,AK�},
H ;, w; No. 2609
1fI 1 6A �� STA F ,7
EMBED, *FOR OQ'."•+���'',,•
T ¢ 1/IH -"„ ASCPERSSECTIONEH2 yss�DESIGN
ONAI.���p�
1/4-1aX1' GRS SDS OR %..
N TABLE BELOW -20X3/4' PHS W/NUTIs
F I l)PTIDNAL A SPACED AT 5.00 JUL $0 2015
y o�oo I MAX. BLADE SPAN IN INCHES Pedro De Pigue redo-Ft 52GO9
4 11 EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGEE55URE(P5F)
SHEET 11-FOR-ANCHOR TPR
YPEMIAMI DADE APPROVAL:
_ _ ,a BASED ON SPACING IN INCHES ON-CENTER-
1/q-14X1. 4R5 SDS OR SECTION B2 - - -- ANCHORAGE SPACING - 162--j- 132-----108-1--94- -—60- -- - - _ PROI)lIC1 RBVISPD _
1/4-20X1/2' HHMS W/NUT + A'TRACK ON s E1 E EI E EI E1 E E7 a+tamplyingwilh the Florida
SPACED AT 12'OC 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 &dld(nBCbde
SILL ONLY SECTIONS 1 40 36 62 44 93 54 160 70 160 98 E4&=cmtro
Acctca Na -9s/3.o3
A.Bi,B2 8 40 40 62 62 93 91 124 1 5 16 146 > 19
mi
83,84 6 40 40 62 2 3 93 124 124 160 160 a
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSP) BASED ON 5 P A C I N G IN INC11E5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 DATE:04/07/2015
A Al IDI IC ID A Al II BI, C D A Al B Bl C D A Al B B1 C D A Al B B1 C DESIGN BY:PPMF
SECTIONS 14 40 -- 40 40 40 62 -- 62 49 62 49 90 22 93 6D 92 60 116 9 124 77 118 77 160 40 16011081160 10
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 B9 160 �47160 126 160 125
A,81,82 q0 26 4D 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 24 124 160 160 1 0 160 160
63,84 6 40 35 40 40 40 40 62 43 62 62 62 62 93 92 93 93 93 93 124 67 124 124 124 124 160 160 160 160 160 SHEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 1 3 OF 13 15-14G
MANUFACTURER
TYPICAL MCTION5 13 AND C JUST SHUTTER IT INc
AND ANCHOR 5CHEDULE
1341 9W 5.MACEDO BLVD
PORT 5T.LUCIE
' FLORIDA 34983
ANCHORS DESIGNED Tel,:(772)201-9919
AS PER SECTION C Fax:(772)673-0588
ON TABLE BELOW WWW.JUST5HUTfERT.COM
$
3,3A
I Q�a ca PRODUCT:
M Q N
1/IB ®Q SUPERNOVA
r' �: EXTRUDED ALUMINUM
w _ taco v ACCORDION SHUTTER
. . f- " •t•.u•.. '� 16 =.r ri:r-x; IMPACT t SMALL
= UPT[DNAL IMPACTED RATED
ANCHORS DESIGNED M 1/1B
' AS PER SECTION B z
2,2A 11 f a ON TABLE BELOW w a GSECTIQPLC�
T a WALL MOUNT WITH ENGINEERING:
Li w
F a
HEADER
ENGCO INC. uellc
SECTION B v HEADER OR SILL
' v=i fA 1/IB 55VIC PL. 3331495 ORANGP DR. 1
QUILT-OUT ON T+ DA
REVERSE ANGLE} EMBED. Tel.:(954)585.0304
HEADER ORSILL .... .. _. •( .._ _. ....... .... c. _... .... ,.... .. _.. _.._ EN AOL.COM ._
E F1
1/4-14X1' GRS SDS'OR 3,3A `� ®q ���', � E S��`,I•�
1/4-20X1/2' HHMS W/NUT _
SPACED AT 12'OC r VNo. 2607— ANHORS DESIGNEDPER SECTION C' II
TABLE BELOW %
iO.t��tApR 0 x\Z.�.•'�
ys10NAL �a.''°��
MAX. BLADE SPAN 1N INCHES
SEE SHEET 11CFOR ANCHOR HOR LTYPE JUL 8 0 2015
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER
162 132
,;7-1083' E"84 2• 60 Engineer Seal
It I A Al B BI C D A Al B BI C D I A"I Al B Bl C D A_A'1 H Bl C D A Al B H1 C D Pedro DePguaredo-PE 52609
4 -- 40 4 40 40 62 *62G2
49 �81`I 2 8 0 1 60 'j04-1 29 110 104 145 40 1 1 14_ 113
�SEC7LQNS 12 40 =- 40 40 40 40 62 62 57 87 26 93 -70 87 70 111 34 .119 90 112 89 156 47 160 126 157 125 MIAMI pADEAPPROVAL:
40 40 40 40 62 62 62 93 39 93 87 93 B6 124 151. 124 111 124 111 160 71 160 156 160 15 PhODUCrREVISCD
6 40 35 40 40 40 40 2 62 62 93- 52 '93-93- 93 93124- 67 l 4 -I24-124-12 - 160 -.94— 160 160 160 160 aoamWyingelUllho[Tal{do
4 40 40 40 40 40 40 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 Buildtod Coda
Acoaplance do
Bxpi tbnUatoyo�A i,
MAX. BLADE SPAN IN INCHES 6y /
Mi I Dad uct Control
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(1`5F)
SHEET 11 FOR ANCHOR TYPE
13A,50ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 62 1 132 1 108 1 84 1 60 DATE:04/07/2015
s E I E1 I E I Ell E lEl I E E1 I E I EI 5CALE:NA
14 40 31 62 38 87 46 11211'a
60 157 84 DE51GN BY:PPMF
SECTIONS 12 40 36L62 44 93 4 12170 1 0 98
B&C 8 40 40 62 62 93 77 12499 160 138
6 40 40 62 62 93 88 124 16'11
60 158
4 40 40 62 62 93 84 124 108 160 151 SHEEP DRAWING M:
4 OF 13 15-146
MANUPACTURFF.,
ANCHORS DESIGNED TYPICAL 5ECTION5 D,I;*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR 5CHEDLILE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW S.MACEDO BLVD
PORT ST.LUCIE
(ED) EDGE nWu (ED) EDGE FLORIDA 34983
DISTANCE
DISTANCE Tel,:(772)201-9919
` s
F W Pax:(772)673.0588
E0. E0.
6A WWaV.JUSTSHUTTERTT.COM
N/LEG
TRIMMED
m
2,2A fu
F 1110X3/4' TEKS vi LEG PRODUCT:
.xT 117 AT 12' oc TRIMMED
SECTION D
_ MCD 11 I INSET MOUNT W/ (ED) EDGE 2 5U.PERNOVA
� TRACK 2 OR 2A EXTRUDED ALUMINUM
WI HEADER OR SILL DISTANCE ACCORDION HE 4 �iCR
` a SECTION E _ IMPACTED RATED
y 1/1 B ANGLE INSET MOUNT ? s u o.m
_I I HEADER OR SILL W -
11 1 w 1/4-14X 3/4' TEKS
= SPACED AT 1210C
w
ENGINEERING:
X
l ¢� =A.JUE5TAfUE
ENGCO IN cnnilc
~ y m y 5595 ORANGE DR.201
ANCHORS DESIGNED DAVIE, FL. 33314
C.) AS PER SECTION E 1 el.:(954)585-0304
..... --...... ...... -_.....- .._ ..... __.. .. . .----- - ON TABLE MELON.. .. 11 .. _. ...._. ... .._. .-,... - -.. ENGCO®AOLCOM
1/4-14X1' GRS SDS OR ,�'``�����",r��N�''•.
1/4-20X1/2' HHMS W/NUT. ;'" P``, F/Q(7F�:
_ SPACED AT 12'OC /
•�yR` \ EN ►'
T ,p•'•t
NO.' 2609 i7 E
z
en W
Q¢ 1/IB'
0.
io
NAL
......tn.nn
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON AL 8 0 2015
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSU R_E (PSF) BASED ON SPACING IN INC11E5 ON GENTERI Efgmeer Seal
ANCHORAGE SPACING 162 1 132 108 84 60 162 1321108 84 60 Pedro De l'uperedo-PE 52GO9
A H C ID I A III Ic D A B C D A B C D A C D s E E CE E
16 22 7 - 27 33 -- 20 34 40 20 24 4 - 52 25 3 0 72 36 43 16 28 3474 MIAMI DADS APPROVAL:
2 30 36 -- 21 37 44 22 26 45 54 26 32 5841 81 97 48 57 1237 45 99
8 40 40 26 32 55 62 32 39 67 80 40 4 86- 103-51—61- 1'21 145 71 86 -8 40 -62- 149 ___ piiOD11C1 R6V15['D6 40 40 35 40 62 62 43 52 90 93 53 6q 115 124 66 B2 160 160 95 115 6 40 62 160 of complying with lho Florida4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 46 62 160 Adldini<Coda
11 22 6 2 32 41 26 4 58 6 34 11 22 33 4 0 B.pin Date o c'3 '03
9 22 26 - 27 32 20 - 34 39 24 23 43 51 31 30 60 71 44 42 27 3 41 5;!
3 �9
SECTIONE 8 25 30 -- -- 31 36 22 21 38 44 2 49 57 35 33 68 80 49 47 B 30 37 A6 82 WctCantro
6 34 39 24 23 41 48 3D 28 0 59 3 35 65 76 47 44 91106 65 62 6 40 0 6 78 0
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 13911 60 98793 4 401 521 64 1 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 46 30 28 12 -- 22 27 5 49 DATE:04/07/2015
9 201 24 - 25 29 - 30 1 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 S�;NA
SECTION GH 8 23�24
7 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 4 5 74 DESIGN BY:PPMF
6 3036 23 2l 37 44 28. 25 46 53 4 1 59 69. 43 40 62 96 61 '5
6 6 37 4 55 7] 9
4 400 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
51JEET DRAWING#:
5 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 G, P AND I JUST SHUTTER IT INc
AND ANCHOR 5CHEDULE f
1341 SW 9.MACEDO BLVD
1/1 B PORT ST.LUCIE
? - FLORIDA 34983
CL I/IB B a s SECTION I Tel.:(772)201-9919
H w a a RECESSED MOUNT
J w Fax:(772)673-0588
F w� SILL ONLY WVvW.JU5T9t1U1TERlT.00M
NIOX3/4' TEKS ti
m AT 12' oc
o:m PRODUCT:
SECTION G ANCHORS TYPE
I) ADJU5TABLEMOUNT A, B, C OR D 5UPERNOVA
_ EDGE CLEARANCE(EC)
w .. 1 SILL ONLY IMO CONCRETE-4'(3000 P51 CONCRETE) ;j SPACED AT 48'OC EXTRUDED ALUMINUM
INTO WOOD-2 I/2•(WOOD SG:0.55) f EC) EDGE APPLICABLE FOR ALL LOAD ACOORDION SHUTTER
a� 1 CONDITIONS FROM TABLE 1
- .INTO METAL:2•(WG3-1G waDRAY1MAx5Tm) CLEARANCE 'LARGE i SMALL
,r IMPACTED RATED
frfn fnC; CED) EDGE
�.q., ;>..Y;.-::_:'•s.x'r.•..• �t•�.- DISTANCE
STANDARD LOCATION 2 ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING,
AS PER SECTION G ¢
(; w AS PER SECTION GI LNGCO INC. uel�c
ON TABLE BELOW (ED) a+ ON TABLE BELOW
'(+-• EDGE5595 ORANGE DR.201
ASTM$ w -1 1/LB DAVIE, PL. 33314
) -—
... .... •ALTERNATE C ED)J a.... ._ --.... I..SECTION F ? _.. ._ ..-.. ._. .. -.. T EN(954)S85-0304 4
.,_.. _1 ..... .__. ._ F 0. - �A'TRACK INSCT-MOUNT
EDGE DISTANCE M w SILL ONLYpuaq.p„�
w m ANCHORS DESIGNED
AS PER SECTION F _`Q
ti ON TABLE BELOW t NO 2809
c 4
ST A OF ty�
CED) EDGTw
DISTANCE JUL 8 0 2015
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON Puctre Seal
Eng
Pedro De uevedo-PC 52609
SHEET 11 FOR ANCHOR TYPE MAX,I'MUM ANCHORAGE PRP55URE (P5F) BASED ON 5PACING IN INCHES ON CENTER
ANCHORAGE,SPACING ,.•162 132 iP08w 84 -60 162 13 108 -84 60 MIAMI DADE APPROVAL:
-A- -B- C-- -D—zA B C_ D .. A - B C D A B C D s E E
16 -- -- -- -- -- 20 -- -- 1 25 -- -- 27 32 -- -- 38 45 2 6 -16- -21 26 33 -46 - PRODUCCR6VISM _
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 as�P$'InB N;1n LAv 47ulldn
SEC B 28 33 20 20 35 41 24 24 A2 50 30 29 54 64 38 8 76 90 53 53 8 34 42 51 66 92 0�1�"e�0
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 1021120171 70 6 40 56 68 88 123 Aeo.planceNo(y 05f3•o3
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 �y� 1onQt10-�B�(L��/z�u/9
�l 2B 4 1 21 35 42 -- 2 s42a Sl 23 31 55 66 29 40 7 93 41 55 16 43 53 6 95_ Mla.Dad oduGCmi” trot
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 Al 73 BB 39 S3 102 123 SA 74 12 40 58 70 90 127
'ECT F 8 40 40 3D 40 62 62 37 50 BS 93 45 62 109 124 58 79 1531160181 111 8 40 62 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 62 124 124 77 106 160 160 108 148 6 40 62 931124 160 DATF:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING N:
6 OF 13 15-146
MMUPACTUREP--
TYPI.CAL.HQKIZONTAL JUST SHUTTER IT we
JAM6 ANE?CORNER SECTIONS J•:`
OPTIONAL
SEALANT 1341 5W S.MACE00 BLVD
PORT ST.LUCIE
ANCHORAGE To WALLMIK (3) ANCHORS FLOMDA 34983
RCTIONJI TYPE A, B, C OR D Tel.:(772)201-9919
IS NOT NECESSARY 4* FROMS ECfION-J I-- 673.673.0588WALL MOUNT AND
Pax:(772)G7S
ONE AT M IDDLE ENDS-X 'JAN45-CLOSURE- %Vww.jU5T5tiUTTEFjT.cOM
INSET MOUNT
(X2) #IOX1 SDS IA)
9 9A TOP AND BOTTOM EKBEKM— PRODUCT;
iA TRACKS SUPERNOVA
WRUDFD ALUMINUM
ACCORDION SHUMR
Eva UVWX 4 SMALL
f IMPACTED RATED
IENGINEERING:
T13P & BOTTOM TRACKS cu
ENGCO INC. .61IG
5595 OFANCZ DR.201
DAVIE, PL. 33314
Tel.:(954)585-0304
tNGCO@AOLCOM
E
ANCHORS TYPE
'A C OR D
0 L
'�AC�D
S�ACED AT 24'OC
No 52609 i
(ED) EDGE
JE
tYj DISTANC
EQ.
SECTION DISTANCE
J2
y. I J WCL-0: URF /0
BUILT-OUT MOUNT "jj
0, 1 1 JUL 3 0 2015
#IOX3/4' SS SMS OR
IA 3/16' POP RIVETS Engineer 5c;I
SPACED AT 24'13C SECTION J3 Podra De hsvc"�do-PC 52609
COMER a 051 IRE
MIAMI DADE APPROVAL.
PRODUCrURVISED
3�1 6- 'P'R
AavpaateNo 5-051 .83
ey
SPACED 2_4•ICT
ru
DATE:04/0712015
SCALE.NA
7 OR 7A Dt5tGN by.rpmr
SH,,
III I B. (19) PUSH BUTTON I=
LOCATED ON ACCORDION
'5� '.. . ,
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
7 Of 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK 5ECTION5 L
134 I SW 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0568
W W W.JU5T5 muTTERrf.COM
NOTE:SHUTTER CAN BE LOCKED FROM ti
IN51DE OR OUTSIDE BY PLACING LOCK
IN51DE OR OUT5IDE AS REQUIRED. _o,- [LICK ILA.SECTION
H i-w W CL,
SE POSITION PRODUCT:
¢max w.
tDILJ �� SUPERNOVA
vWi w EXTRUDED ALUMINUM
L ,
ACCORDION
LA=GESMALL
IMPACTED RATED
ENGINEERING:
rru ENGCO INC. CA„I,6
1 1 5595 ORANGE DR.201
IB 1B DAVIE. FL. 33314
Tel.:(954)585-0304
.. . BA .... .. -._ ENGCO@AOL-COM .
65 '''1,rpruru•q••.•
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN NO 52609 _
AND INSIDE .THUMB TURN ANCHORS TYPE,
INSTALLED ON SHAPE 8 A, B, C ORD
SPACED AT 24'OC STA OF
ALTERNATOCKE
5E TIQN L I p� 0uI
LOCK BLADE SECTION STARTER BLADE SECTION 1A .'�'sS�ONAL
OPEN POSITION _ ENBERENf� '••nornrrr"x
.111L 9 0 2015
2� 21 L J Eagmeer Beal
d lllyyl Pedro De mque.redo-PE 52609
_ MIAMI DADE APPROVAL:
- - - - - - --_— -- - — -mm
-- MA—--- pRODUCf R1?VISBP _ _--
iu -- -— o aariiplympwlth Ilia Florida
Built”Clide
AcaPunco No S� •03
Bl pl I-,Mo
o )9
8A Ur
Bp B Mlam)Ded ucl Nco ��
lJ18
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
)B EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN 8 OF13 1l5-1SHEET DRAWING-146
ds:
INSTALLED ON SHAPE 8
MANUPACTURM
r---_T_m{CALhOR1Z0NTAL_- JUST SHUTTER IT INc
t UNIMATE LOCK SECT{ONS M;
LOCKING PINS APPLICABLE 1341 SW 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.WCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
•-xu 7A WWW.JUSTSHUTTEW.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z ru SECTION M ,� PRODUCT:
INSIDE OR OUTSIDE AS REQUIRED. a
,- LOCK•BLADE 5ECTION
yaW CLO5EP05mON 7A SUPERNOVA
H 4 EXTRUDED ALUMINUM
W W ACCORDION 5HIlTTEK
y LARGE 4 5MA11-
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. CAG�10
7 OR 7A 5595 ORANGE DR.201
DAVIE. PL 33314
1 .. Tel.:(954)585.0304
... .. ._ .. .... ENGCOQAOL.COM
iB 1/4-20%3/4'THUNB SCREW
LDCATED ON ACCDRDION
Ounrnu���
INTERI13R DR EXTERIOR SIDE !/4X1 1/2 PULL PIN ��60DE F/ �"
' ➢RILL AND TAP.OPPOSITE .�
7 INSIDE DR OUTSIDE , ``CEN ���
3B BLADE TO RECEIVE SCREW �" rT/
(1% PUSH BUTTON LOCK' •Q} _
LOCATED ON ACCORDION. NO.52609 000
INTERIOR DR EXT,ERLOR SIDE
ALTERNATE SECTION M I STA FLOC
tV
.. LOCK OL IICIN M �N - STARTER B ADE SECTIONn•�0 ,,4"N 0 ,
OPEN P051TION
N.""ONAL
ANCHORSCOR
P1) JUL S O 2015
7 OR 7A SPACED AT 24'OC
Engmeer Seal
Pedro De Piguemedo-PE 52609
-- - - 7 OR 7A- - IA— UIBEBiEIIt� - -— -
_ MIAMI DADS APPROVAL:
- -- - - — - - - - -_ —_ _ _ V1BPU
PRODUCPREVISBDr em:pipMB wiU:the FhuidaBuLidln4Cude Ira No
u 7 OR 7AFAae;i �oo�U o o
LOCK 7 OR 7ADION
INTERIOR OR EXTERIOR SIDE
DATE:04!07/2015
SCALE:NA
DESIGN BY:PPMP
1 1
1B
SHEET DRAWING N:
9 OF 13 15-146
MANUFACTURER,
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT In
STD LOCK SECTIONS N
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)6730588
WWW.JU5TSMUT rEI UT.COM
NOTE:5HUTTER CAN BE LOCKED FROM
INSIUE OR OUTSIDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE
AS REQUIRED. N LOCK MADE SECTION
y W CLOSE POSITION PRODUCT:
a
SUPERNOVA
a
EXTRUDED ALUMMUM
�^y ACCORDION SHUTTER
LARGE♦SMALL
IMPACTED RATED
NENGCV22B ENGINEERING,
O INC.' 1 5595 ORANGE DK 201
16 1B DAVIE, FL. 33314
22A Tel.:(954)585.0304
ENGCO@AOL.COM
22, ;''��p�n�•ai••q•
Na /
�f No 2609
ANCHORS TYPE
A, B, C OR "0 Q r
SPACED AT 24.00 3+�p A
ALTERNATE SECTION N 1 %'0� l 611
5EGTION N LOCK BLADE wrtn mss*
LOCK IA.SECTION 5TARTER BLADE SECTION I A I y�CMAI. n�
OPEN POSRION DIBERDIf---ry .1..polls-,''
JUL 3 0 2015
1. 3 A15 Engineer 5181
Pedro De P,gvevedo-PE 52609
MIAMI DADC APPROVAL,
-- - - -- - - end w hdieFlol4aAcaglo:mNo 5.05/33.o3
22A 22Contro22A DATE:04^0712015
SCALE:NA
DESIGN BY:PPMPID
SHEET DRAWING H:
10 OF 13 15-14G
MANUFACTURER:
TYPICAL BLADE PSSEIyIB[Y`{
- JUST SHUTTER IT 1Nc
BILL OF MATERIALS
13 1341 SW S.MACEDO BLVD
�1— ITEM DESCRIPTION MATERIAL MANUP RER FORT ST,LUCIE
12 13A I E 3• ALUMINUM NA. FLORIDA 34983
l6 I 0 19 IA STMTERBLADE 6063-T6 ALUMINUM NAS.0. Tel,:(772)201-9919
OPTIOUL 1 B COMPOSITE BLADE 6063-T6/UfXAN N.A.5.A,
20 1 p I C FLOATING STACK BLADE 60'.3-T6 ALUMINUM N.A.5.A. Fax:(772)5HUTTE88
0 1 2 CEILING TRACK 6063-T6 ALUMINUM N.A.S.A. WWW,JUSTSHIJTTERR.COM
16 d 3 1'/I/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
14 1� N 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
lB 4 TRACK 6063-T6 ALUMINUM N.A.5.A
R
5 ECED TRACK 60 -T6 ALUMINUM N.A.5.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A.
GA ADJUSTABLE MALI!TRACK G06349 ALUMINUM N.A.5.A. SUPERNOVA
HEADER -`I I— 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.S.A. EXTRUDED ALUMINUM
0 14 7A UNIMATE LOCK BLADE W LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. LARGE 4 SMALL
13-H I OX3'Hill OB
HD MME LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. IMPACTED RATED
8B HD ADAPTOR PILLER 6063-TG ALUMINUM N.A.5.A.
BLADE SCREW 9 1•JAMD CLOSURE 6063-TG ALUMINUM N.A.5.A.
410 5TAINLE55 STEEL 9A O JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
10 14-2X ANGLE 6063-T6 ALUMINUM N.A.5.A.
11 I/8.2XANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING:
0.19 12 WHEEL CARRIER PLATED STEED NYLON N.A.S.A. ENGCO INC. CABI16
SILL 13 B IOX3'NH BLADE SCREW 410 5TAJNLE55 STEEL N.AS.A.
o ug 13A #I CX2'HH BLADE SCREW 410 5TAJNLE55 STEEL N.A.5.A. 5595 ORANGE DR.201
o
14 0.44'DIAM.FIAT WASHER STAINLESS STEEL N.A.5.A. DAVIE, PL, 33314
a _ 15 1 0.46.0 x 0.93'BUSHING NYLON N.A.5.A. Tel.:(954)585.0304
16 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.5.A. ENGCOQAOLCOM
14- 1 19 PUSH•BUTTOM LOCK
1. 14 20 I/2k 318'WH[[L SPACER NYLON N.A.S.A. AIprI""'"•••�•.�
15 16 �~� 21 1/16'-1X2 IX2.5 IXA 1.5X3 ANGLES 6063-T5 ALUMINUM N.A.S.A. �p� E,���•.��
�TIBWL 0.14 22• STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. ,�� :.EN �
13 L•3A 22A.• STD MALE LOCK BLADE GOG3-T6 ALUMINUM NA-5.A. d .,ENS L
13A-A 1 OX2'HH
` BLADE SCREW 225 STD LOCK KEEPER 6063-T6 ALUMINUM N.A.S.A.' •Q ' 3
No:52609
410 STANLP-SS STEEL
0.500
.4 pSTATE OF r!tV
o,4 0 0.390 ` •`�
a ' .0 ', (DR..
0.20
0.390 D 44 0.03 y s� �•,� L
mom- kLgm o -h ��s„�NALIrr,,,�'
H+ �+
0.310� T 0 T JUI - 8 0 2015
o ' 14-0.03'X OAA Pedro
Engineer
o_)9►�,- o STAINLESS STEEL "-� __ De Piguaredo-PE 52609
d6 FIAT WASHER LANC_jQR SCHEDULE
16-A6'OX15-,A6'0 X.93' MIAMI DADE APPROVAL:
0.50NYLON.WHEEL BUSHING _ WdON BUSHING 7YPE DESCRIPTION EMB E.D.
20-1/2.0X0.36' --- `FAQ'--1/4'-ITWTAPCON INTO 3000 P51 CONCRETE - 1.75_ .43:09 ___ __ _ PRODUCTRBV66D _
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 is awndYing w4ilithofloi4de
SPACER _A� 114-I TAPCON T CONC BL 12 ' pD�iepuxNing o ..o •OT
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 pspi DoUAIe /q
B I -20X1 ALL POINTS 5OLID-5ET INTO 3.0 KSI CONCRETE 0.875 3.
I -2 X I ALL POIN S SOLIOSI T INTO CONCRETE B 3
13 I 5 IN G= I.5 Dad CDnwl
12-WHEEL CARRIER D I/4'-14 SELF DRILLING SCREWS INTO 1/8'STEEL OR ALUMINUM 0.75
STAMPED EE 5 E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONGRETE 1.75 3.0
O
NYLON WHEELS E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
�6 SCALE:NA
NOTIM: ED,EWE DISTANCt SHALL BE BMW WALL DROSING DESIGN BY:PPMP
BMB,FWEDMtNr SHILL BE BMW WAIL DR 55NG
ID IH'TAFCON,114'CFMFWX,/14 WOOD SCREWS CAN BE USED IH REFIAC[Or IN'LAG SCRtWS
I-1,24-I SHEET DRAWLNG M:
I 1 OF 13 15-14G
MANUFACTURER:
5HUTTER COMPONENTS
4,56 -3.92 JUST SHUTTER IT INC
--4.54 4.08 -3.23 M46
4 00 0 134 I'SW 9.MACEDO BLVD
1 24 l 99 D.61 2.85 PORT 5T.LLUE
Ip• o d .I Q y7 g o FLORIDA 34963
rmir o d I o 4 d o Tel.:(772)201-9919
o Oy 1,23
3,21 '+ 1,96 d `I o WWWW U9TSHUTTERIT.COM
Oa..a-r-�--t--_--7 1_
115-COMP051TC 2.04 _
�1-0.05`ACCORDION BLADE J N $ ALUMINUM/IEKAN BLADE 7A-UNIAIATE W/I
�._ d LD(AN POLYCARBONATE APPROVED
_1.45-_ d AS PER NOA 13-0717.01 7-UNIMATE W/O 1P IOCKWG'OLADES 0.41
XL 102UV LOCKING BLADES PRODUCT:
I A-STARTER BIAO��
- P. SUPERNOVA
0.51
4.61 I,83 51 ,ao :u m B 06 a EXTRUDED ALUMINUM
4.08 hh �-�-� 1,77 1, d o ACCORDION SHUTTER
O o ' m IMPACTED RAGE 4 TE
0,66 "� ~
rq o __ N N T -, BB-ADAPTOR FILLER
h o --- USE WI01 B AND 6A
@� I C-0.05'FLOATING STACK BLADE 0.61 1 raw n+ ra i 1 99 $ ni
D.07 L ENGINEERING:
2-INSET51LLMOUNT OPTIONAL d 3,00 ENGCO INC. ua1lc
HEADER/SILL MOUNTcl D,64 5595 ORANGE DR 201
0.13 2.1-INSET TRACK W/O RG 0.OB 8A-MALE HD 0.OB 0.60 DTelV 1E. FL. 33314
(954)585-0304
//////\\����,,,���------------ALTERNATE CALK HEADER/SILL MOUNT - 8-FEMALE HD - LOCKING BLADE '' ENGCOQAOL.COM
END RECEPTOR LOCKING BLADE
.m TT ARAPACKS B1Ei0 0 3.03 ro �r rrrrrppun.uby,
3w AND
7A.1 n '" 5-RECE55CO TRACK rpp E F�
-1 D.ID ��' c SILL MOUNT ONLY
-.d + d j_.
.60 2.DI •r��-tC17C�T,�� EfYg� L
a06 Lj
D.i7 3 4/ N0. 2609
2.83 d 0,86 m 1.67----�1
2.41
STAQo 0,61+ ' d D.07 �c 2.29--I ••�.ICSr .,w0R1Wo
ul 1Ci Z �i .'� 9B-HD JAMB CLOSURE pr
o OPTIONAL r
d m 3A-2'BUILD-OUT TRACK o d d N ..,...n`prrprr
D.86 GD, SILL MOUNT D 6 I v
1.0
-� 3A.1.2-BO TRACK W/O ,f- 2.-70--^1
EIR _ 'j- 220-LOCK KEEPER INSERT JUL 802015
.50 0,61 1 RAIN GUARD(RG) 9•I°JAMB CLOSURE
-'� L 22-FEMALE STD 22A-MALE 9TD
0.07 LOCKING BLADE! LOCKING BLADE N Engmee:•Seal
f 3-1')/)�'BllllT-0UT T �T IDNAL o Pedro De Pigue:redo-PP,52609
-HEADER-/SILL-MOUNT 3.70 �
- 0.125 0.25MIAMI DADS APPROVAL:
3.1-I_Llk BO TRACK W/O
_ _ 9A-2'JAMB CLOSURE"
RAIN GUARD(RG) _ -_ -2.43 -_ _ _ - 2.07 -__ _ -"I ----►I_I±z_ ___ __ _ __ _ _ _ __PROIriJCT RRVI3LD
0.86 1.91 O'09 �canCode�'Ni Tho FIui4Aa_ -
0.06
L 1 T F Aoeeplonee No11 0513.039
o g g Z X 13Mpi i°o Duto G /
0.86 oy m d aF Ef 21-1/16'THICK ANGI.F5' eMleml �Conho
0.61 mar d d 1 0 o Y 6(163-T5 ALUMINUM ALLOY
bi
L4 N o 0 0 � SIDE CLOSURE USE ONLY
ci 0.83
0 0 0 2.09 2.61 0.75 I DATE:04/07/2015
d o D.07 ____2.23 0.07 3.36 .JIT-. N SCALE:NA
T� I� HE ADJUSTABLE MALE
DESIGN BY:PPMP
D.95 I.13�T---1.29 6-ADJUSTABLER/SILLM FEMALE HEADER?SILL MOUNT �---2.0-'-� 2.0-•--•-I l
3.37 HEADER/SILL MOUNT .J_
r'%P, 5HEET ,DRAWING N:
l SILL MOUNT ONJ j(''I I 1/8'THICK ANGLES r •1` 10-1/4'THICK ANGLES �••1' OR 1.5'� 12 OF 13 15-14G
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MANUFACTURER:
5ECTiON x JUST SHUTTER IT INC
TRACK 2 OR 2A IN5ET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD
BETWEEN WOOD TRU55E5 PORT 9T.WCIE
PLORIDA 34983
Tel,:(772)201-9919
Pax:(772)G73-0568
NMS W.JU5T5HUTTERIT.COM
0.63 0.62
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(4 PER RAFTER) O
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1/4'X 2 1/4 FH TAPCONS I SUPERNOVA
WITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PUDE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
. LARGE 4 SMALL
.00 IMPACTED RATED
1/4'X5' OR 1/II-XS' 6063-T6 dT ENGINEERING:
2, ALUMINUM PLATE SECURED TO II
RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE 0 ENGCO INC. CAD116
SEE TABLE BELOW FOR SHUTTER
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112Ak
1/4'%2'X5"6063-T6 ALUMINUM ANGLE 5AVI ORANGE 3 14
= T SPAN 6 PRESSURE DAVIE, PL. 3331q
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SEE SHEET 5 MOUNT TYPE D
a a ANCHOR TYPED FOR ANCHOR SPACING
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1/8'X51 6063-T6 ALUMINUM PLATE S��
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DE51GNED PRE55URE5 �'•.,sS~•,,,,„ �� `�
FOR 5ECIION X MI!4'ALUMINUM PLATE POR5ECTION X WITH IB'ALUMINUM PLATE ..,IONAL/I�pA'11
BLADE MAXIMUM DE51GNED BLADE MAXIMUM DE5IGNED I --5.00 JUL$O 2015
�
SPAN PRE55URE PS SPAN PRE55URE P5F N
IN BLADE I BLADE I B IN BLADE I BLADE ID -I— Elgmeer 5ea1
60 ±159 1-159 60 ±99 ±99 0 1 Pedro De F.guoredo-PI'52609
72 1:132 ±132 72 ±82 _ ±82 ALTERNATE TO PLATE 00
84 ±113 ±-1 13-- 84 ±7I ±7I I/8'X2'%5°6063-TG ALUMINUM ANGLE
_ rti MIAMI DADS APPROVAL:
90 ±106 ±106 90 ±G6 ±66
108 t 88 ± 88 108- ±55 ±55-- — -- — - - —_ --P800UCI R8VISEn_
ac wish Iha FWdm
126 ± 68 t 68 126 ±47 ±47 DWIAIegC�ode
132 1 ± 62 ± 61 132 ±45 ±45 Aeeeplancallo) - l3.0;
144 +48,-52 +45-47 144 ±41 ±41 Dot J9
162 +30,-40 +28,-33 162 ±30 +28,-30
�y
bU&ni OadFj ac Gin—voT
NOTE: I- UNM INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPIN 51ZF5
DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMP
I
5HEEF DRAWING J/:
13 OF 13 15-146