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DATE:
Oct 19,2016
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MIAMI-MADE MIAMI DARE 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) www.minmidade.eov/economy
.dust Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade.County RER-Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product 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: 11 Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by 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#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.
MtaMtvagecouNnr NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
0 00/Z 7�2oJs Page 1
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 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.
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 of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Inc.is engineering wise identical to N.A.S.A.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. I5-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 13 of 13,prepared by Engco, Inc., dated Apri107, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
Selmy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA. 's generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
H4Wy 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
MANUFACTURERl l
P E R N O W JUST SHUTTER IT we
1341 SW S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORTST.WOE
FLORIDA 3
LARGE M15511-f- IMPACT RE515TANT TeL!(772)3498 201-S919
1.:(772)673-0568
WWW.JLJSTSMUTTfRFr.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVHZ
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO EASILY ENCL05C AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRJ5(LARGE AND SMALL M155ILE)WITHIN THE ALLOWABLE DESIGNED SUPERNOVA
PRESSURES AND LIMITATIONS,STATED IN THIS APPROVAL. EXTRUDED ALUMINUM
ACCORDION ShUTTER.
-N TESTED AND DF51GNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
2-CODE:1TI15 PRODUCT HAS,BEEN LARGE 4 SMALL
HURRICANE ZONE(MVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING.A PERMANENT LEG113LE DECAL SMALL BE PLACED AT A READILY VISIBLE LOCATION STATING
THE FOLLOWING: ENGINEERING:
`JUST SHUTTER IT INC-PORT ST.LUCIE i FLORIDA ENGCO INC. CA8114
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TABLE OF CONTENTS: 5595 ORANGE DR,201
MIAMI-DARE COUNTY PRODUCT CONTROL APPROVED' AV E,
Ft. 33314
.... ... Tel,(954)585-03()4
DESCRIPTION ENGCO@AOLCOM
4-LOADS,:DESIGNEE)LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY K
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DE51GNED I TABLE Of CONTENTS,GENERAL NOTES,U15ER INSTRUCTIONS
PRESSURE MUST NOT EXCEED THE ALLOWABLE PPE55URE5 FOP,EACH SHUTTER COMPONENT TO BE #1000 DE F/
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URP TABLE 1, 1 A AND GLASS v
4
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SMALL BE MADE OF GOG3-Tr.OR AS NOTED. 144
3 TYPICAL 5fCTION5A.131.152,B3,B4 WITH ANCHORAGE TABLES No,5 6091
G.FASTENERS:A55EIABLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4, TYPICAL 5ECTION5 13 4 C VAT"ANCHORAGE TABLE5
STAT F
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,f t GH WITH ANCHORAGE TABLES
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING pRoPEK 6 TYPICAL 5fcrim F.G#I vATM,AANCHORAGETABLES 0 ......
ANCHORAGE. -
72-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS*X JUL 8 0 2015
REQUIREMENTS,DESIGNED PRE55URE5 ETC.
7.5-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. a LOCK MALE f.FEMALE 5ECTION5'V
Pedro Do Ffgveoedo-PE 52609
8-33 115%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS*M'
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH f.G LOAD DURATION INCREASE MIAMI DADS APPROVAL:
FOR WINO LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS`N' FRODucrREIVIST-13
13 complying with tlio Flofid:1
I I BILL OF MATERIAL5,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. 9011ding OD40
Accepiwoo No 05 3.03
USER INSTRUCTIONS: 12 COMPONENTS
t-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION Ir DETAILS z duct Co.
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA.
3-VERIFY GLASS SEPARATION ON TABLE 2 if APPLICABLE. DATE:04/0712015
SCALE;NA
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS DESIGN BY.,PPMF
PER SHEETS,3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5.THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING
FRE55URE FROM GENERAL NOTES 4 1 OF 13 15-146
MANUFACTURER:
JUST SHUTTER IT INO
TABLE I TABLE I A INTERIOR/EXTERIOR 1341 SW 5.MACEDO BLVD
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #I R#I B BLADES Se PORT 5T.LUCIE
SHUTTER SPAN X PRESSURE 5HUTTfR SPAN X PRESSURE I� IOD 1� I� FLORIDA 34983
rm TCA.:(772)201-9919
BLADE SPAN PRESSURE(ASF) BLADE SPAN PRESSURE(F5 r) ^ ALL ALUMINUM BLADES Paz:(772)673.0588
INCHES P a MPG INCHES P05 N G 1 I WWW.JU5T5HUTTEWT.COM
6 IG 160 6 I Go 160
66 158 158 GG 158 158 INTERtORlEXTERIOR
72 144 144 72 144 144
78 133 133 78 133 133 PRODUCT,.
84 124 724 84 124 124 INTERIOR/EXTERIOR SUPERNOVA
90 116 I I G 90 116 116 6
96 108 __T0_8 9G 108 1.08 ! L 1 COMBINATION
104 0010104100 100 N I OO* ALUMINUM/LEXAN BADE5 pctRUpeD ALUMINUM
BUkM CAN BE ARNG] N MArc ACCORDION SHUTTER
148 93 93 id$ 93 93 QOMIXNAUOUS 5RrQWD :' LARGE4SMALL
114 83 83 1 114 83 $3 I B 1 B IMPACTED RATED
120 75 75 120 75 75 INTPR10Rf EXitRtOR
126 68 68 12G 68 68
132 62 62 132 61 61 ENGINEERING:
138 57 57 138 53 53 ENGCO INC. tAaF:G
144 48 52 144 45 47 tNTERIOR!EXTERIOR
150 41 48 150 38 42 LB 1 B LB 5595 OWGE OR 201
162 30 40 162 128 1 33 DAVIE, PL. 33314
_._.__.. y _._. ____.Nm _ _ ALL"LEXAN 13ME5 _ .-Tel,:(95
)585-0304 NOTES: ... . ..
I- ,ON A 'jSHINER BLADE SPM BIX;HES)pOR ALL CONDBIOILS
2-Pm RL55URE.DL4IGH HYUD LOAD"P) 1 B I B
B-UtB.`AR IN[P.RFOUI7YOU 15 ACCEMAM9 POR OMGtF'MUD LOADS MTD MADE SM)VrPA FF yyfylyyyyyyts
TaSuuTea.vA,J Es. `.INTERIOR/EXTERIOR ydyYyy Q� F/y`•�••
4-05ETADLE 1AINF&t ONE OR MORE TYPE IBSLAvr Mu5w y ,1"f/ �` .
5-MADE R-,TXSED 00MLIATIO11 15At OWM FORAM M.OUHfwcoumDON5 f�n� ,,•+»EX�f`f/� .
TABLE 2 ,¢IC No. 2609
MINIMUM SHUTTER 5EPARAnoN FROM GLAZING
TYPICAL ELEVATION TYPICAL CRO55 5ECfION ° STAT F
A,9,C,D E,GH X
4t?
TDP TRACK GLAZING SEPARATION (INCHE5) y:�'��s'ajOR1�p''�\��',.•`
A Yya
)= BLADE TYPE BLADE SPAN �%;"" NAL
<=60" I <=104* <=162' *.AAArrr
Lu) ALUMINUM 2. 23/4, 3.1250 JUL 3 0 2015
K e, nwss ALLBEVATION5 EnSmeerSeal
F'- < a '�t°) Pedro De Pjg mda-FE 52609
a y ' LEXAN 3. 3° 31
L M. N ti <=30'ELEVATION MIAMI DARE APPROVAL:
V ¢ LEXAN 2 10 3° 3"
PRODUCT REVISEI)
Jw >30 ELEVATION BWWlld�flCude IILIheFtotida
itq
I,w) NOTES: AooeptDto-a5't3.o,p
M i-SEPARATION RRDM GIAZINGAREAS SHALL BE MCA%=PROM 9
amtG SURFACE TO THE FINER MOST OWE OR LOCK SURFACE. By .L
2-GLASS SPJ"ARATION Nl APRICADIt PPR,TNC NYIR(aRO,YARO AND LNL/BID D1IBCY Conlro
= MIkMWADECOUNHE9)•
y 3-WHEN SHUTTER t5 A55EMBIED YWTH BOTH TYPES OF SLADE5 THE
LARGEST GLA55 SEPARATION SHALL APPLY.
DATE:04107/2015
A B,B1,82,83,84 BUTTON TRACK SCALE:NA
C,DEFGIGH
OF51GN BY:Pi'MP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING#:
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A.131,132,133,154
AND ANCHOR 5CHEOULE - -f I/IB JUST SHUTTER IT ING
1/4-14X1' GRS SDS DR a z N10X3/4' TEKS
SECTION A 1/4-20X1/2' HRMS W/NUT ¢a AT 12' DC 1341 5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'11C PORT 5T.LUCIE
OPTIONAL
H!ADER OR BILL I6 FLORIDA 34983
2,2A--, 11 r cam 6 ADSECTION
Fax:(772)G73-0501-9919
TRACK Tel.:(772) 73.0588
19
JUSTAB
" I — ' ON REVERSE ANGLE WWW,JU5T5HUTTERIT.COM
m
—EMBED.--i SILL ONLY
'•` ANCHORS DESIGNED
cmw IIEno
6Ag AS PER SECTIDN B4PRODUCT:
ANCHORS DESIGNED 10ON TABLE BELDW
AS PER SECTION ASUPERNOVA
ON TABLE BELOW .. EXTRUDED ALUMINUM
aI/IB ACCORDION SHUTTER
w a 1/4-14X1''GR5'SDS OR LARGEtSMALL
x rn 1/4-20X3/4' PHMS W/NUT IMPACTED RATED
C& a SPACED AT 5'OC EMBED.--I
SECTION BI
H 1/1B ��EpK w y; ENGINEERING:
SILL ONLY -� ENGCO INC. CABI I6
cqm �' 5595 ORANGE DR.201
I ANCHORS DESIGNED va, SECTION B3 DAME, FL. 33314
' AS PER SECTION B1 w 1110X3/4' TEKS Tel.:(954)585.0304
- ADJU5TABLE ON
q _ ._,... ..--- 11-- ON -BELOW •o--. -. .. .. AT*12' OC _. . .. _ ENGCO@)AOL.CO.M ._
y irr a STD ANGLE
a N ro SILL ONLY
= caoo t ANCHORS DESIGNED ��'',0
1/4-14X1'.GRS SDS OR v w DE '�
1/4-20X1/2' HRMS W/NUT `•' F 6 �? AS PER SECTION H3 ��` ,.+'"�C ps'* ��I•''
i EMBE➢.--� ON TABLE.BELOW _
SPACED AT 12'OC G
No. 2609
u
_{. 4 6A p�O STA
10 Et1HED.•--� iF(0 R ID .•�
w a WM ANCHORS DESIGNED
w ¢ 1/dB AS PER SECTION B2 1/4-14X1' GR5 SDS OR „ '•••••....nay''
x 16 ' W.a- ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
IFTIIINAL ' wA SPACED AT 5'OC JUL 30 2015
r
rm
= I) r Beat
MAX. BLADE SPAN IN INCHES Pedro DeFiq redo-PE 52609
w q l 11 i—EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE MIAMIDADEAPPROVAL•
:t BASED ON SPACING IN INCHES ON CENTER
SECTION B2 ANCHORAGE SPACING 162 1 132 1 108 1 84 60 PRODUCTREVISED
1/4-14X1' GR5 SDS OR 'A TRACK ON s EI E E1 E El EI E e+complymgwiQ�llxFlatdda
1/4-20X1/2' HHMS WINUT STD ANGLE 14 40 31 62 38 93 46 124 60 160 Al84 RuiIdi aWad�e 1 S13.o3
SPACED AT 12'13C SECTIONS
SILL ONLY 12 40 36 62 44 93 54 160 70 L 60 98 Ewpi too Data ��9
A,B1,B2 B 40 40 62 62 93 81 124 105 NINE
B3,B4 6 40 40 62 62 93 93 124 12MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 Mian+Dad ue Contra
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) BASED ON SPACING IN INCH E5 ON CENTER
DATE:04107/2015
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA
A Al H B1 C D A Al B BI C D A Al B Hl C D A At B B1 C D A Al B B1 C D DESIGN BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 9 124177 118W7716040 160 106 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124B3,64 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124SHEET DRAWING 8:
40 40 40 40 40 4D 62 62 62 62 62 62 93 79 93 93 93 93 124 11 4 24 124142 160 160 160 160 3 OF 13 15-146
' It
`
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,If*GH ANCHORS DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D-,, Ai" AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW 1-1 91 ON TABLE BELOW 1541 SW 5.MACEDO BLVD
ri
E FORT ST.LUCIE
(ED) EDGE
FLORIDA 34983
Ea ui DISTANCE Tel.:(772)201-9919
Fax;(772)r.73-0558
6A MWJU5T5HUTTEFJT,CC1M
V/LEG
2,2A TRIMMED
#I0X3/4- ICKS 1A
V/LEG PRODUCT:
65 5ECTION 1) AT 12 oc
C=
INSET MOUNT W/ 5UPERNOVA
TRACK 2 OR 2A —(ED) EDGE
ti DISTANCE EXTRUDED ALUMINUM
w ER.OR 5u
Zx ACCORDION SHUTTER
IiL LARGE�SMALL
5ECTI0N E w
I/IB x IMPACTED RATED
ANGLE INSET MOUNT
imn
L HIMER OR SILL LO VI/4-14X 3/4' TEKS
td T-
w SPACED AT 1210C
ENGINECRiNG:
WZ
ENGCO INC. CA511r
$595 ORANGE DR.201
ANCHORS DESIGNED -TION GH DAVIE. FL. 33314
ADJUSTABLE MOUNT
....... AS PER SECTION E ttt KEADER/SILL Tel,(954)585-0304
3, ON TABLE BELOW- fNGCO@AOLCOM
1/4-14X1' OR5 SDS OR
/4-
(ED1
IF
'IST,
A CE
5ECT'0I4
ET MOUNT
2 11 2A
ANCHORS DESIGNED
J,JA H "n,
1/4 eO
SPACEDxI AT 12'13CHMS W/NUT. E F
0i
No. 2609
n as I/IB
/IB
ST F
A
MAX. BLADE SPAN IN INCHES . ...#so-
SEE ON
SHEET 11ANCHOR FOR ANCHORSCHEDULE TYPE A 8 0 2015
MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON 5PACING IN INCHE5 ON CENTER V"mad,Sea]
ANCHORAGE SPACING 162 1 132 1 LOS 1 84 1 60 16211321108 84 60 Pedro De Pjuarraeo-FE 52609
A B C D A B IC I IDI I A IB c D A IB_ IC I D I A B C D s E E E
E E
16 22 27 1-6 —
1 27 133 1— 120 1 34 1 40 20, 124 43 5e 25 31 60 72 36 43 8 34 41 53 74
12 gg 126 1 45 54 MIAMI DADS APPROVAL
0 3 .
SECTION D s u 4 6 32 1 1 69 34 41 81 97 4R 57 12 37[ 451 55 71 99
IJe 139 1 67 180 401 148 1 86 IIJJ 51 61 121 145 71 86 o 6 83 2-06 14_9 PRODUC17REVISPO,
6 0 4 5 40 -191-- 140 62 93 124 160 asamplyinywiththaFlaflda
2, Z6_1 1 Z6g 143 1 90 1 124 6U B2 160 160 95 115
4 4 1b2 43 93 79 93 124 52 124 102 123 160 160 143 160 4 40 62 93 124 160 batldtngCodc
it __ 1 22 1-- 1- A—
__ __ 1- 1 27 1 32 120 1-- 1 35 141 126 124 1 49 58 3 34 1:1-1 2 E_p
9 22 26 27 132 ieu I-- 1 34 1 :39 1,14 1 PA 1 44 1-il I'l i fin I Zn 71 144 142 _ _27 33 41 52 73
1re Date /Q
-133 [ 3 13 30
31 6 2 21 38 4 27 26 49 157 !35 6F BU 149 147 13 0 37 1 46 59 82 Dy
39 12 41 W 1 W 136 135 1 65 176 147 f44 1 91 106 655 162 6 40 5 to
6 34 12 i 390
-4— 4 40 1326 135 62 J45_142 1 /6 1 89 15:5 152 1 97 1114 L/U 167 1 126 16019 3 �4 40 52 64 82 115
—
_12 - 23 1 29 134 122 20 41 149 130 28 12 22 27 35 76
-4 25 29 30 39 146 129 P-7 1 99 1 AA 1A1 1 9 47
9 20 36Z DATE:04/0712015
SECTION GH a 23 27 28 33 - 0 125 123 44 151 133 130 1 61 72 146 142 — SCALE:NA
1 4 a 53 74
16 69
-6— 30 36 23 3-7 -4-4 2 W 1 2416 143 140 1 82 9 1 1 6 DESIGN BY.rFmf
1944 91
40 40 34 62 42 13B I_ 68 1 80 151 147 1 88 1103165 160 1 12-3 4 38 47 57 74 103
5HEET DRAWING
5 or 13 IS-14G
TYPICAL SECTIONS G, f AND I MANUFACTURER,-
AND ANCHOR 501EDULE JUST SHUTTER IT iNc
1341 SW S.MACEDO BLVD
FORT ST.LUCIF
I/IB w a5ECTION I 34 20 983
FLORIDATel.:(772) 1-9919
RECESSED MOUNT
tFax.,(772)673-0588
Www.jU5TSHUTTEpIT.COM
c RIOX3 4' TEKS SILL ONLY
AT ff OC
. I Mw
cz
SECTION G ANCHORS TYPE PRODUCT:
ADJUSTA51-t MOUNT
SILL ONLY EDGE CLEARANCE(EC) A. B. C OR D
INTO CONCRETE-4'(3000 PSI CONCRM 5" SPACED AT 4S'OC SUPERNOVA
INTO WOOD-2 1/2*(WOOD SG:0.55) -'! IFOR ALL LOAD
( C) APPLICABLED(TRUDfO ALUMINUM
INTomLrAL:z,=GxTGAuAijmAsrmAwsnm 4'_CLEARANCE CONDITIONS FRO14 TABLE I ACOORDION SHUTTER
Li LARGE#SMALL
IMPACTED RATED
ga IT"�.,*��,�Z,%:, EDGE
STANDARD LOCATION I ANCE
ANCHORS SPACED ej ALTERNATE LOCATION
AS PER SECTION G ANCHORSS SPACED ENGINEERING:
2 AS PER SECTION GI
ON TABLE ELUW (ED) ON TABLE BELOW
EM ENGCO INC. caatrs
/IB 5595 ORANGE DR.201
Z DAVIE, FL. 33314
ALTERNATE(ED) -.. _'SECTION
�ai. ENGCO@AOLCOM
Tel.'-'(954)585.0304
EDGE DISTANCE-1 'M TRACK IN.,
SILL ONLY
X
DE F
ANCHORS'DESIGNED Ax
AS PER SECTION F
ON TABLE BELOW
IN 2609 %
ST OF
T
S
/ONAL
(EDS EDGE
MAX. BLADE SPAN IN INCHES DISTANCE w JUL 30 2015
SEE ANCHOR SCHEDULE ON Ncer Seal
SHEET 11 FOR ANCHOR TYPE Pedro Oa rsuamda-re 52609
MAXIMUM ANCHORAGE PF E 5 5 U RE (PSF) BA5ED ON 5 P A C I N G IN INCH C5 ON CENTER
ANCHORAGE SPACING 162 132 1 109 Sit 60 16211321108 84 -90 MIAMI DADE APPROVAL-
- A B C D A B C D A IB IC D A B C D A D C D s E E E E E
16
__ 2 LIZ 45 27d a'1 26 33 46 PRODUCrREVISED
23 27
12 22 'r 12
-- -- 20 — 5 5� - 28 34 4_4 yiog with th.noridA
24 42 50 30 S I — coft
SECTION G 8 28 33 120 L&� 35 41 24 _29 54 3 34 42 51 66 92 6 1
ye--7-6 ,90—3 _§7
46 54 32 56 167 139 59 73
16 1 38 1 40 126 yo 102 12-0 j7 6 40 516168 8-8 123 Aeogttmcallo 05/3.03
0
36 51 C 23
14 1 401 40 39 29 62 6;p, 45 48 85 1 3 159 59--j-09 �F5_ in 16-5- 4-0 59 72 93 130
1 28 3 15 121 35 42 -- 25 1 23 31 5 66 9
38 40 3 102
40 go V 46 56 25 7 69 30 141 1 73 es 9 123 4 74 12 40 58 70 90 127
Er
-TIONS 40 g 4d-
SEC, -11L 2" 43 — § — Coatml
G11 ORF -86- 45 3 62 7 50 85--9 1 EM 135F3 07 153 16U Ell 111 8 40 -62J 93 jK60
40 40 U 40 j�Lp_ 5 '09 — 1
]E = 45 4b 62 49 62 93 9 1=24 JEM 160 160 108 149
40 40 n = 40 621 9
40 40 62 6e IA2 IAP 1 93 9 90 93 124 Eq 24 1116 1124 160 160 160 160 4 40 621 931124 1 DATE.,04/07/2015
SCALE.NA
DE51GN DY:PrMF
SHEET DRAWING III:
G.Of 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT we
JAMB AND CORNER SECTIONS J
OPTIONAL
SEALANT 1341 5W 5.MACEDO BLVO
PORT 5T.LUCIE
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE To WALL SECTION J TYPE A, B, C OR D Tel.:(772)ZOI-9919
IS NOT NECESSARY JAMB CL05URE 4' FRO MS ENDS 5ECTION J I Fax:(772)673.0588
WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE WWW,JU5T5NUTTER�T.COM
IN5ET MOUNT
(X2) #IOXI SDS IA
4,4A TOP AND BOTTOM omrmi PRODUCT:
1-41A TRACKS
SUPERNOVA
EXTRUDED ALUMINUM
,_n ACCORDION SHUTTER> LARGE 4 5MALL
IMPACTED RATED
t �a
i H
r�Nm b ENGINEERING:
TOP & BOTTOM TRACKS ENGCO INC. CAattG
5595 ORANGE DR.201
DAVIE, FL. 33314
--• :-•-. .•_ _. .. •.. ..._. Tei.: 954 585.0304
.. .. .. ._.. ._ .. .... ... ..ENGCO@AOL:COM .
IB
': 'rrrrsprpprr hr
ANCHORS TYPE y,`�Q 'b�,ENBF
A, B,D AT 24'OC'C ORD `
SPACE + No 52609
m CED) EDGE
w DISTANCE .p STA OF 11//ty
m. '•� `'.
eo' 5ECTION J2
•::� JAMB CL05URE
BUILT-OUT MOUNT •••�+rr+rrrrp
21 OR 11 JUL 30 2015
NIOX3/4' SS SMS OR Engmeerseal
ti IA 3/16' POP RIVETS
w SPACED AT 24'13C J3 Pedro De F:Jv-cdo-PE$2609
CORNER CLOSURE MIAMI DADE APPROVAL:
..._ PRODUCT ItBViSCD
m ma piyinp will,tho r(oddo
BWMin9 Cone
AaaptmceNoJS-aSJ3.a$ ,
. tonDute ��9
uotConw
DATE:04/07/2015
5CALE.NA
I I 7 OR 7A DE5(GN BY:PPMF
IH 1B (19) PUSH BUTTOM LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
7 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INc
HD LOCK 5ECTION5 L
1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
: BE LOCKED FROM I WWW.JUSTSHUTTERIT.COM
NOTE5HUTTER CAN
N
=IN51DE OR OUT5IDE BY PLACING LOCK Z N SECTION L
IDE OR OLJT51DE AS REQUIRED. d f ` LOCK BLADE SECTION
H F W CCC555 CLOSE F051TION PRODUCT:
�aW SUPERNOVA
EXTRUDED ALUMINUM
L ACCLSHUTTER
ARG ONSMALL
IMPACTED RATED
ENGINEERING:
"'1%Nm ENG CO INC. CA8IIr
] 5595 ORANGE DR 201
1B IB DAVIE, FL. 33314
Tel.:(954)585-0304
.... 8p ,._ .. .. .-._ .... ENGCO@AOLCOM ...
68
''
'1''"�punnnrn,.
. pit,• UE
COMMERCIAL MORTISE LOCK •W/
EXTERIOR KEY OR THUMB TURN 4o 52609
AND INSIDE .THUMB TURNANCHORS TYPE .
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24'OC STA OF tV
ALTERNATE 5ECTION LI
LOCK BLADE WITH •���5 D I \��'
5ECTION LSTARTER BLADE SECTION I
LACK BLADE SECTION LpBEIMFM•---�
OPEN P051TION Moldu,,,��''
.IIL 3 0 7.015
2I Engmeer Seal
2
-L, Pedro De Figveiredo-PE 52609
MIAMI DADE APPROVAL:
PRODUCTRLVISED
N
u cmplyin6with Ilio Norida
Bualding Code
Aecepteneexo 5-0 .03
Bxpl ton Data e ►9
;� 8A
8A� 8 MiamlD ct nuo
H IBJ
DATE:04/07/2015
COMMERCIAL MORTISE LOCK N/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1H EXTERIOR KEY OR THUMB TURN 1B SHEET DRAWING 8:
AND INSIDE THUMB TURN
8 OF 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
-xu 7A WWW.JU5T5MUTTERJT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROML
INSIDE OR OUTSIDE:BY PLACING LOCK Z nt SECTION M PRODUCE:
INSIDE OR OUTSIDE A5 REQUIRED. a F LOCK BLADE SECTION
Jy CLOSEP051TION 7A 5UPERNOVA
4 EXTRUDED ALUMINUM
ww ACCORDION SHUTTER
H W LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC.5595 CA t)I t6
t'�No 201
7 OR 7A DAVIE.ORANGE
3D3314
Tel.:(954)585-0304
.. ._ .. _. ENGCOQAOL.COM
1H 1/4-20X3/4'THUMB SCREW
LOCATED ON ACCORDION
INTERIOR DR EXTERIOR SIDE prr�rr""�"•���
DRI LL A1/4X1 i/2 PULL PIN tt`• DE F/GG
BLADE ToRECEIVESCREW INSIDE OR OUTSIDE ,'dtt P`
6� 3� ,J�40," r:ENs
(19) PUSH BUTTON LOCK' R� N�
-- LOCATED ON ACCORDION, r NO.52609
INTERIOR OR EXTERIOR SIDE
ALTERNATE SECTION M 11 STA F
LOCK BLADE V/ITH - •r��,r .
SECTION M STARTER BLADE SEC ION 0 %,A(0
.. LOCK BLADE 5ECOON - �'.
OPEN POSITIONIONAL $4,
ANCHORS TYPE ''�fiiunrunuJ
A, B, C OR D JUL 8 0 2015
7 OR 7A SPACED AT 24'OC
EN.m r Seal
Pedro De Figuevedo-PC 52609
. 7 OR 7A—,,- 1A � MIAMI DADS APPROVAL•
a
PRODUCT REVISL'D
immwplyingwiWthe Florida
Bdimnp Code
Aeapunee No 513.03
7 OR 7A oo Uma o 0/9
vaoo �w
v E
1 o By Diode d t ConD:ode d l Lon r�
1B PUSH BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
5CALE:NA
I I
DESIGN BY:PPMP
SHEET DRAWING#:
9 O 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
5TD LOCK 5ECTION5 N
1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W W W.JU5TSHUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK 5ECTION N
INSIDE OR Ol)i51DE AS REQUIRED. z N LOCK BLADE SECTION
y o w CLOSE POSITION PRODUCT:
mQH 5UPERNOVA
�o
EXTRUDED ALUMINUM
N y ACCORDION 5HUTfER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
Aj
ENGCO INC. CAEIIL
V22B .
5595 ORANGE DR 201
5DAVIE, FL. 33314
22A Tel,:(954)585-0304
ENGCO@AOL.COM
1s"t f/G�i.�'•
,•e�Qlp4� �C NSF�`tc�'o i•
! No. 2609�1q
ANCHORS TYPE
A. B. C OR D '0 i
SPACED AT 24'OC �+
ALTERNATE SECTION N I � ,(6 R
5ECTION N LOCK BLADE e4m •��'ss/ONAL ���''��
LOCK BLADE SECTION STARTER BLADE SECTION I •'rrrrwrr�n��p�
OPEN F051TION
JUL 3 0 2015
3 2. l5raq.aer Seal
y� Pedro De Rgve:rodo-PE 52609
a MIAMI DADE APPROVAL:
H
PRODucrphV[SEF)
fib .a:obrm da
N
AeoRMallo 5,o5 3
an .o3
�j�ion Ixuc �9
22
22A2 M D uc Contra
1
1 BJ 22B
lk22A—/ \ DATE:04/07/2015
`22 SCALE:NA
DE51GN BY:PPMF
1 1
1B� 1B 5HEET DRAWING 8:
I O OF 13 15-14G
TYPICAL BLADE ASSEMBLY MANUFACTURER:
BILL OF MATEKALS JUST SHUTTER IT In
13
12 13a ITEM DESCRIPTION MATERIAL MANUFACTURER 1341 SW 5.MACETIO BLVD
I B E 0 3- &t-)MINUM N.A.S.& PORT ST.LUCIE
to STARTER flf.ADE 6065-TIT ALUMINUM NA.5.A. FLORIDA 34983
WLLUASL 0.19 IB COMPOSITE 151ADE 60G3-TG LEXhN N.A.5.A. Tel.:(772)201-9919
14 1C FLOATING STALK BLADE 6063-TIT ALUMINUM NASA. Par.(772)673-0588
20 2 CEIUNGTRACK 6063-TIT ALUMINUM N.AS.A WWW.JU5T51iUTfERff.COM
16 3 V/!/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.S.A.
l4 1 3A 2'WALL MOUNT TRACK 6063-TIT ALUM NUM
1H 4 'A TRACK 6063-T6 ALUMINUM N.A.S.A.
5 RECESSED TRACK 60G3-TIT ALUMINUM N.A.S.A, PRODUCT:
6 ADJU5TABLE FEMALE TRACK G0G3 TIT ALUMINUM N.A.5.A.
ITA AWUSTAk3tEMALE TRACK G063-TC ALUMINUM N.A.S.A. MVA
SUPERNOVA
HEADER -'I f 7 UNIMATE LOCK BLADE W/O LP 6063 ALUMINUM G AMINUM N.A.S.A.
0 14 7A UNIMATE LOCK BLADE W/LP GOG3-TITJM
AULNUM N.&S,.A. I�CTRUDED ALUMINUM
B HD FEMALE LOCK BLADE 6063-TIT ALUMINUM N.A.5.A. ACCORDION SHUTTER
8A HD MALE LOCK BtADE 6063 TIT ALUMINUM WA.5.A. URGE 4 SMALL
13-b I OX3•HH BB HD ADAPTOR FILLER 6063-TIT ALUMINUM N.A.S.A. IMPACTED RATED
BUDS SCREW 9 t`
410 STAINLESS CLOSURE 6063-TIT ALUMINLiM N.A.5.A.
lESS STEEL 9A 2'JAMB CLOSURE G0G3-TG ALUMINUM WA.S.A
I O 1/4.2X ANGLE 6063 TG ALUMINUM
It I/b2X ANGLE 6063-TG ALUMINUM N.A.S.A. ENGINEERING:
INC.0.19 !2 WHEELCARRIFR PLATED STEEIJNYLON MASA, ENGCU NcABLIs
SILL. 13 b t W3'HH RUDE 5CREW 410 STAJULE55 STEEL N.A.5.A.
G 13A N I0X2-MlBLADE SCREW 410 5TAINLE55 STEEL N,A.S.A. 5595 ORANGE DR.201
a 14 0.44`DIAM.FLAT WASHER STAINLESS STEEL Wk5.A, DAVIE, FL. 33314
TL
_ 15 0.4G'0 x 0.93'BU5HING N11,ON N.A.5.A. Tel.:(954)585.0304
IG 0.460 x 0.65'WHEEL BUSHING NYLON WAS.A. - ENGCO@AOLCOM
14 1 14 19 PU5H-BUTTOM LOCK
1H6. 20 1/25 3/8•WHEEL 5PACER NYLON N.A.5.A +trpurr0ur•N
IS mU r: 21• t/IG'-1X2 IX2.5,IX4 I.5X3ANGLE5 6063-TS ALUMINUM N.A.5.A. ,gip! E�� •�
0.14 224 STD rulA1.E LOCK BLADE 6063-TIT ALUMINUM N.A 5.A. P'
18 13A 22A. 5TO MALE LOCK BLADE 6063-TG ALUMINUM N.A.S.A. ',gyp .\CEI�q Y'�`««'
L 3A-81 OX2'HH 22B STD LACK KEEPER 60G3-TIT ALUMINUM N.A.SA. ,1 N
'
BLADE SCREIV. � 1
410 STAINLESS STEEL NO:52609 }a 2
* * *;0.500 }}0.4��0
0.4 0 0.390 STATE OF :
0.20_ a 390 - .a.. 0.44 M03
n Ll 6 24
-a,310 T-- T" Jul. 3 0 2015
d_L_p.:� d d -i- STAINLE55 STEEL FLAT WASHER Pedro De Pn rc'b-Fe 52GO9
ANCHOR SGFiEDULE
0.50 IITLONWHXLB 15-.460X.93• TYPE DE5CRIPTION MIAMI DADEAPPROVAL:
NYLON WHEEL BUSHING NYLON BUSHfNG EMB E.D.
20-I/2°0X0.36 A I/4°ITWTAPCON INTO 3000 P51 CONCRETE 1.75 3.0 TROi1l7CKRLiYLS131D
NYLON WHEEL 114'EL.CO ULTRAGON INTO 2700 P51 CONCRETE 1.75 2.5 0acomplying with lheRoddd
SPACER At t TWTAPGON INICICON BLOCK 1.25 30 BUIldinaCede
14'ELCO ULTRACON INTO C014CRETE BLOCK 1,25 2,5 AacpttrrraND o1a
B 114-20X)ALL POINTS SOUR-5ET INTO 3.0 K51 CONCRETE O. 75 3 !°xp/;;��ll1DoTJdtc nl9
51 14-20X I ALL POINTS 5OLID- ET INTO CONCRETE BLACKO 3 0 Byp�
C 114, D LAG NTO G= W } 5 Al12-WHEEL CARRIER D 1/4'-14 SELF DIULLING SCREWS INTO 1/8•STEELORAWMINUM STAMPED 55 WITHNYLON WHEELS E i/4'GRETE-FLEX SS4 LNTO 3UQO PSI CONCR>:TE 1,75E11/4'CRETE-FLEX 554 INTO CoNCRETE Rom(2000 P51) 1.25 DATE:04/07/2015
WTG4: !Dr EDGE DISTAIXX SMALL BE BEYOND WALL DP.E551NG SCALE:NA
10 EMMDABGDMUTr%ILL Or BCWIID WALL DRE.99ULG DESIGN BY:PPMP
W 1/4'TAFCON.IM 0TIE•PLEX,014 WOOD SCREN5 CAN Of USED In RCPLACE OP jWLA.G 5CREL+S
O
1--1.24--I
SHEET DRAWING A:
!I OF 13 15-146
MANUFACTURER:
5HUTTER COMPONENTS
4.56 1 3.92- JUST SHUTTER IT INc
4.54 4.00 3.23 0.46
$ 1.24--1-
4 1.99- 0.61 2.es ORT ST.UCIEACEDO BLVD
e�"
FLORIDA 34983
N 0
1197 0 0 o Tel.:p72)201-9919
h Fax:(772)G73-0588
C5 O t.23 3.21 s 1.48 d v: o WWW.JU5T5HUTTERR.COM
p• 16.COMPOSITE
I-0.05'ACCORDION BLADE NJ_ 1 $ ALUMINUM/UYAN BLADE 7A-UNIMATE W/LP
mT 1.45 T o A9�PE1ROLYCARNOA -0717 OONATE APPROVED 7-UNIMATE W/O 1P LOCKING BLADES 0.41
XL 102UV LOCKING BLADES PRODUCT:
I A-STARTER BLADE
a sl 2.31 5UPERNOVA
�{--1.83 51 n^i m 0.06 m EXTRUDED ALUMINUM
--4.08 @ hh D I 1�77 1.56 o o - ACCORDION
SMALL SHUTTER
mT*rT, IMPACTED RATED
0.86 I
hh O N m T TT 8B ADAPTOR FILLER
0 0' m USE WITH 8 AND 8A
@°
IC,0.05'FLOATING STACK BLADE 0.61 1 a s m a - -1.99 m N
0.07 y ENGINEERING:
2-INSET TRACK W/RG OPT I ONPL c
3.00 ENGCO INC. CA9116
HEADER/SILL MOUNT 0.64 5595 ORANGE DR.201
. 33314
0.13 2.1-INSET TRACK W/O RG 0.08 8A-KING HD 0.OB 0.60 Tel.:
e V I(954)L585-0304
LOCKING BLADE
//����--ALTERNATE[ALIO HEADER/SILL MOUNT 8-FEMALE HD '-� - � •• ENGCOQAOL.COM
._,�.../(Y END RECEPTOR LOCKING BLADE --ii--
\1.111_`/_ END RG18t8 TO �- -3.83 rrppom •Q•.
7__I
TRAMS 3,]I o �`� _ ^ s-RECESSED TRACK rrrE P�
'1 TA AND X I .°. ^ SILL MOUNT ONLYGGF�'.�.
_I o:i0 + c a x.e1 ��Jr'�\ ENBFk/
O.77 Q
a 10 d, o U6 a06 a f NO.r 2609 `
a
2.83 0 0.86
7- ,A 2.41 _ I •1 0.79 o I �. :.p
a 06
2 Q°• o 0.61 . 11 ^ d1 .STA
o RG
n "rl m n 9B-HD JAMB CLOSURE p •'•••.VSs O'••'•••••����0,
,n ^ 3A-2'BUILD-OUT TRACK o 0. 6 d I •••1VA`'rrrrrrrl
a - 0.06 r' _ 1• HEADER/SILL MOUNT n
1.0 '+� 3A.1-2'BO TRACK W/O 228-LOCK KEEPER INSERT 2'70� JUL 0 2415
g9 0.61 1 RAIN GUARD(RG) 22AMALE 570
L 22-FEMALE 5TD - 9-I'JAMB CLOSURE
o
0.07 R0. LOCKING BLADE LOCKING BLADE vl EN,neer Seal
OPTIONAL o Pedro De Rguaredo-PE 52609
3-1'1/}'BUILT-OUT TRACK
HEADER/SILL MOUNT 3.70
0.125 0.25 MIAMI DADS APPROVAL:
3.1-I'//}BO TRACK Wi0 *.7
2.07 9A-2'JAMB CLOSURE (410DUCY REVLSED
RAIN GUARD(RG) 1.9l D.09 '1 I` 0,06 complying 0i�0 Florida
-►I� EVIAccqfun at 0 13.03
Expi fun Date q,o/9
2 za zx
43.37
6 °T E 21-III G'THICK ANGLES By 'Q � e 6063.75 AWMINUM ALLOYMleml ot Contin
1 0' a 030.i ipi 510E CLOSURE USE ONLY 261 075 3.36 DATE:04!07/2015
GA ADJUSTABLE MALE
DESIGN BY:PPMF
13 1.1.29 6-ADJUSTABLE FEMALE HEADER/SILL MOUNT
HEADER/SILL MOUNT 2'0
'A'TRACK SHEET .DRAWING 8:
4 1 I-IIB'THICK ANGLES I O-I/4'THICK ANGLES 1' OR 1.5' 12 OF 13 15-14G
SILL MOUNT ONLY
6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 SW 5.MACEDO BLVD
BETWEEN WOOD TRUSSE5 PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
Www.JU5T5H UTT£RIT.COM
0.63 0.62
1.25-j—1.25 1.25 5.00--1
N
PRODUCT:
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS SUPERNOVA
WITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PLATE
UMINUM
PENETRATION INTO WOOD ACCORDION
SHUTTER ACCORDION SHUTTER
' LARGE 4 SMALL
•
5.00 IMPACTED RATED
I
m 1/4'X5' OR 1/B-X5' 6063-T6oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO I o
_ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. wars
u I SEE TABLE BELOW FOR SHUTTERcu
rm I SPAN & PRESSURE I/4'X2'XS°6063-T6 ALUMINUM ANGLE 5ORANGE
DAAMVI E, FL. 33314
w 1/4'-14X 2' SELF DRILLING SCREWS -.- _ .,- -. �.-� - 7eENGCOQAO COM954) A
r -q z SEE SHEET 5 MOUNT TYPE D
as ANCHOR TYPE D FOR ANCHOR SPACING '
= JN ''//1//IaI/IIIIIII II
I �I .0� E
EN
i No., 2609 ':o5.00 ?
L
• '• � ?�� STA F ty
C5�I/89I5'6063-T6 ALUMINUM PLATE �OR ...
ALLOWABLE DESIGNED PRF55URE5 ALLOWABLE DESIGNED PRE55URE5 ss
FOR 5fOpONXMTH 1/4'ALUMINUMFIATE FOR 5ECIONXWITH 1/B'ALUMINUMPLATE •''••.��//////eT'/
5 00—
BLADE MAXIMUM DESIGNED BLADE MWOMUM DESIGNED
SPAN PRE55URE P5- SPAN PRE55URE(P5 cu I JUL S O ZOIS
I BLADE I BLADE I B (IN) BLADE I BLADE (B T Engineer 5e2l
60 ±159 ±159 60 ±99 ±99 1 Pedro De Rguoredo-PE 52609
72 ±132 ,*132 72 ±82 .x.82 ALTERNATE TO PLATE o0
84 ±1 13 ±113 84 ±71 ±7 I I/8°X2 (5°6063-T6 ALUMINUM ANGLE n7 MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 ± 88 ± 68108 ±55 ±55 PROnucr REvlsm
126 + 68 ± 68 126 ±47 ±47 a6moyingwilhtheFTorLds
Bwil6mCode
132 1 ± 62 ± 61 132 ±45 ±45 Aooepraneexol - 513.0;
144 +48,-52 +45-47 144 ±41 ±41 Unum /9
162 +30,-40 +28,-33 162 ±30 +28,-30 y
B Dnde� uct Contro�
NOTE: I- LINEAR INTERPOLATION 19 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMF
5HEET DRAWING N:
13 OF 13 15-146