HomeMy WebLinkAboutProduct Approval MIAMI-DAME MIAMI DADE COUNTY
g 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) .►w.miemidade.eov/eeonomv
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade,County RER Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION; "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 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 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 H,e/lmy A.Makar,P.E.,M.S.
FOAOECOUNTY /� � NOANe:0811o. 513.03
MIAM
� ,,,� � r� �� Expiration Date:08/14/2019
Approval Date:08/27/2015
0 8 f 2 7 f 201 S 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., cert*ng that the drawing(No. 14-131)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 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.
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 I5-0629.
C. CALCULATIONS
1. See Association's generic approval ander 13-0629.
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.
I5-113)and complies with FBC, 2014 Edition.
It-
HiKy 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:
5UPFRNOVA JUST SHUTTER IT we 13415w S.MACEDa BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.LUi
LARGE MISSILE IMPACT RE515TANT Tedi.:(772VA)42013-9919
Fax:(772)673-0568
WWW,JUMMUTTCRIT.COM
GENERAL NO-TE5: FLORIDA BUILDING CODE 2014-HVI1Z
1-DEFINITION:THIS PRODUCT IS AN ACCORDION TYPE SHUTTER!DESIGNED.CONSTRUCTED AND PRODUCT:
ERECTED TO EASILY ENCL05C AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SURER NOVA
AND WIND BORNE DEBRL3(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GRED EXTRUDER ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE f SMALL
2-CODE:THIS PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING FNGINt�RiNGz
THE FOLLOWING:
ENGCO INC. CA6I1C
JUST SHUTTER IT INC-FORT ST.LUCIE,FLORIDA TABLE OF CONTENTS 5595 ORANGE DR.201
5UPERNOVA EXTRUDED,ALUMINUM ACCORDION SHUTTER DAV IE, FL. 333 i 4
MIAMI-OADC COUNTY PRODUCT CONTROL APPROVED' Tel.:(954)585.0304
SHEET _ -DESCRIPTtt?N' . — ENGCOQAOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BY A
FROFE5510NAL ARCHITECT OR ENGINEER FOR EACH 5PECIfIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES.USER INSTRUCTIONS ���d DE
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER COWiPG7!@R TO BE ELEVATION,
USED. 2 TYPICAL N TABLE2 ALLOWABLE BLADE PRESSURE TABLE 1. I A AND GLA55
5-MATERIALz ALL EXTRUDED ALUMINUM SHAPES SHALL BC MADE OF 6063-T6 OR A5 NOTED. 3 TYPICAL SECTIONS A.B 1,82,B3,B9 WITH ANCHORAGE TABLES No.5 609 •
6-fA5TENERS:'ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT 51:7 OF
•
DRAWINGS.INSTALLATION AN4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES
LOADS A5 PER THIS APPROVAL Iq STA F
7-USEz!T SHALL BE THE RESPONSFBILTTY df THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS 0,E 4 GH WITH ANCHORAGE TABLES ~ � (OR
TO VERIFY THE FOLLOWING: 3�+rp�ONAL. ��
7.t-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO 13E ATTACHED INSURING PROPER 6 TYPICAL SECTtON5 P.G t I WITH ANCHORAGE TABLES yy�arsnn�M'0
ANCHORAGE. JUL 3 0 2015
7.2-THE SITE SPECIFIC PROJECT CRITERIA.SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS:F
REQUIREMENTS.DESIGNED PRESSURES ETC. Engineer SaA
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE 5FECIRC PROJECT. 6 LOCK MALE 4 FEMALE 5ECTtONS'V Fe*0 Da F"iredo-PE 52609
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHOR5 9 LOCK UNIMATE SECTIONS'M' MIAMI CADE APPROVAL
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHOR5 WITH 1.6 LOAD DURATION INCREASE
POR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS RP PRODUCTREVISHD
fmcam ly�dovilhIlio171010.1
I I BILL OF MATERIALS.ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Aao�ms cl No 0 7$,p$
::Klic�
SnUole9--J9
USER INSTRUCTIONS, 12 COMPONENTS
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER REM 4 OF GENERAL NOTES. 13 SECTION 7L°DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA.
DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE.NA
DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRESSURE PROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING N:
PRESSURE FROM GENERAL NOTES 4 1 OF 13 15-146
MANUPACTURM
JUST SHUTTER IT INC
TABLE I TABLE I A INTERIOR/EXTERIOR s 1341 SW S.MACEDO BLVD
MAXIMUM ALLOWABLE 61 BLADE ' ' MAXIMUM ALLOWABLE if 1 R 01 B BLADES PORT 57.LUCiE
SHUTTER SPAN X PRE55URE SHUTTER SPAN X MM55URE I GO, FLORIDA 34983
Tet.:(772)201-9919
BLARE SPAN PRE55URE(P5F) BLADE SPAN PRESSURE(PSF) ALL ALUMINUM BLADES Fax:(772)673.0588
INCHES P05 WO I INCHES P05 NEG ""JU5T5HUTTEPJT.COM
Gu— 160 I 1 -Tgu—
GG 158 158 96 158 158 INTERIOR/CMFJOR
72 144 144 1 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 64 124 124 INTMOK/EXTERIOR
90 116 IIG 90 116 IIG s� SUPERNOVA
96 i08 108 96 108 LOS 1 1 1 \ COMBINATION EXTRUDED ALUMINUM
100' ALUMINUM/LEM BLADES
104 100 I Op i04 100 100 BUM CAM 5C AMMM IN MkW ACCORDION sriLrtfER
108 93 • 53 08 93 93 COMURADM AS UMn l) LARGE 4 5MALL
114 83 83 114 3 83 1B 1 B IMPACTED RATED
120 75 75 120 75 75 INTERIOR/ExfERtOR
126 68 68 126 68 98
132 62 62 132 GI G1 ENGINEERING:
138 57 57 138 53 53 1NTERIOR/ExIERIOR ENGCO INC. cnatc
144 48 52 t44 45 47
ISO 41 48 !50 38 42 5595 ORANGC OR.201
162 30 40 162 28 33 IB-� LS-� !8� DAVIE. PL. 33314
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NOTS ... ALCLEM BLADES ENGCOGAAL.COM
I-ACPW3NUYR%ADeSPANnNGs1rDRAuCONORON9
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S-u9tTARtIAtRIRSTNt ORMOPLUOV.tDrOKA19 t7U1 a \ EN� l
iid ^'
S-DIAD!RMresm INSTAllA71OH is Auaum rDRAu MONMtDCOiOtfiON9 GVV7
- Q
TABLE 2 No. 2609
MINIMUM SHUTTM SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CR055 5ECtION 'O STAT F
A,BCD. GH x �a at
TOP TRACK GLAZING SEPARATION (INCHES) '��► O R W10
BLADCTYPE <aGOB <- N «162' aN/ORALff�t��r
ALUMINUM 2' 23/4' 3.125' JUL 8 0 2015
M n
ru:: ALL MVAT0 5 Engmwr 5ea1
1SPARtiQi Pedro Oe r'"redo-PE$2609
C3 a ' '• LEXAN 3' 3' S.
~ rn M N ry <=317 ELPVAT ON MUMI DARE APPROVAL:
LEtAN 21/8" 3' 3' PRODUMEMSEU
J �90aw s vlibiheF7orvda
ae
Yid ELEVATION Bulldtng Godo
a A=gmroNo 5,051 03
til NOTES: 9LOD Lkie�3��r�4
i-. I-SU"AMON rROM GWINGARtA$%Wk DE MrA•A=MM ZZ/
GA"S 9M nON 01Mt5ff M1IAM MOST EUDd IDR R0 M WCf.
LS 2-GU99 NJ'ARATION 49 MNCADIt ttX TMt INCA IERONMD AND h CbNiD
y Mwm-0ADG COMM),
3.MEN SHLMIK0LA5 f9 m RATIO D xnm txmt TITG9 OF DIADC3TNt
AL IARGr3T GIA94 strAFAmd,DtINLAPFLY.
DATE:04/07/2015
A.8,81.82.83,84 I BOTTOM TRACK SCALE:NA
C D E F G.1 GH DESIGN BY.PFT:AP
SHUTTER WIDTH (SW>
NO LIMITATION
SHEET DRAVANG#:
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A.51,132,153,154
AND ANCHOR 5CHEDULE -! 1/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR Qz R10X3/4' TEKS
5ECTION A 1/4-20X1/2' HHMS V/NUT wz AT 12' OC 1341'SW'5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w'^ PORT 5T.LUCIE
HEADER OR SILL 16 FLORIDA 34983
OPTIONAL Tel.:(772)201-9919
2,2AI 1 raw -TV6 ADJUSTABLE TRACK Fax:(772)673-0588
ON REVERSE ANGIE WWVV•JU5T5HUTTERIT.COM
m ENDED. SILL ONLY
ANCHORS DESIGNED PRODUCE.
shoo H; 6A Id AS PER SECTION B4
ON TABLE BELOW
ANCHORS DESIGNED 5UPERNOVA
_ a AS PER SECTION A ti r,- 8 a EXTRUDED ALUMINUM
z I/1B ON TABLE BELOW
= y :� 1/4-14X1''GR5'SDS OR '` ACCORDION MALL ER
1/4-20X3/4' PHMS W/NUT LARGE�SMALL
SPACED AT 5'OC IMPACTED RATED
EMBED.---�
SECTION BI
H I/1B "A"TWICKON ENGINEERING:
REVERSE ANGLE
SILL ONLY ENGCO INC. GDIIC
t/ls 5595 UPL 201
L ANCHORS DESIGNED v°'i 5ECTIONB3 ORANGE5 314
AS PER SECTION B1 w #IOX3/4' TEKS ADJl15T/1BLEON 4 �� ._
DAVIE,
Tel.:(95 )5
4 - -- 1I_ ON-TABLE-BELOW a.... -. AT"I2' OC ENGCO@AOL
H r. .-' F- a STD.ANGLE
�q 'W ..w SILL ONLY 'j1Nppow•,y�,
1/4-14X3'.GR5 SDS OR rym ANCHORS DESIGNEDAS PE
Via•'a;.•:DE F/ ylz,
I/4-20X1/2' HHMS V/NUT EMBED.-� 6 ON TABLE EBELOW
CTION 93 �r,, C *aF z
..4 �Qii
SPACED AT 12'OC _ �r W A NO. 2609 v
N w r r v
i , k 6A 5TA F
EMBED. �s'p['DR pP�•1.�.
W `' ANCHORS DESIGNED
X ¢ 1/1B '� AS PER SECTION B2 1/4-14X1' GR5 SDS OR �'�'•wn����pA
'' ?a ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT H
W 1rmNnl �' 6A SPACED AT 5.00 JUL 30 2015
f eioo t EngineerBest
H L v MAX. BLADE SPAN IN INCHES Pedro De Fque:redo-PC 52609
4 11 EMBED.—� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF)
SHEET 11 FOR ANCHOR TYPE BA 5Ep ON SPACING IN INCHE5 ON CENTER MIAMI DADS APPROVAL.
s
SECTION 132 ANCHORAGE SPACING 162 1 13 108 1 84 60 PRODUC[RHVIS[D
1/4-14X1' GR5 SDS ORa MdwF7mido
1/4-20X1/2' HHMS W/NUT M. 'A TRACK ON s E1 E E1 E 1 E 1Gft
SPACED AT 12'OC 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Amplmoo No 1 SI .03
SILL ONLY SECTIONS 12 40 36 62 44 93 4 160 70 160 98 g� ton Doi
A,B1,B2 8 40 40 62 52 93 81 11241105 160 146 Uy
MAX. BLADE SPAN IN INCHES 83,B4 6 40 40 62 62 3 INTI 1 4 160 160 0
4 40 40 62 62 93 93 124 124 160 160 Centro
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER
DATE:04!07/2015
ANCHORAGE SPACING 162 1 132 1 108 84 60 SCALE:NA
A Al ID I A IAI IB 1111 IC ID I A IAI IB IBI IC Ill A Al B B1 C D A Al III IBI IC D DESIGN BY:PPMF
SECTIONS 14 4 -- 40 0 4 6 -- 62 49 62 49 90 22 3 60 92 60 116 29 124 77 118 77 1 0 40 0 6 107
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 9D 124 89 160 47 160 l26 160 125
A,B1,B2 8 40 26 40 40 40 40 62 32 6 62 2 62 93 39 3 3 93 93 124 51 124 124 2 124 16 111601160 16 16
B3,134 6 40 35 40 140 140 140 1 62 143 162 162 162 162 1 93 152 193 193 93 93 124 67 124 124 124 124 160 94 160 160 160 160 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 3 Of 13 15-146
MANUrAat)FM
TYPICAL 5ECTION5 5 AND C
AND ANCHOR 5CHIEDLILE JUST SHUTTER IT INC
1341 SW 5.MACeDO BLVD
FORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)*201-9919
AS PER SECTION C fax:(772)673-0588
TABLE BELOW WWWIJUST$Hi)TTERJT.COM
3,3A y
�a PRODUCT:
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rRmucr
V2
(z SUPERNOVA
DMDED ALUMINUM
ILH!
16 ACCORDION 5hUrrCR
-LARGE t SMALL
ANCHORS DESIGNED UPTIONAL IMPACTED RATED
AS PER SECTION D
2,72A f ON TABLE BELOW
SECTION c
01 WALL MOUNT WITH ENGINEERING:G,
R TRACK 3 OR 3A
5�ECTI a hEAUR OF SILL ENGCO INC. CACII
OUXT-OUT ON T-1 5595 ORANGE OR.201
REVERSE MGU! EMBED OAVIc, rt- 33314
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SPACED AT 12'13C A A at
sw
No. 2609 '
ANCHORS DESIGNED
AS PER SECTION C'
ON TABLE BELOW
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
U IN
'll
ANCHORAGE SPACING M-Axt M M ANCHOKAGI! P I,E 5 5 U R E {P5 F 13 A 5 1!0 ON 5 F A C I IN G IN INCHES 0 N CENTER JUL 8 0 2015
162 132 1 108 84 1 60 Enqueer Sea!
A Al
]BE::[&�l C D A Al B C D B1 IC ID A AlPedro Do figmredo-FE 52609
14 40 4 �
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0
4 40 4 4 62 49 62 -2 B
g 8 -9 7 04 77 14! 4 10
2 4Q �34 "
0 119 1 62 87 6 93 57 125
SECTIONS 1 0 2 57 9 93 1 RZ 70 1 1_1 MIAMI DADE APFROVAL:
B&C -6— 4 igo HE KIER 62 326 6 62 162 1 93 39 9 0 93 124 �l 112' 60 1
. .. .. .. ..
6 623 43 6 62 62 62 93 5 93 60 160 FRODucrilsvism
Q 6 9 a ocowns with the I-191(da
4 4U
14U 140, 140 1410 1410 Alt73 60 160 BQdftOfkdo
MAX, BLADE SPAN IN INCHES
BY
ilmo��
SEE ANCHOR SCHEDULE uct "I"D
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(F5P)
ANCHORAGE SPACINGBASED ON SPACING IN INCHES ON CENTER
162'—F 132 ice 1 84 1 60 DATE:04/07/2015
5 1' F I FI I r El E El E El E ES SCALE.NA
14 40 31 6238 7 46 112 60 157 84
---— DESIGN BY.PPMV
SECTIONS 12 40 3+6 ,,9&72 2 6F f4 95 3 4 1 1
7
B&C 8 40 f 4, ' 93 77 124 i59 160 -1-3-8
6 —4 a 62 93 88 124 113 160 1
q _10 62 62 93 84 124 108 160 151 SHEET DRAWING
4 Of 13 15-14G
MANUrACTURM
ANCHORS DESIGNED TYPICAL 5FCT(ON5 D,If GH ANCHORS DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D-, AND ANCHOR 5CHEDULE AS PER SECTION GH
ON TABLE BELOW - &
IN ON TABLE DELOw
1341 SW 5,MACEDO,13LV1J
<ED) DOE FORT ST.LOGE
�—(EWEDGE FUMDA 34983DISTANCE DISTANCE
ANCE
TeJ.:(772)201-9919
Eo. Ea Par.(772)6790588
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Z.M ci ACCORDION 5KUTTrK
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L -14X 3/4' TEKS
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CE
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SPACED
PACED AT 12'13C
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F-5ECTION GH
ur 5595 ORANGE DR.201
ANCHORS DESIGNED WADERISILL ENGODGACILCOM
...... AS PER SECTION E DAVIE, FL. 333 14
313A 13N TABLE BCLOII•* j Tal.:(954)585-0304
1/41-101 %SDS OR
1/4-20X1/2' H MS W/.NUT.
a. SPACED AT 12'DC
N Elie
mm
No.' 2609 1
I/IB
ST
F
1tv..
MAX. BLADE SPAN IN INCHES �ONALoil
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE AL 80 2015.
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER rnmear Seal
162 '132 108 - 14 60 162 1321108 841 60 Pc*o De fwu*rcJo-PE 52G09
A B C D A IB IC D_ A C D -E
I�t, I r A B C D B IC D s E E E
4RO 4 34 4 %5374
16 ed 8 4 41 25 31 60 72 36 4 16 es
58 69 4 41 7 9
g5
'26 45 1-54 1 52 1 E 37
2(
12 30 36 Ti- 22 4F 3 4 1 71 99 MIAMI DADE APPROVAL%
SECTION D _59 67 49 5 6 14 71 86 10
39- 9 t63 106 149
86 1 f2l a 40
40 6S a il I I I?R0V=RUVISBD
6 160
40 52 115 124 69 2 -T6-6 160195 1119 --6 40 22 9 124
4 40 40 4 -40- 62 102 1 — 62 9 3 12 1 0
124 10 �23 160 4-_ 40 3 124 160 BuiMiDgtbdo
026 -- 2 32 020 -- Y26 -0 -- - --
22 22 1 +4 58
-- 34 39 24 Q 43 51 a 1 171 44 42 L5--
27 1 3e +6004 27 31 41 52 3
SECTION E -9- 2519 3b 123 1 68 180 49 4 1) 46 52 102 1
-1 1 20 76 47
6 4 39 24 23 �4 _I 6 40
§L3 i- 52 162 61
4 40 135 1 5� - 97 1114 17n 167 ' 139--- 98 93 4 40 52 64 021115 1
12 -- -- -- -- -- 2,3 7
9 20 4 25 29 PA IP I -'IQ I A" pq 2 5 64 41 37 9 4 0 37 47 R66 DATE:04/07/2015
SECTION GH a 27 28 3 — 34 4 1255 1 j2g 4,4 33 130 SCALE:NA
6 30 3 34 1 g5 61 :Z2 171 41 53 74 1
37 44 28 45.1 n-3 9 -792- 9 46 4g B '11 DESIGN uY,rpmr
1 43 40 6 91 �6 6 3 45 55 71 99 1
4 40 40 3 31 56 62 66 I BU 151 In-j r s Rn 103
147 1 88 123 144 91 84 4 381 47 1 57 74 103
SHEEP DRAWING f:
5 OF 13 15-146
TYPICAL SECTIONS G,F AND I MANUFACTURER,
AND ANCHOR 5CHEDULE JUST SHUTTER IT wc
I/lB 1341 SW S.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
5ECTIONI
Li Z.- I I RECEMOUNT Tel...(772)201-9919
SSED
Fix.(772)67"588
8I0X3/4' TEKS SILL ONLY
WWWJU5T5tiUTTERJT.COM
tn AT 121 oc
t
PRODUCT:
ANCHORS TYPE
EDGE CLEARANCE(EQ A. B, C OR D SUPERNOVA
INTO CONCft_TE_V(3000 M CONCRM SPACED AT 48*13C
INTO WOOD-2 I/Z(WOOD SGtO.55) <EQ EDGE
APPLICABLE FOR ALL LOAD OffRUDED ALUMINUM
INTO WTAL;2(QD---%A&uLVCRAsXMAWSozW3 —CLEARANCE CONDITIONS'FROH TABLE I ACCORDION 5tWM
LARGE#SMALL
IMPACTED RATED
(ED) EDGE
DISTANCE
STANDARD LOCATION 2j— LAILTERNATE LOCATION
ANCHORS SPACED \—ANCHORS SPACED
AS PER SECTION G eNG4NI!MNGr
ON TABLE BELOW D) AS PER SECTION 61
ON TABLE BELOW ENGCO INC. cAattc
5595 ORANGE DR.201
ALTERNATE(ED) z SECTION F DAVIE, rL. $33 14
R
W
TO."(954)58"304
II EDGE DISTANCE -WfkACK ikSkr mWNT ENGODOAOL.COM
SILL ONLY
_j F
ANCHORS'DESIGNED
Oxy AS PER SECTION F
ON TABLE BEL13W N4 2609
6 * 71rfi
STA OF
0 1
(ED> EDGE
MAX. BLADE SPAR IN INCHES DISTANCE JUL 8 0 205
SEE ANCHOR SCHEDULE ON Enquicer 5eA
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER. Pedro Do Flueoredo-PC 52W9
ANCHORAGE SPACING 162 132 108 84 60 1621132 1013 841 60 MIAMI WE APPROVAL,
A B u A IN IC IN I A 12 IC ID-_ A IN IC ID A B C
s E E E
16 125 2 3? — 7 267 1=6 21 26 33 46 PRODUCTIRRVIS111)
23 7 36 43 25 3" 7 as complying with thu flovidn
-- 22 91 �3E 35 23 28 34 44 62
12 S PO
SECTION G B 35 4 Handuscoft
28 33 20 42 1�50 130�129 54 64 FS 53 5� —qg-
-14 3 a I 1_ a 34 4? 51
6 38 0 126 26 46 :34 132 13a 1 06 167 139 139 73186 02 12 0171 176 6 40 56 68 88 1-23- A"imeNa/5-eVs-ay
V bd be 85 log I bn Onto Aall-4
Iq I qu 1 -1 148 14U-1 193 159 159 _109 124 7 1 16n11O6f1O5 4 40. 59 72 yZ.19
--go— 34 1 21 35 0 76 193 41 55 6 3 9
0 L_
38 40 20 R7 46 56 25 44 C.'&.1
SECTIONS -i-2 34 57 69 .39 153 54 74 12 40 58
G1 ORP 0 40 40 30 40 62 62 37 85 93 79 1531160 at 11 8 0 93 124 160
0 3 93 f ..58 1160
.fi— 40 4 40 4a, 62 62 4 7 16 108 48 6 4 2 93 124 160
0
0
4 40 4 WOA 5124 4 6 -
'P 6P 1 DATE:0410712015
40 4 9q 1, 40 93 124 160 5CALE-.NA
DESIGN BY:PPMF
5HEET DRAVANG#t
G OF 13 15-146
MANUrACTUFM?4
TYPICAL HORIZONTAL JUST SHUTTER IT INC
JAMB AND CORNER SECTIONS J
OPT I CNAL
SEALANT 1341 SW S.MACEDO BLVD
FORT ST.LUCIE
MIN, (3) ANCHORS rLOPJDA 349M
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR 1) Tel.,(772)201-9919
IS NOT
NECESSARY CL05URE 4' FROMS ENDS-' 15ECTION J I Fax-(772)G7"508
AND
WALL MOUNT ONE AT MIDDLE JAMB CL05URE WWW�ju5T51iumpjT.COM
INSET MOUNT
(X2) DIOXI SDS IA—\
9 9A TOP AND BOTTOM PRODUCT:
,-IA 15;p,—TRACKS 5UPERNOVA
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
t
ENG(NEMNG-
TOP BOTTOM TRACKS ENGCO INC. CA8116
5595 ORANGE DFL 201
DAVIE, FL. 33314
Tel.:(954)585-0304
-EN&C0@AOL.'4CC)M
IB
ANCHORS TYPE
A. B. C OR D
SPACED AT 24'OC No 52609 i
EDT
E
D) EDGE
WE
DISTA C ST OF
DISTANCE
E
5 '0
5ECTION J2
e' jl� 0
JAMB CLO5URE I
BUILT-OUT MOUNT
21 OR I I JUL 30 2015
010)(3/41 SS SMS OR
3/16-SPACED PAT 24'OP RIV13CETS SECTION J3
Va Fiqwwftio-FE 52609
CORNER,CLOSURE
MIAMI DADE AF?ROVAL-,
MODUCTREVISCO,
w awRlying with Ilia r1odda
fu
DATE:04107/2015
SCALE,NA ,
7 OR 7A DESIGN BY:prmr
lB IB 19) PUSH BUTT014 LOCK
LDCATIED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING#:
7 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT ING
HD LOCK SECTIONS L
1341 sw S.MACEDO BLVD
PORT ST.WCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JUST5HUTTFRIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM o F
INSIDE OR OUTSIDE BY PLACING LOCK Z cu �, 5ECTION L
IN51DE OR OUT5IDE A5 REQUIRED, o r a< LOCK BLADE SECTION
in w �-' CLOSE POSITION PRODUCT:
JAN -tiL�
u w
EMDfD ALUMINUM
ACCORDION 5t1U1TER
L LARGE a SMALL
IMPACTED RATED
ENGINEERING:
Na ENGCO INC. CAE11C
- 1 5595 ORANGE DR.201
1 1B DAVIE, FL. 33314
IR
Tel.:(954)585-0304
BA
. .._ .... LRNGCOQAOCCOM
e
6 „ DE F%
EN
COMMERCIAL MORTISE LOCK V/
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 0 A, B, C OR � W
SPACED AT 24'OC STA OF
ALTERNATELOCK SECDE TION L1 �0, A 0 lO�
SECTION L 5TARTER BlAOE SECTION '.sS • ��``
LOCK BLADE SECTION lA ti,,�ONAI. 01,
OPEN POSITION IIBEBF11f t ••'�nnul�jl '
1 Iil! 3 0 7.015
Pedro De rigvmredo-PE 52609
low MIAMI DADE APPROVAU
PAODUCTRRVI3P.D
a 8 p uomplyiaglvllh N>lo Florida
Buitfngcuft
AeuplmcoNo Seo '3
� Ion Dafa o y
a BA
Bi1r�
B
OA—/ 1 B MIamID uet nlm
1BJ
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY'?PMF
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1B EXTERIOR KEY OR THUMB TURN 1B SHEET DRAWING P:
AND INSIDE THUMB TURN
8 OF 13 15-146
INSTALLED ON SHAPE 8
TYPICAL HORIZONTAL
UNIMATE LOCK 5ECTION5 M JUST SHUTTER IT INC
LOCKING PINS APPLICABLE
ONLY AT OPEN POSITION 1341 SW S.MACEDO BLVD
TO SECURE STACK FORT ST.LUCIE
LOCKING
I N' P INS A FLORIDA 34963
r
ION'LY AT "PEN P
T SECURE STACK
Tat.:(772)201-9315
7A
Fax;(772)673-0588
u wtkw.ju5T5tiunyw.com
NOTE:SHUTTER N:BWE LOCKED FROM
p
'F_Byr�
p
:N51DE OK70UT5IDE PLACING LOCK
N51DE OR OUTSIDE A5 REQUIRED. (U SECTION m
PROOI=
I=BLADE SECTIOca
N
7A
% 5UPERNOVA
EXTRUDED ALUMINUM
ACCOROION 5tIUl=
LARGE 4SMALL
IMPACTED RATED
ENGINEERING:
ru - 7 OR 7A* 7 OR 7A ENGCO INC.
7 OR 7A 5595 ORANGE PR,201
DAVIC, FL. 33314
Tel.:(954)585-0304
IB
1/4-20)(3/4'THUH11,SCREW ENGCO@AOLCOM
LOCATED ON ACCORDION
SIDE
INTERIOR OR EXTERIOR SIDE
BRILL AND TAP-OPEUSITE 1/4XI 1117U IN
PULL PIN
OR OUTSIDE
BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE DE F!4g
ON LOCK' CENS
(19) PUN BUTT
LOCATED ON ACCORDION,
o 2609
INTERIOR OR EXTERIOR SIDE
N1
ALTERNATE 5ffCTION M I STA F
5ECTION M LOCK BLADEWtI
• I=131AUr SECTION STARTER BLAVI!SECTION
L OPEN POSIT70N
ANCHORS TYPE
r-7 13R 7A A, B, C OR D JUL 8 0 2015
SPACED AT 241OC:
Engineer Seal
Pedro OG rievewedo-Fe$2609
7 OR 7A IA-\ -,WKW MIAMI DADE APPROVAL:
a ------ PRODUCrRBVISM)
7 DR 7A BdtdlnyCude
vinAcuept&uv No
1B PUSH BUTTON LOCK P/—
LOCATED ON ACCORDION/ 7 OR 7A MA
INTERIOR all EXTERIOR SIDE
DAM 04)07/2015
SCALE.NA
ID DE51GN 5Y.FPMF
5HEET DRAWING A-
9 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT 1Nc
STD LOCK 5ECTION5 N
1341 SW S.MACfDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel..(772)201-9919
Fax:(772)G733-05W
NW WJU5T StlUTTERIT.COM
NOTE:5KUTTER CAN BE LOCKED FROM
IN51DE OR OUT5IDE BY'PLACING LOCK SECTION N
lN5IDE OR OUTSIDE A5 REQUIRED. cu LOCK BLADE SECTION
y CLOSE POSITION PRODUCT:
a
c, IXU�PERN OVA
DED wuM
C,y ACCORDION 5TIUTTER
LARGE t 5MALL
IMPACTED RATED
_ PNGINEERINGi
c ENGCO INC. CADIIs
1 ! 5595 ORANGE DR 201
IB 1B XDAVIE. I•L. 3.4314
22A Tel.:(954)585-0304
.... ... . .. . _ ... .. .. ... ENGCOQAOL.CCM4q
6G 22.
'�
;1s„nrOrrrFrr�"F TC
g 22B �d �' s+
. ..tisk /
No 2609
ANCHORS TYPE
A, B, C OR D ='�
SPACED AT 24.OC ��p p ��V,•t
ALTERNATE 5ECTION N I ' � +4 0 R
SECTION N LOCK BLADE WITH ••�'�
LOCK BLADE SECTION STARTER BLADE SECTION lA �rrrrrprr�rrpiso
OPEN POSITION Owffl -1
JUL 3 02015
3 2. 15 Engineer Seal
8 Pcdro De Piguemdo-PE 52GO9
MIAMI DADS APPROVAL+
c+ PROL'IUCPRDV136D
0W oadc a FlaiQa
cu Amapta m N05.653.o3
22A 22
uc Control
t
1s�
22A 223 DATE:04107!2015
22 SCALE:NA
DE51GN BY:PPMP
1 l
IB 1B
SHEET DRAWING N:
10 OF 13 15-14G
MANUFACTURER:
TYPICAL BLADE A55EM13LY JUST SHUTTER IT mc
BILL OF MATERIALS
13 1341 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUP CTURER FORT 5T.LUCIE
12 13A 3- ALUMINUM A FLORIDA 34983
16 IA STARTER BLADE 6063 TG ALUMINUM NA.5.A. Tel.:(772)201-9919
HT1 16 1 B COMPOSITE BLADE 6063-76/LOIAN N.A.5.A. Fax:(772)673-0585
20 14 0 2C CFUNGTRACK. 6063--OGLT6ATING STACK BLADE �LUIMNUM NAA.SA WWW.JU5T5HUTTERIT.COM
16 3 1'/1/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.S.A.
14 ) 3A 2'WALL MOUNT TRACK 6 3-76 AUJMINUM N.A.S.A.
1H 4 RECESSED
E TRACK 6063-T6 ALUMINUM NAS A.
5 RCC- LT)TRACK GOC.3-TC ALUMINUM N.A.5.A. PRODUCE.
6 ADJUSTABLE FEMALE TRACK 6063-16 ALUMINUM N.A.S.A.
GA ADJUSTABLE MALE 7RACK 6063-T6 ALUMINUM NA.5A. 5UPERNOVA
HEADER 7 IJNIMATE 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.5.A. ACCORDION 5HUTTER
e HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.a5.A. tARGe 4 SMALL
BA HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. IMPACTED RATED
13-#1 M,HII 813 HD ADAPTOR FIVER 6063 T6 ALUMINUM N.A.S.A.
BLADE SCREW 9 I'JAMB CLOSURE 063 T6 ALUNJNUM N.A.5.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 6063 T6 ALUMINUM N.A.5.A.
10 14-2X ANGLE 6063 TG ALUMINUM N.A.S.A. ENGINEERING:
II 1/8.2XANGLE 6063-TG ALUMINUM N.A.5.A.
0 19 12 WHEEL CARRIER PLATED STEED NYLON N.A.5.A. ENGCO INC. GAELIC
13 #1 OX3'HH BLADE SCREW 41 O STAINLESS STEEL N.A.5.A. 5595 ORANGE OR 201
SILL o 13A 910X2'HH 13LADESCREW 410 STAINLESS 57M N.A.5.A. DAVIE, PL. 33314
0 14 0.44DIAM.FIAT WASHER STAINLESS STEEL N.A.5.A.
LJ 15 0.46'0 x 0.93'BUSHING NYLON N.A.S.A. - Tel.:(954) CL.COM 4
16 0.46'0 x 0.65'WHEEL BU5H1NG NYLON N.A.5.A ENGCOQAOL.COM
14 1 19 FU5H-BUTr0M LOCK 4ppon1ly
)g 14 - .-' 20 U2'x 3/8'WHEEL SPACER NYLON N.A.S.A. 141 4r�
16 yr: 21• LIG-1X2 IX2.5 IX4.1.5X3ANGIt5 GOG&T5 ALUMINUM NA5.A. ��1'.x4 E-.F�
IS DpNmm 0.14 ' 22• STD FEMALE LOCK BLADE 6063-T6AWMINUM N.A.S.A. �A�� m EHB�Ft`o
13 13A ` 22A.- STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.SA ,�Q f'�;% I F 2y
13A-B 1 OX2'HH 2pg . SIV LOCK KEEPER 6063-i6 ALUMINUM N!A.SA.' 4
BLADE SCREW NO:6309 i
4105TAINLE5555TEEL * *, *I
o.som a 4 e STATED ���
�a
.`€
0.4 0 0.390 �: �`'.F„�O B 10 ''��
0.20 0.390 w 0.44 0.103 y'''ssIONAL
�0+ p-. C �` �NI/11/1111j141
�T={_1- a A. 3 0 2015
0
+
0.310 a14.0.03'X 0.44'0 Engmeex Seal
�+��V,( 5TAINLE55 STEEL Pedro De Pxyuaredo-PE 52609
d Ei d d FIAT WASHER ANCHOR SCHEDULE
0.50 I G-.46'0 X.65' 15-40 O X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAU
NYLON WHEEL BUSHING NYLON BUSHING A 1/4'ITW TAPGON INTO 3000 P51 CONCRETE 1.75 3.0 FRODUC171REVISBD
20-1/2,0 X 0.36' w0l Lde Flail&
NYLON WHIG 1/4'ELCO ULTRACON INTO 2700 P51 CONCRt?E 1.75 2.5 owmi a com d�
d
SPACER Al 1/,4! TAPCON I CONE BLO 1 AaMloBw No o OT
1/41 ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 P:pt oa Dab-B Z_jq
H+
B 1/4-20XI ALL POINTS 50LID-5_El INTO 3. K51 CONCRETE 0.875 3.
BI 114-20X I ALL POINTS 5OLI ET INTO CONCRETE BL= 08 3
C114, Q LAG 5CREW IN O G= 5 1.5 1. ConDBf
12-WHEEL CARRIER D 114'-14 5ELF DRILLING NG 5CRINTO 118'5TEEL OR ALUMINUM 0.75
STAMPED 55 WITH E 1 114'CRETE-FLEX 554 INTO 3000 P51 CONCRETE1.75
EEL3.0
o NYLON WHEELS E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
rs SCALE:NA
W)TEs: ED:r=DISTA!"SKALLBEBEVOIDWALL DRE"NO DE51GN BY,PPMF
EMMEMBEDME111 BAWL BE BM"10 WAIL DRESSING
co 1/4'TAFCON4 I/4'CRETE•PLEx,014%CCM SCREWS CAN BE MED IN REPLACE OP 114'LAG Screws
O
I-1.24yI 5HEET DRAWING 0:
I I OP 13 15-14G
MANUFACTURM-
SHUTTER COMPONENTS
JUST SHUTTER IT INC
4.56 -3.92
4.54 4.08 3.23 Q16 1341 5W 9.MACEDO BLVD
�4.061B $ 1.24 1.99 0.61 2,85 PORT 5T.LUCIE
�1 o 97 FLORIDA 34983
ai d S I o d o Tel.:(772)201-9919
C5 3 21 r d Pax:(772)G73-0588
Og 1.23
1�5
N 1.46 0 WWW,JU5r5HUTTEMT.C,OM
p. 113-COMPOSITE 2.04
I-0.05"ACCORDION BLADE A, a J--. 9 'ALUMINUM/LEXAN BLADE 7Ar UNIMATE V#LP
LEXAN POLYCARBONATE APPROVED
o� 1.4S T o M 41
LOCKING BLADES AS PER NOA 13-0717.01 7-UNIMATE W/O IP PRODUCT:
XL102W LOCKING BLADES
IM STARTER BLADE
2,31 SUPERNOVA
{--1.83 0.51 EXTRUDED ALUMINUM
4.6] f 1,77 51 006 C ACCORDION SHUTTER
�4.0
8 m�� C5-F 1.56 a d LARGE 4 SMALL
e m - IMPACTED RATED
P- ""
"
T y T .., 8B•ADAPTOR FILLER
h� d U5EWTIH8AND8A
aT ti ni ali��
mo nL ENGINEERING:
� I C.0.05'FLOATING STACK BLADE 0.07L. mo .99 .. d
2-INSET TRACK W/RG OPTIONAL d 3.00 ENGCO INC. uelic
HEADER/SILL MOUNT 0.64 5595 ORANGE DR.201
0.13 2.1-INSET TRACK W/O RG 0.00 8A-LOCKING
LA 0.OB 0.60 T.V 1(954)585-0304
/'�,-ALIEKNATE CliK
HEADER/SILL MOUNT 8-FEMALE HDA 'BADE '' ENGCOQAOL.COM
TV..,.f_/(Y END ICARE t � LOCKING BLADE
•11,(! TRAM 3, TO 3.83 d4ppnn F'
�" �-.. 3A AND 3,al 5-RECESSED TRACK 44`' �. E f,
_I a iD 3A AND 3A 1 +p. c TS L 61 SIU.MOUNT ONLY �p`„p+ EN F�ay
~� 4 E
0.10 a o o.i7 • 4 No. 2609 i
I n 4 6 I
2.93 0 0.86 m: - Q
�- ,y 2.41 aT9 01 7 s'0 STA
"d + o -T- o,07 �NG a „a o6
0
I OPTIONAL °�.. '� r" 9B-ND JAMB CLOSURE o $y SHO r�nr�`�'a'
,a ^ 3A-2'BUILD-OUT TRACK d d d to 4.H NAL rr$,t
d 0.06 HEADER/SILL MOUNT a o
O
1.0 -J- ski-2"BO TRACK Wb 228-LOCK KEEPER INSERT 2 70---I JUL 8 0 2015
98 0.61 RAN GUARD(RG) 22-FEMALE STD 22M MALE STD 9-V JAMB CLOSURE
0,07 RG LOCKING BLADE LOCKING BLADE I aoj LSgineer 9ea1
3-1•//t BUILT-OUT TRACK OPTIONAL o Pedro De P giveiredo-PE 52GO9
hPADER/SILL -
MOUNT 3.70 �
0.l25 0.25 MIAMI DADS APPROVAL:
3.1-V##BO TRACK WN 9A-r JAMB CLOSURE '
ED
FAN GUARD(RG) a 43 2.07 P110DUC4%id tim
1.91 0,D9 13 camplylog Widt tim I4at4de
t16
0.06 BaNdiaa Cbde
AocapWtcatdo .0 13,03
0 r� 2-c x¢ I Expl ionDate !9
o,06 w s� g= 21-1/l0'7HICK ANGLES0.61 cr dI o 0 0 0003-TS ALUMINUM ALLOY1 M Contmn) 0SIDE CLOSURE USE ONLY
0.03 as us
.61 0.75a07 073,36 DATE:04/07/2015
SCALEI NA
GA-ADJUSTABLE_ DESIGN BYt PPMP
0.95I---1.13 1.29 G-AWU5TA5LE FEMALE HEADERI LLUNT
MO �+--2.0•--� -�
3,37 HEADER/BILL MOUNT 2'0 _f___
.4-'a TRACK 5HEETEPAMNGBILL MOUNT ONLY II.118 THICKANGLES 10 I/4'1HICK ANGLES 1' OR 1,5'� 12 OF 135-14G
0003-T0 ALUMINUM ALLOY COG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INc
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W'5.MACEDO BLVD
BETWEEN WOOD TRU55ES FORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
WWW.J U5TSHUTTERIT,COM
M 63 0.62 1
1.251,25+{�-1,25 S.00— — II�
I tu
(4 PER RAFTER) N PRODUCT:
T
1/4'X 2 1/4 FH TAPCONS 1 5UPPRNOVA
WITH 2' MINIMUM 1/4'X5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD PXTRUDEDALUMINUM
ACCORDION SHUTTER
" LARGE 4 SMALL
' �5,00� IMPACTED RATED
U�
m 1/4'X5' OR I/B-X5' 6063-T6 oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO
RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE S ENGCO INC. CAellc
SEE TABLE BELOW FOR SHUTTER Ai
_ SPAN & PRESSURE 1/47(27(5'6063-TG ALUMINUM ANGLE 5595 ORANGE DR.201
DAVIE, ) 5-03333 4
w 1/4'-14X 2' SELF DRILLING SCREWS -,- - ' - -.- -, „-, Tel.:(CO OLCO 04
1- 'a z SEE SHEET 5 MOUNT TYPED 1'NGCOQAOLCOM
wy ANCHOR TYPE D FOR ANCHOR SPACING
o,���pn�aa.ap��y�
E Fl,
ENS,
5.00— No. 2809 s
cu-d—� a STA F
�TI/87(5.6063-T6 ALUMINUM PLATE o'�� � 0p ��+'
ALLOWABLE DESIGNED PRES5URE5 ALLOWABLE DE51GNED PRE55URES
FOR9ECnON X WTRI I/4'ALUMINUM PLATE POP SECRON X WITH 10 ALUMINUM PLATE �'a;N�OayA so".'I
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5.00 -{
SPAN PRE55URE(PS SPAN PRE55URE(P5 vu I I JUL 0 2015
IN BLADE I BLADE I B IN BLADE I BLADE 1B CS 1 Engmeee o-
60 ±159 1159 60 ±99 ±99 T Pedro De Rg inear S-PE 52609
72 ±132 ±132 72 ±82 182 ALTERNATE TO PLATE o0
84 t 113 :!:I 13 84 ±71 17 I 1/8'X27(5.6063-T6 ALUMINUM ANGLE 10 MIAMI DADE APPRDVAU
90 1106 ±106 90 t66 t66
108 ± 88 + BB 108 155 ±55 1 IRODO12PREV13DD
126 ± 68 ± 68 12G ±47 +47 Ih the tTodda
132 + 62 ± 61 132 ±45 ±45 AeoeptoxeNal - /S.o3
144 +48 -52 +45-47 144 141
162 +30,-40 +28,-33 162 130
Mira I7eda uc Contro
NOTE: 1- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING#:
13 Of.)3 15-146