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I
MIAMI•DADE 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
NOTICE OF ACCEPTANCE OA www.miamidadtgov/economy
.Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Fort 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). f
This NOA shall not be valid after the expiration date stated below. The Miam'iDade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing'and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded;Aluminum Accordion Shutter
sheets 1 through 13 of 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,'P, Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufachuer's naive 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,F.E.,M.S.
MIAM1.1JADEC0UNTY ,C/ � ion Ne:08/IV2019
� !/<<��� Expiration Date:05/14/2019
Approval Date:08/27/2015
09/Z 7/?,015- 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 Figueiredol P.E., on June 26, 2014.
C
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., cert6ing 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. 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,
i
Ojefin
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-1 j
i
Just Shutter It,Inc.
. i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
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 EcI onomic Resources.
f
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
I
F. STATEMENTS
1. Letter by Engco-Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.K, certifying that the drawing(No. I5-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA. 's'generic drawing Oft
I5-113)and complies with FBC, 2014 Edition.
i
i
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
'i
I
i
MANUFACTURER:
5 UPERNOVA
JUST SHUTTER IT 1341 5W S.MAC DO BLVD
War
EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIDAORT 498
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel:(7 ))201 673-0573-05 8
Pax:(7722) 88
WW W,JUSTSHUTrCRIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ PRODUCT:
1-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05F AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL M1551LE)WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE I SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OP THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. magic
'JUST SHUTTER ITINC-FORT ST. CIE, 595 ORANGE DIL 201
EXTRUDED FLORIDAA TABLE OF CONTENTS: DAVIE, FL. 33314
SUPERNOVA TREXTRUDED ALUMINUM ACCORDION
SHUTTER Tel.:(954)585-0304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED° .. ..._ _...._ ...._ .._SHEE•i DESCRI._._PTION.. --• --• -•-- --.. .__... ENGCO®AOL.COM ...
'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-1 O AND PROVIDED BYAI TABID OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS `r'rrrru�ru�."......
PROFESSIONAL ARCHffECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED DE F/
PRE56URF MUST NOT EXCEED THC ALLOWABLE ME55URFS FOR.EACH SHUTTER COMPONENT TO BE �� �'""""+• �'y
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLASS �•� ,.���0'. 8F
SEPARATION TABLE 2 CLQ 7j
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OP G063-T6 ORAS NOTED. * No.5 809
3 TYPICAL SECTIONS A.B 1,B2,B3,54 VAT"ANCHORAGC TABLES
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS 5HALL BE A9 SPECIFIED IN THE CURRENT SET OF � 9TAT�`F �
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES 'P W,
5 lYP(CAL 51X:TIONS D,E t GH WITH ANCHORAGE TABLES %�(Ps^F„�0 R%��+
7-USE:IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR,ARCHITECT OR ENGINEER OP RECORD '.'�/ONAL
TO VERIFY THE FOLLOWING: G t 1 WITH ANCHORAGE TABLES �"'• .�nu'rra��r
7.1-THE STABILITY OP THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F. JUL. 0 2015
ANCHORAGE 7 JAMB AND CORNER SECTIONS.r
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE Seal
REQUIREMENTS,DESIGNED PRESSURES ETC. 8 LOCK MALE t FEMALE SECTIONS'V Pedro De Enginer
Enalnear -PC 52609
7.3-THAT THIS 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 THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE - LO - STANDARD LOCK RJ' - -----oaomplyinFORWINDlOADHAVE'BENUSE) ` ?ROWCTRCVISED
gwithilia F
l_mid.1_
11 BILL OF MATERIALS,ANCHOR SCHEDULE t BLADE ASSEMBLY. AoogMmooNo 0 3,03
� Ion Dale /g
USERINSTRUCTIONS: 12 COMPONENTS By
M' doer CoMro
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 9(°DETAILS
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. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS S.4,5 16.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING k: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER
JUST SHUTTER IT INc
TABLE I TABLE I A INTERIOR/EXTERIOR 61
1941 SW 5.MACEDO BLVD
MAXIMUM ALLOWABLE d 1 BLADE MAXIMUM ALLOWABLE d I R N 1 B BLADES PORT ST.LUCIEFLORIDA 34983
SHUTTER,SPAN X PRF55URE 5HUTTERSPAN X PRE55URE 1 100.1� I� Tel.:(772)201-9919
BLADE SPAN PRESSURE(PSE) BLADE SPAN PRESSURE(P3F) MN ALL ALUMINUM BLADES Fax:(772)673.0588
INCHES N INCHES 1 1 NMAN,JU5T5HUTTERIT.CAM
6 16
GG 158 158 GG 158 R133
INTERIOR/EXTERIOR
2 IA 14 72 144 PRODUCT:
78 133 133 78 133 84 124 124 84 124 INTERIOR/EXTERIOR 61 5LIPERNOVA
90 116 1 16 90 1 16 COMBINATION96 108 108 96 IOB 1ALUMINUM I LEXAN BLADES EXTRUDED ALUMINUM
104 100 100 104 100 fav ' ACcARGE 4 SHUTTER
BLADes uu1 oe ARTwMceD w AUMrc LARGE 4 SMALL
108 93 93 108 93 COM BINATIMASRE�LIIREO IMPACTED RATED
114 83 83 114 83 83 1H 1B
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 G8 ENGINEERING:
132 62 62 132 61 61
138 57 57 138 53 53 ENGCO INC. �BIIG
144 48 52 F144 45 47 INTERIOR/EXTERIOR
5595 ORANGE DR.201
15041 4B 150 38 42 18 I8 IB DAVIE, PL. 33314
162 30 40 162 28 33 Tel.:(954)585-0304
NOTES: (Om ALL:LEXAN BLADES _ ENGCOCAOL.CDM
1-AC60RDIOg PlIMERBIADESPAN(INCHE9)FORALLODNDDMONS 1B IBJ fpp�wgyp� .
2-FM55URE-DMIGH YAND LOAD D'SFM •'
S-UNFARu;r&,OIATION L9 ACCEPfAB1ETMDESIGN YANG LOADS AND DUDE SPAM BEAVEEN PTL60 DE F1 ,�y
TABJUT[u.vAliies. INTERIOR/L'7(TER10R ,�� O xQ'/A
4-U5ETA%E IA%H=ONe ORMORETWI!IBBIADEISLISM � ,.`,,,,.ElI8
5- ADE RD/ER9ED INSTALLATION ISAU.0%DFOKALLMOUNTEDCOND1110N5
BL
TABLE 2 No. 2609
MINIMUM SHUTTER SEPARATION FROM GLAZING * *_
TYPICAL ELEVATION TYPICAL CRO55 SECTIONooo\ STAT F 4e r
' �r
A,B,C,D,E,GH X
' GLAZING SEPARATION (INCHES) o OO w 0
TOP TRACK �ssS/ONAL
1— BLADE TYPE BLADE SPAN ' iruupA((L
<=60° <=10 ' <�I G2'
JUL 3 0 2015
y ALUMINUM 2' 2 3/4' 3.125°
v ALL ELEVATIONS Engmeer Seal
Kz ytGL A1�01 Pedro De Plgveiredo-PE 52609
~v y ?
LEVAN EILNATION 3' 3' 3° MIAMI DADE APPROVAL:
L M, N
W
y - _. _ _. _ _ _ PROD CPRE' S81)
-_- --- _- ---_... -=V---S -- - - - - + - - - - - - - _ `=— -------_.: _—=-- — - - - L - .� 2 1/8 S' widlme Florvdn
EXAM - ^__-- —_-- —_Build Code-- _--
oc >30 E111/ATION— — -------- Aooeptm,roNo —
r
Unto !9
I-SVARATION PRAM GLAZING AREAS SHAD.BE VBABLIM FROM
'WING
SURFACE TO THE INNER M05T BLADE OR LOCKSUR)'ACE. BY
2-GLASSSEPMMON I5 AMICABLE PERTHE HVHZ MROWARD AND LwMIm1D UM COHIfO
(=4 3-WHEN 5)IVM15 MASSEMBLED WITH D=TYPES OP BUIDLSTHE
LARGEST GLASS SWARATION SHALL RELY.
DATE:04/07/2015
A,B,B1,B2,B3,84 BOTTOM TRACK 5CAL5 NA
C O E F C I,GH DE51GN BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
2 OF 13 15-146
TYPICAL SECTIONS A,B 1.132,153,B4 MANUPACTURPR:
AND ANCHOR SCHEDULE —f 1/1E JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
5ECTION A 1/4-20X1/2' HHMS N/NUT ¢a AT 12' OC
BUILT OUT ON ANGLE SPACED AT 12'DC H 134 I'SW 5.MAGEDO BLVD
HEADER OR SILL PORT 5T.LUCIE
ID6PTIONaL FLORIDA 34983
2,2Al l _ 5ECTION B4 Tel.:(772)201-9919
6ADJU5TABLE TRACK Fax:(772)673-0588
m EMBED. ON REVERSE ANGIY WWW.JUSTSHUTTERIT.CAM
w SILL ONLY
'` _
mooti N 6A i ANCHORS DESIGNED
j �Fl ~ Z 4 W�' EDUCT:
AS PER SECTION B4
1— 'q ANCHORS DESIGNED = $ 10 ON TABLE BELOW
�- AS PER SECTION A " i> �� SUPERNOVA
a 1/1B " ON TABLE BELOW Q EKIRUDPD ALUMINUM
= ra„ •, I/4
LL
w -14X1''GR5'SDS DR ACCORDION SHUTTER
1/4-20X3/4' PHMS W/NUT LARGE65RA, IMPACTED RATED
a SPACED AT 5.00 y EMBED.--�
w SECTION BI
h
1/18 °A'TRACK ON �+
_REVENGINEERING:
SILL ONLY
I xf ENGCO INC. cA.,.,
1/1 B 5595 ORANGE DR.201
ANCHORS DESIGNED H p VIE, PL. 33314
AS PER SECTION B1 SECTION B3
4 - --•- l 1--`' ON-TABLE-BELOW ,;•--- •p_.. .. #10X3/4' TEKS.._„-• ADJUSTABLE ON Tel.:(954)585-0304 --
-_ '' AT-12' OC STD.ANGIP - ENGCOaOAOL.COM
„n H w SRL ONLY
„pouoq�
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1/4-101'.05 SDS OR ` c� .;; ANCHORS DESIGNED
1/4-20X1/2' HHMS W/NUT EMBED. w 16
10 ti `' AS PER SECTION 33
It
SPACED AT 12'OC ON TABLE BELOW
No. 2609 .
Q 6A 8 T`i STA F
F y EMBED.�--"� O`�,At Q?'-°''\��r',�
r
La ANCHORS DESIGNED '%-"/0NAL ��
Wof
= J 1/1B �? `Rz AS PER SECTION B2 1/4-14X1' GR5 SDS OR ' �
a ON TABLE BELOW
w �j aPTICNa. � �r y 1/4-20X3/4' PDMS W/NUT
P J_ S Q SPACED AT 5'13C JUL g 0 2015
,.. f�IN
En sneer Seal
= f MAX. BLADE SPAN IN INCHES g
y Pedro De F:gvaredo-PE 52609
4 11 ;i EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRF55URE(P5F)
SHEET 11 FOR ANCHOR TYPE MIAMI DAVE APPROVAL.,
a BA5ED ON SPACING IN INCHES ON CENTER
SECTION B2_ _ PACING
---I/q-14X1'-GR5 SDS-OR-- ---___ __.___'' ANCHORAGES 162--. 132-_- -108-_ -84 . - _-60- _ PRODUCTREVISED
I/4-20X1/2' HHMS W/NUT K. 'RTKACK-ON- -- -- s- E--EY-E- -E1' E-'EI - --E! -E--H- -- -- -etomplyinBWllhlheFlarida-_=
SPACED AT 12'OC 51D ANGLE 14 40 31 62 3B 93 46 12q 60 160 84 Bullding0aN
SILL ONLY SECTIONS 12 40 3 62 44 93 54 160 70 1b0 98 AA*i lfwiuoia) S
A,BI,82 8 40 0 62 6 93 81 124 105 60 146 /9
MAX. BLADE SPAN IN INCHES 83,64 6 40 40 62 62 93 93 124 124 160 160 way Cm
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 12 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED O,N SPACING IN INCH E5 ON CENTER
ANCHORAGE SPACING DATE:04/07/2015162 132 1 108 84 1 60 SCALE:NA
A 1 B B1 C VDA Al B B1 C D A Al B B1 C D A AlB BI C D A AI B B1 C DESIGN BY:PPMF
3ECTIONS 14 4 -- 0 40 40 -- 62 9 62 49 90 22 3 60 92 60 116 W12
118 77 1 0 40 60 106 160 10
A,B1,8Y 12q0 -- 40 40 40 21 62 57 62 57 93 26 93 70 93 70 124 124 B9 160 47 160 126 160 125
8 40 26 40 40 40 32 62 62 62 62 93 39 93 93 93 93 124 24 124 1 0 71 6 160 1 0 160
83,84 6 q0 35 q0 40 40 43 62 62 62 62 93 52 93 9F 93 93 124 124 124 160 94 160 160 6 160 SHEET DRAWING N:
40 40 40 40 40 62 62 62 62 62 93 79 93 93 93 93 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUFACTURE&
TYPICAL SECTIONS 13 AND C JUST SHUTTER IT INc
AND ANCHOR 5CHEDULE
1341 5W 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 VM W.JUSTSHUTTERIT.COM
$ 3,3A
-- Q�y a IJ PRODUCT:
W J H r. �y
`° .l RQ SUPERNOVA
T I EXTRUDED ALUMINUM
ACCORDION W type I tIoO . LARG i 5MALL ER
' "�" I... UPT1DNAL IMPACTED RATED
to ) I`• ANCHORS DESIGNED =
AS PER SECTION B I/IB
2,2A 11 ;' ON TABLE BELOW ` na 5ECTION C
WALL MOUNT WITH ENGINEERMG:
SECTION B = g HEADER OR SILL ENGCO INC.5595 ORANGE DR 1
BUILT-OUT ON 7 to �j 1/IB
REVERSE ANGLE -. ;} EMBED,----� JII— .
HEADER OR SILL '."``••:`:. - .-- .. _.. _ _. EN LCOM '-
DAVIE, PL. 33 14
Tel.:(954)SB5.0304
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1/4-14X1' GR5 SDS'OR i'
3,3A ® �� ° CEN 1 11 t
1/4-20X1/2' HHMS V/NUTF'y\
SPACED AT 12'OC N a No. 2809 A �
e' ANCHORS DESIGNED
kt AS PER SECTION C' S.p S0
ON TABLE BELOW
.I'�ss�ONAL V`X1111
MAX. BLADE SPAN 1N INCHES y1y11I111I`IIIIII
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PR.E5SURE (P5 IF 5 A 5 E D ON 5PACING IN INCHE5 ON CENTER JUL 302015
ANCHORAGE SPACING162 132 108 84 60 Engineer Seal
A �AlB BI C D A Al B B1 C D A Al B Bl C D A Al B Bl C D' A Al B Bl C D Pedro DeP:guuredo-PE 52609
14 40 -- 40 4 40 2 1 2 4 2 49 81 2 8 60 1 60 104 29 l 0 7 4 145 40 1 10 14 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADEAPPROVAL
:
8 C 8 40 26 40 40 40 40 62 3 62 62 62 62 93 39 93 87 93 86 124 51 124 111 124 111 160 71 160 156 160 155 PIIODUCTRBVISGD
—= -- --- - - --- --- 6--40-135-140- 40-40-140- 0 -93 152` 93'- 93 93 W-124 67: 1 4 4-12 -124 160--94 160 .160 160 160 awaiplylogwith lhoHorido
4 40 140 140 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98--124'"124-124-124- 160-11371-1601-16U-160-160— Buildioe ce Nc
Acmptance No 051 -0j?
Bxpl ttonDutoyo�9
MAX. BLADE SPAN IN INCHES Byu1
1Mt�m1D uctControl
2M
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5f)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 1 84 1 60 DATE:04/07/2015
s 1 E E1 E EI E E1 E El 5CALE:NA
E14 40 31 62 38 87 46 112 60 157 B4DESIGN BYI PPMF
SECTIONS41336 62 44 93 54 21 70 6 98&C 4040 62629377 124 99 160 138
40406262 93 88 124 113 160 158 40 40 62 62 93 B4 124 108 160 151 SHET7 DRAWING M:
40F 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E 4:GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
w (ED) EDGE FLORIDA 34983
'
(ED)
DISTANCE Tel.:(772)201-9919
e W Fax:(772)673-0588
ED. E0.
6A WWUJ.JUSTSHUTTERR.COM
W/LEG
TRIMMED
m 2,2A N
lilOX3/4' TEKS vi LEG PRODUCT:
N AT 12' OC / TRIHMED
SECTION D
= T INSET MOUNT W/ (ED) EDGE 2 EXTRUDED ALUMINUM
I TRACK 2.011 2A
w wZ HPADERORSILL DISTANCE ACCORDION SHUTTER
~ as SECTION E W F- SMALL
IMPACTED RATED
ANGLE INSET MOUNT e w N cnEo an
-1 L HEADER OR SILL w 1/4-14X 3/4' TEKS
SPACED AT 12'OC
ENGINEERJNG:
I- W= ENGCO INC.
t ¢a SECTION GH CA 6116
ip y ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER/SILLDAVIE. FL. 33314
� AS PER SECTION E - 5 585
_...._ . . __. ON TABLE BELOW - ENGCOGAOLCOM
Tel.:( - oa
N
N
3,3A 1/4-14X1' GRS SDS OR
1/4-20X1/2' HHMS W/NUT. .'s�"�• �R//��
W SPACED AT 12'OC . �N lift's
W mm t � 'Q �L
11
N 09
r
No.' 2fi
x'
w
n
A '
7
q Q'i
1/SB'
� ST F Z
at
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON JUL 8 0 2015
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRI'_SSURE (P5F) BASED ON SPACING IN INCHES ON CENTER enevrgvc d.
162 r Seal
132 108 8 60 l 2 132 108 84 60 Pedro De Pgvercedo-PE 52609
It A IB IC ID I A IB Ic D A B C D A B C III A IC ID s E E E E
16 22 27 - 27 33 120 1 34 40 20 24 43 52 25 3 60 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 BL 97 48 57 12 37 45 55 71 99
SECTION D_ 8 =40 40' 26- 32 55'- 62 32° 39= 67 0=-40 8 - -86= 103.51=61= 121=:145 7-1--86- 8 -40 62 83 106 149 - PRODUCT'REVISED
6 40 40 35 40 62 62 43 52 9 93 53 64 -175"124 68-82--160 160 9S-115---6—-40 -62 -93-124-160-_--- --.--.-_ _ ___. asmmplying wll4lhuPkdde_ _ >_
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 9uildloiCoda
11 22 26 27 32 2 41 26 24 9 8 36 34 11 22 27 33 4 D AeecplenroNo 5-05 .03
Bxplla ton Date
9 22 26 -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 52 3 Dy
SECTIONS 8 25 30 ^- -- 31 36 22 21 3B 44 27 26 49 7 35 33 68 80 49 47 8 30 37 A6 82 BYaa1 duct Coetro
6 34 39 24 23 41 40 30 28 50 59 36 35 65 76 47 44 911106165 62 6 40 50 6 78
4 40 40 36 35 62 62 45 42 76 69 55 52 97 114170 67 136 160 98 93 4 40 52 64 82 115
12 - - 22 - 23 27 - 29 3 22 20 41 48 30 28 12 - 221 2 5 49 DATE:04/07/2015
9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 66 5CALE:NA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 A6 42 B 7 34 41 53 DE51GN BY:PPMP
6 30 36 23 21 37 44 28 25 46 53 34 31 59 6 . 3 40 B2 96 61 '56 6 37 4 55 7 9
4 40 40 34 31 56 62 42 38 1 68 1 BO 151 47 88 103 65 160 1 123 144 91 84 4 381 47 1 57 1 74 103
511EET DRAWING#:
5 OF 13 15-146
I
MANUPACTURER
TYPICAL SECTIONS G, F AND I
AND ANCHOR SCHEDULE -I JUST SHUTTER IT INc
13415W S.MACEDOBLVD
1/IB
W PORT 5T.LUCIE
FLORIDA 34983
IL I/IB B m q a SECTION I Tel.:(772)201-9919 -
y F j N RECESSED MOUNT Fax:(772)673-0588
m SILL ONLY \AWyW.JU9T5HUTTEKIT.COM
010X3/4' TEKS y
W L AT 12' oc
moo �:: .:r r.,
PRODUCT:
SECTION G �" ANCHORS TYPE
ADJUSTABLE MOUNT ' A, B, C DR D
H SRL ONLY
EDGE CLEARANCE(EC) r SPACED AT 48'OC SUPERNOVA
Sx I INTO CONCRETE-4°(3000 FSI CONCRETQ ; APPLICABLE FOR ALL LOAD EMRUDED ALUMINUM
nth I INTO WOOD=2 UV(MOD 5G:0.55) Ft._(EC EDC£ CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
I .
INTO METAL:2'(60637CAILMARASIDAASGSR8) 'j CLEARANCE 'LARGE C SMALL
I IMPACTED RATED
oze.•... .. e ,•Y E ry; (ED) EDGE
STANDARD LOCATION DISTANCE
ANCHORS SPACED 2 ALTERNATSPACED E LOCATION ENGINEERING,
AS PER SECTION G W ASCPER SSECTION G1
ON TABLE BELOW (EE) w ON TABLE BELOW ENGCO INC. cAellc
'r- EDIE w 5595 ORANGE DR.201
DISTANCE —I 1/18 DAVIE. FL. 33314
I_ .ALTERNATE C ED)�� Z SEGTIOM F _,. _ Tel.i(954) OL.CO 04
_. ..... --. ._. ¢.._ _ ._ ...... .-. ENGCO®AOI.f.OM
EDGE DISTANCE _
(L -W•TRACK IN5CT MOTINT
wa 51U.ONLY ''/)��ip..•.n•..,��b
ANCHORS'DESIGNED
EN /
AS PER SECTION F d Q
_ —� ON TABLE BELOW f No 26C =
H i
( .1 { STA OF
1 1 ONAI.����,.,
(• W
CED) EDGE JUL Q 20I5
DISTANCE w
MAX. BLADE SPAN IN INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro DeRguaredo-PC 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 108 1 84 1 60 162 132 106 841 601 MIAMI DADEAPPROVAI.+
It A -B D- - A B-- C D A._ B C____D A B C D A B C s E E
- —'` 1 --- --- -- --------20- -- -- - 1= 25- ----27-32- _38-45-...27 2 —__"16 - `21- 26 33` q6 PRODUCrR&VIBB
----- - —--rscamWlyingwilhlhcFlmldn---._..-
12 -- 22 -- -- 23 27 -- q32
28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 4 44 62 BuilftCode
SECTION IG B 28 33 20 20 35 41 24 42 50 30 29 54 64 36 38 76 90 53 53 8 34 2 51 66 92 Ato ImceNolS-oSl3•o3
6 38 40 26 26 46 54 32 56 67 39 39 73 86 51 50 102 120 71 0 6 40 56 68 88 ]23 t5x1 :bDnla o619
4 40 40 39 39 62 -3 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
_ 1 28 3 21 35 2 -- 25 42 51 23 31 55 66 29 40 7 93 41 5 16 35 3 53 6 95 MIbg9 Dad odud Cm:Vo!
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 2 40 58 70 90 127
G]ORF 8 40 40 30 40 6 62 37 50 85 93 45 62 109 ]24 58 79 153 160 81 11] 8 40 62 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 1 0 1b0 108 48 6 40 6 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 9D 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:PPMF
SHEET DRAWING A:
6 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
HD LOCK 5ECTIONS L
1341 5W S.MAGEDO BLVD
PORT ST.Woe
PLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
WWwjUST5HUT TERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z N c 5ECTION L
IN51DE OR OUTSIDE AS REQUIRED• o t LOCK BLADE SECTION
rn f•w CLOSE POSITION PRODUCT:
Jay y�
w ERNOVA
WRUPDED ALUMINUM
ACCORDION SHUTTER
L J LARGE t SMALL
IMPACTED RATED
IF afivE
11 ENGINEERING:
N
offli
� ENCO INC.5595 ORANGE DR 201
IB DAVIE, FL. 33314
1H
Tel.:(954)585.0304
• - - .-- -•- EN000@AOL'COM
• $ ,Nu�.•un...
• p`'�,j1
*-'DE
'
COMMERCIAL MORTISE LOCK -W/
EXTERIOR KEY OR THUMB TURN NO 52609 ��e
AND INSIDE .THUMB TURN ANCHORS TYPE,
INSTALLED ON SHAPE •8 A, B, COR D
SPACED AT 24DC 'dp l• BSTA OF
AL71�0KBLASoEEV�+t5NLI }�A`�.ti,<0 to1"
SECTION L 5TARTERBLADE SECTION ]A �'•sS/� tl� ������,
LOCK BLADE SECTION _ EXHEOIENf y NAI. r�,,
OPEN P05MON I uuuu�rr
.III! S 0 7.015
E i? L. �, Engmear Seal
Pedro Do P:gveuredo-PE 52609
MIAMI DADS APPROVAL:
N
A
plyintvllhthol�(arido
BuiIEing cude
pc"29-1;2L
LancoNo 5, .03
08A8A B 1Wuct rd
1B /
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY.-PPMP
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ t INSTALLED ON SHAPE 8
A EXTERIOR KEY OR THUMB TURN lB
SHEET DRAWING :
AND INSIDE THUMB TURN
8 OF 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)673-0588
•-IN 7A WWW.JU5TSilUTTERR.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK N SECTION M PRODUCT:
INSIDE.OR OUTSIDE AS REQUIRED. �F LACK BLADE 5. 1100
NaW LLOSEPOSITION 7A SUPERNOVA
Q¢F 4 EXTRUDED ALUMINUM
w ACCORDION 5ttUTTEK
�+w LARGE 4 5MAIL
IMPACTED RATED
ENGINEERING:
7 OR 7A. 7 OR 7A ENGCO INC. ueltc
7 OR 7A 5595 ORANGE DR.201
DAVIE, FL. 33314
1 Tel.:(954)585-0304
._ .H ENGCOoOAOL.COM
lH 1/4-20X3/4'TNUHB SCREN
LOCATED ON ACCORDION urrNa••••
i• INTERIOR DR EXTERIOR SIDE t ••.,
• DRILL AND TAP.DPPOSITE 1/4X1 E O PULL PIN ,ttA DE F/ ••••
INSIDE OR OUTSIDE d �.
6 3� BLADE TO RECEIVE SCREW
r�(,,�'p(r� • GEN,,, F�S
(19) PUSH BUTTON LDCK' • �,,�° NO.52609
LOCATED ON ACCORDIDN• '
INTERIOR DR EXTERIDR S1DE '
ALTERNATE 5ECTI0N M I BLADE VAT" STA PFLocr
W
5ECTIONM STABLADE5EC (0 T10N �Q.O A �
LOG.BLADE SECTION RTER . •*. ID
OPEN POSITION •SS/ONAL E�0 0
ANCHORSTYPE13RPD
AJUL 8 0 2015
7 OR 7A SPACED AT 24'11C
I!Nmeer 5cal
Pedro De Figuciredo-PE 52609
7 OR 7A-"-_ 1A-\ 0�6HNT
MIAMI DADS APPROVAL:
VISBO
Ci'RE
- t I wrW tho Florida
u� oa No -63
7 OR 7A A9* OoD o —
�ti�
1 I ade Laf`Y0(�"'
1B PUSH BUTTON LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
ov,
DE51GN BY:PPMF
11� 1B
SHEET DRAWING#:
9 OF I3 15-14G
--7
MANUFACTURM
TYPICAL HORIZONTAL SECTIONS
STD LOCK 5ECTION5 N JUST SHUTTER IT INC
1341 SW 5.MACfDO BLVD
FORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
[NOTE;5HUTTER, BE LOCKED FROM VAVW.JU5T5HUTrFAT.COM
INSIDE
7
INSIDE OR OUT51DE 15Y PLACING LOCK
.OK
IN51DE OR.OUTSIDE AS REQUIRED. 5xTI6ii—N-
LOOK MADE SECTION
CLOSE POSITION
PRODUCT:
J%O
,30.,.. SUPERNOVA
toy WRUDW ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
nrlao N RJN
eNGINFXGt
N ENGCO INC. GA8i i6
B 14 5595 ORANGE UP.201
22A- DAVIE, P1. 33314
Tel.:(954)585-0304
CNGCO@AOL.COM'
65 22
22D D
No. 2609 1
ANCHaRS TYPE
A, B, C GR
SPACED AT 24'DC W
40
SECTION 5WTICIN N ALTERNATE 5ECTION N 1 *1
LOCK BLADE 5 LOCK MADE WITH c"(0
l, N-
OPEN POSITION 1A
STARTER BLADE-wfmnm m
JUL 3 0 2015
342.15Engineer Seal
Fc4ro Do Nvewedo-Fe 52GOD
Am
MIAMI WE APPRCIVAL+
PROID=W3VI8ED
WbhOWFWMda
cQ&
A X05'o
"Due
22A 22 Cuatm
22A 22B
DATE:04/07/2015 11
22
SCALE:NA
DESIGN BY:PPMF
LD 1
iD
SHEET DRAWING III:
10 OF 13 1*S-I 4r.
TYPICAL BLADE A55EMBLY MANUFACTURER:
l3
BILL OF MATERIAL5 JUST SHUTTER IT INC
ITEM DESCRIPTION ERIAL MANU CTURHt 1341 SW S.MACEDO BLVD
12 13A PORT ST.LUCIE
! &TARE -TG ALUM1 UM N .A FLORIDA 34983
OPT '6
0.14 IA S7AFO BLADE 6063-T6 ALUMINUM NA.5,A
IS COMP05RE BLADE 606376/LFJUW N.AS.A. 7a1.:(772)201-9919
20 4 IC FLOATING STACK BLADE 6063 T6 ALUMINUM NA S.A
Fax:(772)673.0588
2 CEILING TRACK 6068_TG ALUMINUM N.A.S.A WWW.JU5T5hUTERIT.COM
16 J 3 )"!t/2'WALL MOUNT TRACK 6063-T6 ALUMINUM NASA.
14 LH✓ ro 3A 2'WALL MOU i TRAC 6063-T6 ALUMINUM
4 R TRACK 6063.76 ALUMINUM N.A.S.A.
5 –RECESSED 6 •T6 ALUMINUMN .A. PRODUCE:
6 ADJUSTABLE FEMME TRACK 6063 TG ALUM'
UM N.AS.A.
6A ADJ UST
,MALE CK 6063-T6 MI UM N.A.S.A. SUPERNOVA
HEADEk "(I 7 tJNlMATE LEEK BLADE W/O If C06346 ALUMINUM N.A.S.A. 5 U P ED ALUMINUM
0.14 7A UMMATE LOCK IiTADE LF 6063.76 ALUMINUM N.A.S.A. ACCORDION SHUTTER
$ IID FEMALE LOCK BLADE 6063 T6 ALUMINUM N.A.S.A.
SA HD MALE LOCK BLAD, NMI ALUMINUM N.A.S.A. LARGE 4 SMALL
13-N 10X3•HH $B HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A,5.A. IMPACTED RATED
BLADE SCREW 9 !'JAMB 063 T6 ALUMINUM N.A.S.A.
41 O STAINLESS STEEL
I 9A 2'JAMB CI.pSURE 6063-T6 ALUMINUM N.A.S.A.
O !/M2X ANGLE 6063 TG ALUMINUMN.A.S.A.
11 1 2XANG4, 6063-T6AUIMINUM N.A.S.A. ENGINEERING:
12 WHEEL.GARBLER PLATED 57EEU NYLOPt NASA ENGCQ INC. CAa776
51L1• 0 19 13 N 10X3'nH BLADE SCREW 41 O STAINLESS STEEL N.A SA
c !3A N IOX21 M BLADE 5CRW 410 STAINLFS5 5TEEL N.A.S.A. 5895 ORANGE DR.201
14 0.44'DIAM.rLATWASHER 5TAINLE55STEEL N.A.S.A. DAVIE. FL, 33314
.-_ 15 O.A 0x0.93'BUSHING NYLON N.A,SA 'Tal.:(954)5$5-0304
16 0.46'0 x 0.63 WHEEL BUSHING NYLON N.A.5A ENGCOQAQL.COM
14 1H 14 19 PU5H BUTTOM IA
15 16
Na
NYLON N.A,S.A.07IIOIWI0.14 . .5X3 Al GO63•T5 ALUMINUM N.A.S.A. �+r!r E.N.A.5.A.13Y• STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. p� \�EN,p" ��'
13A•N I Ort2'HN
BLADE SCREW 22B. STD tOCK KEEPER 6063 T6 ALUMINUM N.A.SA'• Z•' O:526U9 x'
410 STAINLESS STEEL
0.500 ''a 410 „ry *
Ar
D,4 m 0.390
NATE OQ 1�,:
0.3 V-Fa 44 A 03
m t
dT=1 d c) d d ,�++�••uinssurrrrrr/ONAL 1E r
0,310 "� o Of �••' JUL s 4 2915
14.0.03'X 0.44'0
d_(-..),V�( d d i3 o STAINLESS STEEL Eng�nearSul
� FLAT WASHER ANCHOR 5CHEDULE Pedro Da fWwedo-?E 52609
0.50 T G-.46'0 X65' IS-4G'0 X.93' MIAMI DAD,APPROVAL
NYLON WHEEL L51-11NG NYLON BUSHING TYP, DESCRIPTION EMB E.D.
A-_ -._ L/4'-iiW3APCQN INT
Q-30QO PSI CONCRETE 1.75 3.0 PRO1NtC3 R8Vis8D
NYLON WHEEL .... ---_._...- ----..__
SPACE I/4'EECO ULTRACON INTO'2700 F51 GONCREfE—=--- _I.ZS 2,5 0Camgyfol;wilhlheFluiida
AI i TAP N CONE BLOCK1 = --
1 4°ELCO ULTRACON INTO CONCRETE BLOCK 1.25 215 T4
I ALL POINTS 50 D-5ET INTO 3.0 KSI CONCRETE 0.875 3. hwcantrol
PONS 50 D ETI O CO CRETEBLO 3 0L2-WHEEL CARRIER ZA O C+F`5 5 Mt
STAMPED 55 WITH D 1/4'-14 SELF DRIW NO SCREW5 INTO 1 8'STEEL OR ALUMINUM
0r
0 NYLON WHEELS E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE
s El I 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
NOTES, W,WGEDISTANCtStIALLCCMYONDWALL DRW91H6 SCALE:NA
Ek1S00WMUjT5N41L BC SCYOIID WALL DnftNG DESIGN BY:PPMP
t0 1/4'TAPCON.!t4'C9RE-FUX 914 WOW 5CRBA5 CAN aeLWV IN RMACE Cr 114-AG.SoMWS
ci
1-'•1.24
SHEET DRAWING#:
!I OF 13 15-146
5HUTTER COMPONENTS MANUFACTURER.-
4.51
ANUFACTURER:4.56 a 92 JUST SHUTTER IT INC
49,0 3.23,IIn 4,08 24 1 99 a61 2 85 PORT 51341 T.
T. 5U IIEEACFDO BLVD
0 m !:4.
o FLORIDA 34983
N C) g Q 97 O O
d I o Telt(772)201-9919
O 3 21 a d a Pax:(772)673-0588
Oy 1.23 c WWW.JU5T5HUTTEPJT.COM
O• �_ I B.CoMPoslTe
I-0.05'ACCORDION BLADE10 1 ALUMINUM/LIYAN BLADE
dT 1 45 T d LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
_ AS PER NDA 13-0717.01 7-UNIMATE W10 LP LOCKING SIAM 0.41
XL102UV LOCKING BLADGS PRODUCT:
I A•STARTER BLADE
2.31 �- SUPERNOVA
4.61 0 �I.83---{ 1,77 0.51 51 �n ai m 606 PXERUDED ALUMINUM
4.08
1.56 d o ACCORDION MALLSHUTER
m�. d m LARGE<5MP31
0.06 IMPACTED RATED
in
m T 85-ADAPTOR PILLER
FLOATING
USE WITH B AND 8A
@� I C-0.05'FLOATING 5TACK BLADE Q U7 0.6! - t ^3 nim 111 111.J i 1 99 A o ni ENGINEERING:
2-INSETTRACKW/RG IFTILINAL d 3.00 ENGCO INC. cne116
HEADER/SILL MOUNT -3.64 5595 ORANGE DR.201
2.1-INSETTRACKW/ORG QOB 0,60 DAVIE, PL. 33314
Q l3 8A-MALE HD 0.08
ALTERNATE CALX -• HEADER/SILL MOUNT LOCKING BLADE Tei.:(954)585-0304
ENO RECEPTOR 8•FEMALE HD -•-• •• '' ENGCOQo AOL.COM
APPLICABLE 10 �- 3.83 LOCKING BLADE
TRACKS 3, a 1 0 9 '�,p.PougyN,
'I 3A AND 30.I In .� 5.RECESSED TRACK ,p�� E F!4&
-I 0.10 �. Nei
.81 SILL MOUNT ONLY RN /
0.•!0 N R cs
� 0.77I-
2.03
:
2.83 d .1i°•1• No. 2609
2.41 0,864
T- 0.T9ST �0.07 I 2.28
ac ^. �, 2' 9B-HD JAMB CLOSURE �•FS •`"'R""•'�••'�`,r�r
o OPTIONAL 0 y��� ��,
3A-2'BUR.D-OUT Tw4cic d d a � I � , ORAL ,
d 0,06 -L HPADHZ/SILL MOUNT 0 6 p ��.n•.....��1T
3A.I-2'50 TRACK W/O 22B-LACK KEEPER INSERT 2,70 JUL 802015
.58 -10,bl RAIN GUARD(RG) 22-FEMALE 5TD 22A-MATE 9TDE
0.07 9-I'JAMB CL05URE Neer Seal RO LOCKING BLADE LOCKING BLADE In o9
3-1'//t BUILT-0UT TRACK OPTIONAL k ===Ji p Pedro De Pgueuedo-PE 52609
HEADER/SILL MOUNT
0.1250,25 3.70 MIAMI DADS APPROVAL:
3.1-I'//i'BO TRACK WID �J L 9A 2'JAMB CLOSURE
"--_RAIN.GUAKD-(RG)_...__ 2.43 2.07 - --, -II_ _ - -�-•:- -- - PRODUCTRR_VLSED,
-- _.--_- 0:.09_-..--'._ �-
0.B6 1.91 - --- -- ------
0.06-------.._--- 60Odi p1wiW the Fiolida-
�� No
1 1 g Code
� nmo lg V13.OT
Z> 9
0.61 or M o d d 0.86 TT 5!2: >:E 21-I/IG'7HICK ANGLES IaSfnml uclCanhn
Q. o � 00 0 0 ffi SIDE CLOSURE USE O3-TS ALUMINUM NLY Y '
-7I 0.03 uj ni Ir)
n P
o d 0.07 2.09 0 0.07 )----2 63. D.75 ua DATE:04/07/2015
c 2.23 �� a SCALE:NA
6A-ADJUSTABLE MALE Zu DESIGN By,PPMP
G-ADJUSTABLE FEMALE ryPADER/SILL MOUNT 3. HEAD
�-2.0--^� 2.0---� _.L.�
37 ER/50J.MOUNT
4-'A'TRACKI I 5MEET DRAW1NG N:
SILL MOUNT ONLY 1 I.1/EP THICK ANGLE5 10-114'THICK ANGLES I'1' OR 1.5''1 12 OF 13 15-14G
6063-TG ALUMINUM ALLOY 6063 7G ALUMINUM ALLOY .
MANUFACTURER;
SECTION X JUST SHUTTER IT ING
TRACK 2 OR 2A INSET MOUNT
SECURED TO
AN AWM1NUM PLATE 1341 SW S.MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-99)9
Pax:(772)673-0588
W WW.JU5T5H UTTFRIT.COM
0.63 0.62
1.25+1.1.25 1.25 -----5 00 -I
I� n PRooucr.
(4 PER RAFTER) N
1/4'X 2 1/4 FH TAPCONS d SUPERNOVA
WITH 2' MINIMUM 1/4•X5'G063TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDEDALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
001 IMPACTED RATED
1/4'X5' OR I/ll-XS' 6063-T6dT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO
RAFTERS AT MAXIMUM 24' DC ENGCO INC. CA 8116
ALTERNATE TO PLATE
SEE TABLE BELOW FOR SHUTTER cmw SPAN 6 PRESSURE 1/4'X29(5"6063-T6 ALUMINUM J�j 5595 ORANGE'DR.201
_ DAVIE, FL. 8-03 4
1/4'-14X 2' SELF DRILLING SCREWS _.. ,,. _. •.-. TeENGCO@AOL.COM
'q z SEE SHEET S MOUNT TYPE D
ai ANCHOR TYPE•D FOR ANCHOR SPACING
��5.00 * No. 2609 *i
?�O STA
1 A
1/87(5'6063-T6 ALUMINUM PLATE 9;L�S•.,µOR C�
ALLOWABLE DE51GNED PP.E55URE5 ALLOWABLE DESIGNED PRE55URE5 :s!ONAL
FOR5E000NXMM I/4'ALUMINUMPIATE FOR5ECIONXWLTH IVALUMINUM PIATE ••,,,,,a„urt'
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED �}�----5.00�
JUL
SPAN PRF55URE SPAN PRE55URE P5 a I 0 2015
IN BLADE I BLADE I B IN BLADE I BLADE IB Engineer Seal
60 ±159 ±159 60 ±99 ±99 Pedro De Figue:redo-PE 52609
72 t 132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o
84 ±113 : 113 84 t7l t7 I I/8'X29(5'6063-T6 ALUMINUM ANGLE
Ai MIAMI DADS APPROVAL:
90 ±106 1106 90 t66 ±66
- _ -_-- ----_---108—--t..88--±_88 108 ±55 ±55 1 1'R00UCTR6V15eD
126 ± 68 ± 68 126 ±47
oomt)yu g wllh mo FTorida
132 ± 62 ± 61 132 ±45
144 +48,-52 +45-47 144 1 t4l ±41 �1hnOnl /9/9
162 +30,-40 +28,-33 162 ±30
Mtw Ondo�uc Contro�
NOTE: 1- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04!07/2015
SCALE:NA
DESIGN BY:PPMF
I
SHEET DRAWING/F:
13 OF 13 15-146