HomeMy WebLinkAboutNotice of Acceptance MIAMI-MADE MIAMI DADE COUNTY
I 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
TICE�Q 1��,+CEPT CE.i 0A� www.miarnids�de.Eov/economv
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 duality 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 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.
TERAD ATION 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.
MIAMMADE COUNTY NOA No.15-0513.03
�FAVVA� � 9—��/ - �"��/� q��xpiration Date�08114/2019'
Approval Date:08/27/2015
000/2�/�15 Page 1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 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.
& 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.Tune 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. 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.
my A.Makar,P.E.,M.S.
Product Control Unit supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
y 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.
i
44KA
y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
,NOA No.15-0513.03
Expiration Date:08/14/2019
,Approval Date:08/27/2015
E-2
MANUFACTURER'
N ` ,AuJUST SHUTTER IT INc
0-=�/ 1341 SW S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIoo349 3
LARGE M1551LE IMPACT U515TANT Tel.:(772)201-9919
Pax:(772)G73-0588
WWW.JU5T5HUTTCW.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-HVt1Z
PRODUCT. -
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA.PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
DEO ALUMINUM
AND WIND BORNE DES(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCO
BRI
PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. ACCORDIONSHUTTER
LARGE 4 SMMLL
A
IMPACTED RATED
2-CODE:THI5 PRODUCT HAS,MEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE TONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. cAellc
5595 ORANGE DR.201
'JUST SHUTTER IT INC-PORT ST.LUCIE-FLORIDA TABLE OF CONTENT5: DAV IE, FL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DARE COUNTY PRODUCT CONTROL APPROVED' SHEET ENGCO®AOL.COM
DESCRIPTION' .
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-1 O AND PROVEDED BY AI TABLE OF CONTENTSGENERAL NATES,USER INSTRUCTIONS ��� ..... '
PROFESSIONAL ARCHITECT OR ,ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED �p $, DE Fl��
PRE56UM MUST NOT EXCEED THE ALLOWABLE PRE55URE5 POR EACH SHUTTER COMPONENT TO Be 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. I A AND GLASS
USED. SEPARATION TABLE 2 •�4 v�G sF
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 0003-T6 OR AS NOTED. * NO'5 sag
3 TYPICAL SECTIONS A.B 1,B2,83,B4 WITH ANCHORAGE TABLES
11 _
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 4' TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES 1024 STAT `F
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL. 10
5TYPICAL 5ECTION5 D,E GH WTRi ANCHORAGE TABLES
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OE RECORD 4 '•.s
/ANAL
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTI0N5 F.G 4 I WITH ANCHORAGE TABLES �•••.nn"����
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 30 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS'!°
1510
REQUIREMENTS.DESIGNED PRESSURES ETC.
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SCCTIONS'L' PeAro De Rgueiredo-PE 52609
8-.33 10%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHOR5 $ LOCK UNIMATE SECTIONS`M' MIAMI DADE APPROVAL
FOR THIS PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH I.6 LOAD DURATION INCREASEFRODUCTRQVISHD
_- -
FOR=WIND'LOAD-HAVE BEEN USED.. - -_ -_ ___-- _ - - - 10 STANDARD LOCX.SEGTiQNS TI' mmmplyingivillithe Florida
suildimecodoo
1 1 BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. - _ AmeMmoeTlo$ 3,03
B+rp oalhie OR�19
USER INSTRUCTIONS:- -- 12 COMPONENTS py
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION W 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 PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER 5MM75 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5IiEE7 DRAWING N: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN 1 OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER;
JUST SHUTTER IT In
,MTERIOR/,EXTERIOR 1341 5W S.MACEDO BLVD
T,,ABL-E`7� `TA6LE I A �� �
�� 6� PORT ST,WCIE
MAXIMUM ALLOWABLE #I BLADE ' ' MAXIMUM ALLOWABLE N I-4 N I B BLADES L L 1 FLORIDA 34983
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URF 100• Tel.:(772)201-9919
BLADE SPAN PRE55URE(P5� BLADE SPAN PRE55URE(P5P) � L :,S Pax:(772)673.0588
a ALL ALUMINUM BLADES 3
INCHES N G INCHES P G L WWVJ,JU5T5HUTTERIT.COM
6 5 -TG-U-- 60 -1625—
GG
6G 158 158 66 158 158
2 14 144 72 144 144 PRODUCT:-
78 133 133 78 133 133
84 124 124 84 124 124 INTERJOR/ExJERIOR s� SUPERNOVA
90 1 6 L I G 90 1 1 G I I G L L_ COMBINATION
1 EXTRUDED ALUMINUM
9G 108 F75
9G 108 108 1Do' ALUMINUM!LEXAN BIAOES ACCORDION SHUTTER
104 100 104 100 100 rm BLADES CAN BEAWMMDINeWly LARGE 45ML
108 93 108 93 93 COMURATIONS A5 RE901— IMPACTED RATED
114 63 114 83 83 1H IB
120 75 120 75 75 INTERIOR/EXTERIOR
1 68 12G (; 68132 62 132 61 GIENGINEERING:
138 57 138 53 53 ENGCO INC. CABITC
48 144 45 47
INTERIOR EXTERIOR
5595 ORANGE DR,201
I50 41 48 150 38 42 1B 1B� lB� DCVIE' rL. 33314
IG2 30 40 162 28 33
AlLLEXANBLADES - - ENGCO@AOL.COM
NOTES:........ .. J .
I-ACCOMC)N 5BUrttR wwE SFAU Uwa¢n)rGRAu coWMOK% L s ,nn••••••..•,,
O LOAD M
S.TABI1lA D.VALIIEBOIrIIs A=CEPTABLE roR ofmN VAW WADS AW OLME 5FM 50AM INTCRSORIFUrTERtOR 1H .. d`` DE F1 _'•yy
4-U5EYA%E 1AvmENGNEORMORET&E ISMAMI5U5ED
S.BLADE RMTRSW INSTAUAT1011 IS AUMW FORAM MOUNTED 00110MOta
4 fi
TABLE 2 �+ No. 2609
MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL E ATION' TYPICP k CR055 SECTION STAT F
A.B,c.D.E GH x a�,o'+•ti l o R 10��,s��,.`r
GLAZING SEPARATION (INCHES)
-� TOP TRACK '•S�ONAL `��`
BLADE TYPE BLADE SPAN ••"••amm�r�
H <=60" <=104' <m I G2'
JUL 8 0 2015
Y ALUMINUM 2' 2 3/4' 3.125°
ALL ELEVATIONS Engmeer Seal
a ".� w'IO1 Pedro De PguGrcdo-1'E 52609
AN
a 0- i Gx30 ELEVATION 3' 3' 3° MIAMI DADE APPROVAL:
F rn ' , N '- ,an
'� PRODUCT REVJ6F.11
tYi_ o '. - - _ _ - _ _ _
MAN 2 1/8' 3' 3" �s YLBS with 7hl;Florida
¢ ¢ = - ' J 230 ELEVATION; _ _ - BBi)d Coda
NOTES:
SEMRATIOY rWM GLAMOG WAS MALL BE MCASUMD FROM
ELATINLd
G SURRACETO THE INWR M05T BLADE OR LOCK SIMIACE. By
H _ __ ___ _ __ _ _ _ _�GLIY:�CMRATIORIS A!'3710,11BTE. R�,,T_NEAVflT;{BRrXyldeD'A 1Mfa I od%A Comm
= MIAMIAADE COuwTSi).
N 3=lN7Ht5UV7TERr9 A93H.16IED'YAHI DOfN'11'PEJ DP 6(MBTNE
IAP.GEsi GIA55 6L5•ARAaDN 6NAa APTLY.
DATE:04/0712015
BOTTOM TRACK
SCALE:NA
A,B,B1,82,B3,84
C.D E F G 1 GH DESIGN BY:PPMP
SHUTTER WIDTH (SW)_
NO LIMITATION
SHEET DRAWING 8:
2 OF 13 15-146
MANUFACTURPR:
TYPICAL 5ECTION5 A.131,132,133,54
AND ANCHOR 5CHEDULE — —� 1/1B JUST SHUTTER IT INC
1/4-14X1' GRS SDS OR w z NIOX3/4' TEKS
5ECTIONA 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341'5W 5.MACEDOBLVD
BUILT-OUT ON ANGIP SPACED AT 12'OC w PORT 5T.LUCIE
HEADER ORSILL FLORIDA 34983
OPTIONAL
)201-9919
2,2A--,,, I I rxm )
6 ADJUSTABLE TRACK Fax:(77 G73-0588
1 1 ON REVERSE ANGLE WWW,JU5T5tiUrrERfT.COM
m EMBED. w SILL ONLY
w ANCHORS DESIGNED PRODUCT:
6A AS PER SECTION H4
' ANCHORS DESIGNED = ]0 +' ON TABLE BELOW SUPERNOVA
AS PER SECTION A BQ EXIRWED ALUMINUM
z ON TABLE BELOW
w a 1/IH 1/4-14X1''GRS'SDS OR ACCORDION SHUTTER
1/4-20X3/4' PHMS N/NUT ' LAR�C SMALL
SPACED AT 5'OC ` EMBED. IMPACTED RAT®
a 5ECTION B I ,
y I/1 B RNEPTSE ANGLE s; ENGINEERING:
SILL ONLY -1 ENGCO INC. �BIf6
_ ¢ I/I B _5595 ORANGE DR.201
ANCHORS DESIGNED
SECTION B3 DTeIV(954)L585.0304
AS PER SECTION BI w L)IDX3/4' TEKS _
4 - --- . 11--> ^y ON-TABLE•BELOV F Q /-AT"12• OC A STD ANGIPON
pm SILL ONLY �������•�•
_71ryoo 6 " w ANCHORS DESIGNED ���
1/4-14X1'.GRS SDS OR r w AS PER SECTION B3 ��,0��+ %C H,q'
1/4-20X1/2' HHMS W/NUT EMBED. 1 !` ON TABLE BELOW ,
SPACED AT 12'OC
W No. 2609
>. Z STA F .�
^� � 6A B �`r � -�
a 10 .j EMBED 'O,d ,,c(• ppPo����P�,
o }` ANCHORS DESIGNED /ONAL F'.660'''
w ¢ 1/LB a� AS PER SECTION B2 1/4-14X1' GR5 SDS OR �'��ino..TA
= w 16 � ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
UPTIML l 6Q SPACED AT 5'OC JUL 3 0 2015
IE _- v MAX, BLADE SPAN IN INCHES Pedro DePgveredo�PE52609
4 1 11 EMBED.—� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5O
SHEET 11 FOR ANCHOR TYPE MIAMIDADEAPFRAVAL:
~ � BASED ON SPACING IN INCHES ON CENTER
1/4-14X1' R5 SDS OR •� 5ECVION B2
ANCHORAGE SPACI 162 132 108 84 60 RE
ANCH NG
_ Y - 'A TRACKON _ - s. E1 E El E EI EI E E d yyiing-Aft doFiorillo
1%4-20X172' HHMS V%NUT- - - - - - - - =— - - owl Coda;
SPACED AT 12'OC STD ANGLE 14 40 31 62 -38 '93 46 124 60 160 84- _- AaxpfaocoNo I5-4S/$03 '
SILL ONLY SECTIONS 12 40 36 62 44 93 51 160 70 160 B im 0 2014
A,Bi,B2 8 40 40 62 62 93 81 124 10 60 146
MAX. BLADE SPAN IN INCHES - B3,B4 __ 6 40 0 62 62 93 93 124 124 160 160 U Conmo
4 40 40 62 -62 -93 93'124 124 160-160 -
A
--
SEE ANCHOR SCHEDULE ON
SHEET it FOR ANCHOR TYPE MAXIMUM ANCHORAGE P R E 5 5 U R E (P5 F) B A 5 E 0 ON SPACING IN INCHES ON CENTER.
DATE:04/07!2015
ANCHORAGE SPACING 162 1 132 1 108 84 60 SCALE:NA
A Al B IBI IC ID I A IAI ID IB1 TC TC A Al B BI C D A Al B B1 C D NAAI B B1 C D DESIGN BY:PPMF
14 40 -- 40 40 0 40 62 -- 62 49 62 9 90 22 93 60 92 60 116 9 124 77 118 77 40 60107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 47 160 126 160 12A,B1,B2 g 40 6 40 40 40 40 6 32 62 62 62 62 93 39 93 93 93 93 124 SI 124 124 124 124 71 61 l 0 1 0 160
83,84 6 0 3540 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 12A 124124 124 94 16011601160 160 SHEET DRAWING N:
-4--F-40 40 40 40 40 40 62 62 62 62 . 62 62 93 79 WA 93 93 93 124 101 124 124 1241124 160 142 160 160 160 160 3 OF 13 15-14G
MANUPACTVRER
TYPICAL 5ECT)ON5 5 AND C JUST SHUTTER IT 1Nc
AND ANCHOR 5CHEDULE
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
'. FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Fax:(772)G73-0588
ON TABLE BELOW WWW.JUST5tiUT rM.COM
i $
3,3A
-� wy N • PRODUCT:
ws ca r
SUPERNOVA
ALUMINUM
(X 1�� cnoc ACCORDION SHUTTER
16 LARGE 4SMALL
";~Y 4 ANCHORS DESIGNED = Ir �TIDwL IMPACTED RATED
' AS PER SECTION B z I/IB
2,2A 11 ;' ON TABLE BELOW r a �SEGTION C/
T e+o w w WALL-MOUNT y'�T�1 ENGINEERING:
a
TRACK
t1EADER OR511L ENGCO INC. uettc
SECTION B _ 5595 ORANGE DR 201
BUILT-OUT ON 7j DAVIE, PL. 33314
REVERSE ANGLE -=I ;1 EMBED. Tel;(954)585-0304
HEADERORSILL _.. ENGCO@AOL.COM .._
rnm •`
„.t..rE F•••••.
1/4-14X1' GR5 SAS'OR 3,3A r°�C6Ns t
f/4-20X1/2' HHMS W/NUT. ^� `t I4 b M�'1ti =
SPACED AT 12,13Cni
No. 2609 '�
;t tea ANCHORS DESIGNED
AS PER SECTION C'
' ON TABLE BELOW 9O� FC O�
�\
AL
MAX. BLADE SPAN 1N INCHES--\ 11,
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHORTYPE MAXIMUM ANCMORAGE PRES5URE (P5F) 13A5ED ON SPACING IN INCH E5 ON CENTER �U�B 205
ANCHORAGE SPACING )62 132 G"'TOS i k�84`al 60 Engmeer5wl
It A Al B Bl C D A Al II BI C D sA''Al B Bl C D A 'AT8 B Bl-- C D A Al B Bl C D Pedro DePiguereen-PC52G09
ily{ - 4 -- 40 4 40 40 62 1 2 49 2 9 ■8111 2 8 D 1 60 !1041.29 110 77 104 7 45 40 1 5 1 t14W125
SEGTIONS 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 pilaw DADE APFROVAL:
11lea 40 26 40 40 40 40 62 3 62 62 62 6 93 39 93 87 93 86 124 s 5iill 124 111 324 Ill 160 71 160 156 P110DUCTRBVISDD
® 6 40- 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 9 93 124 67 124 124 1 4 124 160 94 160!160 mylftwiththoIT4 -40 40"40 40=40 40 -93 76 9 93 93 93 124 98 124 124 124 124 160337 160 160 13dtdioa CYtda
-
_- tlonlAtoyo/9 -
MAX._BLADE_SPAN IN_INCHES
-- _ __ __ M( .14uctCattro
SEE ANCHOR SCHEDULE ON ?AAXIMUM ANCHORAGE PRE55URE(P5F)
SHEET 11 FOR ANCHOR TYPE BASED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING--1162 1 132 1 108 1 84 1 60 DATE:04/07/2015
E E1 E E1 E EI E E1 E EI SCALE:NA
14 _401 311 62 38 97 46 112 60 f 57 84 DESIGN BY:PPMP
SECTIONS12 40 36 62 44 93 4 121 0 160 98
8&C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 88 124 113 160 1 8
4 40 40 62 62 93 D4 124 108 160 151 5HEET DRAWING N:
4 O 13 15-14G
MANUPACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E 4 GH ANCHORS DESIGNED JUST SHUTTER IT mc
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
ED) EDGE FLORIDA 34983
(I EDGE (D13Tel.:(772)201-9919
TANCE
{'
DISTANCE w Fan:(772)673-0588
co. ED.
6A WtNW.JU5T5MUTTERIT.COM
•{r•e... - Y. W/LEG
2,2A
TRIMMED
m N
H tg10X3/4' TEKS V/EEG PRODUCT:
y AT 12' oc /--.TRIMMED
SECTION D
i T 114SET MOUNT W7 (ED) EDGE 2 EXTRUDED AWM N M
I TRACK 2 OR 2A
w wz NEADERORSILL DISTANCE ACCILARGEO5MAUl1�
a y 5ECTION E < w 1- IMPACTED RATED
ui 1°� 1/1 B ANGLE INSET MOUNT w ._0. c xofm
-1
HEADER ORSILL w 1/4-14X 3/4' TEKS
� .v,., r:.q •,. :.•�•' SPACED AT 12112Cae ENGINEERING:
"¢ 1 ¢� 5ECTION GM ENGCO INC. 00.6116
s -jo
CA rn ADJU5TABLE MOUNT 5595 ORANGE DR 201
ANCHORS DESIGNED HEADER/5111 DAME, PL. 33314
r: AS PER SECTION E - - _- I.:(954)5B
_._... . . __.. DN TABLE BELOW ENGCOQAOLCOM
7e 5- 04
N
= N
3,3A 1/4-14X1' GR5 SDS OR - Errp
I/4-20X1/2' HRMS W/NUT. - ��`� ,
_ SPACED AT 12'OCe�'� ENs �/
No.' 2$09 �'s
H as
I/ID z ST OF fir:
"rrrrrr..,..•
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON JUL 8 0 2015
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE (PSP) BASED ON SPACING IN INCHES ON CENTER Engineer Seal
ANCHORAGE SPACING 162 13 108 84 1 60 162 132 108 84 60 Pedro De Flguemcdo-FE 52609
A B C D A B C D A B C D A B C D A B C D s E E EE E
16 22 27 - 27 33 -- 20 34 40 20 24 43 52 25 3 60 72 36 43 16 28 34 41 53 74 MIAMI DADEAPPROVAI
12 30 36 -^ 21 37 44 22 26 45 54 26 32 58 69 34 41 BL 97 48 57 12 37 45 5 71 99
SECTION D S 40 40 26 32 55 62 32 39 67 80 40 48 65 103 51 61 121 145 7] 86 8 40 62 83 106 149 pRODUCTRDVISED
6 40 40=35 40 62 -62 43 52 90 93 '53 64' LIS 124 68- 82 -160 160 95 115 6 40 62 93 124 160 m camplyinSwIththa Florida
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 - - _ - Badding Code
AeupleDto11 22 26 27 3 2 5 41 26 4 4 56 36 34 11 22 27 33 4 60 &pin iml Date o (l
27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 3 41 5 ti
SECTION E 8 25 30 -- -- 31 36 22 21 36 44 27 26 49 57 35-153
68- 80 49 47 8 3D _3Z 46 2 dDclCoMo
6 34 39 24 23 41 48 30 28 50 5 36 35 65 76 47 44 91 106 65 62 6 40 50 6 78 10
4 40 40 36 35 62 62 45 42 76 89 155 152 1 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -^ -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 2B 12 -- 22 27 35 49 DATE:04/07/2015
9 20�36
- 25 24 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 3D 37 7 66 5CALE:NA
SECTION GH 8 23 - 28 33 21 19 34 40 25 23 44 51 33 0 61 72 46 42 8 27 34 4 53 74 DESIGN BY:PPMF
6 30 23 21 37 44 28 25 46 53 34 31 59 69. 3 40 82 96 61 'S6 6 37 4 55 714 40 34 31 56 62 42 38 68 80 51 47 88 103165 60 123 144 91 84 4 38 47 57 74 103
51-im DRAWING N:
5 OF 13 15-14G
MANUrACTURER.-
TYPICAL SECTIONS G, f AND I
AND ANCHOR 5CHEDULE JUST SHUTTER IT iNc
i 1118 1341 SW S.MACEDO BLVD
PORT ST.LUCIE
(L FLORIDA 34503
5ECTION I Tet.:(772)201-99 19
KfCmED MOUNT
SILL ONLY Fax:(772)673-0588
WWW.3U5T5tiUrr=.GOIiI
41100/4' TEKS
AT 12* 0c
PRODVCT.'
5rCTION G tic
ADJUSTABLE MOUNT ANCHORS TYPE
SILL ONLY EDGE CLEARANCE(fQ A, B C OR D
INTO OONCRM-4-(3000 PSI CONCRCTE) SPA CED AT 48-OC 5UPERNOVA
INTO WOOD=2 1/2'(WOOD 50:0.55)
—(E EDGE
APPLICABLE FOR ALL LOAD O(MVED ALUMINUM
CLE CONDITIONS FROM TABLE I ACCORDION SHUTTER
C
INTO METAL.2-MG3-T4ALWDRA5IMA3G5nW A CLEARANCE LAKE$SMALL
IMPACTED RATED
-ffl n A"
EDGE
STANDARD LOCATION 2 ALTERNATE LOCATION
DISTANCE
(ED)
E'K
D)STa
ID
ANCHORS SPACED
AS PER SECTION G _ANCHORS SPACED ENGINEEMNIG,
AS PER SECTION GI
13N TABLE BELOW (ED) ON TABLE BELOW ENGCO INC.
EDE
MIKEI/IB 5595 ORANGE DR.201
-f DAVIE, I'L. 33314
_.ALTERNATE (ED) ...._ ; ._.. aTel.-(954)585-0304
ENGcO@AOL'C0M
EDGE DISTANCE .. 'A'SRACK INSET MOilNT
ri
ti .......
ANCHORS DESIGNED
Cw§Ns'
r AS PER SECTION F 0 ..OAX
ON TABLE BELOW N 2609
ST. a
40
.............
/O-mA
IONA
(ED) EDGE
MAX BLADE SPAN IN INCHES DISTANCE 6 JUL $0 2015
vu
SEE ANCHOR SCHEDULE 13N LL Em-pwr Seal
SHEET 11 FOR ANCHOR TYPE Pedm Cle,Fjmweeo-re 52GM
MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 1 411111111208m 84 60 1621132 10e 94 60 MIAMI ME APPROVAL;
A B C D A B C D VAM B C D A ID IC- ID A B C D s E E E E
46. 20 21- 25 27- 32 1-- -- 26 1 - 21 26 33 46 PROD=REVISM)
36-43 25 25 3581 1 1 -T
12 -- 22 -- -- 23 27 28 3 3 TV TD' 20 [&"35 7712� 3 28 4--44 --6-2
SECTION G 0 28 33 20 20 3 41 4 E4 -If2 -50—30 29 54 64 138 138 76 91--153 53 8 34 42 51 -66-
7 1 1 , Ac"tmc*14o -3'
4) 5.
V 0 9
6 1 38 40 126 67 39 39 73 86 151 150 102 1201 6 40 56 68 88 123
4 --40- 40 39 -62 -48 -48 .85 E93 194-176 175 153 1450 o 105 T45 ----43-
34 -15 21 35 2 -- 51 23 31 55 66 59 59 InQ - - 4 40 59 Y2 2f) )9
-12 38 40 20 27 46 4 A42
IFE
-�i6- 25 134 - 57 169 130- 153 10211231 LAQ�J9 0 90 127
�L'-"�15 1 3 160 81 ]11 13 40 62 1241160
�M398
8 40 Iro 30 0 2
6L
6 40 40 40 9"93 160 60 108 148
6 40 6 241160 1
4 40 40 40.. 40 ISE 62 3 93 i 60116011601160 1 4 40 H6293 1124 160 DATE:04/07120 15
U62 111611241 SCALE:NA
DESIGN BY.PPMF
SHEET DRAWING#-
r.OF 13 15-146
MANUPACTURER:
TYPICAL_HORIZONTAL..... _. JUST SHUTTER It iNc
1AM8.At D G013N _CEG71QNa J_
OPTIONAL
SEALANT 1341 SW S.MACEDO BLVp
• PORT IT.LUCiE
MIN, (3) ANCHORS FLORIDA 34953
(ANCHORAGE TO ALL I.5ECTION J TYPE A, B, CORD 3 Tet.:(772)201-9919
ISNOT-NECESSARY JAMB GL45tiRE 4' FROM ENDS SEC PION J I Fax:(772)6730596
.s WALL MOUNT AND ONE AT MIDDLE JAMBWWW.JU5T5tiUffEW.COM
INSET MOUNT
(X2) #IOX1 SDS IA
TOP AND BOTTOM OIIfIIfIIT PRODUCT:
9,9A TRACKS
1A SUPERNOVA
N
It w
ACCORDION ALUMINUM
ON 5 t UMR
1� ¢ - •.B LARGE 4 SMALL
IMPACTED RATED
a
I �
Lam—
cw ENGINEERING:
ITOP& BOTTOM TRACKS LNGCO INC. CA8116
5595 ORANGE DR.201
DAVIE, FL- 3331,4
• Tel.:(954)585.0364
.-_. ._... .._ .. .. ... -._. ._ .. EN .. ..
- GCO@AOLCOM
IB
E_
ANCHORS TYPE "
A, B, C ORD SVC 526fl9 �
— SPACED AT 24'OC F
s. D TANCE
EDGE
STA
w ea.
a.SECT1ON J21.. ............ aG�
_�.,-,: x,:�,.-•.:n,�•• JAMa orosuRe
BUILT-OUT MOUNT
21 OR 11 JUL 3 0 2055
#10X3/4' SS SMS OR Nmeer5m1
1A 3/IS' POP RIVETS - Pedro De Nvevedo-PE 52609
w SPACED AT 24'UC 5ECTIOL 13
CORNER CIA9URE MIAMI DARE APPROVAL.
PRODUCrRRVISUD
Aaoplmcc No 15-057 3.0 3
Ion nag o/tj
N CL O11Tf4 ---
DATE:04/07/2015
SCALE:NA
1 I 7OR 7A DESIGN 9Y:PPMr
iH iB t19) PUSH BUTTON LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET ORAVANG#-
7 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT
MD LOCK 5ECTION5 L
INc
1341 5W 5.MACE 00 BLVD
FORT ST.IUCIE
rtoFiDA 34983
Tel.:(772)201-9919
Fax:(772)673-0558
NOTE:SNUTTri?CAN 13E LOCKED FROM WWWJUSTSMUTTfR[T.COM
IN51DEOR OUT51DE BY PLACING LOCK IIII
IN51DE OR OUTSIDE AS REQUIRED. o vl;5 tq 5=ON L
a�x LOCK BLADE 5=ON
CL05E POSITION PRODUCT:
5UPERNOVA
14 EXTRUDED ALUMINUM
L ACCORDION 5tiUrrER,
LARGE t 5MALL
L-—L
IMPACTED RATED
Nlio
clliiio
N,
ENGCO INC.
5595 ORANGE M 201
18 18 DAVIE, FL. 33314
Tel.:(954)585-0304
8A eNGCO@AOLOOM
DE
COMMERCIAL MORTISE LOCK V/
EXTERIOR KEY OR THUMB TURN
AND INSIDE .THUMB TYPE
HUMB TURN No 600- 11101.
INSTALLED ON SHAPE 8 •
A, B, C OR D
SPACED AT 24'Q .0
10-11 , ST OF
ALTERNATE 5lfCTfQN Ll 0
5 TION LOCK BLADE%MTH
ECTION L
LOCK,BLADE SECTION STARTER MADE 5fCrION
OPEN IA
rlilt X07.015
L brnnnsrN
-1
Pedro Da Mevaw-b-PV 52609
MIAMI VAIVAPPKOVALt
I 1111H r- PROM=FMVISPD
c a c",plyino with The V!lawida
Bidldit*Ouds
140, vs
8A—/ 8A
C LDOEWffl
Br
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ 5CALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY.FPMF
—Acu AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK TV/11 INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN 5"EET DRAWING#:
INSTALLED ON SHAPE 8 8 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL
UNIMATIf LOCK 5fCTION5 M JUST SHUTTER IT me
LOCKING PINS APPLICABLE 1341 SIM S.MACEDO BLVD
ONLY AT OPEN POSITION
TO SECURE STACK FORT ST.WCIE
FLORIDA 34983
LOCK I NO P I I'S A
ONLY AT "PEN P
TO SECURE: STACK
Tet.;V72)201-9919
7A Fax:(772)G73-0588
N www.ju5T5tiunTw.coIvt
[NOTE:SHUTTER CAN BE LOOKED FROM
:I UT
N5�1 Dr=OR OUT51 D E BY PLACING I OCK
IN51DE OF,OU`r5IDf AS REQUIRED. 5rcTION M
N "d 7*A PRODUM
JQ CLOSE POSITION 7A 5UPERNOVA
4
EXTRUDED ALUMINUM
ACCORDION 5t[UTTEK
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING.
ipp 7 OR 7A 7 OR 7A ffNGC0 INC.
rtI 7 OR 7A 7 13R 7A 7 OR 7A 5595 ORANGE DR.201
DAVIE. FL. 33314
Tel.:(954)565-0304
1/4-200/4'T'HiiUMB SCREW C14GCD@ACL.COM
LOCATED ON ACCORDION
OR SIDE
INTERIOR 13R EXTERIOR SIDE P.LL PIN
.,T, 'PULL PIN
DRrLL AND RAP.OPPOSITE I/4XI 1/2rpniuRRiy
a7
BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE
(19> PUSH BUTTOM LOCR'L
DEN
LOCATED ON ACCORDION ir cc
)g
INTERIOR 13R EXTERIOR SI '
No. 2609
ALTERNATE 5=ON M 11
LOCK 13LADE MITI ST
'ON
M
BLAD-11XT STAR=MADE SECTION
FLC��KM PEN IION
ANCHORS TYPE boos MrrRRNlrr.•"
A B C OR 1) JUL 8 0 2015
f-7 OR 7A SPACED AT 24'13C
Erwjinwr Seal
Pedro oc FOmrcdo-PC 52609
7 OR 7A IA-\ MMI DADE APPROVAU
PRODUCT REVISED
Maawl YIn$vddl Florida
im 7 13R 7A .03
:I* I)WO 0
tha
ID PUSH BUTTON LUCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04107/2015
SCALE;NA
DESIGN BY:rpmr
IB IA
7 DR
DRAWING#:
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ffCTION5
5TD LOCK SECTIONS N JUST SHUTTER IT
1341 SW S.MACEDO BLVD
PORT$n.LUCIE
FLORIDA 34903
Tet.:(772)201-9919
Fax:(772)673-0588
NOTE:SHUTTER CAN BE LOCKED FROM Wwvv.ju5l5mLtMPJT.COM
IN51DE OR OUT51DE 15Y PMfNG LOCK 5ECTION N
IN51DE OR OUT51DE-5 REQUIRED. ru LOCK MAM SECTION
CLOSE POSITION
FRODLM
q1ti x
.5UPERNOVA
WRVDW ALUMINUM
ACCORDION SHUTTER
LARGE 4 5WIMI
IMPACTED RATED
IN, eNGN(!MMGr
f-NGCO INC. CA811C.
5595 ORANGE DFL 201
1b 1B
DAME, FL. 33314
22A Tel.:(954)585-0304 FNGCO@ACL.COM'
65 22
M
F ,
. 7%
..........
go
No. 2609
MCHURS TYPE
A, B, C DR
SPACED AT 24' C
ALTERNATE 5VGVON N I
5ECTION N
LOCK BLADE HATH
LOCK WAVE SECTION STARTER BLADEOPENP05MON SECTION IA)
So
JUL 3 0 015
—2. 15_ Cnqmaer Seal
PCJM Da FiveweJa-FE 52609
MIAMI VAOV APPROVAL:
_ - .. . -. .. ,. Fa t11,0yyD.U.rC.�Y.,Q,.DVISED
PMV AL-
ftonucrilhVISED
cu
22A 22
L-
22A 229 DATE:04107/2015
22 SCALE:NA
DMIGN BY.PPMF
1B 1B
Y
5MEEr DRAWING
10 or 13 1'5- 4G
MANUFACTLIRM-
ZOAUBLAWF—hS5EMBLY
BILL OF MATERIAL5 JUST SHUTTER IT iNc
13
ITEM DESCRIPTION MATERIAL MANU L'(URER
1341 5W S.MACEDO BLVD,
12 13A I PLA-DE W93-TG 6LqwNUM N.A.S.A. FORT ST.LUCIE
16 .19
to BLADE r.OG3-TG ALUMINUM N,A.5.A. FLORIDA 34953
up"WAL I B COMFO51TE BLADE GOQI-TG/LDtAN N.A.S.A. Tel.:(772)201-9919
20 14 ic Ff DATING STACK BLADE G06346ALUMINUM NASA. Fax:(772)C73-OSM
16 2 -ZOUNG—TRACK 6OG3 AkS.A. WWW.JMTSHUrfrRIT.COM
0 j"14 a I*/112'WALL MOUNT TRACK G063-T6 ALUMINUM NASA.
14 1-/ ---gA----9 WALL�MQUNT TRACK GOGXTr-GALU-M-1NUM
4 'A!TRACK 6063-T6 ALUMINUM N-A S.A.
5 KC
Tr
ACK 06 T6 ALUMINUM PRODUCT.
G ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM N,A.5,A.
L GA ADJUSTABLE MALE TRACK G063-T6 ALUMINUM R.A.5,A. SUPERNOVA
E:EHEADER 7 UNIMATE LOCK BLADE W10 LF I;OG3-TG ALUMINUM N.A.5.A.
7A UNIMATE LOCK BLADE W/LF -CO—G3-TGAWMtNL*A N.A.5,�A. EXTRUDED ALUMINUM
0. 14 8 HO FEMALE LOCK BLADE G063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
13-#I OX31 H" &A HU MALE LOCK BLADE GOG3-TG ALUMINUM N. LARGE 4 SMALL
BLADE SCREW 813 HO ADAPTOR FlUER G063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
410 STAINLESS STEEL 9 1'JAMB CL05URE - 'A —
W-Tr&P
9A 2'JAMB CLOSURE 6063 T6 ALUMINUM N.".A-
10 114--2-XA4UE 6063 TG ALUMINUM
I I 118-2XANGLt! COGS-%ALUMINUM N.A.5.A. ENGINEERINGe
19 12 WHEEL CARRIER PLATED STEED NYLONA.5A-
F5--,-LL1 13 #IW*HHBLADE SCREW 410STAINLESS 5TEEL N.A.S.k ENGCO INC.
13A #I OX2'HH BLADE SCREW 410 5TAj 5595 ORANGE OR.201
14 0.44F IXAM.FIAT WASHER STAINLE55 STEEL N.A.5.A. DAVIE, FL. 33314
-1�5—�,JG-0 x(�),9 Tel.:(954)585-0304
3'BUSHING NYLON N.A.S.A.
16 0,400 x O.G5WHEEL BUSHING NYLON N.".& ENGCO@A0LCOM
14 19 P1 M�Rl�MA I
20 - I jp-"-A/A-WHFFI SPACER NYLON N.A.5,A- I
15 1 I/Ig-Ige,Ix W ANGLES 6063-TS ALUMINUM N.A.5.A.
22. STO FEMALE 'th 0
Q 14 6063-TC ALUMINUM
13
2 N2A, 51D MALE LOCK BLADE GOG3-TG ALUMINUM ENS
13A,910X2"titi 2..
2213 SID LOCK KEEPER 6063 TG ALUMINUM N.A.5A
BLADE SCREW
410STAINLZ55STEEL NO:52609 t
It
M Soo
1460 STATE OFA
a, 11.390-H
Q 44 a 03
mu
0.3ff 7IIcsi— CIt5 Td F6u —
T
JUL a 0 2015
XX 0,44 0
' EngineerSealcn—o� d A 14-O.O
rLNT WASHER N�C•f1URS�GHED,ULO -- Pezim Da Fw -PE52609
I G-14G,0 X651 15-40 0 X.93* MIAMI DADE APPROVAL:
NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.Q.
114"ITW TAFCON INTO 3000 P51 CONCRETE IL3
1�75 101111111! PWDUCrREVIM
NYLON WHEEL 11WELCOULTRACON INTO 2700 P51 CONCRETE 1-.75- - 2.5 1wc*mpIyfvsvA1hthoF1op(dq
SPACER 6 At 1/4'aW TAFC0N INTO CONCRETE BL= "e..
1/41 ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5
b 114-20X I ALL POINTS 50IjD-5ET INTO 3.0 K51 CONCRETE 0.875 3.0
IN 114-20X I-ALL-POINTS,5OL(D-5ET.-INTO CONCRETE BLOCK
Q875 310
12-WHEEL CARRIER C 1141 WOop ww vt I�
jAp-5CRtW INTO G-_95 W000 1=50 I.
STAMPED 55 WITH D 1/4-14 5EU`DFJLUNG SCREWS INTO I/&STEEL OR ALUMINUM - %71
O NYLON WHEELS It 11W CRETE-FLEX 554 INTO SOW P51 CONCRETE 1.75 35
IMO CONCRETE BLOCK.(2000 P51) 1.25 3.0 DATE;0410712015
HURS: Wr CM DISTANCE SMtL M 0=hv WALL DUSSING SCALE:NA
W5,n0LE)Mttrr SHAM BE UVEMP WAIL DRESSING DESIGN BY.PpmF
CD 1/4'TAFCQN.IPPCREWA'W#14 wow SamPs CAN Be USM IN SmAct Of 114,LAG SCRID&O
SHEET DIZAVANG#:
1 1 or 13 IS-14G
5HUTTER COMPONENTS MANUFACTURER:
4.56 3.92- JUST SHUTTER IT INc
-4. A-44,D";; 2,85
��. 4,(3� -4'08 -3.23 1 M46 1341 5W 5.MACEDD BLVD
_�08
Ni -1.24 1.99- C,61
FORT 57LUCIE
0.97 s
cdj T- PLORIDA 34983
0 --n> -u Tel.:(772)201-9919
4J 3.21 r -F raxt(772)673-0568
T c5 WWW.JU5T5HUrTMT.00M
I D.COMPOSITE 2,0448 N,
M/LEM BLADE
d8 ALUMINUM
POLYCARBONATE APPROVED A-UN]Mqe W/LP
AS PER NOA 13-0717,01 7-UNIMATE WO LP O-AffDM 0.41
45-� (5 UYAN �"=MWNIGM-MLAI LP
XL 1 02W LOCKING BIA= I- PRODUCT:
ffT!E�9 0.5t - 2.31 FtT SUPERNOVA
4.61 -1.77 3.51 Tn'A. EXTRUDED ALUMINUM
4. ACCORDION SHUTTER
-T
-L IF, cs LARGE 4 SMALL
-L-=G L- 7, IMPACTED RATED
%n =::�
T--T-
65-ADAPTOR rtLLM
I C-O'OS`FLOATING STACK BLADEni USE WITH 8 AND 8A
D.07 1.99 ENGINEERING:
2-INSET TRACK W/RG OPTIONAL o310 ENGCO INC.
HFAWKI SILL MOUNT i T I I
I-- -0,64- 5595 ORANGE DR-201
0.13 2.1-INSET TRACK W/O RG 0.088�MALI!NO 0,jq� 0.60 DAVIE, FL. 33314
ALTEWIE CXX HEADER/5ILL MOUNT 8-FOANLEHI) LOCKING BLADE Tel,;(954)585-0304
END RECEPTOE ENGW@AOI-COM
.1(bl-AMIC ME TO LOCKING BLADE
A 3.813
3,a I It,
lo
3A AND 3A.I
to prquuilriry
-1 5-RECESSel)-TRACK E F1,
a S 60-- al SILL MOUNT ONLY 041 NiN.
0 N X
es
T cil
t A
-V 0,�7'
2,83 a 86 No. 2609
Rc
2.41 .4
--p
i STA
-T
OPTIONAL
+ -10.
0.07 :T T 90-III)JAMB CLOSURE
3A-2-13URD-OUT TRACK
0.06 tirmfR/sILLMOUNT 0. 6 F= 0
1.0 mi cs
�-2.70-
22B-LOCK KEEPER INSERT JUL 802015
"'�IOURE
22-FEMALE 5T4 22A-MALE STD 9-V JAMB CLOSURE
DR TRG SA.1-2'50 TRACK W/O LOCKING BLADE! LOCKING BLADE Sa
.51 1 FAN GUARD(RG)
ngineer
0.07
a-W' ILT, OPTIONAL Pedro Da F+gmredo-PC 526.09
0.125 3.70
0.25
3.1 DO TRACK W/4 9A-2'JAMB CLOSURE MIAMI DWE APPRDVAU
-RAN GUARD(RjG) 2.,43_ 2.07 PR0WCrR6VtSED
0.631.91 0. as omplftwidw lho Flea&
0WIdi"Code
T Amplamal4*10-c!
Z E* mit.-PA
0. 6
d d
a 07
C30 90 GOG3-T5 ALUMINUM ALLOY
6 0.83 ed Lrj 5tor CLOSURE USE ONLY
ru vi
09 61 .�7.
cs 0,*.7 0.07 3.7. 7o
' 1
-1.23 DAW;04/07/201 S
(.1 1 SCALE.NA
AE MALE
0. T� GA-3,13 1.29 G-ADJUSTABLE FEMALE HEADEDJUSTABLR/SILL MOUNT DESIGN BY;Ppmr
-2.0
3.37 HEADER/BILL MOUNT
4•+a TRACK SHEET DRAWING
ILWOUNT-ON I' OR 1.51
THICK'ANGIE5 1/4-THICK ANGLES
6068-TGa.
ALUMINUM 0
ALLOY'
WG3-TG ALUMINUM ALLOY 12 or 13 15-14G