HomeMy WebLinkAboutProduct Approval M�IAMI•IDADE MIAMI-DADE COUNTY
�7.•r a 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
NQT-ICE 0FWCCEPT_) CE"(N0*1,, www.minmidade.eoy/economy 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 AHI(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:maturer, 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 Tiorida 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 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.
RENE,WAIL of this NOA shall be.considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy.A.Makar,P.E.,M.&
•DADE COUNTY , � NOA No..15-0513.03
MIAM
5,E � /2/`'" ExpirationD`ate:0$/1'4/z019
Approval•Date.•08/27/2015
08 f27/��S Page
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 1 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
J. Release letter issued by the National Approved Shutter Association,dated August
01,2014, certifying this product to meet the criteria ofproduct tested and
approved,and allowing Just Shutter It,Inc, to use the test results approved under
Miami Dade County Approval No. 14-0155,signed by Mr.Peter Loucks.
.2. Acknowledgment letter by Just Shutter It,Inc., dated August 01,2014 signed by
Mr.Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014,signed and sealed by Mr.Pedro De
Figuriredo,P.E., certifying that the drawing(No. 14131)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 1 through 13 of 13,prepeu•ed by Engco,Inc.,dated April 07,2015;signed
and sealed by Pedro De Figueiredo,P.E., on July 30 2015, '
Befiny A.Maker,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
'.Expirat on Date:-08/14/2019
-Approvei;D_ate�. /27/201
E-1 �— ]
Just Shutter It,Inc.
NOTICE OE 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.S.A.'s generic drawing(No.
15-113)and complies with FBC,2014 Edition.
tl't,.'2i`t17•
Hf r�iy A.Makar,P.E.,M.S.
Product Control UnItSupervlsor
NOA-M 25-051303
—Expiration.Date:•08/,14/2019
"`Approval Date:08/27/2015
E-2
MANUFACTURER,
V-4 JUST SHUTTER IT wc
1341 5W 5.MACEDO BLVD
LUCIE
EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIDA.FLORIDA 34,983
LARGE M1551LE IMPACT RE515TANT Tel.:(772)201-5919
Fax:(772)G73-0585
WWW.JU5T5hUTTCRJT.COM
GENERAL N01f-5: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER;-DESIGNED,CON5TPUCMD AND
ERECTED TO EA51LY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL M155111)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE t[fhVH7)Of THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE OF-CAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENG114EMNG:
THE FOLLOWING: ENGCO INC. CA 8116
'JUST SHUTTER IT INC-FORT ST.LUCIE-FLORIDA 5595 ORANGE DR.201
5UPERNOVA EXTRUDED ALUMINUM ACCORDION,5MUTTM TABLE Of CONTENTS: DAVIE, FL. 33314
MIAMt-DADS COUNTY PRODUCT CONTROL APPROVED' DESCRIPTIQN Tal,(954)5455-0304
ENGCO@AOLCOm
SNEEi 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A
PROFE55IONAL ARCHITECT OR ENGINEER FOP EACH SPECIFIC PROJECT.THE CALCULA.TED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER.IN5TRUCTION5
"M DE F1
PRE55bRiff MUST NOT EXCEED THE ALLOWABLE PRE55URM FOR EACH SHUTTER COMPONENT TO BE 't (3 ..........
USED. 2 TYPICAL ELEVATION,,ALLOWABLE BLADE PRE55URZ TAME 1, 1A AND GLA55 . I'*' c ,,
'�'* "\'% .
SEPARATION TABLE 2,
.."w
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5!5HAU.BE MADE OF GOG3-Tr,ORAS NOTED. 3 TYPICAL SECTIONS A.B I,B2,53,54 WITH ANCHORAGE TABLES No.5 609.N
I
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS 1,,4 C WITH ANCHORAGE TABLES STA F
)RO"
7-1,15fi IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT 09 ENGINEER or-RECORD 5 TYPICAL 5rcncN5 D.F*GH WITH ANCHORAGE TABLES % ..............
TO VERIFY THE FOLLOWING: ' -/ONAL $$Of
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER.15 TO BE ATTACHED tN5URJNG PROPER G TYPICAL SECTIONS r,G t I WITH ANCHORAGE TABLES
ANCHORAGE. JUL 3 0 20`15
7.2-THE SITE SPECIFIC PROJECT CRITERIA,5UCV'1 AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS*J'
REQUIREMENTS,DESIGNED PRESSURES ETC, 8 LOCK MALE*FEMALE SECTIONS T Engineer Seal
Pedro Da fte=trtd*-Fl!52609
7,3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 5 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL,
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCKSECTION5 74' FRODUCTREVISED
43 complying with(Ito Flotid;t
I'll BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AcccmOuilding Godomw NO MOT
USER INSTRUCTIONS; 12 COMPONENTS 13Y
M!, v duel
coalro
I-DETERMINE PROJECT DESIGN WIND LOAD FKF55URE5 AS PER ITEM 4 OF GENERAL NOTES. 19 SECTIONDETAILS -
2-CHECK BLADE SPAN ALLOWABLE DESIGN Pn55URE ON TABLE I OR TABLE IA. DATE:04/07/2015
SCALE;NA
ii 3-VERIFY GLA55 SEPARATION ON TABLE 2 If APPLICABLE, DE51GN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS
PER SHM-15 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING
5-THE LOWEST PRESSURE FROM ITEMS 2 AND A ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G
PRESSURE FROM GENERAL NOTF-5 4
TYPICAL SECTIONS A,B 1,132,153,B4 MANUFACTURER:
1/4-!4X1' GR5 SDS OR AND ANCHOR 5CHEDULE h I/IB JUST SHUTTER IT INC
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SECTION A 1/4-20X1/2',�HMS W/NUT AT 12' DC 13441 5W S.MACeDO BLVD
SPACED I OcFORT ST.LUCIE
16 F
OPTIONAL FLORIDA 34983
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MAX. BLADE SPAN 1 4QO 1 40 621 621 93 124 1124 11601160 "a�clxl
SEE ANCHOR SCHEDULE N O
I
SHEET It FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (f'5F) BASED ON SPACING IM INCH E5 ON CENTER DATE:04107/2015
ANCHORAGE SPACING 162 - 132 08 1 84 1 60 SCALE:NA
A Al III IBI IC ID A At B BI C D A AI B B1 C D A A I DI C D A At - OMGN BY.-PPMF
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MANUFACTURER:
TYPICAL 5ECTION5 5 AND C JUST SHUTTER IT iNc
AND ANCHOR 5CHEDULE
1341 5W 5.MACEDO BLVD
FORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED TeL:(772)'201-9919
AS PER SECTION C fax:(772)G73-0588
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ANCHORAGE SPACING 162 1 132 108 84 60 DATE:04/07/2015
s E I Ell E 'El E EI E 1 E ES SCALE:NA
14 40 31 62 ' 38 87 46 112 60 157 84 DESIGN BY:PPMf
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8 40 40 62 ,62 93 77 124 9 160 138
6 40 40 621 62 93 88 124 113 160 158
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4 OF 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTICN5 D.f*GH ANCHORS RESIGNED JUST SHUTTER IT INC
AS PER SECTION DAND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 4341 5W S.MACEDO,BLVD
?OPT 5T.LUCIE
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7FLORIDA 34983
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i - - 34 --TOP— W_ 53 go 9
SECTIONS 12 391 1 46 156 25 57 69 30 4 53 _I 4 4 tP 40 58 70 7
1? 62 1 6F 1 9 124 It, 11,
40 1 8 79 153 '0
G1 ORF — 0 1?3b 4ZQ bi 8 40 62 93 124 160,
I �
6 140 1 40 140 14U LP2 62 49 62 1 93 93 160 - 124 124 77 10-6-1-60-_160-1-08 14_8 6 40 2 93%24 16 DATE:04/07/2015
P 9
93 124 1" 116 124 16U 160 160 �6 93 12 SCALE:NA
40 40 140 140 62 1 93 93 160 4 4 16& DE51GN BY:FPMF
5HUT DRAWING#:
G OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL
JAMB,AN D–00fKr—fK5 bC�T-I—ON5-J JUST SHUTTER IT INC
OPTIONAL
S 1541 5W 5.MACEDO,BLVD
PORT ST.LUcle
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL 0 q TYPE A, D,—C-OR-D Tel.-.(772)201-9919
f, 4' F 5ECTIOM,J I
I NOT NECEIIARY� ME�R61TIn ENDS Fax:(772)G73-0588
WALL MOUNT AND a MIDDLE—
4JAMD CL05,UR8— WWW,JUST5MUrrERJT.COM
INSET MOUNT
(X2) 41OXI SDS IA
9,9A TOP ANDB0
BOTTOM ME" PRODUCT:
—TRAMS
1a 5UPERNOVA
w - , D(TRUDED ALUMINUM
c T—A ACCORDION SHUTTER
> LARGE 4 SMALL
IMPACTED RATED
tM4NEERING:
�TOP BOTTOM TRACKS F—NGCO INC. CA 81 tG
5595 ORANGE DR.201
DAVIE PL. 33314
TeLi(9�4)585-0304
ENGCOOAOLCOM
'`r'rrprrrrnrrrrrr..
E
ANCHORS TYPE
A B 1)
SPAChC ATOR 2
4'DC No 52609
(ED) EDGE 4
DISTANCE
ST OF
ISANCE
'._I
5- --fo
~' ECT N J21
JAMB CLOI�y� • /ONALtP 0$
—BUILT--OUT MOUNr,
21 OR, I I JUL 3 0 2015
#IOX3/4' SS SMS OR Enemeer sea)
3/16' POP RIVETS Pedro De Figvetredo-PC 52609
II w SPACED AT 24*11C 5ECTION J3
CORNER CLOSURE MIAMI DADE APPROVAL
I
FRODUCTREVISED
23 watplIing 1%ith the pl.rida
1hdIdftOD4a
ul.Ion DatZ—iaOtt?
cu
t Ai centru
DATE:04/07/2015
SCALE:NA
Ij 7 OR 7A DESIGN 15Y:PPMF
IB 1B 19) PUSH BUTT04 LUCK
LOCATED 13N ACC13RDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING
7 OF 13 IS-I 4G
MANUFACTURER;
TYPICAL HORIZONTAL 5ECTION5
HD LOCK SECTION5 L JUST SHUTTER IT ING
1341 5W 5.M4CEDO BLVD
FOR%5T LUCIC
FL0FJDA*i4983
Tei.:(772)201-9919
Fax:(772)G73-0588
NOTE:SHUTTER CAN BE LOCK9130MOM Wwy.jU5T5muTTEpjT.COm
1m5IDE OR OUTSIDE BY PLACING LOCK
IN51DE OF,OUT51DE AS REQUIRED. a 5WTION L
W I- z LOCK BLADE SECTION
W,
0 CLOSE FmTION
w PRODUCT:< x
wo-'a
w5UPERNOVA
Hw EXTRUDW ALUMINUM
L -1 ACCORDION SHUTTER
LAME 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. . ...
5595 ORANGE UP,201
B DAME, FL. 333 14
;6FI Tal.;(954)565-0304
68 8
ENGCO@AOLOOM
DE PI
SE LOCK W/
COMMERCIAL MORTISE LOCK .W/ RIP
EXTERIOR KEY OR THUMB TURN
AND INSIDE THUMB TURN
ANCHORS TYPE1, No 52609
INSTALLED ON SHAPE �B A, B, COR
SPACED AT 24'OC STA OF
ALTERNATE SECTION LI
SECTION L LOCK BLADE%MTli
LOCK BLADE SECTION STARTER BLADE SECTION I A
OPEN P051TION
0 7.015
Ifogmeer Seal
r _1
Pedro Do FSvewedo-FC 52609
;j rif lin 1-1 MIAMI DADE APPROVAL
rem
FRODUCTRWIS11D
0 amplyios%vilh Iho 11101idd
DWIdIMCaft
Accepwaco]No,5ro .03
avi lonval
-/ D
8 BA
ATE:0
COMMERCIAL MDR D
W/ SCALE:N4A107/2015
WSW EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
EXTERI LB
COMMERORCIAKEYL MOORRTITHUMBSE LOCKTUR W/ INSTALLED ON SHAPE 8
N
AND INSIDE THUMB TURN SHEET DRAWING III:
INSTALLED ON SHAPE 8 a or 13 IS-I 4G
_j
MANUFACTURCR:
—,TYP1CXC—H0fe,60 JUST SHUTTER IT INC
AJNIMAT-E-Lac9ECTV4M
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVE)
ONLY AT OPEN POSITION FOKr 5T,LUCIE
TO SECURE STACK FLORIDA 34$83
Ttf.:(772)201-9919
Fax:(772)673-0588
7A WWW.JU5T5HUTTEFJT.COM
NOTE:5Ht17TER CAN BE LOCKED FROM
IN51gf OR OUTSIDE BY PLACING LOC __'N PRODUCT:
INSIDE OR O11151DE AS REQUIRED. } — LOCK BLADE SECTI 7A
SUPERNOVA
4
EXTRUDED ALUMINUM
WIJ L, ACCORDION 5tIUTTER,
LARGE 4 SMALL
IMPACTED RATED
tVGtNEERJNG-,
ENGCO INC.
7 OR 7A 7 OR 7A 5595 ORANGE DR.201
tu 7 OR 7A DAVIE. FL. 33314
Tel,(954)585-0304
ENGW@AOL.COM
SH 1/4-20)(3/4'T'�611SCREW
LOCATED 13N ACCORDION
INTERIOR OR EXTERIOR DE 1�(0 I PIN .........
BRILL AND TAP OPPOSITE I /Z PULL "'s DE FQ--,
7 ITr INSIDE 13R OUTSIDE . #-, $- , ,
3 BLADE TO RECEIVE SCREW ez-.
LOCK I
ONLYNG P'
AT OF
To SECURE
NS A
E7 POSITION
7A
7 OR 7A k7 OR
SCREW I T.
NTli XTER DE PULL
PIN
I TZ Pp..,T,
7
38
(19) PUSH BUTTOM LOCK'
LOCATED ON ACCORDION No. 52609
INTERIOR OR EXTERIOR SIDE
ALTERNATE!SECTION M III
ST
—SECTION LOCK BLADE WITH5TARTEF BLADE SECTION
Locr 5LAOF m".
ANCHORS TYPE JUL 8 0 2015
A B C OR D
7 OR 7A SPACED A 24'OC
Engineer Seal
Pedro De riguciredo-PE 52609
I IA
A MIAMI DADS APPROVAL:
7 OR 7A
mm,
•coewlyls.-id-the the Florida
vidwscude - 1513.03
Aeoeplenee No
7 OR 7A 0/1
By Dade Lon oC�
112- PPUUSH BUTTEM LONCK7 OR 7A
I
LOCATED ON ACCORDION
INTERIOR 13R EXTERIOR SIDE DATE:04/0712015
SCALE:NA
DE51GN BY:PPmF
IB 1 18
SHEET DRAWING#w
9 OF 13 1 15-14G
MANUFACTURER;
TYPICAL hOPJZONTAL SECTIONS JUST SHUTTER IT iNc
STD LOCK 5ECTION5 N
341 SW 5.MACEVO BLVD
rORT 5T.WCIE
FLORIDA 34985
Tel.:(772)201-9919
Fag:(772)673-0568
NOTE-SHUTTER CAN DE LOCKED FROM WW.JU5T5"Urrr:RIT.COM
IN51DE OR OUT51DE DY PLACING LOCK
INSIDE OF OUTSIDE t SECTION N
ru LOCK 5LAVE 5ECTION
cl i.-
r w I CLOSE POSITION PRODUCT,.
SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION 5tlUrrEK
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. 8116
5595 ORANGE OR.201
1B I B DAVIE, FL. 33314
22A Tel.:(954)585-0304 UNGCO@AOLCOM
-68
22B yyyya
D pj
'v
No 26019
ANCHORS TYPE
A, B, C OR D
SPACED AT 241111-3
ALTERNATE SECTION N I
LOCK SLADIQS LOCK BLADE WITH
STAOPEN POSITION RTER BLADE 5ECTTON 1A)
IJUL"30 0 2015
34-- -2. 15--Y Seal
De FrOvwado-PE 52609
MIAMI VADI!APPROVAL;
PRODUCriMVISOD
///z
22A 22
W21
2.
A I 2ZB DATE:04107/2015
22 SCALE:NA
DESIGN DY-PPMF
I
12
SHEET DRAWING#:
1oof 19
MANUFACTURER:
!CAL BLADE,ASSEMBLYBILL OF MATERIAL5 JUST SHUTTER IT mc
13
ITEM DESCRIPTION MATERIAL MANUFACTURER 1341 SW S.IMACEDO 51LVO
13A I - - - - FORT 5T.LUCIr
BLADE G063-Tr,ALUMINUM N.A.5.A.
19 JA 5TAFMK BLADE 6063-T6 ALUMINUM N.A.5.A. FLORIDA 34953
Tel.:(772)201-9919
CPT,-..16 IS COMPOSITE BLADE 6063-TG I LEM N.A.S.A.
20 IC FLOATING STACK BLADE GOG3-X ALUMINUM NA.S.k Fax:V72)675-0588
16 2 —CEIGNG—TRACK 6063-T6 ALUMINUM N.A.S.A. WWW.JU5T5HUTTEF(T.COM
1 3 1*/112-WALL MOUNT TRACK C063-TC ALUMINUM N.A.S.A.
)4t-/ --SA— 2'WALL MOUNT TRACK GOG3-Tr.ALUMINUM N.A.S.A.
4 TRACK rOG3-Tr.ALUMINUM N.A.S.A.
5 RECE5SEDTRACK COG3-Tr.ALUMINUM N.A.S.A. PRODUCT:
G ADJUSTABLE rfMAU2 TRACK 6063-T6 ALUMINUM NA.SA,
GA LDQ.2TA
A.F MALE TRACK GOG3,W ALUMINUM N.A.5.A.
HEADER UNIMATE LOCK BLADE W/O LP 6093-TG ALUMINUM NAZA. SUPERNOVA
7A UNIMIATE LOCK BLADE Wf LF 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
6 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER
I3-#IOX31HH CA HD MALE I=BLADE GOGS N.A5.X LARGE 4 SMALL
IMPACTED RATED
BLADE SCREW
813 HO ADAPTOR MLLER 6063-TG ALUMINUM N.A.5.A,
410 STAINLESS STEEL 5 I'JAM5 CLOSURE 6063 TG ALUMINUM N.A.5.A.
9A 2'JAMB CLOSURE 6063-T6 ALUMINUM NASA.
I O 1l4.2X ANGLE 6063 TG ALUMINUM N.A.5.A.
I 1 1/&2x ANGLE 6093-TG ALUMINUM N.A.5.A, ENGINEERING:
0.19 -12— WHEEL CARRIER PLATED STEEU NYLON N.A.S.A. CA 6116
-Vf 3 #ID)W TIM BLADE SCREW 410 STAINLESS STEEL N.A.S.A. f—NGCO INC.
us 13A #I QX2'LIN BLADE SCREW 410 SrAJNLE55—5TEEL N.A.5.A. 5595 ORANGE DR.201
14 OA4*DIAM,rIAT WASHER BTAINLE55 STEEL N.A.5.A, DAVIE. rL, 33314 NYLON��
OAGI 0 x 0.93'BUSHING N N.A.S.A. Te L:(954)585-0304
16 AG'0 x 0.65'"EEL BUSHING NYLON NASA. ENGCO@AOL.COM
1
14
15 B 14 19 PUSH-t3UTT0M LOCK
L 20 112'x 31B*WHEEL SPACER MS.A.ON N.A,S.
JG —
"tI0.4AL- ' 0.14 21 [AW-M.1)(2.5.IX4,LWANGLE5 GOC-4-TS ALUMINUM N.A.5.A.22• 5TD FEMALE LOCK BLADE 606376 ALUMINUM N.A.S.A.
1-U 13A-#10X2"HH 22A MALE CKELADe 6063-T6 ALUMINUM S.A. E
STD
L=Q N.A�S.Ak.
BLADE 5CRLW 22B STV LL--k KF G065-TG ALUMINUM
410 STASNLE55 STEEL o.,5 609
0.4 O STATE OF
0. 4fo a 390
0.390 Q44 M03 •
[IT C3 o
C5 , .00 G
0.310cs .I T—H JUL 3 0 2015
154 0.03'XO.44'0
�AINU!55 STEEL Engineer 5�1
dC5 ci
PLAT WASHER ANCHOR 5CHEDULE Pedro De figuerado-PE 526091
16-AG'0 X.65' 15-400X93' MIAMI DADE APPROVAL:
0.50 NYLON"EEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.D.
0
20-1/2'0 X 0.36' -174',ITW-TAPCONW -r75— PRfjDUCrR0VfS6D
NYLON WHEEL 1/4'ELOO-LILTRACON
SPACER 00-27.00-F.7LCONCRUE 0 complying with tho Rovida
-lt4L-ITW-TAPCON-INTO'CONCgflrBLOCK---1-'25 :O— :::2 suftdiascodo
1141 ELCO ULTRACO FA
-c"S 01?(
N INTO CONCRETE BLOCK 1.25 2.5
IS 1/4-20X I ALL POINTS SOLID-SET INTO 3.0 r5l CONCRETE 0.875 3.0
B I 1/4-20X I ALL POINTS SOLID-SET INTO CONCRETE 15LOCr
0.875 30
JW�
-T INTO.ro-557 Control
12-WHEEL CARRIER -C-1 PPM�M 1.50 1 wool control
STAMPED 55 WITH ER-=—=Hr�
01NYLON WHEELS F I II/4°CRETE-FLEX S541NT0 TE 1.75
6, El 1 114'GRZTE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04/07/2015
NOTM ED,fWe VISTANCt SNAIL M 5MR0 WALL VAtSSING SCALE:NA
Ekn3XMafDmfYL$W-AE 13MUD-WAL)DXZWJ1C- O-N.to);smrwsDESIGNGN BY.PPMIr
OD otifmix I I 4LIAWOM)S�4:i1i I m im—it T wnpa or
[--"1.24-1 cs SHEET DRAWING#:
I I OF 13 15-146
SHUTTER COMPONENTS MANUFACTURER
4.56 JUST SHUTTER IT INC
0
08
4,54 ;;C 0, -3.23 0,46
4.08 8 9 0.61 1341 5W 5.MACEOD BLVD
FORT ST.LUCIE
i.24 i.99
01FLORIDA 34983
0.97 FLORI
(u d 1 -0 Tel.:(772)201-9919
o -F ci rm(772)673-0588
t 1.23 3.21 T .4.- W*WJU5T5HUTTERIT.COM
-IF
I B-COMPOSITE
ALUMINUM/LDM BLADE 2,04
I-0.05 ACCORDION BLADE =AN POLYCARBONATE APPROVED 7A-UNIMAIE W LF
WjO LOCKING BLADES 0.41
�-I.45--�T AS PER NOA 13-0717.0 r 'j7U;Iw-nwi0-t1p
Cl PRODUCT:
XL I 02UV CKIING-BLADZ)
LA'STARTER MADE
a 51 2.31 :=T SUPERNOVA
4.61000 OR EXTRUDED ALUMINUM
dp C) T.T'.I.. ..
�- 1. 1 - .; -� C3 ACCORDION SHUMK
.08 -+--1,56 C3 .4
T LARGE 4 SMALL
r T IMPACTED FATED
L -L
0.86 TT
w M a 613-ADAPTOR FILLER
USE WITH 8 AND 6A
-0.05. 0.61 ru,1 .4
C FLOATING STACK BLADE 0.07 �-1 99 ENGINEERING:
2-INSET TRACK W1 RG OPTIONAL EL 3.uO ENGCO INC. cAD,,1;
HEADER/SILL MOUNT
cjs- -1-------;[,� -0,64- 5595 ORANGE DR.201
0.13 l-to-OB 8A-MALE MD 0,OBVI'L 60 DAVIE, PL. 33314
2.1-INSET TRACK WO RG Tel.:(954)585-0304
-ALTERNATE:MK HEADER/SILL MOUNT FEMALE HD LOCKING BLADE ENGCO@AOLCOM
'M=71. 3.83 LOCKING BLADE
IRAMS 3.It
3A AND X 1 5-UCESSEDTRACK "s". E
BILL MOUNT ONLY . ........F11
ii si. 2.60 a s1 I �, ;,
61 'w
vfw� SF ss Q
M10 0.i7
"I No. 2609 '1
cj 86 m La.
'00
,64
'D
BILL M
0 -0
'4,,g\ STA
61 d t T !qQ % A
RG 0
9B-FIB JAMB CLOSURE
e, T T
OPTIONAL
Z Z'BUIL"UT TFA`CK d cs
96 t bO,86 HEADER/BILL MOUNT 0. 6 OT
11.0 ---- --- 3A.1-2*BO TRACK W10 2.70
--OR 22D-LOCK KEEPER INS= JUL 8 0 2015
.59 0.61 FAIN GUARD(RG) 22-FEMALE STD 22A-MALE 51D CLOSURE
RU LOCKING BLADE LOCKING BLADE uoj E*3,neer Seal
3-1'#k BUILT-OUT TRACK OPTIONAL d Pedro De rweredo-PE 52609
HEADER I SILL MOUNT0.125 0,25 3.70 MIAMI DADE APPROVAL,
.,I-I-100 TRACK WO, 9A-2'JAMD CLOSLIRI!
-N GUARD P-43- 2.07 PRODUCT REV115 M.
1.911 09 as cotnPlYing Milt the Florida
0 0.06 Suildiel;Code
O�'6 L'.I - I - Atceplemc.Noj!�-g!5�13.03
JLL T T 9*410ADWOiRR�Z4�19
-T Z).E Zk
0.616 1 ;!< ;�< I -1/16-THICKANGLES
41 T. ci I m; 7- 21 , jArd
0.61 6 F cc :4� 6063-TS ALUMINUM ALLOY Imi u�C..ft
ej 0 1 cj ui 00 2; SIDE CLOSURE USE ONLY
0.83 cd Lr5
6 D.75
0 .09 DATE:04/07/20 15
cs .4 0.07 0.07 3
cs 7� 2 23 SCALE:NA
T�, -L GA-ADJUSTABLE MALE
DESIGN BY:pf1MF
0195 G-ADJUSTABLE FEMALE HEADER!SILL MOUNT
HEADER!BILL MOUNT
4-IM TRACK SHEET DRAWING M
SILL MOUNT ONLY
I I- W THICK ANGLES 0-1 THICKANGLES 12 or 13 15-146
GOG.T.;ALUMINUM ALLOY NG ru-M I N 0V9 7
MANUFACTURER
SECTION x JUST SHUTTER IT!N0
TRACK 2 OR 2A IN5ET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
• BETWEEN WOOD TPU55ES PORT ST.LUCIE
FLORIDA 34983
Tet.:(772)201-9919
Fax:(772)673.0588
www.JU575tiurTMT.COM .
0.63 0.62
2.25 L 25—{ I,25 5.00 II fROpUCT:
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCDNS SUPERNOVA
WITH 2' MINIMUM t/4'XS'6063 TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SMU77M
LARGE 4 SMALL
00IMPACTED RACED
In
1/4'X5' OR 1/8-X5' 6063-TG 0� ENGINEERING:
2.2AA ALUMINUM PLATE SECURED TO
� T RAFTERS AT MAXIMUM 24' OC o FNGCO INC. CAe,,,
SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE
w C13M SPAN & PRESSURE 114 X29t5°G0G3-T6 ALUMINUM ANGLE ni AVI ORANGE 3 14
z �����— DAME, PL. 33314
u: _T- 1/4'-14X 2' SELF DRILLING SCREWS _ Tet.:(954)565-0304
• ti a c SEE SHEET 5 MOUNT TYPED - ENGCO@AOL.COM
ANCHOR TYPED FOR ANCHOR SPACING
S V! / //IIIIII ii
-5.00� No. 2609 z
i
��tn
srA a�
o-F 1!8'X5'GOG3-T6 ALUMINUM PLATE :q'� .1t to 4Pd��1��.`•
ALLOWABLE DE5IGNED PRE55URP5 ALLOWABLE DESIGNED PRE55URE5 r'•�s/OVAL
FOR 5ECT10N X MTH 114'ALUMINUM PLATE FOR SECTION X WITH 118'AUJIMINUM P1Arf //000
BLADE MAXIMUM DC51GNCD BLADE MAXIMUM VE51GNED �5.00
SPAN PRE55URE,(P5F)F)_ 5PAN5PAN PRE55URP� � 1 JUL T3 2 15
72 BLADE2BLADE (B (IN) BLADE I BLADE I B
+_` ±159 60 ±99 ±99 ci Fig era Scat
± ±!32 72 ±82 ±82 ALTERNATE TO PLATE o Pedro De Pigucrodo-PE 52609
84 ±1 I3 ±1 13 84 +71 ±71 I/5'X2 X5'GOG3 7G ALUMINUM ANGLE
r i MIAMI DAVE APPROVIU.:
90 ±I06 ±l06 90 -±-G6 ±6G
108 ± 88 * 88 108 ±55 ±55 FRODOCTR6VISBD
126 ± 68 ± 68 126 ±4? ±47 nV0f*}iugw(IhIheFlusWs
Eha'Wlgg Gude
132 ± 62 ± GI 132 ±45 ±45 Aecepraneot4o) V1,
_ l3.a;13,0;
144 +48,-52 +45-47 !44 ±41 ±4! " st)atAat+28,-33 IG2 ±30 +28,-30 yY Dade ua CONIe
NOTE I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 512FS
DATE:0410712015
SCALE:NA
DESIGN BY:PFMF
I
SHEET DRAWING#:
13 OF 13 15-14G