HomeMy WebLinkAboutProduct Approval MIAMFDADE MIAMI-DADS 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
— ' ` c�� _A �*r � QA) �� www.mihmid'nde.gov/economy
Just Shutter Itr Inc. J
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.C-ounty RER PrQdPrt:CantrAi
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify;or suspend the,use.of.such product.or material within.their j4TWiction. REiZ:reserve ::the,:right t
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 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 fled 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.
ThqstmittO d9Ptlnlezlt4#94 w4s-.reMiewc-4.by HeIMY A.
MIAMI-DAD ECOUN �
Y �—NOA„No 15-0513.01
Exp�rat►on-Date
Approval Date:08/27/2015
08 f27 f 20lS Pagel
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED.
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through II of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155. .
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE.
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria 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. 14-131)prepared for Just
Shutter It, Inc. is engineering wise.identical'to NA: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 lEngco, Inc., dated April 07, 2'015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Makar,P.E.,M.S.
Praci{}ci..Cp 1ml viftii Sl1Deryisol'
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under I3-0629.
C. CALCULATIONS
1. SeeAssociation'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.
H y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NAA No.IS-0514.0
Expiration Date: 08/14/2019
Approval Date: 08/27/2015
E-2
MANUFACTURER:
JUST SHUTTER IT INC
5 U 'E-1N= DV,A-
1341 SW S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT sr.LUCIE
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772)201-9919
Fax:(772)G73-0558
WWW.J U5T5HUTTERTT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT IS AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EA51LY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS - EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED 'ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
IMPACTED RATED
2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(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. CA0116
5595 ORANGE DR.201
"JUST SHUTTER IT INC-PORT ST.LUCIE-.FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314-
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" .. ..._ .. ..._.. . - _...-. ...._ .._DESCRI_..PTION.._ __. _..__ .- --.. --•- ENGCO@AOL.COM -
SHEET '
4-LOADS:DESIGNED LOAD CALCULATED BA5ED ON THE A5CE 7-10 AND FROVIDED-BY A '. pnn�..•py. .
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OP CONTENTS,GENERAL NOTES,USER INSTRUCTIONS ���'p'!,T,, DE F/
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COWPONtWTc;BE "•
USED. 4..,,.,,,,.. GpF'•...
2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE 1. 1 A AND GLA55 ° , ip. C. SF.,,t/
SEPARATION TABLE 2 •Q{ -A
No. 5 609
5-MATERIAL:ALL EX`rRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-TG OR AS NOTED. *, ,*
3 TYPICAL SECTIONS A.B 1.B2,53,134 WITH ANCHORAGE TABLES yt
G-FA5TENER5:A55EMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of
4 TYPICAL 5ECTION5 B 4 C WITH ANCHORAGE TABLES -O�; STAT F i 4V
DRAWINGS.IN5TALLAT}ON AND LOADS AS PEKTHI5 APPROVAL. _ 0,%
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D.E 4 GH ANCHORAGE TABLES �•'. /ONAI. ��;�'°
�r - s
TO VERIFY THE FOLLOWING: G TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES ,YH••••�.•°"���
7.1-THE STABILITY OF THC STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PRCER _ JUL H O 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECT10N5J'
' -
REQUIREMENTS.DE51GNED PRESSURES ETC. E gmeer Seal
7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS'L° Pedro De Figueiredo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN 65ED 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 INCREASEPRODUCT RGvISP:D
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS'N°
as co*ying with tltc Florida
Aulldinpoodc
11 BILL OF MATERIAL5,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AooelNWxo No -oS 3,03
t3�i ion Uata o )L�
U5ER IN5TRUCTION5: 12 COMPONENTS py
M' U duel Contro
1-DETERMINE PROJECT DE51GN WIND LOAD PRE5SURE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X"DETAIL5
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
5CAUE: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 SHEETS 3,4,5 4,G.5ECTION5 ARE INTERCHANGEABLE.
5hEET DRAWING N:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-14G
PRE55URE FROM GENERAL NOTES 4
MANUPAC.TURER;
JUST SHUTTER IT INC
cTABLE-P=z-- f-A-BL-n-A68 1341 SW TS5.MACEDO BLVD
FOKT.LUCIE
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #1 4#I B BLADES FLORIDA 34983
5HUTTEP,5FAN X PRESSURE SHUTTER SPAN X PRESSUREt00' Tel,:(772)201-9919
rsw -BtA Faxt(772)G73-0585
BLADE SPAN PRES5 Re(m) BLADE SPAN PRE55URE(P5F) whou , RE5
INCHES P05 1 MEG INCHES -PU5-- I i wwmi.UST5Hun-mTxOm
GO 160 -TGO -FG—O -TO-- INT 1EXTERJOR
GG 158 158 GG 158 158
72 144 144 72 144 144 PRODUCT;
78 133 133 78 133 133 .1
84 124 124 54 124 124 INTERIORIEXTERJOR 68 SUPERNOVA
90 116 I I G 90 116 --T I—G COMBINATION
WKUDED ALUMINUM
.96 lob 108 9G 105 1 ALUMINUM/LEM BLADES ACCORDION 5tiUTTEP
MAD LARGE 4 5MALL
104 100 100 104 )Do 100 1 CeSCARDEARRANGCOMMNY
OM131WICONSA-5RCOUIRED
lob 93 93 (08 9a �13 I IMPACTED RATED
114 53 83 114 83 83 1 1H
120 75 75 120 75 75 INTERIO? EXTERIOR
12G Ga -7gE— 12G. Gb G5 ENGINEERING:
132 G2 G2. 132 , G I GI
135 57 - 57 j 38 53 53 EKIC0 INC. raalrc
4Z44—-48--- -52. 1 144 5 47 INTERIOR =FJOP 5595 ORANGE DR.PO I
150 -Wl——46' 1 150 38 42 1 B-\ IB-\ DAME, PL. 33314
IG2 30 --40— IG2 28 33 T.I.;(954)555-0304
ALl:Li!XANBLADr:5 tNGCO@AOL.COM
NOTES;
I-ACOOWO!(5HVM MADE MN(INCHM)FORAII CDNDMON�,
2-=55URE-DPCH WUD LOAD M) "',,u
3-UNM WrEWOLAMON 15 ACaffAUU!TOR DMIGN WIND LOA66 AND BLADe SPAR SCMall 0,
DE
IhTF.MOK I=FJOP
ot,
I................
4.9rYA A*NONCC,?mORErMFVW=*U5m
5-BLADE WqRStC,INSTAUA1100 5 MIOWtD FOR ALL MOUNTED OONDMON5 EN
TABLE 2 ,i No. 2609 Noll
MINIMUM 511UTTFR SEPARATION PROM GLAZING
STAT F
C::FLYEIpAIrELF-.ELF6jYMQArCR055--5F-CTI0N
0 R
GLAZING SEPARATION (INCHES)
7PP TRACK
BLADE TYPEBLADE
gjO
JUL 3 0 2015
ALUMINUM T 2 314' 3.125°
Engineer 5"1
ALL ELVIATION5
z
< IVAN 3"
RAMI DADE APPROVAL*
Pedro da PigoeNedo-PE 52G09
<=30 ELEVATION M. N I MODUCr REVISM)
as con,14yingwith the Florid.
>33D buil4ilwCado
i-0o
NOTES:
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%RND,5WACt,TO THE INNER 1,405T OLAM OR LOM SWAM Say
StAAKATION WAffUCAMC FM j;e 1fVi1L-0*WARDAtjV
MIAMI-DARE COUNT=.
D wmi Bm IDI'm Or VLADr!t`ThC3
5"ALLAPPM
DAIE;0410712015
5CA��:NA-rpmr
283,84 BI]TTQM TRACK
.1
C.8"FiaG.1 am DESIGN m
C,I)',IE ml
SHUTTER WIDTH (SW>_
NO LIMITATION SHEET DRAWING#:
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A,51,132,53,154
AND ANCHOR 5CHEDULE - -i 1/1B JUST SHUTTER IT IN(;
1/4-14X1' G95 SDS OR W, #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢d AT 12' OC 13415W 5.MACEDO BLVD
13UILT-0111 ON ANGLE SPACED AT 12'OC PORT 5j.LUCIE
HEADER OR SILL t6
OPTIONAL FLORIDA 34983
2,2A—\ ]1 rrao SECTION B4 el.:(772)201-99 19
I.-
6 ADJU5TABLE TRACK Fax:(772)G73-0580
m L ON REVERSE ANGLE V,AVW.JUST5HUTTERIT.COM
m EMBED. W SILL ONLY
rmo w ca 6A w U ANCHORS DESIGNED PRODUCT:
ce
T N AS PER SECT ION B4
T ANCHORS DESIGNED = 30 t;; W F ON TABLE HELDW
_ I �Q AS PER SECTION A c SUPERNOVA
I D
Z N TABLE BELOW EXTRUDED ALUMINUM
ACCORDION 5HLITTER
= v¢°i .� 1(4-14X11'GR5'SDS OR v 'LARGE 65MALL "
1/420X3/4' PHMS W/NUT '` IMPACTED RATED
w ¢ SPACED AT 5'OC _ EMBED.
SECTION 51
_ "A°TRACK ON
rn 1/1 B REVERSE ANGLE
ENGINEERING:
SILL ONLY I ENC�„CO INC.Cl= T_ . . E. CA 8116
1 I <+ /1 B 5595 ORANGE DR,201
I 1 w ANCHORS DESIGNED SECTION B3 DAVIE. FL. 33314
AS PER SECTION B1 .#10X3/4• TEKS ADjpSTABLE ON Tgt.:(954)585-0304
q _ .-.,_... ..--- 11--r_..
LE,NTABLE-'BE�:OW :-:-....;. .... .. jA -46
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w No. 2609
STA IF 10 EMBED,---I •� F( OP.,•° a. �•�,
,p
a �.,••-w ANCHORS DESIGNED '` I�'s`r�ONAL ��it
m 1/1B �'� AS PER SECTION B2 1/4=,,14X1' GR5 SDS OR "�...n.......
= Iw 16 '� �a ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
W OPTIONAL wa SPACED AT 5.0C JUL 30 2015
y �m MAX. BLADE SPAN IN INCHES E9meer5eal
Pedro De Fi ueireciD-PE 52609
1
4 11 :i EMBED. -� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE MIAMIDADEAPPROVAL:
BASED ON SPACING IN INCHES ON CENTER
1/4-14X1' GR5 SDS OR SECTION B2 ANCHBRAGE SPACING 162 132 108 84 60 OOUCTRBV15eD
de
1/4-20X1/R- HHMS W/NUT 'A-TRACKON 5 E E1 E EI E EL E E1 E E1 19 complying with the Florida
SPACED AT 12'OC 5TO ANGLE 14 40 31 62 38 93 46 124 60 160 84 BAccfpl!g w m
SILL ONLY SECTIONS 12 40 3 62 44 93 54 160 70 160198 A p lion Dat/ - +,IT
A.B1,B2 8 40 40 62 62 93 81 124 105 160 146 ' (pD Dote 0��19
MAX. BLADE SPAN IN INCHES B3,B4 6 4040 62 62 93 93 124 124 160 160 Aye
4 40 40 62 62 93 93 124 124 160 160 Dad oc Cun ro
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) B A 5 E D ON SPACING IN INCH E5 ON C_'E.NTER
ANCHORAGE SPACING DALE.:NA
A Al B Bl IC ID A AI B BI C D A AI B B1 C D A Al B B1 C D A Al B Bl C D DE51M BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107
SECTIONS 12 40_1-- 40 40 40 40 62 21 62 57- 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1 92 8 40 26 40 40 `40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 1241124 160 71 160 L60 160 160
B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 1 0 160 160 3 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS 5 AND C JUST SHUTTER IT INc
AND ANCHOR 5CHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS;11ESIGNED Tel.:(772)201-9919
AS PER SECTION C Pax:(772)673-0588
ON TABLE BELOW NAVWJU5T5HU7TERIT.COM
•
313A �.
= Q�c PRODUCT:
1/1B5UPERNOVA
wt•Iaoit I EXTRUDED ALUMINUM
ACCORDION 5HUTTER
F- p= - _r'w -xr: .LARGE F SMALL
OP7fONAL IMPACTED RATED
ANCHORS DESIGNED y
AS PER SECTION Dz I/1H
ON TABLE WLOW i a r"•"=SECTION,-
- WI-W0 _ ALLN_j ENGINEERING:
F ¢ TRACK uri?bR OR
3A
mu DER ENG.CO INC. ,,--,,
SECTION 13 = HSILL 5y95 ORANGE OF.201
BUILT-0Ur ON 7 N 1/IB DAVIE• FL. 33314
REVE95E ANGLE EMBED.--� TGF.:(954)585-0304 _
HEADER OR 5ILL .._.. x' _.._.... .... �."•``":. _._. ..._.. _.. .. _.. - '-- ENGCO@AOLCOM ..
._.- .._ - .. _. S .._. ._. _ fpm . •' :.
'� :` 11111/II/11IIII iii
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SPACED AT 12'11C
No. 2609
i ANCHORS DESIGNED *F 1
AS PER SECTION C'
ON TABLE BELOW '
C!�
...''css�ONAI.
MAX. BLADE SPAN 1N INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR'TYPE MAXIMUM ANCHORAGE FRE59URE (PS F) 13A5ED ON 5 P A C I N G IN INjAA
E5 ON C%ENTER JUL 802015
ANCHORAGE SPACING 162 132 108 Engineer Seal
� `8Aµ 60 Pedro De Figuuredo-PE 52609
n _ A Al B BI C D A Al B Hi C D GA+ Al B Bl.. C D !,i Ail B B1 C D AI B B1. C D�14f40 -- 40 40 '40 4D 62 IS 62 49 62 49 81+ 22 86 60 1 60 404 2- 110 7 104 77 40 l55 1 B 146 107SECTIO SV 12 40 -- 40 40 40 40 62 21 62 57 62 57 07 26 93 70 87 70 11 34. 119 90 112 69 47 160 126 157 125 MIAMI DADE APPROVAL:
8&C $3 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 :Sf' 124 111 124 111 71 160 1 6 160 155 PI1oDOC1 ttBVFSGD
6 40 35 40 40 40 40 62 43 62 62 :62 62 93 52 93 93 93 93 124 67 124 124 124 124 94 160 160 160 160 n441yingeiththeFlorida
enda
40 40 40 40 '40 4062 62 62 62 62 62 93 76 93 93 93 93 124 98 124 129 124 124 137 160 160 160 160 mp°anDeNa 0513.03
tion Uuloo Zp�e
(Ad/ MAX. BLADE SPAN IN INCHES By /
MimplD ucLQmtrol
' SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 32 108 1 84 1 60 DATE:04/07/2015
s E E1 E E1 E E1 E I E1 I E I El 5CALE:NA
14 40 31 62 38 87 46 112160 1157184 DE516N BY:PPMF
SECTIONS12 40 36 6' 44 93 54 121170 116U198
8&C 6 40 40 62 62 93 77 124 99 160 13B
6 40 40 62 62 93 88 124 113 160 158
4 40 40 62 62 93 84 124110811691151 SHEET DRAWING N:
46F 13 15-14G
MANUPArTUREF:
ANCHORS DESIGNED TYPICAL SECTIONS D,E GH ANCHORS DESIGNED
JUST SHUTTER IT INC
AS PER SECTION pp AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BEN Fwm ON TABLE BELOW 1341 5V/ 5.MACEDO BLVD
PORT 5T.LUCIE
EDGE (ED) EDGE FLORIDA 34983
DISTANCE DISTANCE Tel.:(772)201-9919
ED. Eo. Fax:(772)673-0588
6A WWW.JIJ5T5HUTTERIT.COM
-a' — y/LEG
TRIMMED
m 2,2A ^I .
#10X3/4' TEKS 6A
N/LEG PRODUCT:
- AT 12' DC tT/R MMED
SECTION
W I I INSfTMOUNTW/ SUPERNOVA
_
(ED) EDGE 2
TRACK 2 OR 2A DISTANCE EXTRUDED ALUMINUM
F w� HEADER OR SILL ACCORDIONE t SHULL
TTER
a a SECTION E w IMPACTED RATED
t=it m w I/I B ANGLE IN5ET MOUNT W L tffmI
_f 1 HEADER OR SILL - w •1/4-14X 3/4' TEKS
tl r c,c;,.•+..:;.. _ SPACED AT 12'OC
ENGINEERING:
-�a l = J SEGTIONGH ENGCO INC. CAD�I6
rn ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER SILL DAVIE, FL. 33314
c� AS w t."PER SECTION E I - Tel.:(954 585-0304
...._ __....... ..... __._.._ . .._ .... .__.. ..- .---... ON TABLE BELOW.. .- -�� i -- F, ... .._. — ENGCOQAOLCOM
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-I ONAL 0
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON )U� 8 2���
SHEET 11 FOR ANCHOR-TYPE
6BA
UM ANCHORAGE PRESSURE (PSE) BASED ON SPACING IN INCHES ON CENTER Engineer Seal
Seal
ANCHORAGE SPACING 132 108 84 60 162 132 108 84 60 Pedro De Rguemedo-PE 52609
ID I A 111 Ic D A I B IC ID A B C D A B C D s E E EE E
16 221 27 - 27 33 -- 20 34 40 20 24 43 52 25 31 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 81 97 48 57 12 37 45 55 7199
SECTION D 8 40 40 26 32 55 62 32 39 67 80 40 48 86 103 51 61 121 145 71 86 B 40 62 83 106 149 PRODUCPRBVISED
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 40 62 93 124 160 mootgglying.vlth thu F7Dnidn
4 40 40 40 40 .2 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BuildipgCodc
AcecpDlDect.c 5-05 .03
11 22 2 26 27 32 20 35 41 26 24 49 8 36 34 11 22 27 33 43 60 Fsxplre I m Dnte og q
9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30. 60 71 44 42 27 33 41 52 73 n
SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 BO 49 47 B 30 37 46 59 2 D oductContro
6 34 39 24 23 41 48 30 2B 50 59 36 35 65 76 47 44 91 l06 65 62 6 40 50 61 78 109
4 40 1 40 136 35 62 62 45 42 76 89 55 '2 97 114 70 10 1 136 160 98 193 4 40 52 64 82 115
12 -- -- -- -- =- 22 -- -- 23 27 -- -- U88110
22 20 41 46 30 28 12 -- 22 27 35 49 DATE:04/07/2015
9 20 24 - - 25 29 - 30 36 23 2129 27. 55 64 41 37 9 24 30 37 47 66 SCALE:NA
SECTION GN 8 23 27 - 28 33 21 19 34 40 25 2333 30 61 72 46 42 8 27 34 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 3143 40 B2 96 61 'S6 6 37 45 55 71 99
4 40 40 34 31 56 62 42 38 68 80 51 4765 160 123 144 91 84 4 381 47 1 57 1 74 103
SHEET DRAWING#:
5 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 G, F AND I
AND ANCHOR SCHEDULE —� JUST SHUTTER IT me
= 1341 SW 5.MACEDO BLVD
1/1B
w PORT ST.LUCIE
FLORIDA 34983
¢a I/1B ¢a SECTION I Tel.:(772)201-9919
H F y RECESS®MOUNT Fax:(772)C73-0588
r a SILL ONLY WW(V.JU5T5HUTTERIT.COM
u 010X3/4' TEKS y
m w AT 12' oc
rnm
IJ cmn PRODUCT:
F 5ECTION G P ANCHORS TYI`E
_ D ADJUSTABLE MOUNT A, B, C OR D
y SILL ONLY EDGE CLEARANCE{EC) SPACED AT 46'OC SUPERNOVA
�x I INTO CONCRETE-4'(3000 PSI CONCRETE) INTRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
INTO WOOD=2 IfP.Xu.vj A5jmA355) (EC) "GE CONDITIGNS FROM TABLE 1 ACCORDION MALLSHUTER
`ts I INTO METAL:2'(G06376N.UMARASTAA3G 9TH) CLEARM{CE `LARGE 4 SMALL
I i � IMPACTED RATED
(ED) EDGE a
DISTANCE
STANDARD LOCATION _2.j ALTERNATE LOCATION -
ANCHORS SPACED •.o ANCHORS SPACED ENGINEERING:
AS PER SECTION G A'/�
w AS PER SECTION G1 ENGCO INC. cAatts
ON TABLE BELON <.�(EEWED) w ON TABLE BELOW 5$95 ORANGE DR.201
s
DISTANCE -I 1/LB DAVIE, PL. 33314
.... _... -._.. ALTERNATE (ED) - v� ...._ _—. ._... a.._ _ -- ^` 5[GTION'F`" .- ---- -. .. _.... TeENGCOQAOL.COM 4.
r yTRAGK'INSET MOUNT
EDGE DISTANCE M a SILL ONLY
o � .D. EF/�UF�
w 1— ANCHORS DESIGNED
EN : --
AS PER SECTION F , :p
_ "v I ON TABLE BELON 3 N0. 2F)O9 ;
STA OFO
f�tyj
,+
(ED) ED.GE m JUL 8 0 1.015
DISTANCE w
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON Eomeer Seal
Pedro De R ueiredo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON 5 P A C I N G IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 KI32----a108 1 04 1 60 1 o8i 84 60 MIAMI DADE APPROVAL:
A B IC D A B C D A B C D A B C D A B C D s E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 2 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODU(ng%ithha
12 -- 22 -- -- 23 2 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 20 34 44 62 plying with the Flottidn
SECTIONG 6 28 33 20 20 35 41 24 24 42 50 30 29 54 64 30 38 76 90 53 53 8 34 42 51 66 92 ButCod`
Acaptaoce
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 5 50 102 120 71 70 6 40 56 68 88 123 fi:plautonDmo 0_ 17v f9
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 ]OS 4 40 59 72 93 130
16 28 34 15 21 35 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 68 95 Mit Dad odoG Control
SECTIONS 1"1.2. 38 40 20 27 A6 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 50 70 90 127
G1 O F` 6 40 40 30 40 62 62 37 50 B 93 45 62 109 124 58 79 153 160 81 111 8 40 62 93 124 1160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 40 62 93 1124 1160 DATE:04/07/2015
4 40 40 40 140 62 162 JG2 62 93 193 190 93 124 124 116.1.41 160 160 160 160 4 1 40 62 93 1124 110 SCALE:NA
DESIGN BY:PPMF
5HEET DRAWING#:
6 Of 13 15-146
MANUFACTURER:
rP�caa;r►o �zc�NAz -; JUST SHUTTER IT INC
JAMB�ANC3 t;tJRNER'SEG1`iOt�15'J"`�'
1341 5W 5.MACEDO BLVO
`S£PSE Al"ANT-� "CHAT - PORT 9S.LUCIE
_
' MIN. t3> ANCHpIZS FLORIDA 34883
NCHDRAGE`.TMQA1u—a 5E TION J TYPE A, B, C GR;D Tei.;(772}201-9919
IS,NCT'NECESSARY _ .JAMB GtdSURE 4' FRCMS ENDS =51CT110N Paz:(772)673-0588
~WALL MOUNT AND ONE A7 MIDBLE 4NNN✓,JU5T5t1UTTER4T.COM
w
TOP 1 A PRODUCT; -
X1 SDS Ut�wo
9 9A TOP ANNDD BOTTOM
TRACKS 5UPFRNOVA
IA
EXTRUDED ALUMINUM
It w ACCORDION ShUiTER
If N7' d .. LARGE 6 SMALL
it y r IMPACTED RATED
i
L
EN61Nt:ER�.I�NG+s/�ry^� INC.TOP & BOTTOM TRACKS cu f-NG O Ccaertc
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel,:(954)$85-0304
ENGCO@?A OL-COM ., ..
1
1 B iF,t}r�rrrrrYrrpgr�
E F49,
ANCHORS TYPE ,4 52609 °
A, B, CORD NOr a
SPACED AT 24'pc ,k * •
/fit r
W t > E
DISTANCE _ M1Q.t+' .,f10 tOP„ar'�1'�►`i.
•;+.�,;: ,+ ,��^" -JAtvt6"G108ClRJ:'"� - rrrr�NALrrr,,,ti•i
I;..• BUILT-dUT MOUNT
JUL 3 0 2015
21 OR II
#10X3/4' SS SMS OR Engsnear5eat
1A 3/16' POP RIVETS SECTION J3 Pedro DeFsgumredo-FE 526,09
w SPACED A7 ?4'DC
CORNER CLOSURE MIAMI DAVE APPROVAL:
a
a
}
jmVISED
td enAr'lying xcith the Florida
BuiMi»Btada
88Hyy IQnDato`�-aS/3.019
r �QttuouetConUa
N
DATE:0410712015
5CALEr NA
7 OR 7A DESIGN BY:PPMF
1 I t19) PUSH BUTTER LUCK
18 i. LOCATED ON ACCORDION
INTERIOR OR EXTERSVR SIDE
5t1EET DRAWING#:
7 OF 13 15-1 4G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT ING
HD LOCK 5ECTION5 L
134 I SW 5.MAGEDO BLVD
PORT 57.WCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W W W.JU5T5HUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM N
INSIDE OR OUTSIDE BY PLACING LOCK
IN51DE OR OUTSIDE A5 REQUIRED, o t LOCK BLADIOSECfION
y.-W 0. CLOSE POSITION PRODUCT:
¢ G
�¢
aW _ SUPERNOVA
0 w WRUDED ALUMINUM
ACCORDION SHUTTER
L J LARGE 4 SMALL
IMPACTED RATED
I zz "O"ll It ENGINEERING:
ENGCO INC.
1 1 5595 ORANGE DR 201
1B 1D DAVIE, FL. 33314
Tel.:(954)585-0304
.. ...._ ...-. . ..... .. .. .. - .. .. BA .. .. ENGCO@AOUCOM ...
8
65 ,ppm.......
DE
6 �r
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN O 52609 X,�'s
AND INSIDE .THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C ORD 4
SPACED AT 24'0C +' STA
�,:
ALTERNATEL I ' ,c�O 1 Op 11
LOCK MADE VAM 16.
SECTION L STARTER BLADE SECTION IA '-•-.,,/ ••••,•••M'•F.�,�t•
LOCK BLADE SECTION I ONAL
OPEN POSITION DiBENENf� '�•n...uu.r�r�l
.111! 8 0 7.U15
21 21 L...{ J En9meer Seal
4 4 -L, Pedro De n9vevedo-PE 52609
MIAMI DADE APPROVAL.11 ell 1A 11 1 •
N
A
PRODUCT BDVISrD
a u as oomoyind with the Vloridu
B,dtd(t*Cade
Lpeceptonce No 5�o .O$
PYpi on Dno O 1 9
BA B
BA-/ B AUam),p u. o...I
B 1J1B
DATE;04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1B EXTERIOR KEY OR THUMB TURN 1B
AND INSIDE THUMB TURN SHEET DRAWING It:
5 OF 13 15-146
INSTALLED ON SHAPE 8
MANUMTUPIMI
JUST SHUTTER IT INC
M
LOCKING PINS APPLICABLE 1341 5W S.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLORIDA 34963
LOCKING PINS
A
ONLY AT OPEN P
TO SECURE
E S C
SE R TA
Tey„(772)201-99 1 9
Fa*(772)G73-0588
-vu 7A www'iu HUTTERIT.COM
At PT5
NOTE:SHUTTER CAN 1 0 F
BE LOCI
LOCK PRODUCT:
N5 0 OR OUTSIDE BY ILAQ
:=DEE OR OUT51E)f AS REQUIRED. 7*A
--eC�BLADeSECTION
7A
SUPEKNOVA
-J;a vt Lam' 4 &MDED ALUMINUM
1 La ACCORDION SHUTTER
m
J
LARGE 4 WALL
IMPACTED RATED
ENGINEERING:
7 OR 7A 7 OR 7A EfNC-Z0 INC. cnartc
7 OR 7A 5§95 ORANGE OR.201
DAVIE. FL. 33314
To)_-(954)585-0304
1/4-20X3/4'i�JMB SCREV CNGCO@AOL.COM
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE I/4XI 1/2 PULL PIN to
it DE F
7 DRILL AND TRP.OPPOSITE INSIDE OR OUTSIDE BLADE TO RECEIVE SCREV *-
E tJV*"-,
7 OR 11 7 OR 7A
T-'l SCRE"
ON ACCORDION
'NT' EXTERIOR
SIDE
BPP.Sj'
S,7 7TA E
I;
(19) PUSH BOTTOM LOCK
LOCATED ON ACCORDION, No. 2609 \0
INTERIOR OR EXTERIUR SIDE
ALTERNATE SECTION M 1 '0 STA OF
LOCK BLADE
LCK5ECATMINSMTiON
STARTER MTC
1001%
AL
ANCHORS TYPE
A B C OR D JUL a 0 7015
7 OR 7A SPACED LD AT 24'13C
Engineer Seat
Pedro Oe re 52609
AT
7 OR 7A--, 1A ERDoMT MIAMI DADE APPROVAL
i -
CU PRODUCtREVISM)
m qua%plyingwiththe Floddo
Acceptanw No
MAW 7 OR 7A on Doe 0 oil
t TO
W"I """TT" 7
PUSH DUTTON LOCK
'jLlj.K
r . 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE.-04107/2015
SCALE:NA
MIGN BY:PPMF
SHEET ING#-
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS
STD LOCK 5ECTION5 N JUST SHUTTER IT ING
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel. (772)201-9919
Fax:(772)G73-0588
M
NOTE:5HUfTEP CAN BE LOCKED FROM WWW.JtJ5T5tlUTTEI?JT.COM
3y
R AN
N j:7 1 LO
51DF OROLIT51DE BY PLACING LOCK
'0
OUTSIDE
AS REQU ED.
INSIDE OR OUT51DE AS REQUIRED. SECTION N
z cu LOCK BLADE SECTION
E�I- CLOSE POSITION
0 1-W PRODUCT:
tea"
5LIPERNOVA
WFUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
cram I If-11 1 N,
ENGINEERING:
cu FNGC0 INC. c.A.,,,
I B 1 B 5595 ORANGE DR.201
22A DAVIE, FL. 33314
Tel.:(954)555-0304
22 FNGCO@AOL.COM'
'D
No.
ANCHORS TYPE
A B C OR D
SPACED �T 24'1313
ALTERNATE 5EffION N71
ON�N
:5E f R
L
SECTION
LOCK MADE WITH
C
LOCK. 'S'
�70.
LICI MADE SECTION
STARTER B=C SECTION
SIT ON
OPE�NI.51110N lA*
JUL 3 0 2015
Engvtear Seal
Pedro De Fupmmda-PE 52609
MIAMI DADE APPROVAL:
PROMMitVISED
81 I?rO -
PlYwg with the Florida
sai
:7 ldi*8,0�& —
22A Bf
22
22A IB 22B
DATE:04/07/2015
22 SCALE:NA
DESIGN BY:PPMr
7B� SH
6liEFT DRAWING#:
10 or 13 1'5-14G
MANUFACTURER:
c-TY
:M�CY, JUST SHUTTER IT iNe
OU OF MATERIAL5
13 1341 SW S.MACEDC,BLVD
ITEM DESCRIPTION MATERIAL MMUFACTURER PORT 5T,WCIE
12 13A -.1 BLADE.- I�QQTGALU MMM N.A.S�& FLORIDA 34983
0. IA ep BLADE 6063 T6 ALUMINUM NASA.6 0.19 Tel.:(772)201-9919
CPT 1 113 COMPOSITE BUNDI! 4OG_;T-TG I LtYAN N.A,!�,A. Fax:(772)G73-05W
I- N.AS�k
14 IC Ff ING STACK BLADE GOG3.1r.ALUMINUM Www,jU5T5tiUTTrR1T.COM
20 RACK- - - 3-'TG ALUMINUM
3 1 It fir WALL MOUNT TRACK 6063 T6 ALUMINUM N.X5.A.
16 1 G%VT-G ALUMINUM
_/ 3A OWAIL MOUNT TRACK 14T I B 4 1 W TRACK - COG_4-TG ALUMINUM -
5 RECESSED TRACK COG3-Tr.ALUMINUM N.A&A.. PRODUCT:
C ADJUSTABLE FEMALE TRACK 6063.76 ALUMINUM - N,A.S".A.
GA JUSPAP-LE N.A.S.A, SUH KNOVA
W/o U, GOGIXTG ALUMINUM N.&S,k
7 U" AIELOCK WRUDED ALUMINUM
U.:M
TE
7A ,w/LP 6063-TG ALUMINUM. WA.S.A, ACCORDION SHUTTER
D,14 & ft!)FEMALE LOCK DOME GOG3.TG ALUMINUM NA5,A. LARGE t SMALL
BA ?1D MALE LOCK BLADE 6063- ALUMINUM_ IMPACTED RATED
13-810X3'HH 85 HD ADAPTOR FILLER 6063.T6 ALUMINUM N.A.t%A.
BLADE SCREW 9 I'JAMV CL05URE ALUMINUM N.k!5.A.
410 5TAANV-';S STEEL 9A 0JAMB CLOSURE 60G3.TG ALUMINUM N.AS.A.
0 1/4-2X- LE G06 -TG ALUMINUM N.A.t�^_ ENGINEERING*
1 118-2x ANGLE GOG3-Tr.ALUMINUM N.A.S.&
19 1 WHEEL CARRIER STEW NYLON ENGCO.INC. .8116
13 #1 QXT hh BLADE 5CREM 410 STAINLESS STEEL N.A.S.A. 5595 ORANGE DR.201
SILT WI DXZ HIT!BLADE_5 4 10-STAJNLF55 5TM1. -N.A5.A.
t3A CREW - DAVIE, FL. 33314
14 O.-44'DIAM,FLAT WA5MM 5TAINLE55,STEEL
15 0.4G'0xO.93'0U5t1I_ MON Tel.:(954)585-0304
(C OAG'O x 0.95MIELL BUSHING NYLON N.A.5.A. eNGCO@AOL.COM
14 1IS PU51i.01MOM LOCK
ig 114 20 , IgNW EEL SPACER NYLON
4) 1
�GGG3 T5 ALUMINUM WAS.A.
�,'l�_l 5%IX4 lr�3-G=,
21, X2
BLADE
15 Q.14 22� ALUMINUM N.&S.k
22A WA.S.X
13 13A-#11 0XrM
IGA
-11.ALUMINUM W&S.A.
BLADE SCREW 2215 5TD LOCK KBMK GUG5
4)0 5TAINLF55 STEEL No.-52609
0.500 0.4 0 STATE OF fffi
0. IL 3W
OR I
Wo Ali
0,390. p a 44 0,03
"T:4 T C5 C5 C3 Jul- 3 0 2015
0,310 T 14-0.03*X 0.44'0 fol,neer 5wl
STAINLESS STEEL Pedro Da I"I'3ue'redo,-PE 52609
C3 6 FLAT WA5liER 19AN C�KOK_5(:;f RE 0_WT__
I G-AV 0 X.65' 15-.,IW 0 X93' 7WE_ DESCRIPTION EM15 E.D_ MIAMI RADE APPROVAL:
0.50 NYLON VMra 5te"NG NYLON 5U5tiTNG A- 151 CONCRETE 1.75 4�3�0- PRODUC17ROVIISED
20-1/2-0 X 0.36' 1/4,ELCO ULTRACON INTO 2700 MI CONCRETE 1.75 2's w complying withft FlmWa
NYLON WHEEL -TTF-tTwTANc_5N.1NT0 CO Sull4ir,447ad.
SPACER _NCRETJf BLOCK 1.25 :7 :3aoceptmallo a51 0;
IW rt-CO ULTRACON INTO CONCRETE BLOCK t.25 - 2;5 11
B 114-20X I ALL POINTS SOLID-SET INTO 3.0 KSI CON C_Pug0.1575 3.0
51 1/4-20)(1 ALL PO NT5 501.10-SET INTO CONCRIJE M=_.,. 0.875 3,0
I ' OOD LAG SCREW INTO 55 MOOD 1.50 1.0
I P-WHEEL CARRIER 114'-14 5eir DRILLING SCREWS INTO 1/8'STEEL OR ALUMINUM --- 0.75
STAMPED 55 WITH e 1/4'CRETE-FLEX 554 INTO 3000 MI CONCRETE 1.75 �O
NYLON WHEELS El 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 F51) 1.25 1"- O DATE:04107/2015
09" SCAM NA
RX0. M WOC 016TA=MAIL BE DEVOW WALL DRESSING Df5irN By..rPMF
tME10,413MMUIT IMAM DE 55VQ WAIL DRESSWO
1/4*TAFCON,IM*01M-rUX 814 WOW SCRM C*I BE USED IN REPLACE Of I/4'LAG 5CRf"
d
t-"1.24--IT SHEET DRAWING#:
I I OF 13 IS-146
MAPUPACTUREK*
SHUTTER COMPONENT5
56 1 -3.92 JUST SHUTTER IT iNc
4.54 -4,08 -3�23 0.46 1341 5W 5.MACEDO MVD
4.�0181 ,. -1 --�-�9 a 6t PORT ST.LUCIE
I.cu
Ik 6 4. ig FLORIDA 34963
1 0.97 -9919
0 1,5 Tel.;(7T2)201-9919
ofax:Fax:(772)673-0588
1. WWW-11.115T511LETTERITZOM
10-COMPOSITE 2.0448
ALUMINUM/LWN BLADE
I--O-,o5KA,C,CORDION.BLADE It))- LL n 7A-UNIMATE W/UP
-r LOM POLYCARBONATE APPROVED
BtADE
.7 477 t AS PER NCA 13-0717.01 LOCKING BLADES, 0.41
- XL102W PRODUCT:
I A;r6f/FTFk
2�31 5UPERNOVA
a 51 2,31 UTMUDED ALUMINUM
1511 0
4,61 1.83 w N m
--1 1.77--fj 1.56 .4 -: 6 ACCORCION1,5111"nR
Q.4.08-- MALL
IMPACTED RATED
as
TT; 85-ADAPTOR rILLUK
L 4
4? USE WITH 8 AND 8A
LOATING STACK BLADE 711-61 rul m ENGINEEPJNG,
1.9
I C�0.05.Of 0.d7 LRG d
2-INSET TRACK W1 RG OPTIONAL ItL I*" .0 NGCO INC.
• HEADER/BILL MOUNT ZI= -0.64- 5595 ORANGE DR.20I
�- -9 DAVIV, FL. 33314
a 13 2.1-11,15tTTRACKWORG BA-MALE HD 0, 0.60 TeI,:(954)585-0304
ALTERNATE CAU( HEADER/SILL MOUNT &'FEMALE HD LOCKING BLADE eNGCO@AOL.COM
END RECEPTOR LOCFJNG BLADE
AM ICADUE TO 3.8
TRACKS 3,11 0 Q4 n F5-jR1C.r55(fQT K reaE•fi�J��
.0
SL. U
.4 VA AND 30L I
-1 0,to
p-
c5i 4
cl
0 to 0,77
No. 2600
'a
2.83 C5
a 79
STA
6DO
.0, 1
9 o OPTIONAL SET.NO JAMB CLOSURE
0
3A-T OUILO-OUT TRACK D.
0. -cs
C5 HeADER/510.MOUNT
ho A sA.I-rio TRACK.wo 22B.I.Ocr axptp IN" JUL 3 0 2015
OR IKT
.so -ja 61 RAIN GUARD n) 22-remALz BID 22A-MALE 510-A ?�
0.37 LOCKING BLADE LOCKING BLADE
RG !S1redra De P,,3vewcda-PE 52609
a-V//y_BUILT-OUT-TRACKf OPTIONAL 0
HEADER!
4,MWNT� 3.70MIAMI DADE APPROVAL:
0.185 3.1-V#k BO TRAM W/O 0 5 SA-2-JAMB CL05VRE
RAN GUARD(RG) -1.43- 2.07 _4 PROI)UCrRCVfSCO
1.91 09 as y vidillho ritb
0.86 a 06 oul Ina, a
Alo.sit,- --1 -1-* A Exp. NO 13.07
T T--
aw By
law"
D,as
z
7-1 - I --. ! I T 'I fit G'THICK ANGLES
0.61 ci C5 C)C) 01.3-TS ALUMINUM ALLOY ar"I uct Contra
0i vi IDE CL05URE USE ONLY
�3.
vs
0.75
I),oi- DATE:04/07/20 15
Li M 07=21�23al 5CALfi NA
C�j- -i I I - DESIGN BY-,PFMF
T rAl ArUU5TABLE MAZ
7
O.915 L 13 hG-ADJU5TAM HEADER/FEMALE HEADSILL MOUNT -2.0---�
3.37--- HEADER/SILL MOUNT i 511EFT DRAWING
4-'A*TRACK--- I-`Iuw TFRcK-ANGLE5 JO-)MTHICKANGLE5 I' OR 1.5'� 12 Of' 13
5111MOUNT4Y�'�. 15-146
1-9--Tpo t--GOC34G:ALUMIkUM ALLOY 6063-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD
BETWEEN WOOD TRU55ES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WW W.JU5T5HUTTERIT.COM
0.63 0.62
1.25-��L 25—{—L 25 5.00 I
�L-
(4 PER RAFTER) T a PRODUCT:
ci
1/4'X 2 1/4 FH TAPCDNS I SUPERNOVA
WITH 2' MINIMUM 1/4°XS'G6G3 TG ALUMINUM PLATE
PENETRATION INTO WOOD ACCORDIOED N
5HUNUM
' ACCORDION SHUTTER
LARGE 4 SMALL
'
5.00 IMPACTED RATED
1/4'X5' OR I/0-X5' 6063-T6 dT ENGINEERING:
me2,2 ALUMINUM PLATE SECURED TO
T :1RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE 0 ENGCO INC. CN 9116
SEE TABLE BELOW FOR SHUTTER ni
;_ SPAN g PRESSURE 1/4'X2'15°0003-TG ALUMINUM ANGLE 55,95 ORANGE DR.201
DAVIE, FL. 33314
1/4'-14X 2' SELF DRILLING SCREWS Tel.:(954)585-0304
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�N ANCHOR TYPED FOR ANCHOR SPACING 'ttt„r,rrrrrr„r��,
1/1B , 'E F/G
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c3-F1/&X5 GOG3-TG ALUMINUM PLATE
ALLOWABLE DESIGNED PRESSURES ALLOWABLE pE51GNED PRESSURES •.;•S� �G�,,r,
FOR 5ECTION X WITH 114'ALUMINUM PLATE FOR5ECTION X WITH 1/8'ALUMINUM PLATE ''•r,,,,,,,,,,.tr''
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED ��5.00�
SPAN PPE55URE 5 5PAN PRE55URE(PSF I JUL 3201
IN BLADE I BLADE I B (IN) BLADE I BLADE 113 Engineer Seal
GO ±159 159 60 ±99 X99 Pedro De Figue,redo-PE 52609
72 +132 +132 72 ±82 ±82 ALTERNATE TO PLATE 0
84 ±1 13 -+-1 13 84 ±71 ±71 1/8"X2.15'GOG3-TG ALUMINUM ANGLE 0
ni MIAMI DADS APPROVAL:
90 ±IOG ±IOG 90 ±66 ±GG
108 ± 88 ± 88 108 ±55 ±55 I PR(MCTRBVISED
126 ± 68 ± G8 12G ±47 ±47 —`- as co*yingwith the Florida
WW
132 ± 62 ± GI 132 ±45 ±45 ABWoaeofarteCode
) - l3.ts3
44 t48,-52 1+451-47 144 1 ±41 ±41 Pip' , Dat o/9
162 +30,-40-7+28,-33 162 ±30 +28,-30
ey
Dada ucl Contro
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
I
5HEET DRAWING#:
13 OF 13 15-14G