HomeMy WebLinkAboutProduct Approval M�IAM�I•DADE ML&MI-DADE COUNTY
L'I:I:i11N 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
OF.ACCEPTANCE(NOA) wmv.roinmidade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade,County RER Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No.15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 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]ago,city,state,the
following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
MtaMl•UDE couNTY NOA No.15-0513.03
A 11/2 "'..Ez�rat�on Date
Approval Date:' 8(Z7/2015 i-
08/Z7/'�1S 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 I through 11 of ll,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 tinder 14-0155.
C. CALCULATIONS
1. See Association's generic approval tinder 14-0155.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01,2014 certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It,Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155,signed by Mr.Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01,2014 signed by
Mr.Samuel Zaza,
3. Letter by Engco Inc.,dated June 26,2014,signed and sealed by Mr.Pedro De
Figuriredo,P.E., 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 ExtrudedAluminum Accordion Shutter
sheets]through 13 of 13,prepared by Engco,Inc., dated Apri107, 2015,signed
and sealed by Pedro De Figueiredo,P.E., on July 30,2015.
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval tinder 15-0629.
C. CALCULATIONS
1. See Association's generic approval tinder 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 tinder 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.
H4H f(iiy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
HOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
p ` / MANUFACIDRER:
JUST SHUTTER IT INC
EXTRUDED ALUMINUM ACCORDION Sf 1UTTER 1341 SW 5.MACEDO BLVD
PORT ST.LUCIE
DA
LARGE MISSILE IMPACT RESISTANT Tell..:(7772)4983 2011--9919
Fax:(772)673-0588
WWW.JL15TShUTTVRJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVt1Z
I-DEFTNTEION:THIS PRODUCT iS AN ACCORDION TYPE SHUTTER;DESIGNEE,CONSTRUCTED AND PRODUCT:
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL M1551LE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRF55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING:
ENGCO INC. CAt 1t6
'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER DAVIE, FL- 33344
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED, Tel.:(954)585-0304
SHEET- DESCIUPTION' ..' _. __ ._. .-.- ENGCO@AOL.COM ...
4-LOADS:DESIGNED LOAD CALCULATED BASED ON Tile A5CE 7-10 AND PROVIDED-BYA
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED
1 TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS '''r'�t�prx""••..,�
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE 00 DENF/
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, I A AND GLA55 p��„4 L .......C .
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6065-TG OR AS NOTED.
No.S GOJ
3 TYPICAL SECTIONS A.B 1,02,B3,54 WITH ANCHORAGE TABLES k F L
7�
6-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 B 4 C WITH ANCHORAGE TABLES : STAT 1 F #
R fe
7-USE:IT SHALL BE THE RE5PON5(BtLLTY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES �0'��''-.,[OR
TO VERJPY THE FOLLOWING:
7.t-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER 6 TYPICAL 5ECTIONS F.G 41 WITH ANCHORAGE TABLES
ANCHORAGE. JUL 3 0 2815
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS'X
REQUIREMENTS,DESIGNED PRESSURES ETC. Engineer Seal
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE 5ECRON5*1' Pedro De Ftgv—edo-PE 52GO9
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNWATE SECTIONS"M' MIAMI DADS APPROVAL:
FOR TH15 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WINE)LOAD HAVE BEEN USED. t0 STANDARD LOCK SECTIONS 4d' PRODUC,TRGVISED
rs complying with Ilio plorid:t
It BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Bn3ldi.0c do
Acapinncc No O51-T.03
rte' tonpalc o IQ
USER INSTRUCTIONS: 12 COMPONENTS �
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 7t°DETAILS
M' D duct Contto
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE55URE ON TABLE I OR TABLE I A.
DATE:04/07/2015
3 VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE:NA
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED A5 DESIGN BY:PPMF
PER 5HELTS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN SHEET DRAWING N:
PRESSURE FROM GENERAL NOTES 4 1 OF 13 15-14G
MANUFACTURER:
JUST SHUTTER IT INC
TABLE I A INTERIOR-/,FXTM�QR6g 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #14#I B BLADES '�•' B PORT ST.LUCIE
5HUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 1--\ 100'1-\ FLORIDA 3 201-9919 3
BLADE 5PAN PRESSURE(P5F) BLADE SPAN PRE55URE(PSF) rim ALL ALUMIN{M't3UiDE5< Fax:(772)573-0588
/ _.
WWW.JU575HUTTERIT.COM
INCHE5 P NEG INCHES P05 NEG
GO IGO IGO GO IGO IGO
GG 158 158 GG 158 158 INTERfORTP�CfERIOR—" =
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR EXTERIOR 5 SUPERNOVA
90 1 )I G I I G 1 90IIG IIG 1 ) COMBINATION EXTRUDED ALUMINUM
96 108 108 96 108 105 1� ALUMINUM/LEXAN BLADEXTRUDED104 100 100 104 100 100 rm 100' ACCORDION
SMALLttEK
BLADES CN+BE ARRAI+GED IN MAIN
108 93 93 108 93 93 LB lE COMBINAliONS as REomReD IMPACTED RATED
114 83 83 114 83 83
120 75 75 120 75 75 INTERIOR/EXTERIOR
12G G8 G8 126 G8 GS
132 G2 G2 132 GI GI
ENGINEERING:
138 57 57 138 53 53 ENGCO INC. aanG
F 1_4'9-"�'-^--48--= "'52•.x•� 144 45 47 INTERIOR/EXTERIOR -
_ _ 5595 ORANGE DR.201
150 41— 48 150 38 42 IB--\ IB IE—� DAVIE. PL. 33314
I G2 30 40 1 1 G2 28 33 Tel.:(954)585-0304
..... .. ._.. _._._.... __ _ .. -. ..--.Nm
ALL-LEXAN BLADES _. - ENGCO@AOL.COM
NOTES:.......
I-ACCORDIOII 5HUTTER BLADE SPAN BIICHES)FOR NI CONDITIONS 1 B 1 B ............
2-P "URa-DESIGN V4110 LOAD(PSF) '
3-L+NEAK orfEAPOLATIOI+IS ACCEPrAmr FOR OM.GN WIND LOADS AND BLADE SPAN BEIWEDI �•��`
TABulATal.vAWEs. INTERIOR/EXTERIOR
4-U5E TA13E I A mm otic OR Mone TYPO 10 BLADE IS USED ,,'�o��f \„.ENB �/•
5-BLADE REVCRSED INSTALLATION 5 AILOINED FOR ALL M.OUMFD CONDITIO.Y5 �7
TABLE 2 No. 2609
MINIMUM SHUTTER 5EPAKATION FROM GLAZING
TYPJCAL-ELEVATIOFI �TYEICAIrCROSS=SECTION �0 STAT F f��,:
A,B,C,D,E,GH X GLAZING SEPARATION (INCHES)
TOP TRACK BLADE TYPEr
DE SPAN •I�ss��NAL���a����
r JUL 3 0 2015
ALUMINUM 2 3/4' 3.125”
Q ro ' cuss ALL ELEVATIONS Engmeer Seal
ttrAw+Ia" Pedro De Plguelredo-PE 52609
I- < LEXAN 3" 3"
C3 O. MIAMI DADE APPROVAL:
r/) L, M N ' <=30'ELEVATION
PRODUCT'REVISED
U A a LEXAN 2 I!8' 3" 3" w complying WWI the Florida
a ¢ w >30 ELEVATION
� J (ding Code
r � AottptmleclQo 5_0513.03
NOTES: llxPi ronlYvlcO o1Q
I.5EPARATION FROM GLAZING AREAS SHALL BE MCA5URED FROM
TW- GIAZIY.G SURFACE TO 01E.DINER MOST BLADE.OR,LOCK 5WACE• BY (✓�•
I.-
� C.2..CLASf38Ci'ARATIOH19"FPIVCABILPER THE HVH2(aROWAP�J'.PND IDNd ndatt COnlfol
N 7i i MIAMI-DADE COUNTIEW.
3-WHET+SHUTTER IS A55CMBIED WALL BOTH 717'ES OF BIADP57HE
LARGEST GN55 SEPPRATIOtI SHALL APPLY.
DATE:04/07/2015
A,B,B1,B2,B3,84 BOTTOM TRACK SCALE:NA
C,D,E F G,I,GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
5HEET DRAWING#:
2 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS A.B 1,B2,B3,134
AND ANCHOR 5CHEDLILE — —f I/IB JUST SHUTTER IT INC
1/4-14X1' GRS SDS OR a z 1110X3/4' TEKS
5ECTION A 1/4-20X1/2' HHMS W/NUT a:a AT l2' OC 1341 5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w'^ PORT 5T.LUCIE
HEADER OR SILL 16
opTlq,lnL FLORIDA 34983
2 2A 11 oxm SECTION 04 Tel.:(772)201-9919
_ I 6 ADJUSTABLE TRACK Fax:(772)673-0588
ON REVERSE ANGLE WWW.JU5T5HUTrCRIT.COM
EMBED. Ld ! 511-L ONLY
^ w Ns ANCHORS DESIGNED
�"m W 6A PE.111�AS PER SECTION B4 PRODUCT:
ANCHORS DESIGNED = ON TAHLE BELOW
AS PER SECTION A 5UPERNOVA
EXTRUDED ALUMINUM
1/1B ON TABLE BELOWV7 ¢ ACCORDION SHUTTER
w a 1/4-14X1'-GR5'SDS OR
1/4-20X3/4' PHMS W/NUT LARGE 4 SMALL
SPACED AT 5'OC IMPACTED RATED
SECTION—61
_ 'A'TRACK ON
w 1/1B REVERSE ANGLE _ ENGINEERING:
51Ll ONLY I ENGCO INC. CAB116
CAD `✓.:.i•L';.;�:. Z
' ¢ 1/1 B 5595 ORANGE DR.201
I j; sw' ANCHORS DESIGNED H ,� SECTION B3 - DAVIT!, FL. 3331 4
AS PER SECTION B1
?, W 1110X3/4' TEKS Tel.:V !, FL. 3314
w . . .. ADJUSTABLE ON
4 - -- I 1--t a ON--TADLE-BELOW .- a - AT'12' OC - - ENGCO(dJAOLCOM
..H STD.ANGLE
a w SILL ONLY
�,.�-� DE F/G
1/4-14X1' GRS SDS OR `; a (w I 6 i- ww ANCHORS DESIGNED ,gyp �(.'�.�
1/4-20X1/2' HHMS N/NUT w z ow AS PER SECTION 23 ,�.�j� �C NS"'
EMBED. t- 1 s• �+a ON TABLE BELOW
Rte``-�
SPACED AT 12'OC r, J' = A N
.t No. 2609 i =
-� 6A 7 '� STA IF r/tV.
vaa. 9 10 s EMBED.—� ��_�'t�Z,,F�0 R OQ'..•'`���J�•
Q o F ,` ANCHORS DESIGNED �Fss�ONAL
w a J�/ `.i W� AS PER SECTION B2 1/4-14X1' GRS SDS OR ''••.•.�i�.u"''��
= w 16 F ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
Ld �_ tIPT1w� SPACED AT 5'BC JUL ij 0 2015
a
chm
_ MAX. BLADE SPAN IN INCHES Pcdro De Rguarcdo-PE 52609
q11 ; EMBED.---I SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5n
MIAMI DADS APPROVAL:
^ BASED ON SPACING IN INCHES ON CENTER
t
1/4-14X1' GR5 SDS OR SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 VRODUCfREVISED
1/4-20X1/2' HHMS W/NUTILK, 'A TRACK ON s E E1 E E1 E E1 E EI E E] &d1 VI�aQ`'ilh the Flwidd
SPACED AT 12'OC 5TDANGLE 14 40 31 62 38 93 46 124 60 160 84 A
SILL ONLY SECTIONS 12 40n462
62 44 93 54 160 70 160 98 aeptancc No 1 - S/3.o3
A,61,B2 8 4062 62 93 81 124 105 160 146 xpi tion Uate o �j9
MAX. BLADE SPAN IN INCHES 63,B4 6 4062 62 93 93 124 124 160 160 Munn pad uc Cunvo
4 40 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II 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
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA A AI B BI C ll A Al B H1 C D A Al B B1 C D A Al B H1 C D A Al B 10811601107.
C D DESIGN 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 -- 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,61,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
83,84 6 40 35 40 4U 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 SHEEP DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUPACTURER: -
TYPICAL 5ECTION5 13 AND C JUST SHUTTER IT INC
AND ANCHOR 5CHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
' FLORIDA 34983
'F Tel.:(772)201-9919
ANCHORS DESIGNED Fax:(772)G73-0588
AS PER SECTION C WWWJU5T5HUTTERIT.COM
ON TABLE BELOW
i $ 3,3A
t- a z yj { PRODUCT:
as a
I/IB �0 5UPERNOVA
I- EXTRUDED ALUMINUM
w
Mw LLIJl' - ACCORDION SHUTTEP.
.LARGESMALL
�_ � _ = OPTIENAL IMPACTED RATED
w ANCHORS DESIGNED
AS PER SECTION D z 1/1B
2,2A 11 4EMBED.,
N TABLE BELOW z a - SECTION C--_
__WTTENGINEERING:
F ¢ TRACK3 OR 3AENGCO INC. cneitc
SECTION 13 HEADER OR 5ILL= t° 5595 ORANGE DR.201
BULT-OUTON "s� DAVIE, PL. 33314
REVEANGLE .- . ,,..,,,:,i,.;• Tel.: 954)585-0304
�..:-
HEADERORSILL -,.. e+ ._. ..._.. .. _ ... _ _.. .. _.. .... ENGCOQAOLCOM ..
- 1/4-14X1' GR5 SDS OR '�+ ����,'•���""" /GUFj�''.
1/4-20X1/2' HHMS W/NUTCENf"'•••.•
SPACED AT 12.00 N Ilk %
No. 26090
7— ANCHURS
DESIGNED
PER SECTION C
TABLE BELOW ST �'•'
OR
•��ss�ONAL"E����
MAX. BLADE SPAN IN INCHES-\
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPEMAXIMUM ANCHORAGE PRE55URIf (P5 F) BA5ED ON SPACING IN INCHE5 ON CENTER JUL 302015
ANCHORAGE SPACING 1621 132 108 84-) 60 Engineer Seal
A Al B BI C D A JAI IB JBI IC ID A Al B Bl C D A� $l B Hl C D A Al B B1 C D Pedro DeFiguuredo-PE 52609
14 40 -- 40 40 40 40 62 16 62 49 62 49 81 22 86 60 1�70
AO4 29 110 77 104 77 145 40 155 108 146 107
eSEGTiONS') 12 40 -^ 40 40 40 40 62 21 62 57 62 57 87 26 93 70 67 111 34 119 90 112 89 156 47 160 126 157 125 Mlaw DADS APPRovnL:
B&C 840 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 124 51 124 111 124 111 160 71 160 156 160 155 PRODUCTREVISED
, 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 124 67 124 124 124 124 160 94 160 ICO 160 160 ®mmplyingwiththeMorida
4 40 40 40 40 40 40 626262 62 62 62 93 76 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 Building Codo
cepinnce No 05/3.0
At: 3
Bpi lion Dal
uo 12o�A
MAX. BLADE SPAN IN INCHES By /
Miami Dad uct Control
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSH
SHEET I1 FOR ANCHOR TYPE
BA5ED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 108 1 84 60
DATE!04/07/2015
s E El E EI E E I E El E E 1 SCALE:NA
14 40 31 62 38 87 46 112 60 157 84 DE51GN BY:PPMF
SECTIONS 12 4U 36 62 44 93 54 121 70 160 98
B&C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 88 124 113 160 158
4 40 40 62 62 93 84 124 Ti8 1601151 SHEET DRAWING N:
4 OF 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL SECTIONS D, If*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D
ON TABLE BELOW AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW
1341 SW 5.MACEDO BLVD
FORT ST.LUCIE
(ED) EDGE FLORIDA 34983
Eo. DISTANCE TeA,.-(772)201-9519
Fax:(772)673-0588
6A WWW.JU5T5tiUTTEf?JT.COM
W/LEG
2,2A TRIKHED
X 010X3/4' Ioc EKS7�-j cu LIA
0
W/LEG PRODUCT:
W AT 12,SECTION 0 TR 14MED
IN5LT MOUNT W1
ty TRACK 2 OR 2A -(ED) EDGE SUPERNOVA
tiMER OF SILL DISTANCE 2
_F EXTRUDED ALUMINUM
ACCORDION 5hUTTER
SECTION E La LARGE 4 5MALL
IMPACTIED RATED
ANGLe INSET 1�
MOUNT] 2
HEADER OR SILL
(ED)4D
DIST EDGE
DISTANCE _F
S1/4-14X 3/41 TEKS
SPACED AT 121EIC
ENGINEENNG;
WZ
r' IfNGC0 INC.
ANCHORS DESIGNED ADA 5595 ORANGE DR.201
AS PER SECTION E HEADER!SILL DAVIt, L. 333 14
TeL:(954)585-0304
ON TABLE BELOW CNCCO@AOL.COM
I 14XI' ORS SDS OR
Uj /4-
1/4-20XI/2' HHMS W/NUT. E
SPACED AT 1210C
N0.' 2609
Xc
1/19
lc�
............
MAX. BLADE SPAN IN INCHES
3 3A
'ED C
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE jUL 8 0 2015
_H
M A X I M U M A
MAXIMUM ANCHORAGE PKF55URt (FSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 132 Enemear Swl
162 132 D 108 84 60 162 132 108 84 60
A B c 1) Pedro Da Fijua,reclo-PC 52GO9
A E E E
A c D B C D A 8 _TCT A C D
_Y3- 20 E
27 50 34 40 20 24 43 52 R5 JF -72 36
16 de 27 31 -To- 1542 16 28 34 41 53 74
la 30 36 21 '7 ,1,4 3_ - 7
SECTION D 12 30 36 3-7 44 22 26 45 J4 26 32 58 69 34 41 81 97 48 12 37 45 55 71 99 MIAMI DADS APPROVAL:
40 40- T2 80 8
B., 32 U9 67 80 40 48 86 10 1 GI 121 145171 186 8 40 62 83 106 149
3
16 1 4U 1 40 139 TF-9'2--62-43 52 90 93�5364 1-15 1 U24 82 160 160 95 6 40 62 51-1-24 160 PRODUCT RI3VISPD
160 1 D 7'_
4 1..40 1 40 140 62 _9'2 62 62 93 1 93 179 193 124 124 1102 1125 160 4 40 2 93 124 IGO ascomplying with thaFlorid.
11 __ 22 2 41 26 24 49 'e 36 34 11 22 27 Building Code 05 .03
9 22 26 27 139 lPn 34 39 24 23 43 .111 31 30 1 60 171 44 4? 27 33 T3-
31 22 _�!l j-8 44 57 33 1 68 1
36
0
0 g
SECTION E IT- iT 30 - 5 9 47 a 30 82
6 3q Tq- 2 0i 41
36 3S 65 76 47 44 1 91 1 G2 6 40 TcT9 Iml D
2
48 [30 8 50 59
_ 0 -4-
36 2 -4'5 2 76 89
40 40 36 35 t2
4 i45 612 6 45 55 58 114 70 67 1 1361 93
u . 40 52 64 82 115
1 '3 - 4 22 120 1 41 IF 7 3 1 49
SECTION ION Gm 3 9+4!T e 1 55 No- 8
9 24 25 30 36 23 121 1 137 9 24 30 37 47 1 66 DATE:04107J20 15
27 8 3 36
8 3 21 �19�E34 40 25 123 449 51 3 1 61 172 146 a 27 41 53 1 74 $CALE:NA
-6--yo--76 _F3 21 37 44 28 25 46 53 34 31 88 103 65 6 -1 1 E6 1 99 DE51GN BY.PPMF
J9 59 69 4 45 55 7
88 U
11531 4 47 57 1 74 103
— 53+
4 56 62 42 3B 80 5 7
40 40
SHEET DRAWING#.
SOP 13
15-146
MANUFACTURER,-
TYPICAL
ANUFACTURER:TYPICAL 5ECTION5 G, F AND I
AND ANCHOR SCHEDULE -' JUST SHUTTER IT INc
_ _ T
1/1B 1341 SW S.MACEDOBLVD
PORT 5T.LUCIE
1 FLORIDA 34983
as I/1 B 0 Q a 5ECTION I Tel.:(772)201-9919
N w ¢a RECE55ED MOUNT
I- w Fax:(772)673-0588
SILL ONLY WWW.JU5T5tiUTrUMT.COM
u �j 010X3/4' TEKS H
w AT 12' oc j
w "mI j r:�' 1: PRODUCT:
5ECTION G '.e ANCHORS TYPE
L'. ADJU5TADLE MOUNT I A, B, C OR D
x � EDGE CLEARANCE(EC) _[__ SUPERNOVA
rn SILL ONLY INTO CONCRETE 4"(3000 PSI CONCRETE) SPACED AT 48'DC EXTRUDED ALUMINUM
INTO HOOD=2 I/2'(WOOD SG:0.55) _ (EC) EDGE APPLICABLE FOR ALL LOAD
N t CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
I
INTO METAL:2'(G06'.tc aurn.a(wman9c 51QU i� CLEARANCE 'LARGE t SMALL
IMPACTED RATED
I y b
( EDGE
DISTANCE
STANDARD LOCATION • _y \-\ ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G w AS PER SECTION Gl ENGCO INC. cAalic
DN TABLE BELOW <ED) w ON TABLE BELOW
5595 ORANGE DR.201
DISTNRE -1 1/IB - DAVIE, PL. 33314
•� .... ¢. .- ..... ','' SECTION F'-'� .. _.... TeENGCOOAOL COM 4,
-- - --• - I-_ALTERNATE CED) -f _—' "' �... 0- - - ,A'TRACK INSCT'MOUNF -
I EDGE DISTANCE 1 SILL ONLY
w s1�tpu.....•,,,,��,
w 1_ ANCHORS DESIGNED ... ,s•JQ��,•°V\CEN,q•F.yM1�,�w
�p
ti
-vuAS PER SECTION F I ' j I ON TABLE BELOW * NO. 2609 `Z
F '
STA\ OF
(EW EDGE JUL 3 0 7.015
DISTANCE w
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON En3g e—d.ccr eal
Pedro De Pi uevedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXfMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84---° 60 162 132 108 84 60 MIAMIDADEAPPROVAI:
A B C D A B C 14AM
D A B C D A B C D s E E E E E16 - -- 20 -- -- 2 32 -- -- 38 45 27 26 16 -- 21 26 33 46PROWCTRF.v)5[?D12 22 23 27 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 sse mplying uiIh the Fladda
SECTIONG 8 28 33 20 20 35 41 24 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92Acccpopcoda6 26 26 46 54 32 39 73 86 51 50 102 120 7l 70 6 40 56 68 OB 123 AcoepinnceNo(� OSl3•a3
EsQirot(on Dam nB�L/J-e� r'-� 9
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
g 1 28 34 15 21 35 142 -- IHb 1 42 1511E 31 55J 66 29 40 76 93 41 55 16 35 43 53 68 95 M�imll Dad oducl Couaot
SE ITC ONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127
G10Rt/FJ 8 40 40 30 40 62 62 37 50 85 93 45 62 1 109 124 58 79 153 160 81 ]11 8 40 62 93 124 160
�I{ 6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 40 62 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 190 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 5CALC:NA
V DESIGN BY:PPMF
5HEET DRAWING N:
G OF 13 15-146
MMUPACTURER:
TYP+cAL H0RIZQ'ar.At -- t- JUST SHUTTER IT INC
JAMB AND CORNER SECTIONS J- `
OPTIONAL 1341 5W S.MACEDO BLVD
SEALANT - PORT 5T.LUCIE
FLORIDA 34983
MIN. (3) ANCHORS Tel.:(772)201-9919
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Fax:(772)G7"598
4' FRONS-ENDS-' "`- '5ECTION�J
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s WALL MOUNT' IN5ET MOUNT
(X2) NX1 SDS IA PRODUCT:
�- 9 9A TOP AND BOTTOM EKBEUM
D
TRACKS SUPERNOVA
IA
ACCO
EDALUMINUM
if ACCORDION SHUTTER
LARGE 4 5MALL
II IMPACTED RATED
1 Nm
INII !2
i
L --J
� ENGINEERING:
TOP & BOTTOM TRACKS N ENGCO INC. G8116
5595 ORANGE DR.201
DAVIE, PL. 33314
Tel.:(954)585-0304
ENGCO a@AOL.COM
]II
rrDEr �GG''
ANCHORS TYPE - 4 J
A, B, C OR n 0'5 2609
�- SPACED AT 24'OC * * J{
CED) EDGE STA OF d�4�
w DISEANCE .'n<(.'+.,F(p 1�Q,•'•�t1�p�.
ea' Eo. (SEC-f�ON J2 s`A�ONAL ��G�'',•
JAMB-CLOSURE rnuNr�(
BUILT-OUT MOUNT
JUL 8 0 2015
21 OR 11
Engmeer
tIIOX3/4' SS SMS OR
IA 3/16' POP VET SECTION J3 Pedro De F:g::arcdo-
PE 52609
w SPACED AT 24'OC CORNER CLOSURE
MIAMI DADE APPROVAL:
> PRODUCT RIiVISCD
uo 1plyinD uitli file F7uAda
BuBding Cod.
Aeeaplanee No/5-05/3.0?
B fon Dam o/9
W. ucL C.nrcu�
N
DATE:04/07/2015
5CALE:NA
7 OR 7A DESIGN BY:PPMF
1 I (19) PUSH BUT
LOCK
1B IB LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5t1EE7 DRAWING N:
7 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT ING
HD LOCK SECTIONS L
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WW.JU5T5HuTTEPJT.COM
NOTE:5HUTTER CAN BE LOCKED FROM r
IM51DE OR OUT5IDE BY PLACING LOCK ru H w SECTION L
INSIDE OR OUT5IDE A5 REQUIRED. o S a LOCK BLADE SECTION
H F w u W CL05C POSITION PRODUCT:
Ld
"m ti
'aw SUPERNOVA
vwi w EXTRUDED ALUMINUM
ACCORDION SHUTTER
L J _ LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
c ENGCO INC. CAdIIG
1 5595 ORANGE DR.201
1 1B DAVIE. FL. 33314
1B
Tel.:(954)585.0304
... - 8A .... CNGCO@AOL:COM ...
65 '''1'rrpcmoii•••„�•
L3 DE p/�G•.••
COMMERCIAL MHRTISE LOCK W/
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE THUMB TURN ANCHORS TYPE . *? k
INSTALLED ON SHAPE 8 A, B,T 24'OC C OR D =L i
} A
AI-TERNATE SECTION L I SPACED A ���•4''kF,(0 l�P•''
LOCK BLADE WITH
LOCK BLADEOSECTION STARTER BLADE SECTION __ 1A EN6cLlENf STOF
'•ysS�QNA` �,Itop�
OPEN P051TION ” •������
807.015
2 2
Lf •, Einccr Seal
Pcdro De Rgue:redo-PC 52609
lJ
MIAMI DADE APPROVAL:
E�
PRODUCT RBVISBD
a � as wmplyingwilh Nu llorida
B:clding Cude
Acoepwwa No
—0 'T
Rxpi Ion 1)mo e )9
8A
DA
0
B MjomtDad uct B 1J
tB .
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
Of a IN AND INSIDE THUMB TURN
1 / COMMERCIAL MORTISE LOCK W/ t INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN to 5HEC-T DRAWING B:
AND INSIDE THUMB TURN
INSTALLED ON SHAPE 8 8 Of 13 15-146
MANUFACTURER:
TYPIOAL i10RIZONTAL
u"NIMATE LOCK SECTIONS M JUST SHUTTER IT INC
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
- TO SECURE STACK FLORIDA 34983
Tei.:(772)201-9919
Fax:(772)G73-0588
•-au 7A WWW.JUST5HUTTER)T.COM
N
NOTE:SHUTTER CAN BE LOCrED FROM
IN51DE OR OUT5IDE 13Y PLACING LOCK cu SECTION M PRODUCT:
IN51DE OR OUT5IDE AS REQUIRED. za r LOCK BLADE 5ECTiON.
¢ai --"'CLOSE'POSITION'--' 7A SUPERNOVA
_J10 4 EXTRUDED ALUMINUM
u w w ACCORDION 511UTTER
N W LARGE R SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. Ga116
C',u 7 OR 7A DAVI . FL. 33314
I Tel.:(954)585-0304
1DJ 1/4-20X3/4'THUMB SCREW ENGCO@AOLCOM
LOCATED ON ACCORDION
INTDRIL�L AND PIN
TAPOR XrERDPPOSIS.TE 11NS1DE ORPOUTSIDE �ttO'�'rD�,Fie,', F.�
6� 3$ BLADE Ttl RECEIVE SCREV /
EpSF,t/
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LOCATED ON ACCORDION - r No.52609
INTERIOR OR EXTERIOR SIDE * i
ALTERNATE SECTION M I fl STA OF
SCGTION-Mt� LOCK BLADE
STARTER BLADE SECTION ��`''F�0 R 1 P+•���C�
Lqpl�,BA0ESCCTION - �'.�Fs '•...... ��
OPEN POSITION
ANCHORS TYPE
7 A, B, C OR D JUL 8 0 2015
9 7 OR 7A SPACED AT 2410C
Engineer Seal
Pedro De Piguelredo-PE 52609
7 OR 7A IA � MIAMI DADE APPROVAL:
a PRODUCT ROVISBD
r complying with the Florida
Building Code
Aeaptnnec No 5. 513.03
um 7 OR 7A a E�! nn Ume o/9
8y
1 i Uade d a Con o��
1B PUSI1 BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
1 1
ID
SHEET DRAWING H:
9 OF 13 15-14G
MANUFACTURER
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)6730588
WAN✓.JU5T5H UTTERIT.COM
NOTE:5HUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK 5ECTION N
IN51DE OR OUTSIDE A5 REQUIRED. z a LOCK BLADE SECTION
y o w CL05E PO""'.. PRODUCT:
-i SUPERNOVA
a EXTRUDED ALUMINUM
y y ACCORDION SHUTTER
LARGE/SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CAeItG
1 5595 ORANGE DR.201
1 1B DAVIE, FL. 33314
IB
22A Tel.:(954)585-0304
... _. ... - ... ENGCO@AOL.COM
8 22
° No. 2609 10
ANCHORS TYPE *e
e
' A, B, CORD
SPACED AT 24OC . 0
ALTERNATE 5ECRON N i
5ECTION N LOCK BLADE WITH ••,sS/
LOCK BLADE SECTION STARTER BLADE SECTION 1A —I .,,.�NAL...,,,n`'�
OPEN POSITION ��"I
JUL S 0 2015
Engineer Seal
yW Pedro De Pigueuedo-PE 52609
d MIAMI DADE APPROVAL:
!d 1RLOAUCfkavisED
s u cornplyingwith the F1oA43
a w Building Code
AcwMwce No 5.0513.03
Evi iun D.Ve ,
B�
22A—/ 22 M6mt D act Contra
1
1B� 2
22A2D� \ DATE:04/07/2015
5CALE:NA
DE51GN BY:PPMF
YINI
I 1
113 IB
SHEET DRAWING 8:
10 OF 13 15-14G
MANUFACTURER:
_TYPICAL BLADE A5SEMBUY
Y' DILL OF MATERIALS JUST SHUTTER IT INC
13 1341 SW 5.MACCOO BLVD
ITEM DESCRIPTION MATERIAL MANUFACTURER PORT ST.LUCIE
12 13A I BLADE 6063-T6 ALU (NUM N.A.5.A FLORIDA 34983
!A STARTER BLADE 6063-T6 ALUMINUM N.A.5.A Tel.:(772)201-9919
CPTt�l�6 0.19 ID COMP051TE BLADE 6063-T6/LEXAN N.A.5.A, Fax:(772)G73-0588
14 I C FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.A WWW.JUSTSHLJTTERIT.COM
20 a 2 CEILING TRACK 60G3-T6 ALUMINUM N.A.5.A
16 6 N 3 1'/1/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A.
14 i J 3A 2'WALL MOUNT TRACK G063-TG ALUMINUM N.A.5.A
IB 4 .n TRACK 6063-T6 ALUM NUM N.A.5.A.
5 RECESSED TRACK 6063-T6 ALUMINUM N.AS.A PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A.
GA AOJU5TABLEMALE TRACK 6063-TG ALUMINUM N.A.5.A. SUPERNOVA
HEADER 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
0.14 B HD FEMALE LOCK BLADE 6063-T6 ALUMINUM NASA.
LARGE 4 SMALL
8A HD MALE LOCK BADE 6063-T6 ALUMINUM N.A.S.A.
IMPACTED RATED
13-N I OX3'I1H 613 HD ADAPTOR nU.ER 6063-TG ALUMINUM N.AS.A•
BLADE SCREW 9 1'JAMB CL05URE 6063-T6 ALUMJNUM N.A.5.A.
4 10 STAINLESS STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A
10 IM-2XANGLE 6063-T6 ALUMINUM N.A.5.A.
I I 118-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING:
019 12 %NHEEL CARRIER PLATED STEED NYLON N.A.5.A. ENGCO INC. CA 8116
SILL ,0 13 #1 OX3'HH BLADE 5CREW 41 O 5TAINLE55 5TEEL N.A.5.A. 5595 ORANGE DR 201
In 13A N I0X2'HH BLADE SCREW 410 STAINLESS 5TEEL N.A.S.A
a -. 14 0.44'DIAM.FIAT WAShICR STAINLESS STEEL NA.5.A• DAVIE, PL. 33314
nl 15 0.46'0 x 0.93'BUSHING NYLON N.A.5.A. T E (954) 04
16 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.S.A. NGCO aQAOL.COL.COM
14 j 19 PU5h4BUTTOM LOCK
l 1 14 20 112'x 3/8'WHECL SPACER NYLON N.A.S.A ttptuttNpr•A�.
16' 21 1/16.1X2,IX2.5,IXA 1.5X3 ANGLES 6063-TS ALUMINUM N.A.5.A. ttttt,` E F
15 tpTIONnL 0.14 22 STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. tt �`� /GG' %
I J
13A 22A. STU MICE LOCK BLADE 6063-T6 ALUMINUM N,A.5.A. ,p�49�,,.r��CENSE, �'Q�
BLADE 5CCREW H 2213 5TD LOCK KELTER 6063-T6 ALUMINUM N.A.5A
410 STAINLESS STEEL * N0. *F)O9 yt
0.500 0,4�I604 5 STATE OF ?tV
T T 0.460 0.390--�1 �'•,p���`••.�„�OIl10P'' \��i�,,
0.20 0.3990 �ffIJ011 0.44 0.03 •�ss�ONAL ��6 tt
A
m 1 o T1 ••.•• uauOPP
5 C d a o JUL 30 2015
0.310 _17 o
n ,o o v wT Q o 14.0.03'X 0.44'0 Engineer Seal
O vo I (( a STAINLESS STEEL Pedro De I'm vedo-PE 52609
�- I FLAT wAst1ER ANCHOR SCHEDULE
I G-.46'0 X.65' 15-.4G'0 X.93' 1 E DESCRIPTION EMB E.D. MIAMI DAVE APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING
-A--' I/4°ITW 7APCON INTO 3000 P51 CONCRETE 1.75 E'3:0'' I'ROnt1CTRBVTSGD
20-1/2'0X0.36'
NYLON WHEEL I/4'ELCO ULTRAGON INTO 2700 P51 CONCRETE 1.75 2.5 as Ildi.Scmplyingwlth thofloride
FjL-J I 'ITWTAPCON INTO CONCRETE BLOC I.-5 C3:O-A Bulldina Code
SPACER A(x:cplrcc No�5 0._51�$•03
1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Pm ionUato 0 fg
B 114-20X I ALL POINTS 5OLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0
BI 114-20X I ALL POINTS 50L D-5ET INTO CONCRETE BLOCK 0.875 30 ey
C 14'WOOD LALG SCREW INTO G=.55 WOOD 1.50 1. 1+Ilo ai Dad «tactControl
12-WHEEL CARRIER D 1/4'-14 SELF DRILLING 5GRF_W5 INTO 1/6'5TEEL OR ALUMINUM 0.75
STAMPED 55 VATH E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0
. NYLON WHEELS
El
1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
rs SCALE:NA
NO(E5: ED,EDGE DISH 5 L1L BE BEYOHD WALL E551U NG DESIGN DY:PPMP
EMD:fMD[J)M[Irf 91WL DE OEYOIID WALL DRESSING
'D i/4'TAPCON,i/4'CRm.rLrx•014 WOOD SCRLWS CAN DC U5E0 IN REPLACE Or I/4'LAG 5cm%'3
O
I-1.24-I 5HEET DRAWING N:
I I OF 13 15-14G
SHUTTER COMPONENTS MANUFACTURER:
4.56 -3.92 JUST SHUTTER IT INC
4.54 00 3.23 0.164.06 :4.
0.61 2.es 134 I ST. S.MACEDO BLVD
1.ea--1.99 PORT 57.LUCIE
o g �J 0.97 0 o FLORIDA 34983
a� o o I d o Tel.:(772)201-9919
tiT h 3 21 o nN Fax:(772)G73-0588
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OO �- 1.23 15-COMPOSITE 2 01440
N ALUMINUM/LDNN BLADE
ACCORDION BLADE a �- o LEXAN POLYCARDONATE APPROVED 7A-UNIMATE W!LP
_
1.45 T � AS PER NOA 13-0717.01 7-UNIK4ATEtiV/p1P3 LOCKING BLADES D.41
XL 102UV LOCKING BLADES- PRODUCT:
IA-STAR��R.81ADE
0.51 z - SUPERNOVA
4.61 1 1.83 1 77--[-1 �#4LARGE
1 'm w m 006 m n EXTRUDED ALUMINUM
4.013 hh o1� d o ACCORDION SHUTTER
o 6 SMALL
W -#--� IMPACTED RATED
0.86
h d
In
- �� N T T 88-ADAPTOR FILLER
h ti ^ m a Amo m
---�- - j USE WITT1 B AND 8A
@� I C.0.05'FLOATING STACK BLADE 0.6q- L nI^i N ENGINEERING:
0.07 RG oo �t^-l.99- o
2-INSET TRACK W/RG OPTIONAL o 3.00 ENGCO INC. CA 01�6
HEADER/BILL MOUNT 0,64 5595 ORANGE DR.201
0.00 8A-MALF.HD 0,08 0.60 DAVIE, PL. 33314
0.13 2.1-INSET TRACK WIO RG LOCKING BLADE Tel.:(954)585-0304
\()/
ALTER,4ATE CALK - HEADER/BILL MOUNT - - 8•FEMALE SID - '' ENGCOQAOL.COM
_,.(��(\��-END RECEPTOR LOCKING BLADE
• APPLICABLE TO
OI o.. TRACKS 3. 111
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3A A 10 30.I
+ o a6o z.at ••.•��,,•'� ,ENS OF/��
0.10 N 0 0. 0.77 No.. 2609
O. G O6
2.83 0 0.06 - r" 1.651 :'k
2.41
JQ79 0� o STA
G 1 1 S O��.,p Q, r QI•�`�
+ o 0.07 L "' 0.06 z.2a--I 0 R 1 +' .•
..�t RG N e ��.F~'w........,.n+'.
o_ OPTIONAL " 0 9B-HD JAMB CLOSURE o ���ss� � 'p�•
3A-2`BUILD-OUT TRACK o ONAL
0.86 m 0. 6 ''��quiiurr
d HEADER/SILL MOUNT o
.R --___=-�-I- 3A.1-2'BO TRACK W/O 228-LOCK KEEPER INSERT 70
l � JUL 30 2015
.58 1 RAIN GUARD(RG) 9-�JAMD CLOSURE
L 22-FEMALE STD 22A-MALE STD
0.07 RG LOCKING BLADE LOCKING BLADE � N Eagmear Seal
3•I`//'"DUIL�-OUT=TW�CK 1IPTIONAI o Pedro De Figvevedo-PE 52609
F117DER%SILL MOUNT 3.70MIAMI DADS APPROVAL:
_ __;:7 0.12255 0.25
9A-2'JAMB CLOSURE
(LIN
- UARO(R•TRACK W/o 2.43 2.07 --II_ r PRODUCT REVISED
1RAIN GUARD(RG) 191 .09 as canplyin8xidl Iha Florida
0.86 0.06 Building Crile
o.6t �� Am plen No 0 13 03
L 0 M¢ Edi ion Datn% ,o 9
Ln ?X
D.OG qh m o s:5 s 21-I/I G'TI11CK ANGLES By
0.Gl moo' ^ d o I- l O o o p GOG3-T5 ALUMINUM ALLOY Miaml uM Conhn
M'
_ SIDE CLOSURE USE ONLY
d 0.03 N ni Uri
o o L 2 09 2.61 0.75 r. - DATE:04/07/2015
d 0.07 0.07 3.36
d -2.23 a DESIGN A PPMP
T GA-ADJUSTABLE MALE
-I 0.95 I-1.13-�-1.29-I G-ADJUSTABLE FEMALE HEADER/SILL MOUNT CJI
3,37
HEADER/SILL MOUNT 2'0 12.0-1 �-
/--�''4-A'•TRACK __ 5HET DRAWING r7:
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[ I' OR L 5'� 12 OF 13 1 5-14G
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MANUFACTURER:
SECTION X JUST SHUTTER IT INC
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SECURED TO AN ALUMINUM PLATE 1341 5W 5,MACEDO BLVD
BETWEEN WOOD TRUSSE5 PORT ST.LUCIE
PLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
W WW.JU5TSHUTTERIT.COM
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1.25�--1.251.25 5.00 1
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PENETRATION INTO WOOD DORUDED ALUMINUM
ACCORDION SHUTTER
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�I-5.00 IMPACTED RATED
1/4'%5' OR 1/0-X5' 6063-T6 0� ENGINEERING:
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w Vw SPAN g PRESSURE I/4'X2X5"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
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BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 1 5.00
SPAN PRE55URE P5F) SPAN PRE55URE(P5F) N JUL O 2015
IN BLADE I BLADE I B (IN) BLADE i I BLADE I B "-I
60 ±159 ±159 60 ±99 299 0 1 Engineer Seal
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84 ±113 ±113 84 +71 ±71 I I/6X2 X5'6063-T6 ALUMINUM ANGLE o
w MIAMI DADE APPROVAL:
90 ±106 1106 90 ±66 266
108 i 88 # 88 108 ±55 ±55 PRODucrREVISADFlorida
126 68 2 68 126 ±47 ±47 BuI1�Code
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162 +30..40 +28,-33 162 ±30
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NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZFS
DATE:04107!2015
5CALE:NA
DESIGN BY:PPMP
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SHEET DRAWING#:
13 OF 13 15-146