HomeMy WebLinkAboutProduct Approval (2) MIAMI-DIADE MIAMI DADE COUNTY
I PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Just Shutter It,Inc.
1.341 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
revolve 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 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.
MIAM OWECOUNTY � on to:08/o. 0513.03
�—�� Expiration Date:08/14/2019
Approval Date:08/27/2015
08/Z7/?-015- Page 1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 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.
i
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. Q UALITY 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)prepare for Just
Shutter It, Inc.is engineering wise identical to N.A.S.A.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco, Inc., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Malar,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 under 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 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
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER:
SUPERNOVA JUST SHUTTER IT LNc
1341 SW S.MACeDO BLVD
UCIC
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT sr,
FLORIDA 3498498
3
TelLARGE M 1551 LE I M PACT RE515TANT Fax:(7 2) 73 05 19
Fax:(772)673-0588
W W W.JUBT5tiUTTFRR.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT.
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND 5UPERN OVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL M1551LE)WITHIN THE ALLOWABLE DESIGNED ACCO EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION MALL R
LARGE SNJLLL
IMPACTED RATED
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE
5-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V151BLF LOCATION STATING ENGINEERING;
THE FOLLOWING: ENGCO INC. CAeIIL
5595 ORANGE DR 201
'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAV i E, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DARE COUNTY PRODUCT CONTROL APPROVED' --• - ENGCO®AOL.COM
SHEET f)ESCRIPTION
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BYA I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED ���� �, DE
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH StIl177ER 001v11`01,lE NT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PPX55URE TABLE 1, 1 A AND GIA55 r•,f �� 8� /'1
USED. SEPARATION TABLE 2
4 =
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORAS NOTED. NO.5 609 pp
3 TYPICAL SECTIONS A.B 1,B2,53.134 WITH AN
4 WCHORAGE TABLES *Q
6-FA57TENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of 4' TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES A� STAT q F
DRAWINGS.INSTALLATION AND LOADS A5 PEF THI5 APPROVAL. 4
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,e F GH WITH ANCHORAGE TABLES �$'�� A�0 R 10 v� `�•,,,
TO VERIFY THE FOLLCMNG:
7.1-THE 5TABIL11Y OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G F I WITH ANCHORAGerABLES ""•�•�nn''�����
JUL 8 0 2015
ANCHORAGE 7 JAMB AND CORNER 5ECTIONS'J'
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE
Engmcer Seal
REQUIREMENTS,DESIGNED PRESSURES ETC. rl
LOCK MALE f FEMALE SECTIONS W Pedro De Neueiredo-PE 52609
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OP THE ANCHORS LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL:
FOP,THIS PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE STANDARD LOCK SECTIONS RJ' TRLODUCf REVISED
FOR WIND LOAD HAVE BEEN USED. a a complying With 1110 Florida
Building 0.do
BILL OF MATERIALS,ANCHOR SCHEDULE 4,BLADE ASSEMBLY. AcoWanceNo 0513,03
USER INSTRUCTIONS: COMPONEN75 Dyducl CmNrol1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. SECTION 7('DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO Be USED AS
PER SHEETS 3,4,5 C G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING N: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DF51GN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT In
TABLE I TABLE I A INTERIOR/FXMOR 61
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE @ 14 01 B BLADESFLORIDA 34983
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 1 100'L )� Tel.:(772)201-9919
BLADE SPAN PPE55URE(P5F) BLADE SPAN PRE55URE(P5f) `N ALL ALUMINUM BLADES Fax:(772)673-0588
INCHES NEG I INCHES L 1 WWWJUST5tiUTTERIT.COM
GO GO I 1 INTMOR/EXTERIOR
66 158 158 66 158 158
72 14 144 2 144 144
PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 61 SUPERNOVA
90 16 116 90 1 1-(;-- 116 1 I L COMBINATION EXTRUDED ALUMINUM
96 108 108 96 108 108 100' ALUMINUM/LEXAN BLADES ACCORDION SHUTTER
104 100 100 104 100 100 No BLADES�'Be"RmGeD IN K%W LARGE 4 SMALL
108 10 10 108 93 10 �001#D ' IMPACTED RATED
93
114 83 83 114 83 83 LH 1H
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 68
132 62 62 132 61 61 ENGINEERING:
138 57 57 138 53 53 ENGCO INC. sells
144 48 52 144 45 47 INTERIOR/FJCTFRIOR
5595 ORANGE OR.201
150 41 48 150 38 42 )g 1B IB OAVIE, FL. 33314
162 30 40 162 28 3.3 Tel.:(954)585-0304
AT.L LEXAN BLADES - — ENGCO@AOL.COM
NOTES:...'.... /(.
I-K,CORDIONSHVrTER BADE SFNt RNCHE9)rORALLCOUPMONS
2-rRESSURE-005M VAND LOAD(PSE) I H
3-UIJrARINfrIfPOlAttON l9AccerrABteraR Dr91GN N1ND LOADS AND BLADE SPAN Betx2Er1 .":INTERIOR/EXTERIOR ��0 d, DE F/, .
�P /4
TABYAMEU.VWHOR.
r-MADAD1E RAW itiSTALL ORMORALO IB ORPLLMCUI c�T ` ENBF
5-BiADe R ` IlL4TAUAtIDl1{s AVOWED fORNL MOUNTED OONDITplLq f�
TABLE 2 ( No. 2609
MINIMUM 5HUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CRO55 5ECTION % STAT IF
A,B,C,D,E,GH paj X GLAZING SEPARATION (INCHES) ��O�F F�0„R I'D
TDP TRACK
BLADE TYPE BLADE SPAN �y�;N��NAI.'j°
<=60' <=I 0 ' <=162'
JUL 3 0 2015
x ALUMINUM 2• 2 3/4' 3.125°
ALL ELLVATM Engineer Sral
n � dim Pedro De Prguaredo->'E 52609
N ' LEXAN 3• 3' 3'
O 0- <-30'MEVATION MIAMI DADE APPROVAL:
rn '' L M. N .'; N MODUCT REVISED
Y q LE)(AN 2 1/8' 3' 3° aaomrplFingwith the Florida
U
iy >3a LTEVATION 8oi 1km�g_05! .0 9
a NOTES:
1.1 I-SEPARATION PROM MA71NO ARM AB 9ttAtL Be meA`N1RW PROM
eLA21UG SURPACE TO TnE INIER MOST BLADE OR LOCK SIWACE. 9Y
t~— 2-GLASS SEPARATION 15 APrUCAme PER THe)RRI2IBROWA w AND 1Wanl D Odud ConlrO
M1AN4)ADe CUUNM).
x
N 3-WHEN sHUftER rJ A99CACiCD N1111 BOTH TYPr9 OF BIADB TUE
,,,R6Ls{GLASS 9rPARAT[DN SMALL APPLY.
DATE:04!07/2015
SCALE:NA
A,B,B1.92,133,1314 I BOTTOM TRACK DE51GN BY.PPMP
CDEFGIGH
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING @:
2 OF 13 15-146
MANUFACTUFM:
TYPICAL 5ECTION5 A.131,132.133,B4 _
AND ANCHOR 5CHEDULE - f t/1B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR wz #10X3/4' TEKS
MACE
DO A 1/4-20X1/2' HHMS N/NUT ¢a AT 12' OC I341'SW 5.MACO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w�' PORT 5T.LUCIE
HPADER OR SILL OPTIONAL FLORIDA 34983
Tel.:(7 2)201-9919
2,2A--,,,
11 y 6 ADJUSTABLE
NJUSTABLE TRACK Fax:(772)673-0588
5W ON REVERSE ANGIE WWW.JU5T5HUTTER(T.COM
EMBED.
6A A-w ANCHORS DESIGNED
AS PER SECTION B4 PRODUCT:
ANCHORS DESIGNED y 10 y �y ON TABLE BELOW
AS PER SECTION A 8 SUPERNOVA
M z ON TABLE BELOW EXTRUDED ALUMINUM
1/I B _ ACCORDION SHUTTER
w a v 1/4-14X1''GR5'SMS OR
= y '•: tiK'•' 1/4-20X3/4' PHMS W/NUT LARGE F SMALL
W IMPACTED RATED
La SPACED AT 5'13C EMB D.
� a
5ECTI13N III
'A!TRACK ON
m 1/IB REVERSE ANGLE _ ENGINEERING:
SILL ONLY ENGCO INC. CABIIC
'-+ !/1 B 5595 ORANGE DR.201
ANCHORS DESIGNED j6A DAVIE. FL. 33314
SECTION B3
11
AS PER SECTION B1 #10X3/4• TEKS Tel.:(954)585-03044 - ---' -'-- l 1-- a ON••TABLE--BELOV ::-- AT"12' OC -. .....�.... . ADJUSTABLE ON . ENGCOQAOLC.OM5TD.ANGLE
SRL ONLY1/4-14X1'.GRSSDS OR c ANCHORS DESIGNEDE /�fi w6 `' AS PER SECTION B3 � � 8yF 41/4-20X1/2' HHMS N/NUT EMBED— F ON TAHLE BELOV d. FSPACED AT 12'OC ` 4 No. 2609Z .r I STA F �4
a .•e 9 10 )j EMBED, II s�'AFti` OR �w� \�����•
2 F, W ANCHORS DESIGNED
w 1/1B § � AS PER SECTION B2 1/4-14X1' GR5 SDS OR ��••,n�uT'��a
= w 16 za ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
F �_ �naNA1 ` i3Q SPACED AT 5.00 JUL 3 0 2%
al
X �m MAX. BLADE SPAN IN INCHES Engmeer5r-
y Pedro De Pu)ueiredo-PE 52609
4 11 EMBED.� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(P5�
SHEET 11 FOR ANCHOR TYPE MIAMI DAVE APPROVAL
BA5ED ON SPACING IN INCHES ON CENTER
SECTION 52 ANCHORAGE SPACING 162 132 108 84 60 PRODUCPRBVISED
1/4-14X1' GR5 SDS OR ' o
1/4-20X1/2' HHMS Y/NUT a 'A TRACK ON s E] E E1 E EI E1 Bu♦Iding�de i1dOreFlarida
SPACED AT 12'OC STD ANGLE 14 40 31 62 3B 93 46 124 6 84 Aooeptmm No 1 S/3.o3
SILL ONLY SECTIONS 2 40 36 62 44 93 54 160 7 98
tw Orta /9
A,Bt,B2 6 40 40 62 62 93 81 124110%5160 146
B3,B4 6 40 40 62 62 93 93 124 1 160
By
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 1160tre
SEE ANCHOR SCHEDULE DN
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING DATE:04l07/2015
162 132 108 84 60 SCALE:NA
A Al B Bl IcIp A Al B B1 C D A Al B B1 C D A Al B B1 C D A Al B B1 C D DE51GN BY.PPMF
14 40 -- 40 40 40 40 62 -- 62 49 6 4 90 22 3 60 92 60 116 9 124 77 118 77 160 40 60 108 160 10
SECTIONS 12 40 -- 40 40 40 40 b2 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 B9 160 47 160 126 160 125
A,B1,B2 8 40 26 40 40 40 40 6 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 l 0 71 60 I 0 16 1
63.64 6 40 35 40 40 40 40 1 43 62 62 62 62 93 52 93 93 93 43 124 67 124 124 124 124 l60 94 160 160 160 1 0 5HEET DRAWING N:
4 40 40 40 40 40 40 1 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 !60 3 OF 13 15-146
TYPICAL SECTIONS B AND C MANUPACTURI90
ANO ANCHOR 5Ct1EDULE JUST SHUTTER IT INC
1341 SW 5.MACEOO BLVD
of PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Pax:(772)673-0558
-i -! ON TABLE BELOW WWW.JU5T5HUTTERR.COM
jqz 3,3A
PRODUCT.
a °'t lnB �aq SUPERNOVA
�J•- LLIJ VII IF I tXrRUt1ED ALUMINUM
ACCORAION SHUTTCR
LAP GE 4;5MAU.
d� •v.«'�.ta.. 16
t ANCHORS DESIGNED = aPTtONAL IMPACTED PARD
2,2A t? "�.+' AS PER SECTION B z ]/iB
11 , ON TABLE BELOW x SECTION C
i
WALL MOUNT WITH ENGlNEERiNG:
5=ONB TH MRO sOR LL ENGCO INC. tea„
BUILT-OUT ON ; H 1/1 B 5595 ORANGE
HEADER OR SIII? -� I} EMBER DAVIC, FL. 3D3314
HPADERORSILL •u:.=r✓c�'.
Tel.:(9 4)$95-0304 _
.... s< .... ..... .._ .. _. .. ._.. E'NGGO@AOL.COM
H
IIII////III/I��'y
1/4-14X1• GRS SDS'OR .` p/III EH / .
1/4-20X1/2' HRMS W/NUT. 3,3A
SPACED AT 12'OC N - d `,, E 8F, t
4 No. 2609
ANCHORS DESIGNED
:a AS PER SECTION C'
ON TABLE BELOW S w
MAX. BLADE SPAN 1N INCHES j G)Z
aNAI.
�yNHlN11////III
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCMORAGE PRESSURE (P5F) EASED ON 5PACING IN INCHES ON CENTER JUL 802015
ANCHORAGE SPACING 162
132 108 84 60 Engineer Seal
A Al B B3 C D A Ai B Bi C D A At B Bl C D A A2 B B] C D A AI B B3 C D Pedro DePlguan'eda-PE52609
14 4 -- 0 40 40 40 62 4 2 q 1 2 8 p 1 60 04 29 1110177 104 45 40 I S I 146 10
SECTIONS 12 40 ^- 40 40 d0 40 62 21 62 57 62 57 87 26 93 70 87 7D ]it 34 119 9 112 89 156 47 t60 126 157 125 MIAMI DADE APPROVAL:
8&C 8 40 2 40 0 40 40 62 32 62 62 62 6 93 39 93 87 93 86 124 51 124,1 11 124 111 16D 71 160 I S6 160 155 � �
6 40 35 40 40 4D 40 62 43 62 b2 62 52 93 52 93 93 93 93 24 67 t 24124 124 124 160 94 160 160 160 160 MODU mg EVI Iii[Tq(da
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 99 93 124 98 124 124 124 124 160 137 160 160 160 ]60
Build{oa Colo
Aunptaaae
MAX. BLADE SPAN IN INCHES By J/ /gip
SEE ANCHOR SCHEDULE ON Td(anlD utt Ct+ntrol
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(PSP)
ANCHORAGE SPACING VASCO ON SPACING IN IN01E5 ON CENTER
62 132 1 108 84 1 60 DATE:04/07/2015
s E E] £ I EI I E I EI E E1 E £1 SCALE:NA
14 40 31 62 38 87 146 112 60 757 84 DESIGN BY:PPMP
SECTIONS 12 4D 3fi 62 44 '93 4 121 D 15(7 9$
$&C B 40 f1 2 62 93 77 124 99 160 138
6 40 40 62 62 93 88 124 ]13 160 158
4 40 40 62 62 93 84 124 10$ 160 151
SHEET DRAWING 8:
40F 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D.E 4 GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION D AND ANCHOR5CHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW S.MACEDO BLVD
., PORT 5T-LUGE
'
(ED) EDGE Ww (ED) EDGE FLORIDA 34983
DISTANCE DISTANCE Tel.:(772)201-9919
: w Fax:(772)673-0588
ED, Ea 6A WWW.JU5T5HUTTERIT.COM
o. u/LEG
TRIMMED
2,2A N
m 0I0X3/4' TEKS V/LEG PRODUCT:
_ AT 12' oC •TRIMMED
SECTION D SUPERNOVA
_ � INSET MOUNT W (ED) EDGE 2
a TRACK 2 OR 2A DISTANCE �RpDION SHUTTER
F W� HEADER OR SILL ci LARGE t SMALL
a SECTION E = IMPACTED RATED
W w 1/1 B ANGLE INSET MOUNT ] n lryODfm
-� I HFADCRORSILL - - w 1/4-14X 3/4' TEKS
1 �rN = SPACED AT 12'OC
W P_NGINEERING:
l ¢ SECTION GH ENGCO INC. CA6tl6
1=il w w ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED "FADER SILL DAVIE, FL. 33314
m AS PER SECTION E - - - el,(954)585-0304
......... ----... . . __. ON TABLE BELOY.. - GCOGAOL
1- OM
3.3A ppnnlp,IG
= a) �1/4-14X1' GR$ SDS OR Idj1 •.
E F/
1/4-20X1/2' HHMS Y/NUT. P��' _
t SPACED AT 12'OC EN
j!
:L
C1D 11 s No." 2609 E
y ¢i 1/IB' S.p ST Otv.�
J
-� AL
4 IIIII111111111
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON �()� S 205
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BA52D ON SPACING IN I N C H E 5 ON CENTER E%MW,Swl
ANCHORAGE SPACING 162 13 108 84 60 162 132 108 84 60 Pedro De Fyueeedo-PE 52609
A B C D A B C D A B C D A B C D A B C D s E E E E
16 22 27 -- -- 27 33 -- 20 34 40 20 24 4 52 25 3 0 72 36 43 16 28 34 41 53 74 MIAMI DADS APPROVAL
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 BL 97 46 57 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 40 4 86 103 51 61 121 145 71 86 8 40 62 83 106 149 PRODUCTRGVISP,D
6 40 40 35 40 62 62 43 52 90 93 53 64 175 124 68 82 160 160 95 115 6 40 62 93 124 1 0 as eompWns with tho Florida
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 f60 143 160 4 40 62 93 124 160 �� N S o5 G3
I 1 22 26 - 2 32 2 - 41 26 4 58 36 34 I 1 22 27 33 4 60 B�In Date o t'9
9 22 26 - �3f
27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 5 3 tly
SECTION E $ 25 30 — 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 B 30 37 6 82 Muni dud Centro
6 34 39 24 41 48 3D 28 50 59 36 35 65 76 47 4 91 106 65 62 6 40 0 61 78 10
4 40 40 36 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
$6301
__ __ -_ -- P2 -- -- 23 27 -- -- 23 34 22 20 4 48 0 26 12 -- 22 27 35 49 DATE:04/07/2015
24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 6 SCALE:NA
SECTION GH 27 - 2B 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 B 27 34 41 53 7 DESIGN BY:PPMF
36 23 21 37 4 28 25465334 3 59 69 3 40 B 96 61 S6 6 37 455 9
40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
5HEET DRAWING d:
5 OF 13 1 15-14G
MANUPACTURER:
TYPICAL SECTIONS G, F AND I
AND ANCHOR 5CHEDULE _f JUST SHUTTER IT INc
~ 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
Iz _ � FLORIDA 34983
��
ee Q¢ 5ECTIOM I Tel.:(772)201-9919
h y RECESSED MOUNT Fax:(772)673-0588
F w� 51LLONLY WWW.JU5T5LIUTTERIT.COM
410X3/4' TEKS h
w
as AT 12' oc Sao
oc
w c'mD PRODUCT:
�- 5ECTION GEd ANCHORS TYPE
ADJUSTABLE MOUNT
A. H, COR D 5UPERNOVA,
rxn SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'13C
INTO CONCRETE-4'(3000 PSI CONCRE'(E) t APPLICABLE FOR ALL LOAD O(TRUDED ALUMINUM
N I INTO WOOD-2 112•(WOOD SG:0.55) CLEARANCE CONDIT IONS FROM TABLE 1 ACCORDION'LARGE 4MALN LL
I INTOMETAL:2°(COG1TGX1W=AMMA9Cffl= ,s -
I IMPACTED RATED
<ED) EDGE
•u.- :..s,,�s•.::- �...�::;.r. DISTANCE '
STANDARD LOCATION 2A \ ALTERNATE LOCATION GINEERING
ANCHORS SPACED ANCHORS SPACED EN :
AS PER SECTION G ( w AS PER SECTION GI ENGCO INC. CADi:6
ON TABLE BELOW (TEDD)DE E ON TABLE BELOW ] 5595 O GE 201
I�)15TfdCE -} l/lB ---.. DAVIE. PL. 33314
... .... ..-..I_ .ALTERNATE (ED) ..... --. ._. 954)555-0304
a.._ _ ._ ...... ACK INS N F _.. ._ ._.. .. �.... T EN6C0@AOL.CAM
III^^^^ ~ a •A'TRACK INSET MOl1Ni
EDGE DISTANCE _ W Slu ONLY
w tttgnuun•�.,,�,.
x J tl
W G t
W
L� w 1- ANCHORS DESIGNED ��rQvr .1A EN
AS PER SECTION F
ON TABLE BELOW j NO 2609
4 � STA OF
Om.
Gi ,'��.nnJ/Ntd
Li
C ED> EDGE JUL 3 U 20%
DISTANCE w
MAX. BLADE SPAN IN INCHES
e:gmeer seal
SEE ANCHOR SCHEDULE ON Pedro Dehouevedo-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 162 132 108 84 60 162 132 108 84 60 MIAMI DADEAPPROVAL-
A B C D A B C D A 11 C D A II IC ID A B C D s E E E E E
16 -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 2 26 16 -- 21 26 33 46 PRODUCT RBVlHT1)
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 B� plying e ith IIw Rapids
SECTIONG 8 28 33 20 20 35 41 24 24 42 50 30 29 54 4 38 38 76 90 157
3 53 8 34 42 51 66 92 AetrptaturoNo o'5�/S.o3
6 38 1 40 126 26 46 54 32 32 56 67 39 39 73 86 1 50 1021120171 7 6 40 56 68 88 123 n m �J9
4 40 1 40 139 139 1 62 162 148 48 I 85 193 159 159 1 109 124 76 75 153 160 106 105 4 40 59 72 93 130
28 34 IS 21 35 42 25 42 51 23 31 55 66 29 40 7 93 4l 55 F6410
43 53 8 95 MMIm pye uG Control
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 58 70 90 127
G1 ORF B 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 8l 111 6 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 93 124 160 DATE:04/07/2015
404040 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 62 93 124 160 SCALE:NA
DESIGN BY:PPMF
5HEET DRAWING 80
6 OF 13 15-146
MANUPACTURER
TYPICAL HORIZONTAL
JAMB AND CORNER SECTIONS J JUST SHUTTER IT INC
OPTIONAL
SEALANT 1341 5W S.MACfOC)13LVO
FORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 349W
ANCHORAGE TO WALL SECTION J TYPE A, III C OR D Tel.;(772)201-5919
IS NOT NECESSAIR JAMB CLOSURE 4' FROMS ENDS
S-ASFCFION J I Pox.(772)G73-0588
ii WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE WWW.JU5T5HUTTFRIT.COM
INSET MOUNT
X
-ITI (X2) #IOXI SDS IA
TOP AND.BOTTOM DME[Wff_l PRODUCT.
91 o,—TRACKS
r SUPERNOVA
I
IFIR EXTRUDED AWMINUM
I 6 '0� ACCORDION SHUTTER
70RE7 LARGE t SMALL
> —7A IMPACTED RATED
(40
ENCINEERING:
�TOP& BOTTOM TRACKS FNGCO INC.
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)585-0304
IB tNGCO@AOL.COM
E
ANCHORS TYPE
OR D
SPACEDC AT 24'QC No 52609
6 DIS
(ED)TANDCE ST EGE— OF
Irk
SECTION R:12
NI
AMB CL05URE L
U
T
BUILT-OUT MOUNT
21 OR 11 JUL 30 2015
RIOX3/4' SS SMS OR
3/16' POP RIVETS
SPACED AT 24'OC SECTION J3 Pedro Dafigvareda-PE 52609
ad CORNER,CLOSURE MIAMI DADS APPROVAL
PRODUCTIE13VIS13D
m conilying widt dw Florida
p1twum(wo
Amfu."N015-0613-07
N, ton VIM DIL7
M wrd
DATE:04/07/2015
SCALE.NA
7 OR 7A DESIGN By..rpmr
1B lg (19) PUSH BUTTON I=
ON '
7LOCATED 13M ACCORDION
1 ._'
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
L 7 OF 13 15-146
MANUFACTURER,
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT mc
HD LOCK SECTIONS L
1341 SW 5.MACEDO BLVD
PORT 5T.LUOE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0568
WV✓W.JU5T5HUTTERTT.COM
NOTE:SHUTTER CAN BE LOCKED FROM a
IN51DE OR OUT5IDE BY PLACING LOCK Z N ` 5ECTION L
INSIDE OR OUT5IDE A5 REQUIRED. o F aJ c , LOCK SIADE SECTION
H a CL05E P05MON PRODUCT:
Q d,2 N�j
daaW SUPERNOVA
y W EXTRUDED ALUMINUM
ACCORDION 51-UTTER,
L , LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. GA8116
1 5595 ORANGE DR.201
1 1B DAVIE, PL. 33314
1B
8
F. SA ENGCO@AOL:COM
6j
,DE , �zytrL
COMMERCIAL MORTISE LOCK W/ •4 O
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE,
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24.00 STA OF �j Z
. ALT RMATEWm
51! N Li
SECTION LLOCK BLADE
STARTER EVADE SECTION 1 A •��.sS/ �,�
. w OVAL
LOCKEHIMPOESITIOOMON _ �aiinm�xA��
,IIIL 9 0 7.015
2� 2j 8 Engineer Seal
Pedro De Piguemedo-PE 52609
MIAMI DADE APPROVAL
a
aAODUCTRDith hD
a B�"ca ft with the Florida
Ax�pv„w 5.0 .03
Ew IonDalo n )q
,� 8A
BA 8 bumf uM mm
B 1J1B
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DC51GM BY:PPMF
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN LB 5HEET DRAWING#:
AND INSIDE THUMB TURN
8 of 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER
TYPICAL HORIZONTAL JUST SHUTTER IT 1Nc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE 1841 5W S.MACEDO BLVD
ONLY AT OPEN POSITION PORT 5T.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
•-►u 7A WWW.JU5TSHUTTEWT.COM
N
NOTE:5HUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK z N SECTION M PRODUCT.
INSIDE OR OUTSIDE A5 REQUIRED. a F LOCK BLADE SECTION
¢¢=
CLOSE POSITION
7A SUPERNOVA
a a 4 EXTRUDED ALUMINUM
ACCORDION SHUTTER
�'yft,f W - VERGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 70f ° 7 OR 7A ENGCO INC. carr
t� 7 OR 7A 5595DAVIORANGE m 201
... Tel.:(954)585-0304
IB -_ ._ 1/4-20X3/4'THLIMB SCREW ENGCO@AOL.COM
LOCATED ON ACCORDION `
INTERIOR OR EXTERIOR SIDE ULL PINff .//.•�
DRILL AND TAP.OPPOSITE IjN$iDE ORP
OUTSIDP.E ,dfff DE F///����,���.
6 3� BLADE TO RECEIVE SCREW �'•...w...,,,wF/L
�r CEN,
(19) PUSH BUTTON LOCK, Qj�
LOCATED ON ACCORDION. NO.52609
INTERIOR OR EXTERIOR SIDE * *Z
ALTERNATE SECTION M I '4 STA IF
.. LOCK GLADE SECTION
- - 5TARTER BLADE 95ECCTTION
OPEN POSITION fS •� v
10
ANCHORS
b�,e
/yIII//N/Irrff
AANCBORC ORPD JUL 8 0 ?.015
7 OR 7A SPACED AT 24.00
Ertgmeer 501
Pedro De 5queuredo-PE 52GW
7 OR 7A—"-_
A IA � MIAMI WE APPROVAL.
a PRODUCERMSED
s ndws lndwith the Florida
Aon«yet as 513.03
v:m 7 OR 7A mDwoa /9
min
1 "V 6y Con o
IB PUSH BUTTON LOCK 7 OR 7A
)'
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04107/2015
SCALE:NA
1 1
DESIGN BY:PPMP
!B 1� BTO
SHEET DRAWING N:
9 OF 13 15-146
MANUFACTURER;
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT 1Nc
5TD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WW.JU5TSH UTTERIT.COM
NOTE:SHUTTER CAN BE LOGKED FROM
IN51DE OR OUT5IDE BY RACING LOCK SECTION N
IN51DE OR OUTSIDE A5 REQUIRED. N LOCK BLADE SECTION
y w CLOSE F051TION PRODUCT:
JaN 5UPERNOVA
"a
EX)KUDED ALUMINUM
toy ACCORDION SHUTTER
LARGE 4 SMALL
. IMPACTED RATED
ENGINEERING:
M CD
ENGCO INC. cnells
5595 ORANGE DR 201
1 IB DAVIE, FL. 33314
1B
22A Tel.:(954)585-0304
.... ... . .. . _ ... -. .. -• - ENGCO@AOL.COM
S 22 ttpauu•..••„��.
6O 22B 40 D F//�j'Q.
j�No 2609 s
2
ANCHORS TYPE
A, B, C OR D ='0
SPACED AT 24.00
ALTERNATE SECTION N I
LOCK BLADE WNH •%yya14
LOCK BLADE SC
TION
STARTER BLADE SECTION IA 0�4DTI 4y NAI�wo,o°
OPEN POSITION
JUL 3 0 2015
3 2,15 Engmeer Sal
Pedro De Fguevedo-FE 52609
MIAMI OADE APPROVAL:
aPJARODUCfIIBVIBBD
!� Q)ft eFlmida
N �9
A >�te ccqtmce go o•05 3.03
�Q
e
j CAO
22A 22 Contra
1
16�
22A 22B DATE:04/07/2015
22 SCALE:NA
DESIGN BY:PPMP
1 L
IB 10 SHEET DRAWING N:
10 OF 13 15-14G
TYPICAL BLADE ASSEMBLY MANUFACTURER,'
BILL OF MATERIALS JUST SHUTTER IT ilc
13
ITEM DESCRIPTION MATERIAL MANUP RR 1341 SW S.MACEOO BLVD
12 13A P 3 6 ALU UM NA5.0. PORT ST.LUCIE
16 to STARTRBLADE 6063-TG ALUMINUM NA.5.A. FLORIDA 34983
IYII9M 0.19 JB COMPOSITE BLADE 6063-T6/LEXAN NASA. Tel.:(772)201-9919
l4 IC FLOATING STACK BLADE COGS-T6 ALUMINUM NASA F.W.(772)673-0588
20 2 CEILING TRACK 60G3-T6AUIMINUM N.A.5.A WWW.JL)5TSHUTTERIT.COM
16 / 3 1.1 I/2'WALL MOUNT TRACK 6063-76 ALUMINUM NASA
!4 1B 3 2'WALL MOUNT TRACK 6063-T6 ALUMINUM
4 'A TkACK GOG3-T6 ALUMINUM NASA.
5 RPLE55t1)T TG ALUMINUM N 5. PRODUCT:
6 AaIU5TABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A.
GA ADJUST EMAIE CK 6063-TG ALUMINUM s.A. SUPERNOVA
ttEADER 'I 7 UNIMATE LOCK BLADE W!O LP 6063-76 ALUMINUM N.AS.A EXTRUDED ALUMINUM
0.14 7A UNLMATE LOCK BLADE LP 6063-TG ALUMINUM N.A.5.A. ACCORDION SHUTTER
8 HO FEMALE LOCK BLADE 6063-TG ALUMINUM N.A5.A
13-B I OX3'HIL HD MALE LOCK 51ADE GOG3 T6 ALUMINUM NASA. LARGE 4 SMALL
BB HD ADAPTOR FILLER 6063-T6 ALUMINUM
N.A,5.A. IMPACTED RATED
410BLA5 9 V JAMB 6063 TG ALUMINUM N.ASA
410 STALNlfSS STP-PI. 9A 0 JAMB CL05URL 6063-T6 ALUMINUM N.A5.A
10 14-2)(ANGLE 6063 T6 ALUMINUM N.A.5.A.
II I/@•2X ANGLE 6063-T6 ALUMINUM N.AS.A. ENGINEERING:
C.19 t2 WHEELCARRJR PLATED 5TEEL/PMO N.ASA ENGGtJ INC. cAalte
SILL 13 B IOX3•HH BLADE 5CRLW 410 5TAJNLE56 STEEL N.A5.A
a 13A 81 OX2'HH BLADE SCREW 410 5TA)NLC55 N.AS.A 5595 ORANGE DR.201
14 OA4'DIAM.FLAT WASHER STAINLESS STEEL N.A.5.A DAVIE, FL. 33314
15 0.46'0 x 0.93'BUSHING NYLON N.A5.A 'Tel.:(954)585-0304
t 6 0.46'0 x 0.65'WHEEL BUSHING NYLON N.AS.A - ENGCOQAOL.COM
14 1B 14 19 PL13 DUTTOMLOCK .
20 12k 378'WHEEL SPACER NYLON N.A SA +ppanxn"�h
15 IPIIWAGL ~; 211/IG-IX2,IX25 IXA 1.5X3 AWAJ5 6063-TS ALUMINUM E.�.`1
O.14 22 510 FEMALE LOCK B1AOE GOG3-T6 ALUMINUM N.A5A +10+ •Y/�'O,
13 t3A 13A•BIOX2'nil 22&m 5TDMALELOCK BLADE 6063-T6 ALUMINUM N,A5A �3f �V\ EN'9'e t
BLADE SCREW 22$ - STD LOCK KEEPER 6063-T6 ASiJMkNUM N.A.5A .
410 STAINLESS STEEL NO:52609
R.500
0
0.4 0 a 390 STATE OF W.
O.20 a 390 a 44 1103
0,4Y�ss R 401.�1�ti►
�-� L
c --1- �.,CONAL 6 rnl+u++ro
d ''•�mr
�L '-a310 F 1 IWI JI 1 Q �� ��("`C✓/ JUL 8 4 2015
d o� o FLATWA�SHR�L ANCHOR SCHEDULE Pedro D.rl"redo-PE 52GO9
I6.4610X.651 15-.46'0X.93• E
MB E.D. MIAMI DADE APPROVAL,
0.50 NYLON W11=BUSHING MON BUSHING TYPE DESCRIPTION
20.112'0X0.36• A 1/4'ITWTAPCOA11NT03000PS1CONCRtfE 75 3.0 pRODWTREVMBD
NYLON WHEEL 1/4'EL.CO ULTRACON INTO 2700 P51 CONCRETE 75 2.5 as OandYieEailh Ow FloridaSPACER AI I AP N CONCRM OLOa 1.25 3.0 Building Code
1 W.t1C0 ULTRACON INTO CONCRETE$LOCK 1.25 2.5 Aaevlmm ND 0 .p;
$ 1/4-20X ALL OINTS SOLID-5ET INTO 3. 1 CONCERT TE 0.875 3. > D Date I Q
I -20X I ALL POI 5 50U"ET ET INTO CONCRETE BLOCK, 5 O CnDvaL
12-WHEEL CARRIER C 1 LAG 5 INTO G= 5 1.5 1.
STAMPED 55 WITH D1/4'-14 5EV DRI WNG SCREWS INTO 1/W STEEL OR ALUMINUM 0.75
o NYLON WHEELS E 114'CRETE-FLEX 554 INTO 3(X70 PSL CONCRETE 1.75 3.0
dr E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3,0 DATE:04/07/2015
NOR9: CD:WGE OI5TANCC SHALL BC BCYOND WALL 0RC591N6 SCALE:NA
10 eHB�en+MM"TrSIWLBEDEM10WALL Dw�Nc DESIGN 191':PPMF
7/4'TAFOON.IAt'CRCTE•PDX,a14 WOOD 5CRft35 CAN Be USED IN RMACE Or IAP IAG5LRCN9
C5
(—i.24"1
SHEET ORAW7NG N:
I I OP 13 15-14G
SHUTTER COMPONENTS MANUFACTURER:
4.56 -3.92 JUST SHUTTER IT INC
-4.54 4.09 3.23 0.16
4.08 g 1.24 1.99 d bl 2.85 ORT 9134 1 µT.'LUCIE5. �E�BLVD
o FLORIDA 34983
m DD' cj m o g -I d 97 0 0 o Tel.:(772)201-9919
N O o
-0568
C3 Oh 1.23 3.21 $L 1.49 d `I o FWNMr.JU3T5tiinimtT.COM
p•
15-COMPOSRE
I-0.05'ACCORDION BLADE ALUMINUM/LEWV4 BLADE 7A-UNIMATE W/LP
o T d LF)LAN POLYCARBONATE APPROVED LOCKING BLADES 0.41
1.45 AS PER NOA 13-0717.01 7-UNIMATE WIO LIP
A IO2UV LOCKING BIADE5 PRADUCT:
I A-STACTM BLADE
CL 51 ---z.31 SUPERNOVA
4in0.06
51 EXTRUDED ALUMINUM
ACCORDIONSIMER
L �� TARGE 4 SMALL
o IMPACTED RATED
I -F
yy .� r a 813-ADAPTOR FILLER,
USE WITH&AND 8A
O' 0 0.6l 1 a s a d.: •: ni ENGINEERING:
@ I C-0.05'FLOATING STALK BLADE 0.07 L mo ,� 1.99
2-INSET TRACK W/RG �T LONAL c
3.OD ENGCO INC. -,B116
HEADER/51LL MOUNT 8.64 5595 ORANGE DR.201
E. FL. 33314
0.13 2.1-INSET TRACKµ9O RG 0.08 8A•MATE HD 0.08 0.60 DTel.I(954)585-0304
ALTEIIRATE CALK _ ... LOCKING BLADE
�L//(�Y� HEADER/91LL MOUNT B-FEMALE HD ��_• �- '' ENGCOQAOL.COM
r llJ/ AAMICCUM END TTO 3.83 LOCKING BLADE '",���...••.••,
"`�.. TRAM 3.3.1 0� ti M 5-RECESSED TRACK rd��,` E F1/�^�'4r.
M AND I Q� $ 51LL MOUNT ONLY ���
+ 0 860 8.1 x` ENS'p %
d �T'
CL 10 o a o.�7 No. 2609 7p
83 d 0.860 �-�-rP-
2.41 79 aS7A d 0.07 0.61 1 d 0.06 Tj
d 2.ES y O�� �k.0
LG
" °�' ^ ^ 9B HD JAMB CLOSURE
.D ^ 3A-Z'BUILD-OUT TRACK d d0. 6 d N ''iq�i�NAL A1d,j1
d D,06 �_ HEADER/SILL MOUNT
1.o OR 3A.I.2'BO TRACK W/O 228-LOCK KEEPER INSERT 2 70--I JUL 8 0 2015
.SB -J0.61�� RAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD 9-I'JAMB CL05UP2
0.07 R6 LOCKING BLADE LOCKING BLADE T Engmeer Seal
3-1°// Bl1tLT-0UT TRACK OPTIONAL 1 o Pedro De Rgvevedo-PE 52609
I
HEAMR/SILLMOUNT 3.70
0.125 0.25 MIAMI DAOEAPPRAVAL:
3.1-I'UJ'BO TRACK W/D I� I- 9A-2'JAMB CLOSURE PRODUCT ROVISED
RAIN GUARD(RG) 2.43 2.07-
1.91
.07 0. I_ I`
0.66 1.91 0.06 Bulldi� IhItmETurlda
0.6l ��.. Aeeepl im No .0 13,03
Z>2 Bnp7 IonDaeo /9
0.06 sE 21-1/16'THIcKANGLES BY
6063-T5 ALUMINUM ALLAY Mte; Cantm
0.61 �Or C3 d c 1 N O O 1 SIDE CLOSURE USE ONLY '
0
0.83 ri vi
$ Q o M 2.0961 0.75 DATE:04107/2015
c c o.07 -2.23 0.07 3.36 SCALEr NA
T GA-ADJUSTABLE MALE DESIGN BYr PPMP
6-ADJUSTABLE FEMALE HEADER/SILL MOUNT -2.0---�
3.37 HEADER/SILL MOUNT 2.0
4 'A'TRACK SHEEP .DRAWING N:
SILL MOUNT ONLY 11-1/8'Tl11CK ANGLES 10-I/4'THICK ANGLES l' OR 1.5'� 1 2 0E 13 15-146
6063-TG ALUMINUM ALLOY GOG3-T6 ALUMINUM ALLOY
NANUFACTURBL•
SECTION X JUST SHUTTER IT IND
TRACK 2 OR 2A INSET MOUNT
55CURED TO AN ALUMINUM PLATE 1341 SW 5,MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.WCIE
FLORIDA 34983
Tel.:(772)201-9919
Fac:(772)673-0588
WwW.JU5T5HU1TERIT.COM
0.63 0.62
1.25 1.25 1.25 I---�S.00---'I�
in PRODUCT:
(4 PER RAFTER) a
1/4'X 2 1/4 FH TAPCONS SUPERNOVA
WITH 2' MINIMUM 114'X5'6063-T6 ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
5.00 IMPACTED RATED
NL
m 1/4'X5' OR I/S-X5' 6063-T6 oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO 1
RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. �slls
SEE TABLE BELOW FOR SHUTTER �.
_ cpm SPAN & PRESSURE 1/4'X27(5°6063-T6 ALUMINUM ANGLE 1 5595 ORANGE DR.201
T DAVIE. ) 5-03 4
w I 1/4'-14X 2' SELF DRILLING SCREWS ,._ _ - ._ _. _ _,_. Tel.:(954) OL.CO 04
to z SEE SHEET 5'MOUNT TYPE D ENGCO®AOL.COM
�N ANCHOR TYPED FOR ANCHOR SPACING ''r�pprrrrrrrr�er
L
I 1/113
5,00— a 4 No. 2609 �o
_* It
STA IF
6T I/8'X5'6063-T6ALUMINUMPLATE t`'s�OR
ALLOWABLE DE51GNED PRE5SURE5 AL.LOWA15L E DE5IGNED PRE55URE5 ONAL
FOR 5EC11ON X WITH I/4'ALUMINUM PLATE FOR SECTION X WITH 110 ALUMINUM PLATE ,s 'r wrrraAll"$�
51ADE MAXIMUM DESIGNED BLADE MAXIMUM DE5IGNED � 5.00JUL 2015
�
SPAN PRF55URE F) SPAN FFE55URE(P5F cu I
IN BLADE I BLADE I B (IN) BLADE I I BLADE 115 T Engineer Seal
60 ±159 -TI 60 ±99 ±99 1 Pedro De Piguemub-Pt 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE 00
84 ±1 13 ±1 13 84 ±71 ±7 I 1/8'X27(5°6063-T6 ALUMINUM ANGLE ci MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 ± 88 ± 88 108 ±55 ±55 FRO13=1Y6wSCD
126 ± 68 ± 68 126 :'47 ±47 sool0rlyingwilhNeFbdda
132 ± 62 ± 61 132 ±45 ±45 Bm7Qi�code
t44 +48,-52 +45-47 144 ±41 ±41 /9
I62 1+30,-40 1+28,-33 162 ±30 +28.-30 8y
NY Dodo uo ConUo
NOTE I- LINEAR INTERPOLATION I5 ALLOWABLE BETWEEN BLADE 5PAN 517.:5 DATE:04/07/2015
SCALE:NA
DESIGN BY-PPMF
I
SHEET DRAWING aR:
13 OF 13 15-146