HomeMy WebLinkAboutProduct Approval MIAMI-DiADE AUG ; '
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE
R)i yi Q c:,o u nt� �_ 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)P, W _ wwwminmidade.eoWeconomI
Just Shutter It,Inc.
1341 SW S.Macedo Blvd. P' %
Port St.Lucie,Florida 34983 !. `%oe`" :� � +
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 i through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De
Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
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 Heimy A.Makar,P.E.,M.S.
CMIAMMMECoMUIVTY
NOA No.15-0513.03
� Expiration Date:08/14/2019
Approval Date:08/27/2015
0 8�2 71201 S Page 1
J
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 Il, 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., cert6ing that the drawing(No. 14-131)prepared for Just
Shutter It, Inc.is engineering wise identical to N.A.S.A.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco, Inc., dated April 07, 2015 signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
LlWmy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/201.5
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.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 bate:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER
5UPERNOVA
JUST SHUTTER ITING
1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER PORTSr.Luc1E
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT
Tel (772)20 t-9919
Pax:(772)973-0588
W W#,JU5TSHUTTER)T.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THI5 APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE:THIS PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
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. CA6116
'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: D595 ORALGE3 3141
5UPERNOVA EXTRUDED ALUMINUM ACCORDION 9HUITER
MIAMI-DACE COUNTY PRODUCT CONTROL APPROVED' Tel.:(954) OL.CO 0q
--• -
SLIEEt -.�.- ...._ ..-DESCRIPTION' -..__ ... .._.. ENGCO®AOL.COM ..
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED•BY•A
I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTION5 A N�•:
PROFE55IONAL ARCHRECT OR ENGINEER FOR EACH SPECIFIC PRDJECT.THE CALCULATED PE51GNE0 a+��� DE F/ ay
URIC URE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER C01v1PONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BIADE PRESSURE TABLE 1, 1 A AND GLA55 p`J�
SEPARATION TABLE 2 .�Q
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPE5 SHALL BE MADE OF GOG3-TG OR AS NOTED. No.5 609 '
3 TYPICAL SECTIONS A.B 1,B2.53,04 WITH ANCHORAGE TABLES
G-FASTENERS:A59EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED M THE CURRENT 5ET OP .p Z
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL. 4- TYPICAL SECTIONS D4 C WITH ANCHORAGE TABLES STAT F �Wr, ,y}
7-USE:IT SHALL BE THE RE5PON51BIUTY OP THE CONTRACTOR,ARCHITECT OR ENGINEEKOP RECORD 5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES � ,�..R I.... TSF
TO VERIFY THE POLLOWING: ., QNAL ,
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO Be ATTACHED INSURING PROPER
G TYPICAL SECTION5 F.G 41 WITH ANCHORAGE TABLES �'�•n.,a.11f �
ANCHORAGE. JUL 3 0 2015
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS!P
REQUIREMENTS,DESIGNED PRESSURES ETC. g LOCK MALE 4 FEMALE SECTIONS'L' Eng neer Said
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. Pedro De Figue:redo-PE 52609
8-.33 1/3%INCRE46E IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 I.00K UNIMATE SECTION5'M' MIAMI DADE APPROVAU
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK5ECf10N5'N' PRODUCTRIIVISf D
u complying wi lh tite Piotida
1 I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Bulldog Cody
AM1111u _to°No 0517.o3
avi ImUal° 19
U5ERINSTRUCTIONS-. 12 COMPONENTS
duct Ce:Ntol
I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 5ECTION w DETA0.5
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE:NA
DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5HEET DRAWING N: 1
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-146
PRE55URE FROM GENERAL NOTES 4
MANUPACTURERI
i
JUST SHUTTER IT INc
T�SP�MKT5�
TABLE I A INTERIOR/EmpioR. 1341 5W 5.MACEDO BLVD
e� PORT 5T,LUCIE
MAKIMU BLADE • ' MAXIMUM ALLOWABLE N I R N I B BLAD[5
5HUTfER URE 5HUTTER SPAN X PRE55URF t00.1 1–� FlARIDA 34983
Tel.:(772)201-9919
BLADE 5PAN PRE55URE(PSF) BLADE 5PAN PKF55UFE(P5F) `� ALL ALUMINUM BLADE5 Fax:(772)673-0588
INCHES 5 NEG INCHES G 1 1 WWW.JU5T5HUTMW.COM
GO I Go IG Go GO IGO
GG 158 158 GG 158 158 INTERJOR/EXTERIOR
72 14 144 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 84 124 124 INTERJOR/EXTERIOR
90 G LIG 90 1IG I!G 68
SUPERNOVA
COMBINATION EXTRUDED ALUMINUM
96 108 108 96 108 108 t L t� LEXAN
104 I00 I00 104 I00 100 r`m 100' ALUMINUM
sCM BeaRRnNceBlrwrcES ' ACCORDION SHUTTER
108 93 93 108 93 93 a COMINNATIONSA9REQUIRED LARGE SMALL
114 83 83 114 83 83 IB 1B IMPACTED RATED
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 —a-
132 62 62 132 G I 61 ENGINEERING:
138 57 57 138 53 53 INTERIOR/EXTERIOR ENGCO INC. uelJc
144 48 52 144 45 47
150 41 48 150 38 42 5595 ORANGE DR 201
162 30 40 IG2 28 33 1B–� 1B� IB Tel,DAV9, PL_ 5-03 4
• Tel.:(954)5850304
.-... NOTES:..._.... ... ...._.. ._ _._. .. .-__-.Nm .._... .. __ ... ._ .. ._ _ .. .. A-LtLEXANBLADES - ENGCO@AOL.COM ._ .....
1-ACCORBIORSHUTIER OUB!SPAN(INCHES)YORALL CONDITIONS J
2-PRL'SSIJR2-bromm WIND LOAD IPSP) 1B 211
�Iluu�����
8-TABIIUYeulf 11 u L9 ACCEPTABLE POR Mmm WIND LOADS AND MADE SPAN SETWEI 7 �;INTERIOR/EXTERIOR .. '�M ,
4-USEYA%E W ENONIORMORETar IBBIADEIs ITsrn Y� �• DE / '�,L
5-BLADE REVlRS®INSTAWTION 15 ALLOWED rORALLMWNTW CONDITIONSn'tIH,pE, Ap-.
TABLE 2 f No. 2609 re`tvG
MINIMUM SHUTTER 5EPARA110H FROM GLAZING
TYPICAL ELEVATION TYPICAL CRO55 5ECTION �� STAT P
A,B,C O,E,GH rl
X O� 04 OR
TOP TRACK GLAZING SEPARATION (INCHE5)
r BLADE TWE BLADE SPAN
<=60" <-10411 <–1
ALUMINUM 2' 2 3/4' 3.125° JUL 3 0 2015
a ro GASS ALL EIEVATM5 Engineer Seal
Z ' srrA*Ia Pedro De Pguurodo-PE.52609
a LEXAN 3' 3' 3.
rn L M N a <=30 L'IEVATION MIAMI DADE APPROVAL:
u q 11PRODUCTRBVISBD
K J LEXAN 2 1/8' 3' 3' USc0m tying with lheFladdu
r Tq >30 EIEVA¶ON BuildhZ Code
ADcepluLcc tJo 5_05/ ,p;
W NOTES: � ZeI�I
I•SEPARATIoN rRAM GLAZING ARPA9 MIALL De mfASu 0 FROM
H GLAZINGSURFACE YO THE CARL M057HEH OR ROWA RAM BY
7 2-GLASS SEPARATION L9 APPiTCAOIE FIR THE INHZ IOP.PNARD AND i D uM CbUtro
N MNMI•OADe COUNT=.
3-WW SHUTTERFSAPARATI N MML BOTHTYPP9 OF BLADES THE
LARGEST GU58 SEPARATION SHALL APPLY.
DATE:04/07/2015
A,9,91,B2,83,04 BUTTON TRACK SCALE:NA
C D E F C t GH DESIGN BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
5HEET DRAWING H:
2 OF 13 15-14G
I
i
MANUFACTURER:
TYPICAL 5ECTION5 A.B 1.B2,B3.134
AND ANCHOR 5CHEDULE I/lB JUST SHUTTER IT INC
#IOX3/4' TEKS
Ld
1/4-114XV GR5 SDS OR AT 12' OC 134 I'SW S.MACEDO BLVD
RECTION A 1/4-20)(1/2, HHMS W/NUT
.MT-', PORT ST.WCIE
ON ANGLE SPACED AT 12,13C cq
liVDCR.ORSILL 16 PLOPJDA 34983
Tel.:(772)201-9919
2,2A cam 6 AVULISTABLE TRACK r-Ax.(772)r.73-0588
La
0
ON REVERSE ANGLE WWWjU5TShUTTfRjTCOM
SILL ONLY
ENDED.
r ANCHORS DESIGNED PRODUCT:
6A JH AS PER SECTION B4
r 7t ANCHORS DESIGNED
/-to � ON TABLE BELOW
AS PER SECTION A to 8t;; 5UPERNOVALXMDCD ALLIMINUM
13N TABLE BELOW
ACCORDION 5tiUrFER.
I/Is 1/4-14)(1--6R!�SDS 13R
;j CL 4 LARGE 4 SMALL
1/4-2OX3/ ;CPHMS W/NUT IMPACTED RATED
SPACED AT S'QC EMBED.
SECTION B I
'A!TRACK ON ENGtNEMWf
I/lB REVERSE ANGLE
SILL ONLY ENGCO INC.
5595 ORANGE OIL 201
ANCHORS DESIGNED DAVIV. FL. 33314
AS PER SECTION DI #IOX3/41 TEKS 5EcnON 53 Tel.:(954)$85-0304
ADJUST�,E)Lf ON fNGCO@AOLCOM
AT'12' 13C
4 [IN--TADLE-.BELOW
51D.ANGLE
SILL ONLY
6 ANCHORS DESIGNED 0040,
0, DE Fl,
PER SECTION B3 4!4� X
Tl No
AS
1/'4-14XII,GR5 0
1/4-20XI/2' HHMS W/NUT EMBED. ON TABLE,BEL13W AK
SPACED AT 12'13C No. 2609 1
ZI
6A ST F
EMBED. UOR 0.
ANCH13RS DESIGNED ONAL s
AS PER SECTION DR 1/4-14XI' GR5 SDS OR '061
L6 ON TABLE BELOW 1/4-20X3/41 PHMS W/NUT_,l ao$
I 1/—EIPTHML SPACED AT VOC AUL 3 Q 2015
cam Engineer Seat
MAX. BLADE SPAN IN INCHES rc*0 ve N"wedo-er 5209
SEE ANCHOR SCHEDULE ON
A 4V /-ts EMBED. MAXIMUM ANCHORAGE PRE55URP(PSIF)
Nr
Irm SHEET It FOR ANCHOR TYPE M P MfAM DAVE AfMVAt_•
_101 - MAXIMUM
A
DA500 ON 5PACING IN INCHES 014 CENTER
ANCHORAGE SPACING L 108 94 MODUCTROVISED
5FCT(ON D2 162 132
1/4-14XI' GR5 SDS OR P. El E 'El Fl E ErawnydyingwilhQceFlodda
1/4-20XI/2' HHMS WIMUT-A I IR TRACK ON I OvildiagOode
SPACED AT 12-13C STD ANGLE I 14
40 31 62 33 3 46 24 60 160 84 A w q W w Na 15-i P O'S
SILL ONLY SECTIONS r- 41) 3 6 4 -43--64- 60 0 fll 911
A,S1,B2 40 62 93 -91 24 10 146
B3,34 1 401 40 1 61f It 93 -13- 2 12 160 NYS Com'
MAX. BLADE SPAN IN INCHES 4 1 401 40 1.be 93 7§3- 2 12 160 Y60-
SEE ANCHOR SCHEDULE ON
110'
AT I
6A
tlOF121BED.—�
I I_R
MI EMBED.
24
GO 0
?4 10
I H24
124
12
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PKE55 (egf) 5A5fl7 ON 5 P C I N_r. I IN INCHES ON CENTERVATE:04107/2015
ANCHORAGE SPACING N 162 A 132 as BI c 84 Al bu 5CALEt NA
A I IB IBI Ic ID 93 61) 2g �9 B Bl T2-4- D 40 196 IOB 60 107 DESIGN Ety,Ppmr
44 - 40 40 2 62 14 49 a I�L Ila 7 160
SECTIONS 40 40 62_157 W 57 9 1 70 9 1 70 12 34 124 90 1'4 89 160 47 In 160 125.
Z1424 1 '60 16U
A,Bi 4 Ul tO 62 ir.2 �62 62 1 93 139 _;�3_ 9N_-9-S- 124 51 1E4 124 16
93
124 124 160 94 - Ir 0 6
N,.B2 7�-3 0 SHEET DRAWING#:
fl 5a 43 -2 16 62 62 1 93 152 93 'i�3 93 124 67 T124 124 le le T60 160
4 40 140 140 14D 62 101 124 124 124 124 16D 142 160 16D 1601160 3 O i3 15-146
62 16E 93 93 93 93 124 —
MANUPACTURER.
TYPICAL SECTION5 B AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel,:(772)'201-9919
AS PER SECTION C Pax:(772)G73-0588
_ ON TABLE BELOW WWW.JUSTStiUTTERIT.COM
+1I w
$ 3,3A
c a N � PRODUCT:
Ld
lnH s 5UPERNOVA
a rEXTRUDED ALUMINUM
1 N700
• c"�aD ACCORDION SHUTTER
LAR`'s r LL
OPTIONAL IMPACTEE 4D
RAE
ANCHORS DESIGNED = IMPACTED RAT[D
P,2A I1 F AS PER SECTION B z I/1H SEC ONC
,r
ON TABLE BELOW z a
N_ N
E
TRACK 3 OR 3A ENGINEERING.-
5EGTION B HEADER OR5ILL ENGCO INC. .e116
BUILT-0UT ON ` h 1/IB 5595 ORANGE DR 201
REVfRSE ANGLE 'r" G} EMBED, DAVIE, PL. 33314
HEADER OR 50.1 - ^�•,+ '. Tel.:(954)585-0304
•... .. _. __. ENGCO@AOLCDM ._ .
• 1/4-14X1' GR5 SDS•OR L ,p`��' �w-..,,
o ,+
1/4-20X1/2• HRMS H/NUT. 3,3A ®� v '^^. •�'•
SPACED AT 12-13CNT.
No. 2609 _
s
1' ANCHORS DESIGNED
AS PER SECTION C'
k ON TABLE BELOW
s O�;gyp
MAX. BLADE SPAN 1N INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE ) BASED ON 9 CING IN INCHES ON ENTER JUL 802015
ANCHORAGE SPACING 16 132 108 84 1 1 60 Enalneer5eal
kAA l H IBI IC D I A IA1 IB 11111 C D AI Hl C D 81 C D A AI B 1 C .D Pedro De P:gue:redo•PE 52609
14 4 -- 40 4 40 40 1 62 4 2 49 2 8 0 81 60 110 11 5 40 1 14 10
SE3TIONS 40 -^ 40 40 4D 40 62 21 62 57 62 57 26 93 70 87 70 119 9D 112 89 156 47 160 26 157 125 MIAMI DADS APPROVAL
8 40 26 40 40 40 40 62 2 62 62 62 62 93 39 93 87 93 B6 124 1 12 111 124 111 160 71 160 56 160 1 5 PAODOCI RBVISBD
40 5 40 0 40 40 6 43 62 62 62 62 93 52 93 93 93 93 124 1241124 1 4 124 160 94 160 60 160 160 oomplylgg with the[Tolida
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 12a 12a 124 124 160 137 160 60 160 160 BuddinsCodo
Acaaplance No -o(�5�1 Jr.o3
' 0�' on0ato 0�9
MAX. BLADE SPAN IN INCHES BY ua1Co��r
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5f7
SHEET 11 FOR ANCHOR TYPE BA5ED ON SPACING ININCHE5 ON CENTER
ANCHORAGE SPACING 62' 13 109 84 60
s E FII E El E V7719
E El DATE::4/07/2015
SCALE:NA
14 40 31 62 38 87 157 84 DE51GN BY:PPMP
SECTIONS 12 40 36 62 4 93 160-98
B&C 8 40 40 62 62 93 16013840 40 62 62 93 160 IS
40 40 62 62 93 160 151 SHEET DRAWING M:
40F 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E�GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D--,,, AND ANCHOR 5CHEDULE AS PER SECTION GH 1341 5W 5,MACEDO BLVD
ON TABLE BELOW �- ON TABLE BELOW
d FORT ST.LUCIE
' (ED) EDGE (ED) EDGE FLORIDA 34983
k DISTANCE w DISTANCE Tel.:(772)201-9919
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M 5ECTION D TIED
y INSLTMOUNTwi (ED) EDGE f 5UPERNOVA
w TRACK 2 OR 2A DISTANCE 2 EXTRUDED ALUMINUM
La HEADER OR SILL ACCORDION SHUTTER
~ a 5ECTION E e w IMPACTED RATED
00� 1/I B ANGLE INSET MOUM k w M r+too
HEADER ORSILL w _
_ T SPACEDXAT/12'CKS
. w ENGINEERING:
�x ► s <Z ENGCO INC. °.I6
Jaa 5ECTION GH
ITn ro y ADJUSTA&P MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED DAVIE, FL. 33314
(-) AS PER SECTION E 954)585-0304
I d I ON TABLE BELOW.. d
-
3,3A 1/4-14X1' ORS SDS OR E'�ayy
1/4-20X1/2' HHNS W/NUT. ��
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EN
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No.' 2609 =
14L STI F
/ONAL r�
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON JUL S ZO15
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRE55URE (P5F) BA5ED ON SPACING IN INCHES ON CENTER EngmeerSeal
lb 132 109 84 60 162 132 108 4 60 Pedro De Rgue.redo-FE 52609
A B C D A B C D A B C D A B C TIA B C D s E E E E
16 22 27 -- -- 27 33 -- 20 34 40 20 24 43 52 2 3 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL.-
12 30 36 -- 21 37 44 22 26 45 54 26 3 58 69 34 41 8l 97 48 57 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 3 9 67 B 40 8 86 103 51 61 121 145 71 86 6 40 62 83 106 149 lAUDUCTRDVISBD
b 40 40 35 40 62 62 43 52 90 93 53 64 15 124 68 82 160 160 95 115 40 62 93 124 160 ascaaTlyiogwllbth°FTorid°
4 40 40 40 40 62 2 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BDIIdinBCodo
I1 -- 22 -- - 1 22 126 -- - 2 "3220 ,109 22 26 -- -- 27 32 20 -- 3423 43 51 31 30 60 71 44 42 9 27 33 41 5 3
SECTION E 8 25 30 -- -- 3l 36 22 21 3826 49 7 35 33 68 80 49 47 830 376 6 34 39 24 23 41 8 30 28 5035 65 76 47 4 91 106 65 62 6 40 'S 6 78 40 40 36 35 62 62 45 42 152 1 97 1114 70 67 1361160198 93 4 40 52 64 82 115
12 -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 120 1 41 14B-130 128 1 12 -- 22 5 4 DATE:04/07/2015
9 20 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 SCALE:NA
SECTION GH 8 23 27 -- -- 28 33 121 119 34 40 25 23 44 51 33 61 172-146 42 8 27 34 53 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 4 31 5 69 43 0 82 % 61 '56 6 37 45 71 9
4 40 40 34 31 56 62 42—T3-8 68 80 51 47 68 103 65 60 123 144 91 184 1 4 38 47 57 74 103
5HEET DRAWING N:
5 OF 13 15-14G
E
i
i
MANUPACTUP.ERo i
TYPICAL SECTIONS G, F AND I
AND ANCHOR 5CHEDLILE -� JUST SHUTTER IT iNc
1/IB 1341 SW S.MACEDO BLVD
w ' PORT ST.LUCIE
= w FLORIDA 84983 I
ti 1/1B m ¢¢ 5ECTiON I Tel.:(772)201-9919 i
La on y REC SIU.ONLY
F=(772)673.0568
aVIOX3/4' TEKS s
W WWW.JU9T9HUITERIT.COM
w J� h
� AT 12• oc (ioo
ru
Fj 5ECTION G ANCHORS TYPE PROD
x
ADJUSTABLE MOUNr EDGE CLEARANCE(EC) A, B, C OR 11 SUPERNOVA
ti 3 I SILL ONLY INTO CONCRETE 4°(30001`51 CONCRETq i• SPACED AT 48'OC
a I INTO WOOD-2 112'(WOOD SG,0.55) R (EC) EDGE APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
T R .INTO METAL:2'(wcs-TGxWDRAswAs6S= ,� CLEARANCE CONDITIONS FROM TABLE 1 A QORDION SHUTTER
ULRCt 4 SMA
I i IMPACTED RATED
...s :• .r . _�. (£➢) EDGE
STANDARD LOCATION DISTANCE
ANCHORS SPACED 2A ALTERNATE LOCATION
AS PER SECTION G AS SPACED ENGINEERING:
ON TABLE BELOW `• (ED) AS PER SECTION G1
ON TABLE BELOW ENGCO INC. uellc
�D1EME w —1 5595 ORANGE DR.201 1/IB
• I °i DVt
_ _ _ SECfIO_N ' (9L54)565 0304
ALTERNATE (ED) _..
Iff-- a.._ F
EDGE DISTANCE ~ y °A° Nr ENGCO@AOL.COM
m 5✓LL ONLY •'''/ rrrroa•�••�M
ANCHORS'DESIGNED
13AS PER SECTION F ��4
ON TABLE BELOW NO.• 2809
STA OF ft10
g�
:1O'� p�O
/ONAL
T—i
(ED) EDGDISTANCEJUL 8 0 1.015
MAX. BLADE SPAN IN INCHES Engmeerseal
SEE ANCHOR SCHEDULE ONPedro OeEnetacer S-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRES RE (PSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 62 132 108' 84 1 60 162113P 108 94 60 MIAMI DADE APPROVAL,
A B C D A B C D A C D A B C D A B IC ID s E E E
16 -- -- -- -- -- 20 -- -- 25 -- -- 2 32 -- ^— 384 27 6 16 -- 21 26 33 46 PAODUCrREVISP.D
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 6 n complying%ilh Iho norldn
SECTION G B 28 33 20 20 35 41 24 24 42 50 30 29 54 4 38 38 7 0 53 53 8 34 2 51 66 92 Build"'good°
6 38 40 2 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 7l 7 6 40 56 68 88 1 3 AeaplmcoNoyS�/S�.o3
4 40 40 39 39 62 62 48 48 B5 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93130. �1fyy RocDnRo—"v"7-Ze19
28 3 21 35 42 ^— 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 68 5 h(Iwnl Dad oduc Couhol
SECTION 38 40 20 27 46 56 25 34 69 30 41 73 88 39 53 102 l23 5 74 12 40 58 70 90 1 7
G1 RF 8 40 40 D 40 62 62 37 50 85 93 45 62 109 124 58 79 f53 160 8l 11 8 0 62 93 1241160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 ]24 77 106 160 160 108 98 6 62 93 124 160 DATE:04107/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 ]24 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:FPMF
5HEET DRAWING A
6 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT we
JAMB AND CORNER SECTION5 J
OPTIONAL 1341 5W 5.MACEDOBLVO
SEALANT - PORT ST.LUCIE
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE Tp NAL SECTION J TYPE A, B, C OR D Tel.:(772)201-9919
iS NOi NECESSARY JAMB 4' FROMS ENDS SECTION J I Pax:(772)673-0588
i> WALL MOUNT AND ONE AT MIDDLE WWW.JUST5HUTTERIT.COM
INSET MOUNT
P4
CX2) HIOXI SDS to PRODUCT:
9,9A TOP AND BOTTOM ODroff
TRACKS
to SUPERNOVA
I� W
EMRUDED ALUMINUM
I�
ACCORDION SHUTTER
• I � I�Im "8 LARGE i 5Iv1AU.
jl IMPACTED RATED
I
I
Lt--J
r,Ngo ENGINEERING:
TOP & BOTTOM TRACKS ENGCO INC. G6116
5595 ORANGE DR.201
DAVIE. PL. 33314
.. Tel.:(954)585-0304
.__. ._... .._ .. ... .._. I .—. ._
L.COM EN ®
GCA AO .. .
IB
E
ANCHORS TYPE .'Q tr ix w
s
A, B, C OR n No 52609
4—tm
SPACED AT 24.00
CED) EDGE STA OFDISTANCEE(LSECTION J2 rreya`�s*+w<a 10�'6��1,.•`
JAMB CLO •; ONAL
BUILT-OUT MOUNT �� '••��n����
21 OR 11 JUL 8 0 2015
#10X3/4' SS SMS OR E:yoleerSCSI
IA 3/16- POP RIVETS Pedro De Rguexedo-PE 52609
W SPACED AT 24'OC 5ECTION J3
re CORNER CLOSURE MIAMI DADE APPROVAL
MODUCTItBVISOD
r ooe:(dy1nD wi U.Uw Floddo
ton Dao 0/9
� �D�et onlroontro
DATE:04/07/2015
SCALE:NA
1 I 7 OR 7A DESIGN BY-PPMP
1B IB <19) PUSH BUTTON LOCK
LOCATED DN ACCORDION
INTERIOR OR EXTER113R SIDE
511EET DRAWING N:
7 0P 13 15-146
1
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT IND
HD LOCK SECTIONS L
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
' FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
NOTE:StIUTTER CAN Be LOCKED FROM �,� WWW JUSTSHUTTERIT.COM
IN51DE OR OUTSIDE BY PLACING LOCK
IN5IDE OR OUT51 DE A5 REQUIRED. ,
a LOCK BLADE SECTION
CLOSE POSITION PRODUCT:
JIM
"bW ,L _ 5UPERNOVA
EXTRUDED ALUMINUM
L , ACCORDION SHUTTER
LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
co ENGCO INC. weilc
1 5595 ORANGE DR 201
IH tB DAVIE, rL. 33314
Tei.:(954)585-0304
... Bp .. . ' '... ENGC0@AOL:COM ...
.. ... . ...-. . ..... .. .. - B
DE P1,
• 6� - "pp,urrrrb•,
COMMERCIAL MORTISE LOCK •W/ d`Q CE9gF / s
EXTERIOR KEY OR THUMB TURN NO 52609 _
AND INSIDE .THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE :B A, B, CORD * *0
SPACED AT 24'11C '4
STA OF /
ALTERNATE 5ECTION LI n�po
5ECTION L LOCK BLADE WITHSTARTER BLADE SECTION }'CraOOt�,
LOCKBIADE5ECTION IA '4 �� p�
OPEN POSITION __ DGEDplf b p�
III! 9 0 2015
2 2 L`{ —, & Engineer Seal
Pedro De Pigvetredo-PC 52609
MIAMI DAVE!APPROVAL
FROs
to asswro�ptyinp with ploridu
BullftOndo
AcceplancoNo 6� .03
8A—/ 8 MIamLD ucL mint
$ 1
1H
DATE:04/07/2015
COMMERCIAL MORTISE LOCK N/ 5CALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMP
INSIDE
1 COMMERCIAL MORTISE LOCK N/ L ANDINSTALLEDONUMB SHAPER0
LB EXTERIOR KEY OR THUMB TURN
LB
AND INSIDE THUMB TURN YT 5HEET DRAWING B:
INSTALLED ON SHAPE 8 8 OF 13 15-14G
e
I
A
1
t
MANUFACTUReR:
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
13NLY AT OPEN POSITION PE
TO SECURE STACK ORT 57.LUCI
FLORIDA 34983
Tel.:(772)201-99 19
7A Paz:(772)G73-0588
(ICU WWW,JU5TSHUTTERIT,COM
NOTE:SHUTTER CAN BELOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK
INSIDE OR OUT51DE AS REQUIRED. aSECTION M r K BLAD ECTIONPte '
HQ 7A
0 a a 4 EXTRUDED AOMIN
kyr w WM ACCORDION SttLrrTER
. LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. LAe116
to 7 OR 7A 5595 ORANGE DR.201
DAVIE, FL. 33314
.... 1J Tel.:(954)585-0304
• 1B .. ._ .__ .... _. ._ .. _. ENGCOo@AOL,COM
1/4-20X3/4'THUMI.SCREW
LOCATED I3N ACCORDION
INTERIOR OR EXTERIOR SIDE rprlrriiip
' DRILL AND TAP.OPPOSITE 1/4X1 1/2 PULL PIN rrpl ��..
6 INSIDE OR OUTSIDE . - DE F
3 � BLADE TO RECEIVE SCREW ��Q�. t'♦;/I"6�
C1% PUSH BUTTON LUCK' �p��CF✓�\CENBF;
LOCATED ON ACCORDION, 4�CT
INTERIOR OR EXTERIOR SIDE I° No.52609
*_
ALTERNATE SECTION M I '
SECTION M LocK BLADE!WOII sTA F
STARTER BLADE SECTIONO�+y�P� D'.• �4t/��
OPEN POSRION �jr'"`��,�.•""'�����•�
''a��ONAIrr�on'�
7 ANCHORS TYPE
87 DR 7A A, B, C OR D Jul- 8 0 2015
SPACED AT 94.00
Engineer Seal
Pedro De Piguaredo-PE 52609
7 OR 7A--, IA
MIAMI DADS APPROVAU
a PRODUCTpXVISOD
r amplylas with the Florida
Bhn'M4hyCode
um 7 OR 7A Aceepunee do�QD3
8 Lvl on Uafe o /4
l +v 6
IH PUSH BUTTON LUCK ea e
LOCATED ON ACCORDION 7 OR 7A
INTERIOR OR EXTERIOR SIDE
DATE;04/07/2015
SCALE:NA
1 1 DESIGN BY:PPMP
5HEET DRAWING M:
9 Of 13 15-14G
MANUFACTURER '
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER ITINC
STD LOCK SECTIONS N
1341 5W S.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588 j
NOTE:5HUTTER CAN BE LOCKED FROM WWW.JU5T5HUTTEPJT.COM
IN5IDE OR OUT5IDE 15Y PLACING LOCK 55ECTION N
IN51DE OR OUTSIDE A5 REQUIRED. N [10,�51AVE SECTIONCOSE POSITION PRODUCT:
-Jay SUPERNOVA
�^:q ACCORD ODED N SHUNUM
TTER
• LARGC•5MALL
IMPACTED RATED
ENGINCERINGi
ENGCO INC. CAe::6
1 1 5595 ORANGE DR.201
19 1H DAVIE, FL, 33314
22p Tel.:(954)585-0304
- •• ' ' "' ENGCO®AOL.COM'
65 22.
6 z2s �.��o`�`'
ow
No 2609
ANCHORS TYPE
A, 8, C OR D r,'0 t
SPACED AT 24'13CxJ�O g
ALTERNATE 5ECTION N I %'�� OR Ilk
5EC11ON N LOCK BLADE WITH
LOCK BLADE 5ECTION 5TARTER BLADE 5ECTION I A •,4'I'���OHAL 160`'
OPEN POSITION L
000 0
JUL 3 0 2015
Engineer Seal
8 Pedro De P:gueviado-PE 52609
MIAMI DADE APPROVAL
c, FlamucTiluvwo
L5 ��6Cb�aLl:d:eFlo:iEa '
:u9 Aac�aimNo 5.oS 3.03
u Hf�iN IOA iI01l �A
j 7
22A 22 D ue Caatral�
1
1B
22A � 22B DA7E:04/07/2015
82 5CALE:NA
DE51GN BY:PPMP
1 l
1B IH
SHEET DRAWING A:
IOOF 13 15-14G
_ a
MANUFACTURER:
TYPICAL BLADE ASSEMBLY
BILL OF MATERIALS JUST SHUTTER IT IND
a
L3 1341 SW S.MACEDO ELM
ITEM DESCRIPTION MATERIAL MANUF RNR PORT 5T.LUCIE
12 13A B 3 ALU N
FLORIDA 34983
16 0.19
IA STARTf2LBLA0E 6069-i6 AWMINUM NA.5.h 7e1.:(772)201-9919
EPTIOUL I B COMPOSITE EVADE COGS-TG AWMIN N.A.S.A. Fax:(772)673-0588
20 l4 IC FLOATING STACK BLADE 606346 ALUMINUM N.A.S.A. WWW.JU5T5HUTTERrr.COM
2 CETUNGTRACK 606376 ALUMINUM N.hS.A
16 ri .� 3 I'!I!2'WALL MOUNTTRACK 6063-i6 ALUMINUM N.A.S.A.
q 1 3A 2'WALL MDU TRACK COGS-TG ALUMINUMN.A.S. .
(R 4 TRACK 60G3-TGALUMINUM N.A.S.h
5 RECESSED
ECESSED T 6 T6 ALUMINUM N.0.5.0.. PRODUCT:
6 ADJUSTABLE FEMAIP TRACK 6063-T6 ALUMINUM N.A.5.A.
A ADJUST GMALP TRACK 60636ALUMINUMN.AS.A SUPERNOVA
HEADER '-`I I` 7 UNIMATE LOCK EfLADE wro LP 6063 TG ALUMINUM N.AS.A.
7A UNIMATE LOCK BLADE LP 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
0.14 8 HD FEMALE LOCK BLADE 6063 T6 ALUMINUM N.A.5.A. ACCORDION 511UTTER
BA HD MALE LOCK SLADN 6063-TG ALUMINUM N.A.5.A. LARGE 4 SMALL
13-810X3'HN 85 HD ADAPTOR nUZR 6063-T6 ALUMINUM N.A.5A. IMPACTED RATEO
BLADE SCREW 9 V JAMB CL05URE 6063-T6 ALUMINUM N.A.S.A.
410 STAINLESS 57EEL 9A 2 JAMB CLASURE 6063 TG ALUMINUM Nr1.5.A.
O 114
4-2X ANGLE 6063-T6 ALUMINUM N.A 5.A.
II 1/8.211 MCU! GOG3-T6 ALUMINUM N.A.5.A. ENGINEERING:
0,19 12 WHEEL CARRIER PLATED 5T NYLON N.A.5.A.
ENGCO INC. cA 8116
$I(,L 13 810X3'HH BLADE SCREW 410 STAINLESS STEEL N.h5.A.
c x� 13A
—W10X2'HH BLADE SCREW 410 5TAJNLE55 STEFJ. N.A.5.A. 5595 ORANGE DR 201
0 14 0.44'DIAM.FLAT WASHER STAINLE55STEEL N.A,5.A, DAVIE, FL. 33314
d __ 15 0.46.0 x 0.93'BUSHING NYLON N.A.SA. _ 'Td.:(954)585.0304
1 16 0.46'0 x 0.65'WHEEL BU5WNG NYLON N.A.5.A. ENGCOQAOL,COM
1411) !q 1 1 PU511.9UTTOM LOCK
20 Il2513/B'WHML SPACER NYLON MA.S,A. •PIPPrq.....•gy,
15 �Llail/L ~ a T 1 16'-1 was 1X4 1.5X3NGL
AES 6o63T5 ALUMINUM N.A.S.A. �•'' E:F
0.14 22• STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5A. �• �' ,`V�'
13 l3A 22A.• STD MAID LOCK BLADE 6063 T6 ALUMINUM N.A.S.A. •` EHB0
13A-810X2'HH •' 1
•
BLADE SCREW 226 STD LOCK KEEPER 6063 T6 ALUMINUM N.A.SA.'• •`Q i
4105TAINLE555TEEL NO;52609 =
o,sOm o 4,0 STATE OF r% ✓
X10.4 0 0.390
0.20 0.390
c
.p, 0.44 D.03
NAL •••
� � o hann.noU�•�
a
0.310 7— T I JUL 8 0 2015
n m o iD $ 14-0.03'X
o r 'u � p-�- STAINLESS STEEL TES Engineer Seal
d d d FLAT WASHER ANCHOR SCHEDULE s"Pedro Da P1 evedo-FE 52609
IG-.46'0X,65' 15-.46.0X.93' MIAMI DADE APPROVAL,
0.5o NYLON WHEEL BUSHING NYLON BUSHING DESCRIPTION EMB
20.112'0X0.36' A 1/4'ITWTAPCON INTO 3000 P51 CONCRETE 1.75 3'.0 PRODUCTRBVISHD
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 WC*Mpl*gwith lhaRodda
SPACER AI I TAPCON CONCRETEBL BuildinaCoda
14'ELCO UL ON INTO CONCRETE BLOCK 1.25 AoroploncalloMCOa.ml
114-20X 1 ALL P NTS SOLID SET INTO 3. K91 CO CRETE 0.875 3.0 oDUala9
131 114-20X I ALL POI 5 SOLID-5tT INTO CONCRL?E BLOC
C I ' INTO G= .5 1 od
12-WHEEL CARRIER D1/4'-14 SELF DRIWNG SCREW5 INTO 18'STEEL OR ALUMINUM -- 0.75
STAMPED 55 vMATH '
o NYLON WHEELS E I/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0
rd E I 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04107/2015
NOFFC52 ED:EDGE D15TANCE SnAIL BE 15 MND WAIL I)MBSING SCALE:NA
o nts.EnmeDA+e1rr91utt Be BEYOND WALL DRBSING DESIGN BY:PPMF
ro 1/4'1APCON.1/4'CAEIE-r=014 WOOD SCREWS CAN W USED IN REPLACE Or IM'LAG 5crsews
C
I—1.24
SHEET DRAWING M:
1 I OF 13 I5-146
5NUTTER COMPONENT5 MANUFACTURER,-
1 -
ANUFACTURER'3.92 JUST SHUTTER IT ING
-4.54 44.08 3.23 0.46 1341 5W S.MACEDO BLVD
- 4,08 1.24 1.99 ca 61�2M85 PORT ST.LUOZ
e . 0.97 g o FLORIDA 34983
rN dm Tet.:(772)201-9919
2! d . Pax:(772)673-0588
O y L 23 IB COMPOSITE 1.48 I d WWW,JU5T5HUTrcRIT.COM
1-0.05`ACCORDION BLADE oJ_T-a ,- LD(AN POLYCARBONA �PRAVED 2.04 7A=UNIMKrEW/1.45 T d A9 PER NOA 13-0717.01 7-UNIMATE WJO 1P LO0.41
)0.102uV LOCKING BLADES PRODUCT.
I A-STARTER BLADE
2.31 SUPERNOVA
-L 83� 0.51 51 . n .n a EXTRUDED ALUMINUM
4.61 h -1.77 .o a m 006 n
4.08 h o-L- -1,56 d d ACCORDION SHUTTER
Bp. d m LARGE 4 SMALL
n
0.86 IMPACTED RATED
h o -- ---- N & o m p �, -• 88•ADAPTOR flLtER
0 1 USE WITH 8 AND 8A
C-0.05'FLOATING STACK BLADE 0 07 0.61 d cu m ei ey"� 1 99 mo d ENGINEERING:
2-INSET TRACK W1 RG ROPPTIMAL d d 3.OD. ENGCO INC. CAbli6
HEADER/SILL MOUNT
-8.64 5595 ORANGE DR.201
413 2.1-INSETTRAGK W/O RG 0.08 8A-MALE HD 0.08 0.60 DAVIE, FL. 33314
ALTERNATE w -• HEADER/SILL MOUNT 8.FEMALE HD LOCKING BLADE Tel.:(954) OI.COM 4
ENO RECEPTOR LOCKING BLADE ENGCOQAOL.COM
TAXIS ILE3T0 �- 3.83 .-. .. .M5-RECESSED.. .. '�r�ppgnbi,
3.
ja
_I O- �AM 3A.1 P^ 4y o SILL MOUNT ONLYTRACK �dR,1"p' E
+ d I
.60
0.10 Z 83 d w006 0.77 j No 280 2.410.86o 0.61 0679 � ST
+ ' d 0. )7 'Ji9f}ND JAMB CLOSUREo �TIONAL ���� � �
3A-r BUILD-Our TRACK
C5 0.86 -i� HEADER/BILL MOUNT0 6 I c3 �N.���I off 100
pR
SA.1-2'BO TRACK W/O _12_2_B-LOCK KEEPER INSERT JUL 80205 '
.58 +�0.61 RAIN GUARD(RG) 22-FEMALE STD 22A-MAI!5TD 9-I'JAMB CLOSURE
LOCKING BLADE LOCKING BLADE N E-ngmeer Sol
9-I'!/�'BUILT-OUT TRACK �TIONAL p Pedro De Pgve:redo-PC 52609
HEADER/SILL MOUNT
0.1253.70 MIAMI DADEAPPROVAU
S.I-I'J/k BO TRACK W/D 0.25 9A-2'JAMB CLOSURE
RAIN GUARD(RG) 2.43 2.07 �-• PRODLJCTRBVfSFD
0,86 1.91 0.09 -r-- at cldlcg oywiLh Tlm Flomla
0.61 1 0.06 Bulld(gd Code
-� Aooeplion No 13,03
1 hF �, Z Z 13gd loo Dam o I LOQ y
PTRACK
n o d d sy EE :6 GOG3-T5 21-1/16'THICK ANGLES BMleml elC.onho
c o G 16 SDE CLOSAURE ALUMINUM
ONLY
OY '
17= 0.83 N N 1u vS
c 0.07 36
2.23 m 0.0763 0.?5 DATE:04/07/2015
D�LE:NA
GN BYt PPMP
1.296-ADJL15TABLE FEMALE HE ADJUSTABLE MALEHCADEW 51LL MOUNTHEADER/SILL MOUNT I SHEET .DRAWING N:
11.1/8'THDK ANGLES 10-I!4'THICK ANGLE'S I'L' DR 1.5'-{ 12 OF 13 15-14G
6063-T6 ALUMINUM ALLOY 6063-T6 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 TRU55E5 PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
W WW.J USTSH UT rERIT.COM
0.63 0.62
1.25+I.25 1.25
5.00 PRODUCT:
(4 PER RAFTER) a
1/4'X 2 1/4 FH TAPCONS o
MINIMUMWITH Z' 1/4'X5'6063-TG ALUMINUM PLATE ESO
VA
PENETRATIONINTO WOOD XIRUDEDALU
M N M
ACCORDION SHUTTER
• LARGE 4 SMALL
5.00 IMPACTED RATED
Ln
cu
1/4'X5' OR I/8—X5' 6063—T6 C5 ENGINEERING,
2,2A ALUMINUM PLATE SECURED TO IENGCO INC. ..,PC
AT MAXIMUM 24' OC ALTERNATE TO PLATE o
SEE TABLE BELOW FOR SHUTTER N 5595 ORANGE DR,201
} rlao I/47C27f5`6063-T6 ALUMINUM ANGLE
SPAN & PRESSURE
DAVIE, ) 503 4
,W 1/4'-14X 2' SELF DRILLING SCREWS Tel.:f954)585.0304
F a� SEE SHEET 5 MOUNT TYPED ENGCO®AOL.COM
�a ANCHOR TYPE•D FOR ANCHOR SPACING
5.00 * No. 2608 *8
i
C5�1/87(5'6063-T6 ALUMINUM PLATE ,'ew(pR p fQ�+�y►�
FOK se
ALLOWABLE
DE1NEPR55UE5 ORCiN X WH /8ALUMINUM PLTEO A EATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5.00
SPAN PRE55URE SPAN, PRE55URE(P5F) En I AM 8 2015
IN BLADE I BLADE I B IN BLADE l BLADE 18 Engineer Seal
60 ±159 ±159 60 ±99 ±99 0 1
Pedro De Pi ce:redo-PC 52609
72 ±132 ±132 72 t82 ±82 ALTERNATE TO PLATE oo g
84
d:1 13 ±1 13 84 ±71 ±71 1/8'X27(5°6063-TG ALUMINUM ANGLE ni MIAMI OADEAPPROVAL:
5 ±106 t 106 90 ±66 t6G HtODUC1 RBViSDD
108 t 88 ± 88 108 ±55 ±55
126 ± 68 ± 68 126 ±47 ±47 � Cbde ilhlhcFbddy
132 t 62 ± 61 132 ±45 ±45
144 +48.-52 +45.-47 144 1 ±41 ±41 AeelplonceNo IS.o;
162 +30,-40 +28,-33 I62 ±30 1+28,-30
gy 19
By Gado uc convo
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING p:
13 Of 13 I5-14G