HomeMy WebLinkAboutEngineering .. .. MANLIPACTURER+
U P
E
__�N
����� JUST SHUTTER IT 1Nc
J Y 1341 5W 5.MACCDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT sr.LUCIF
. FLORIDA 3498498
3
LARGE M 1551 LE I M PACT RE515TANT rel.:(772)20(-9919
Fax:(772)673-058805W
WNAV JU5T5HUTfERIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2010-HVHZ
PRODUCT:
I-DEFINITION-TH15 PRODUCT 15 AN ACCORDION TYPE 5HULTER:DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WINO BORNE DEBR15(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
ACCORDION SHUTTER
PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL.
LARGO 4 SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)Of THE 2010 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC.
5595 ORANGE:DR 201
'JUST SHUTTER IT INC-PORT ST.WCIE-FLORIDA TABLE OF CONTENT5: DAVIE, PL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tei.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' ENGC0@A0LCOM
SHEET DESCRIPTION
4- PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE 1 CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS pr nr""'•••-
7-10 AND pr
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE `rr O� DE
4 EH Z.2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I.1 A AND GLA55 �� Q r"; ' �
USED. r • +' SI&
SEPARATION TABLE 2 ,•4
7 l
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 0003-TG OR AS NOTED. NO.52809, II
3 TYPICAL SECTIONS A.B 6 C WITH ANCHORAGE SABLES �* j¢!
G-PA5TENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 3 TYPICAL SECTIONS A.B 4 C WITH ANCHORAGE TABLES LMKnozn e r e:T Lgjl S l tV
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. ' O't F •�
7-USE:IT SHALL BE THE RE5PON51BIUTY OP THE CONTRACTOR,ARCHITECT OR ENGINEER Of RECORD 4 TYPICAL SECTIONS B 1.B2,B3 6 B4 WITH ANCHORAGE TABLES yE`s
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER I5 TO BE ATTACHED INSURING PROPER 4.I TYPICAL SECTIONS B I,B2,B3 4 B4 WITH ANCHORAGE TABLES Inxcnoas e•ell S4ONAI.rr`'',
ANCHORAGE, J N 2 6 2014
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 5 TYPICAL 5ECTION5 D 4 E WITH ANCHORAGE TABLES
REQUIREMENTS,DESIGNED PRESSURES ETC. E:g:aeer Seal
7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. G TYPICAL SECTIONS P,G f I WITH ANCHORAGE TABLES Pedro De Pigue:redo-PE 52609
8-33 1/396 INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN 0P THE ANCHORS 7 JAMB AND CORNER SECTIONS J' MIAMI DADE APPROVAL.•
FOR THIS PRODUCT APPROVAL,HOWEVER,WOOD ANCHORS WITH 1,6 LOAD DURATION INCREASE 8 LOCK MALE 4 FEMALE SECTIONS'L?
FOR WIND LOAD HAVE BEEN USED. Ao'cla Jr�il,g'O
empl)n6x9d+:he
FbMda u Ji::g'adt+
9 LOCK UNIMATE 5ECTON5'M' NOON 14s
Mimnil, u onpol
USER INSTRUCTIONS: 9.1 SECTION T DETAILS L
1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 10 BILL OF MATERIALS,ANCHOR SCHEDULE 4.BLADE ASSEMBLY. .
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE55URE ON TABLE I OR TABLE IA. 11 COMPONENTS DATE:OG12MO14
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY.PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE L15EV AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5HEET DRAWING#:
5-THE LOWE5T PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 1 1 14-131
FFE55URE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INc
TABLE I TABLE I A INTERIOR/I]CTER)OR 665 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE$I WOE MAXIMUM ALLOWABLE III R N I B BLADES a PORT ST.LUCIE
flOR1DA 34983
SHUTTER SPAN X PRE55URE SHUTTER SPAN X M55URE 1 1 1-�
100' Tel.:(772)201-9919
Fax:(772)678-0588
WADE SPAN PRE55URE(P5F) BLADE SPAN PRESSURE(P5F) ALL ALUFd[HD1uL@C1SD,FS NMAV.JUSTSHUI fERIT.COM
INCHES INCHES OS 1 1
0 1 GO I GO I GO 1 GO /
GG 158 158 GG 158 158 IR
72 144 I 72 4 14
78 133 133 78 133 133 PRODUCT-
78
124 124 84 124 124 INTERIOR/EXTERIOR 61 SUPERNOVA
90 1 16 LIG 90 LIG LIG COMBINATION
96 108 108 9G 108 r75
1 1 1� ALUMINUM/LEXAN BLADES EXTRUDED ALUMINUM
104 100 IOD 104 100 100' ACCORDION SHUTTER
BLADES CNA OERS AS RED IN EMAIN
DLARGE 4 SMALL
108 93 93 108 93 coMa+tunollsas vtwRED IMPACTED RATED
I 83 83 114 83 IB 1B
120. 75 75 120 75 INTERIOR/EXTERIOR
26G8 G8 12G G8 132 G2 G2 132 G I ENGINEERING:
5 138 53 ENGCO INC..' -" -52"' 144 45 IIJTERIOR/17(fERIOR
150 41 8 150 38 42 IB IB IB DAVIE FL. 33315595 ORANGE DR. 4
I G2 30 40 I G2 28 33 TeL:(954)565.0304
NOTES: Amu° ( ALL LEXAN BLADES ENGCO®AOL.COM
I-ACCORDION OHUrrMOIADE SPAI DITCHES)PORALLCONDMOla"i J
2-PRESSURe-DESIGN HIND LOAD D"''EI 1 H 1 B ����,,,,,,.......
3.1/NEARINMV IAn01115 ACCEPTABLE POR DESIGN WIND LOADS AID BLADE SPMA BEIV201 /'1�� DE G
WE
VALUES. INTERIOR/DCTEFJOR �� F/
4- C TABLE IAL4H@I OIIE ORMORE TYPE I B BLADE IS VSEDC ENS"'U��ip%�
5-BLADE REYER4EO INSTAL AnDt115 ALLdMD PORAL LVOU I ED CC?IDMONS ��� "n.% O
TABLE 2 `* ` 52609
1 ---� MINIMUM 5HUTfERSEPARATION FROM GL62ING
( TYPICAL ELEVA�A1.- TYPICAL CRO55 5ECTION 3 STA E OF ty
- - 'o--'— A,B,C,D,E X
TDP TRACK GLAZING SEPARATION (INCHES) •it.��rs
F BLADE TYPE BLADE SPAN
i2 <-GO` <-104' <-I G2'
-ALUMINUM—-21- r-2-819' 3' JUN 62014
uAss ALL ElJ VAT10N5 Engineer Seal
< � Ma ,1 CA= - - �'' Pedro De Plgvelredo-PE 52GO9
I- ¢ � 3. 3. 3.
M <�3d ELEVATION MIAMI DADE APPROVAL:
y Lil ' A11/*dNnu,s Inclniog a§th tlm
U ¢ LEXAN 2 118' 3' 3' PIDIiSa 6up i 4.ry
J >30 EIJ VATION Dwv o J 3a 14
f w NOAI ¢_o
K
NOTES: Mlarn Dadv ProduLa�Cul�Dol
i-SGLAPMSURrAC TO'ffl0 AREARIM SHALLLA EOKLOCKPROA1
F GlA1MG 9URPACe 70 TH[IIaIER MOST BLADE ORLOQCSURlPCL 61'
'y
- ASAB
y 3-NRCN SHUTTER 19 A550.1B1ED VATi1 BOTH TTPC9 Of BIADE97HE
Oil I�l LARGEST OU58 SEPARATIOII%L&M APPLY.
DATE:os/26/2o 14
A,B,BI,B2,B3 BOTTOM TRACK 72���'� SCALE:NA
64C D E F,G I DE51GN BY.,PPMF
SHUTTER WIDTH (SW>
NO LIMITATION
SHEET DRAWING d:
2 O 11 14-131
MANUFACTURER:
TYPICAL SECTIONS G,F AND I _
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
N 1341 5W S.MACEDO BLVD
1/1 B PORT 5T.LUCIE
- -I z FLORIDA 34983
1/1 B i a "`SECTION( Tei.:(772)201-9919
h F Fax:(772)673-0588
r a _ SILL ONLY WWW.JU5T5HUTTERIT.COM
_ ¢ 4#10X3/4' TEKS =
uJa AT 12' oc
mmwn PRODUCE:
SECTION HORS TYPEEli
ADJUSTABLE MOUNT EDGE CLEARANCE(EG) -•'"`A' D,�'C -D SUPERNOVA
rn I SILL ONLY O CONCRETE-4,(9000 P5f CONCRETq `, SPACED AT 48'OC' D(TRUDED ALUMINUM
-'' INTO WOOD-2 U2•(WOOD SG:0.55) (EC) EDGECONDITAPPL- IONS FROM
a I INTO METAL:2'eSaesKwanaer�+nxsau CLEaRarCE CONDITIONS FROM TABLE 1 �CARDIONSnLL
LARGE 151r1ALL
t
:y IMPACTED RATED
Mr ry CED) EDGE
qDCED)"
DISTANCE
STANDARD LOCATION2ALTERNATE LOCATIONANCHORS SPACED ANCHORS SPACEDENGINEERRIG:AS PER SECTION G wAS PER SECTION G1ENGCO CNC.ON TABLE BELOW ON TABLE BELOW 5595 ORANGE OR.201
-{ 1/1 B333
r� SECTION F DAVIC, ) 5.03 4
ALTERNATE (ED)� y •A TRACK IN5ET MOUNT Tel.:(CO@ OL.CO 04
ENGCO@AOL.COM
EDGE DISTANCE SILL ONLY
ta
K W1`` Q "•• P S.
ANCHORS DESIGNED ���`p4/.��G EIIjy V,
AS PER SECTION F Q s ♦p�:
_ 'cu ON TABLE BELOW Z O
y N ,52609
4 •*
O STA OF �;
r 'Fssv.
0 it
NAL 10
,6_(ED) EDGE m
DISTANCE UN 2 8 2014
Engtneer Seal
Pedro De Mg—redo-PE 52609
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON MIAMI DAM APPROVAL:
SHEET SO FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER 03
ANCHORAGE SPACING AnproacdilAing:gl)•Ingsv4U+t>v
162 132 108 84 60 ]62 132 108 8 60 P#vridaIIvit in C d'
A B C D A B C D A H C D A B C D A B C D E E E E
16 -- -- -- - -- 2 -- -- 21 25 -- -- 27 32 -- -- 38 45 2 0 ]6 -- 21 26 33 46 MOAN-? v oS
Miut.I llvdc}9vdvrA Coats
28 33 20 -- 36 43 25 -- 51 60 35 27 12 23 28 34 44 62
SECTION G 8 28 33 20 -- 35 41 24 -- 42 50 30 22 54 38 28 76 90 53 40 8 33 42 51 66 92
6 33 33 26 20 46 54 32 24 56 67 39 29 73 86 51 311 IU2 120 71 53 6 33 56 68 88 123
4 33 33 33 29 61 61 48 3 85 93 59 44 109 124 76 57 153 ]60 106 80 4 33 59 72 93 130
I 6 28 33 -- -- 35 4 -- 23 42 5 23 29 55 66 29 37 76 93 4] 52 6 43 -3 9
SECTIONS 12 33 33 20 25 46 56 25 31 57 69 30 38 73 88 39 49 102 123 54 69 12 33 58 0 90 127 DATE.OG12612014
G1 ORF 8 33 33 30 33 61 61 37 47 85 93 45 57 109 124 58 74 153 160 81 103 8 33 61 93 I2 160 SCALE:NA
6 33 33 33 33 61 61 49 61 93 93 60 76 124 124 77 98 160 160 108 137 6 33 1 93 124 160 DESIGN 5Y:PPMF
4 33 33 33 33 61 61 61 61 93 93 911 93 124 124 116 124 160 160 160 160 4 33 61 93 124 160
NOTE. I-LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 512E5
SHEET DRAWING B:
G OF 1 1 14-131
' MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT ING
JAMB AND CORNER SECTIONS J
OPTIONAL 1341 5W S.MACEDO BLVD
SEALANT PORT ST.LUCIE
MIN. (3> ANCHORS FLORIDA 34983
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tel.:(772) 73-OS 19
IS NOT NECESSARY JAMBCL05URE 4' FROMS ENDS SECTION J I Paz: .JU5 573-0588
WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE WWJJJU5T9HUTTERIT.COM
INSET MOUNT
(X2) N10X1 SDS IA PRODU
,,( CT:
9 9A TOP AND BOTTOMDamm I(
IA TRACKS SUPERNOVA
IXfRUDEDALUMINUM
I1 w ACCORDION StlUfTER
LARGE 4 SMALL
II j nm IMPACTED RATED
I
I
I o
L J
cnm ENGINEERING:
cu
TDP & BOTTOM TRACKS ENGCO INC. CA6116
5595 ORANGE DR 201
DAVIE, PL. 33314
Tel.(954)585.0304
1 ENGCOSAOL.COM
1H
E
/ ANCHORS TYPE d�Q
A, B, C OR 1) N 52609
SPACED AT 2410C _
(ED) EDGE '+ L STA OP
w f DISTANCE r 1�,p t�( p�,r`'
ORI„ p
ea Ea. ?
f—JAM
"L05U4Ecs /0NALUT MOUNT
OR a IUN 2 3 2014
/ 810X3/4' SS SMS OR E"O1"COf$0Di
IA 3/16' POP RIVETS SECTION JS Pedro DePgve:rcdo-PE 52609
c� SPACED AT 24'OC CORNER CLOSURE! MIAMI DADE APPROVAL:
> ..�. Approved m complying%ldi the
plaida Buil is ,Ga
Data a / ��,aei4.
DYn(Lti'a NfadL'c �•
DATE:05/25/2014
SCALE:NA
7 OR 7A DESIGN BY:PPMP
I I PUSH BUTTON LOCK
IB IB LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HECT DRAWING#i
70F11 14-131
MANUFACTURER:
rrP(c-AL r�o�(zoNTA( SECTIONS— JUST SHUTTER IT we
D_GC1CK SECT(ON5 L - "
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
T Fax:(772)G73-0588
NOTE:SHUTTER CAN BE LOCKED FROM I nr Www.JU5T5HUTTERIT.COM
lN5IDE OR OLIT5IDE BY"C 1;LOCK cu SECTION L
INSIDE OR OUTSIDE A5 REQUIRED. 6F M LOCK BLADE 5ECTION
CL05E F05MON PRODUCT:
SUPERNOVA
NW
EXTRUDED ALUMINUM
L J A CZ 4 5
LA SHUTTER
ALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CAeli6
1 1 5595 ORANGE OR 201
ID IB DAVIE. PL. 33314
Tel.:(954)585-0304
8A ENGCO®AOL.COM
• 8
65 /'��l,pu�••n•.••�
DE p�c�
��.•'�,� C ENBF F,�p•�•:
-15EN}ERCIAr-MO(ZT.ISt
teXiER7IIR-K- FOR THUMB TUR NO 52609 i
DE THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C OR
SPACED AT 24'OC ? STA OF
ALTERNATE LOCK BLADE VA HN L I :4 O'`Op,;\��i,�.•
cci
AlADE5ECTION 1A a SSS �NpOp
CSEGT _ 11Ff[br7i1
OSITION •ynoP��ti
UN 2 6 2014
2 2 L'� J Engineer 5esl
Pedro Do F:guewedo-PE 52609
MIAMI DADE APPROVALS
RL
ki
Apprurd!as comp)yingwilh tho
(y via ddu Bul in e
a �+
DW 0 'o
MID
05
(umj udfu I�kud�u'd Gbabol
BA By
8 �
8 l�1B
DATES OG/2Q2014
COMMERCIAL MORTISE LOCK W/ 5CALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
AND INSIDE THUMB TURN
/ `GtIMMERCIIAAL�MORT--SE-'L'OCK-W/- 1 INSTALLED ON SHAPE 8
IB �EXTERIII; Y OR THUMB TUR IB
DE THUMB TURN 5HEET DRAWING N:
INSTALLED ON SHAPE 8 8 OF 11 14-131
MANUFACTURER:
--5ECTION-x JUST SHUTTER IT we
TRACK 2 MOUNT.
-SECURED 2 - 11 -TO AM ALUMINUM PL7�TC � 1341 SW 5.MACEDO BLVD
BETWEEN WOOD TRU55M PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWLV.JU5T5MUTTERIT.0OM
0.63 0.62
1.25+1.25 1.25 F— S.00 —^I
I I I N PRODUCT:
C4 PER RAFTER) '
1/4'X 2 1/4 FH TAPCDNS -T o SUPERNOVA
WITH 2' MINIMUM I/4'X5'GOG3-TG ALUMINUM PLATE
PENETRATION INTO WOOD IDMDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
5.00 IMPACTED RATED
lu
m OR 1 B- oT ENGINEERING:
2,2A S-AI t/HISE�URE o
RS-AT-HAX{FdilAS-'24'—I3C— g ALTERNATE TO.P.IATE ���o ENGCO INC. ceenc
SPAN
TSMILL t$LLUK PRESSURE f I/4'X2`XS'0003-TG ALUMINUM ANGIO J 5595 ORANGE DR.201
DAVIE. PL. 33314
1 d741�X tFSEl-FDRILL-ING-SCREWS 7 ENGCO®AOL COM
r- a SEE SHEET 5`MOUNT-TYPED- ^
ANCHOR TYPE D FOR ANCHOR SPACING
w ,��prror•rrrry,
CENIl F/I's
.•
5.00 Q No 52609
STA OF
o 1/87(5'GOG3-TG ALUMINUM PLATE ���+:�C OR 10'f"
ALLOWABLE DE5IGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 •%�s`S+"""'""""p�G`�t``,
FOR 5XRONXWMi 1/4'ALUh9NUMP(ATE FOR5ECIIONXWO)L 110 AWMINUM PIATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED
��5.00� nanmrri
SPAN PRE55URE PS 5PAN PRE55URE P5 J1 N 2 G 2014
IN BLADE I BLADE I B IN BLADE I BLADE I D CST- Enameer Seal
GO ±159 t 159 GO ±99 ±99 Pedro De Fiouvredo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o0
84 ±1 13 ±113 84 ±71 ±7 I 1/8712715'6063-T6 ALUMINUM ANGLE
07 MIAMI DARE APPROVAIs
+ 6 90 ±GG ±GG
t08,7.7 LOB ±55 ±55 Approwd0complyin8%itbibc
126 ±47 ±47 Florida Buil 6: C e
132 ± G2 ± 61 132 ±45 ±45 Dota 08 / 7-14
144 +48 -52 +45-47 144 ±41 ±41 NOA o
h4nm U�actCm
I G2 1+30.-40 +28,-33 I G2 1 ±30
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE 5PAN SIZES DATE:OG12GI2014
5CALE:NA
DESIGN BY:PPMF
SHEET DRAWING B:
9.1 OF 1 1 14-131
. MANUFACTURER: '
fYPIGAL BLADE ASSEMBLY 9 JUST SHUTTER IT mc OF MATERIALS
t3 1341 SW S.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUFACTURER PORT 5T.LUCIE
12 13A I G06346 I R R INC FLORIDA 34983
I A STARTER BLADE 6063-T6 ALUMINUM JUST SHUTTER IT INC Tel:(772)201-9919
1Pn 16 a 19 I B COMPOSITE BLADE 6063 TG!UYAN JUST SHUTTER R INC Fax:(772)673-0588
14 IC FLOATING STALK BLADE 60r.3-Tr JUST5H1JffERRINC WWW.JU5T5HUTrEPJT.COM
20 0 2 CEILING TRACK 6063-76 ALUMINUM JUST 5HUTTER R INC
16 a0 3 1'WALL MOUNT TRACK 6063-T6 ALUMINUM JUST SHUTTER R INC
14 1 J 3A 2'WALL MOUNT TRACK GOG3-T6 ALUMINUM JU57 SHUTTER R INC
I HJ i 4 'A 6063-T6 ALUMINUM JUST SHUTTER R INC
((LII- 5 ECESSEESSED T6 ALUM M UST FLUTTER RINC PRODUCT:
N7. ADJUSTABLE FEMALE TRACK GOG3-T6 ALUMINUM JU57 SHUTTER R INC
GA I STABLE MAID GALUMINUM JUST5 IT INC SUPERNOVA
HEADER -I F' UNIMATe LOCK BLADE V40 LP 6063-TG ALUMINUM JUST SHUTTER IT INC {RUDED ALUMINUM
0 14 UNIMATE LOCK BLADE V!/LP 6063 76 ALUMINUM JUST HUTTER fT INCHD FEMALE LOCK BLADE 6063-T6 ALUMINUM JUST SHUTTER R INC ACCORDION MALL R
HD MALE LOCK BLADE 6063-T6 ALUMINIUM JUST SHUTTER R INC LARGE SMALLiv 13-810)!3'HH HD ADAPTOR FILLER 6063-76 ALUMINUM JUST 5HUTTER R INCIMPACTED RATED
BLADE SCREW I'JAMB CLOSURE 6063-T6 ALUMINUM JU57 SHUTTER IT INC
41O STAINLESS STEEL 2'JAMB CLOSURE 6063-T6 ALUMINUM JUST SHUTTER R INC
10 14-?X ANGLE 606376 ALUMINUM JUST SHUTTER R INC
I I 1l8.2X ANGLE 6063 TG ALUMINUM JUST SHUTTER IT INC ENGINEERING:
0.19 12 WHEEL CARRIER PLATED 5 NYLON JUST SHUTTER IT INC ENGCO INC. W EI 1c
SILL 13 910X3`HH BLADE SCREW 4TTE
10 STAINLESS STEEL JUST 5HUR IT INC 5595 ORANGE DR 201
vl 13A N 10X2'FH BLADE SCREW 41 O 5TAI-NL E55 5TEEL JUST'SHUTTER IT INC
0 14 0.44'DIAM.FIAT WASHER STAINLESS STEEL JUST SHUTTER IT INC DAVIE, PL. 33314
a 15 O 4G'0 x 0.93'BU5HING NYLON JUST SHUTTER IT INC Tel.:(954)585-0304
16 0.46'0 x 0.65'%WTE-BUSHING NYLON JUST 5HIITTER R INC ENGCO@AOL.COM
L4 1 19 PUSH-BOTTOM LOCK
11 14 20 112k3WWHELSPACEK I NYLON I JUST SHUTTER RINC 11j11"""•..q.I
16 y 21 1/16=1X2,1X2.5,IX4,1.50ANGLES 6063-T5 ALUMINUM JUST SHUTTER R INC 11111
1s DPTID DE.
a u p•1�..""elERs' I s
13 138 13MPIOX2'HH 011 Qt9{r"\. F �-L
BLADE SCREW - ? O
410STAINLE55STEEL
NO 52609
0.500 0.4 0 9 STA OF ?
9 0.390 1. O R LDA'"
d
Q 20 0.390 -L i 0.44 D.AA03 0,•��S�ONAL'.��G
m�
-!A .., m o T ,"IIIIINI11111j1/111111
a:;R o a a -UN 262014
a
0.310 T
2 14-0.03'X 0.44.0 Engineer Seal
'* O � m o o STAINLESS STEEL realm De Figvevedo-FE 52609
c' " FIAT WASHER ANCHOR SCHEDULE
16-.4G'0 X.65' 15•.46.0X93' TYPE DESCRIPTION EMB E.D. MIAMI DARE APPROVAL:
0• NYLON WHEEL BUSHING NYLON BUSHING -- -.�----
20-12.0 X0.36' -g'A" ' `ITL1L•7AECON'.(NTt7'30(X1'f5t'COPTCP.(:TE �:1.:75•------3:OJ`3
A�Ppprroovcd es a+mP$'M1T aiOlbe
NYLON WHEEL 114'ELCO ULTRACON INTO 2700 P51 CONCRETE 1,75 2.5 PlDr de U to
SPACER Al 1141 rrW TAPCON INTO CO BLOCK 1.2 .O Date o /
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 TTOAijj 'Dj"8145
B 114-20X I ALL POINTS SOLID-512T INTO 3.0 K51 CONCRETE 0.875 3.0 MIn�%JI Da oem
ml
ml
I X I LLP 50LID-SET 1 CONCRETE BLOCK 0.4575 3. 111'Cs4
C 114'WOOD LAG 5MtW INTO G-,55OD 1.50 5
12-WHEEL CARRIER '-14 SELF DRILLING 5CREW5 INTO 1!8'5TEEL OR ALUMINUM -- 0.75
D
STAMPED 55 WITH LE:J114-I!414'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.753.0
p NYLON WHEELS EI 114'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:06/2G/2O14
r6
NOTES, ED,[Dee wsrAllce snau.De eEVDt10 WALL pRMSwe SCALE:NA
rM5.MDEDMOrr%WloeUN000Ww.DxeSswc DESIGN BY:PPMF
1/4'TArCON.I/4'CPEI&PL[X/14 W00D 5CREW9 CAN Be USED IN REPUCL OP I/4'TAG SCMVS
ODd
I--1.24SHEET DRAWING#:
10 OF I I 14-131
,
SHUTTER COMPONENTS MANUFACTURER:
JUST SHUTTER IT INC
4.54 A4,56 1341 5W S.MACEDO BLVD
4.0 1.23 3.23 3.92
\1 4'40',08 PORT ST.LUCIE
�' 1.24 1.99 nl6 FLORIDA 34983
a d a-�- -� c m 061 2 85 Tel.:(772)201-9919
o r d g 0.97 0 0 o Fax:(772)673-0588
Oh 3A-STARTER e' 2 a > a o o WWW.JU5T5HUTTERR.COM
3,21
(-0.05'ACCORfhO4B1:�DE 113-COMPOSITE 2.0448 `� d
r ALUMINUM/LEXAN BLADE
LEXAN POLYCARBONATE APPROVED 7-UNIMATE W/O LP 7A-UNIMATE W/LP PRODUCT:
AS PER NOA 13.0717.01 LOCKING BLADES LOCKING BLADES
XLIo2UV SUPERNOVA
4,61 1.63� EXTRUDED ALUMINUM ..
�+--•---4.08 o-L '��(� ACCORDION SHUTTER
��• m I W ±2931 LARGE 4 SMALL
0.51 IMPACTED RATED
c 4 86 - i *1,77 .56 M 41
q� � J_L
o eNGINEERING:
@� -4
I C-0.05'FLOATING STACK BLADE 0.61 TTJ
°°' ENGCO INC.
2-INSET TRACKW/RG OPTIONAL cAe11ER/5IMMOUNT NN N Nm N 4d d 5595 ORANGE DR 201
a13 '2,f-1'R-(BACK W/O� � o �. 9 d -T- DAVIE, PL. 33314
�,- HppD /`-'III.MOS11iT-.=---.J 0.06 d --f-� 7el.o(954)585-0304
11 ENGCO@AOL.COM
T 0.00 USE WITil d AND 811, rrrinrnrri���,
�� n B�FFJv1A1.0 --BMMALE-HDI p�r`r�, DE F (✓
>n + ' tQCXlNG Bw wcaNc is a .'�� t
�s d tS (IiBFF,�,pp t
No.526O8�oe
�� LL
7-LIP-,
2.83 0.86 .2
o 0.61 2.7O-- 3 70 -a �O, RG 9-1'JAMB CLOSURE 9M 2'JAMB CLOSURE tO�`��"c��
.o ^. 3A-2'BUILD-OUT TRACK OPTIONAL I I ��ss,� •��(�'���
0 0.86 HEADER/SILL MOUNT 1' OR 1.51-_11
r
21-I/lOTHICKANGLFS 3.00 ���rrsrnur
�1)7
RAI I-2'BO TRACK W/O 6063-TS ALUMINUM ALLOY JUN 2 G nm
RAIN GUARD(RG) 0,64 L SIDE CLOSURE USe ONLY .
RG 0.60 Engineer Seal
3-I'BLBLT-OUT TRACK OPTIONAL 0.1,3 0.25 Pedro De Pigumredo-Pe 52609
HEADER!SILL MOUNT �_II I.� -�-I I.-
M N _ MIAMI DADS APPROVAL:
RAN 1.8OTRACK W/O 0.09 AppiovcdabamglytngMlht�e
RAIN GUARD(RG) 2.43 -2.07
0.86 1.91 M X y X Florid 4 01, 111 de
0.61 s g g f 7 Dnfu o8 ! f4-
h0A,[�"��� pg
L „, o p o o 5-RECESSED TRAGIC Mliuns paJa[+roduct3o
O. m m r� N L6 111 t!1
0.86 61 n m m d SILL MOUNT ONLY By
0.61 �tl' � d d n ..
0.83
L- I
n �. o 2.090 2.61 0 75
o d 0.07 2.23 0.07 3.36 �---2.0--� 2.0 DATE:
ACA EO-026/2014
TI GA-ADJUSTABLE MALE DE81GN BY:PPMP
Q 95 I 1.13 I.29 6-ADJUSTABLE FEMALE HEADER/SILL MOUNT 1 O'Tj4"TH(CK-ANGIES-�'
3.37--� HeADER/BILL MOUNT I I-10THICKANGLES COG$-T6 ALUMINUM ALLOY
6063-T6 ALUMINUM ALLOY
4••A'TRACK SHEET DRAWING 0:
SILL MOUNT ONLY I I OF 1 1 14-131