HomeMy WebLinkAboutProduct Approval Y
MIAMI- MIAMI-DADE COUNTY
17yi1�g1 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
NOTICE:O----C AI�CE.�NOA)--- _ _
www.min midad e.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 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.
COUNTY NOA No.15-0513.03
M1AMI•DADE CO
O �• Expiration Date:08/14/2019
Approval Date:08/27/2015
08/Z7� , Pagel
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.
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 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 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.
Sefiny A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No_15-0513.03
Ezp�ration Dake0811A/ZOI9
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 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
Figurkedo,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.
A y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Ezpiratiiin`Date:'08/,14/2019;;•.;.,1
Approval Date908/27/ZO15� �� '
E-2 -�
MANUFACTURER:
FUN _ JUST SHUTTER IT INC
�' ` ,� — 1341 5W S.MACEDO BLVD
UCIE
EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIDAOKT 498
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel'
exFax.:(772)203-9919
:(772)673.0588
WWW.JUsl5HUrTEW.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-hVHZ
PRODUCE:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND 5U PERN OVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
IMPACTED RATED
2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. M.H.
5595 ORANGE DR.201
"JUST SHUTTER IT INC-PORT ST.LUCIE-FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTFR Tel.:(954)585-0304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED" ---- - -- SHEET DESCRIPTION ENGCO®AOL.COM
.... .._ - ' .
CALCULATED BASED ON
7-10 AND
4-LOADS:RO ESS ONAL ARCHITECT OR ENGINEER FOR EACHESPECIFIC PROJECT.THEDCALCULATED DESIGNED I TABLE Of CONTENTS,GENERAL NOTES,USER INSTRUCTIONS to DE
.F.••�" -
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE ,Q�� ^`���"'S�,�UF•��'
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLA55 P•, ' ?
SEPARATION TABLE 2 Q i' F s`', ,
5-MATERIAL.•ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 OR AS NOTED. NO. 5 609
3 TYPICAL SECTIONS A.E31,152,B3,54 WITH ANCHORAGE TABLES *1 1
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Of q TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES STATt{ IF
DRAWINGS.INSTALLATION AND LOADS AS PER THI5 APPROVAL.
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 1YPICAL SECTIONS D,E GH WITH ANCHORAGE TABLES •,•'c S/OVAL �a�`
TO VERIFY THE FOLLOWING: s �onr�Ad'�•,''•
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING ROPER 6 TYPICAL SECTIONS F.G 4 1 WITH ANCHORAGE TABLES JUL 3 0 2015
ANCHORAGE 7 JAMB AND CORNER 5ECTION5'J'
7.2-THE S1TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE
Ergmcer Seal
REQUIREMENTS,DESIGNED FRE55URE5 ETC.
7.3-THAT THI5 APPROVAL I5 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 1 FEMALE SECTIONS'L" Pedro De Rgueuedo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE 5ECTI0N5"M' MIAMI DADE APPROVAL:
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'N' PRODUCTRCVISED
FOR WIND LOAD HAVE BEEN USED. as complying avilhlite Florida
Building Cbdo
I I BILL OF MATERIAL5,ANCHOR SCHEDULE g BLADE ASSEMBLY. AcvWww No -05)3,03
fixpi�n Uale 0 /q
USER INSTRUCTIONS: 12 COMPONENTS
Lty
M' D duce Cmtlro
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X"DETAILS '
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER 5HEET5 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING N: �
5-THE LOWEST PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
l�-- JUST SHUTTER IT INc
�iNTERIORTPXTCRIbR� _y 1341 5W S.MACEDO BLVD
-TA6LE—I TABLE I A Q PORT 5T.LUCIE
MAXIMUM-ALLOWABU�BLADE MAXIMUM ALLOWABLE #14#I B BLADES FLORIDA 34983
5HUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE I--\ 100.1-\ Tel.:(772)201-9919
BLADE 5PAN PRE55URE P5F) BLADE SPAN PRE55URE(P5f m Fax:(772)673.0588
( a ) / _�ALl ALUMINUM.BIADES
INCHES P NEG INCHES POS N G I J 5 NMM✓.JUSTSHUTTERIT.COM
6 -G-3'---T GO 60 I O IG --"'
66 158 158 66 158 158 INTERIOR-/FRTERIOR
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 69 5UPERNOVA
90 116 116 90 116 116COMBINATION
1 EXTRUDED ALUMINUM
R44--
108 108 96 108 108 1 100 1 ALUMINUM/LEXAN BLADES ACCORDION 5HUTTER
100 100 104 100 100 r m BLADES CAN BE ARRMIGED IN MW LARGE 4 SMALL
10 10 108 10 10 CoMaINATION5 AS REOLIUMD IMPACTED RATED
93
83 83 114 83 83 LB 1B
75 75 120 75 75 INTERIOR/EXTERIOR
68 68 126 68 68 ENGINEERING:
62 62 132 61 61
57 57 138 53 53 tNTERIOR/EXTERIOR ENGCO INC. CA 6116
`48—-5 144 45 47 5595 ORANGE DR.201
41 48 150 38 42 IB IB 1B DAVIE, FL. 33314
30 40 162 28 33 Tet.:(954)585.0304
._... .. ... ...._.. _.._._._.. .__. —... .. ..__...r/m .._... .. .._ ... _. .. - - ... - ALL-LEXAN BLADE5 - ENGCO@AOL.COM .....
NOTES;'"
.... ^' .
I-ACOoRDl01)gHUfTER BLADE 5PM1 DIIdIFs)roRALL CONIAHous I B )B� rrrrnrrrrrrrrr
3-uNEARti rtF.mmno i Is`Acari(FSP)
FOR orsvi muo LAADS Acro 6UDe SPAN unwErN r+",, DE F/ .
TAWLAuiE5. INTERIOR/EXTERIOR
TEO VA
4-U5ETABLEIAW11ENONEORMORETWE IBBLADE15UMD ,�'QQ�+^�� ,•ENBIC""+.,�:
5-mADE REVFR5CD ItIBTALLATOtI LS ALLOIVED FOKALLMOUNRD CONDMON5
TABLE 2 No. 2609 1�E
-,. MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL-ELEVATION TYPIC-XH6R055-5ECTiOW STAT F �,
A.B.C.D.E,GH X 0R10����`V+°•
TDP TRACK GLAZING SEPARATION (INCHES) •,,,,,,,,„. G,+�
BLADE TYPE BIADESPAN �NAlrr� +`'
<=104' <-1 G2'
JUL 3 0 2015
ALUMINUM 2' 2 3/4' 3.125°
ALL EVATION5 Engineer Seat
< siilx Pedro De P:gaelredo-PE 52609
~ ¢ C LEXAN 3'
d <=30'ELEVATION MIAMI DADE APPROVAL:
N L, AN, N a
Y PRODUCT REVISED
q LEXAN 2 I/8' 3° 3” as oom0l3inB with the Florida
da
w >30 ELEVATION �I�� e D_o5J3.03�
NOTES:
Lal 1-SEPARATION FROM TO
HE AREAS05T AMEASURED FROM
B�
GWING,SURPACE TO THE 0111eR MOST BLADE OR LOCK SURFACE.
{~– 2-.1 51-EPARATION:19?PRICADIE PER-THE 11VH2(6AOWARD FJIDT3 TML�IILD ae1 CoA1f0
= I MIAMI-0ADC COUHf1E9).
3-gN1C 15HUfTCR 15 ASSEMBLED t41TH BOTH TYPOS OF BLADES THE
...L.� LARGEST GLA95 SEPARATION SHALL APPLY.
DATE:04107/2015
SCALE:NA
A,B,B1,B2,B3,114 BDTTCIM TRACK
C,D,E F G,I GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO L IMITATION
SHEET DRAWING#:
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5EC nON5 A,B 1,132,153,B4
AND ANCHOR SCHEDULE - -f 1/1B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z 810X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢as AT 12' OC 1341 SW 5.MACEDO BLVD
BUILT-OUT ON ANG IE SPACED AT 12'OC w�' PORT ST.LUCIE
HEADER OR SILL 16
OPTIONAL FLORIDA 34983
2,2A 11 oxmSECTION B4 Fax:(772))201-9919
673 0588
1 6 ADJUSTABLE TRACK
- 1 I ON REVERSE ANGLE
LWWW.JUSTSHUTTERIT.COM
m EMBED. w SILL ONLY
ANCHORS DESIGNED PRODUCT
mm ffin 6A iy AS PER SECTION B4
Bya ANCHORS DESIGNED = 10 +iE ON TABLE BELOW
ti wq SUPERNOVA
�^ AS PER SECTION A EXTRUDED ALUMINUM
z a ON TABLE BELOW
1/1 B ACCORDION SHUTTER
w 0. 1/4-14X1''GR5 SDS OR v
_ '�' `''� 1/4-20X3/4' PHMS W/NUT _ LARGE SMALL
a SPACED AT 5'OC. EMBED. IMPACTED RATED
a
SECTION BI
_ °A°TRACK ON :-
y 1/1B REVERSE�� F, ENGINEERING:
SILL ONLY -I ENGCO INC. CAD116
a 1/1 B 5595 ORANGE DR.201
ANCHORS DESIGNED y SECTION B3 DAVIE, FL. 3331 4
AS PER SECTION BI HIOX3/4' TEKS Tel.:(954)585-0304
-; - ADJUSTADLE ON -
4 ONTADLE-BELOW .:-: F- .a. .. -. .. .. AT'12, OC -. .... . . STD ANGLE ENGCOQAOL.COM
A .Lu w SILL ONLY
66 to
ANCHORS
1/4-14X1'.GRS SDS OR :. W N S
rxao 1 n W A DESIGNED
1/4-20X1/2' HHMS W/NUT _ EMBED.---I r l- 6 IeW ON TABLEAS PER BELOW
PACED AT 12'OC CTION 83
S .qy
2609 i
6A STA
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EMBED �A�'.F( OPr''t1�•`
ANCHORS DESIGNED
. s
Jell
w a 1/1B s AS PER SECTION B2
= m "�a ON TABLE BELOW 1/4-14X1' GR5 SDS OR F. "rnnnnri`'
16 1/4-20X3/4' PHMS W/NUT
W 1- IBTIDNAL w SPACED AT 5.00 JUL 3 0 2015
r, a
~ cpm ) MAX. BLADE SPAN IN INCHES Engmeer Seal
xV
N i.3 Pedro De Pupeiredo-PE 52609
4 11 SEE ANCHOR SCHEDULE ON
EMBED. MAXIMUM ANCHORAGE PRE55URE(P5F)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
,` ANCHORAGE SPACING
1/4-14X1' GR5 SDS OR SECTION B2 162 132 108 84 60 a ODUCfREVISED
1/4-20X1/2' HHMS W/NUT 'M TRACK ON s E E1 E E1 E E1 EI E E1 8olldnd Code�ilh the FTati la
SPACED AT 12'0C 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 AoapunmNo 1 - S71 .o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 90 : lion pale a�
A,B1,B2 8 40 40 62 62 93 81 124 105 160 146 x'19
MAX. BLADE SPAN IN INCHES 83,B4 6 40 40 62 62 93 93 124 124 160 160 DY
4 40 40 62 62 93 93 124 124 160 160 111W111D9d uc cont
SEEANCHOR SCHEDULE ON
SHEET It FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (F5 F) B A 5 E D ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA
A AI B BI C D A Al B BI C D A Al B B1 C D A Al B B1 C D A AI B B1 C D DE51GN BY:FPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 W12118 77 1 0 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 1248916047 160 126 160 125
A,B1,B2 8 40 26 AD 40 40 40 62 32 2 62 62 62 93 39 93 93 93 93 124 124 124 160 71 160 160 16083,84 6 40 35 40 4D 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 124 124 1601-
......... 4 160 160 160 160 SHEET DRAWING4 40 40 40 40404062 62 93 79 93 93 93 93 124 12 142 160 160 160 160 3 OF 13 IS-146
`
' ACCORDION SHUTTER
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,If*GH ANCHORS DESIGNED JUST SHUTTER IT jNc
AS PER SECTION D AS PER SECTION GH
ON TABLE BELOW AND ANCHOR 5CHEDULE ON TABLE BELOW 1341 5W 5.MACEDO BLVD
(ED) EDGE FORT ST.LUCIE
ca C ED) EDGE FLORIDA 34983
DISTANCE x
w DISTANCE Tel.:(772)201-9919
Fax:(772)673-0588
6A WWVv.JU5T5MU7TERJT.CCM
W/LEG
2,2A TRIPMED
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11� 'T'u4
TABLE BEL
(ED) EDGE
DISTANCE
E. E.,
,2A
DIOX3/4' TEKS 6A
AT 1 2' oc
4/LEG PRODUCT:
5ECTION 0 1 IU TR HNED
IN5rT MOUNT W/ �L SUPERNOVA
TRACK 2 OR 2A -(ED) EDGE 2
HEADER OR 51LL DISTANCE EXTRUDED ALUMINUM
k.
ACCORDION 5MUTTEP
111 LARGE!4 SMALL
SE TION E IMPACTED MITI)
ANGLE NSET MOUNT1
1/4-14X 3/4' TEKS
E
G
JE
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J
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SPACED AT 1210C
HEADER OR SIU.
ENGINECRINQ
Ld
ENGCO INC. ....6
5EZON 3" 5595 OFANG DR.201
A.JU1T 11 MOUNT E
ILL DAVIE, FL. 33314
Tel.:(954)585-0304
ANCHORS DESIGNED
AS PER SECTIONBELOW..ON TABLE tNGCO@AOL.COM
3,3A-\
I/4-14XI' GR5 SDS OR
1/4-20XI/2' HHMS W/NUT.
E F*
SPACED AT 12'0C
04 T EN v
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MAX. BLADE SPAN IN INCHES ....
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SHEET 11ANCHOR FOR ANCHORSCHEDULE TYPE jUL 8 0 2015
i MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON 5PACING IN INCHE5 ON CENTER Vn,3maar 5cal
ANCHORAGE SPACING 162M 1 132 108 84 60 162 13211081 84 60 Pedro De neumveja-PC 52609
A B C I D C— D A B C D A B IC ID E E I E I E E
16 43 52 2 3 0 2 36 4 1 ps 4 41 A 74
MIAMI DADE APPROVAL:
12 30 36 -A I
22 26 4 54 -E6 58 69 34 141 81 97-4B 157 1 —37 451 55171 99
a 40 40 26 6 gF
8 40 40 2 § ,-4r0--,Te— 86 103 51 161 121 145 71 186 40 621 831106 149
-1 L62414gPIP1 90 l 93
SECTION D 7
16 1 .40 1 40 123 1:40 1 62q 52 -974 115 124 68 Ieg 160 T6—6 95 115 —40 2
4 160 PRODUCTRE D
IN
2 — 6'1 '3 11 2s complying%-,itb the Florida
4 1 40 1 40 146 IR
62 162 162 1 93 1 1 4 1021123 IKO 160
1,40j 62 1
-T9 3 124 40 92 160 fluildlogrado
22 27 32 20 Accc�pfaneofllo 5-05 -o3
5 41 6 24 49 58 36 3 2 27
9 22 1 26 1-- 1 34 39:-�24 23 3 4 17 33 1 52 73 031.6 11
0 1 1 f 0
3 6 A 9 6
39 44 2-7- 26 �3" Q3
5 13 8 14 4g7 8 30 37 4 59 82
551 i 59 124 3 28 t�U 59 36 35 6 47 144 1 91 62 6 0 50 61 78 199 =1 ct ObAtIm.
40 40 3642 76 89 55 52 97 JiIA 70 167 1136 160 98 93 4 40 52 - -
64 T 115
. 2
22 -- 1 23 1 27 -- -- 22 20 41 146 12 -- 2 27 49
24
25 29 30 36 -7§-t 30 37 47 616
-'- -1 9
9 20 R I DATE:04/07/2015
SECTION GH 8 =3 7 -- 7 341 41 1 53 74 SCALE:NA
2 1 19 1 34 1 40. 25 123 1 44 1 EF D15IGN DY:FPMF
9
-6— 30 36 13 -21- 37 44 28 25 46 21 1 59 169 143 140 1 82 96 6 7 451 551 71 9
EE -S ,
�JR AR Rn 91 1 03
4 40 40 34 31 56 62 4P A i
An I i wi jrt� 140 1 123,144 4 3( 103
SHEET DRAWING#:
5 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECfION5 G, F AND I JUST SHUTTER IT INC
AND ANCHOR 5CHEDULE
_ _ x
� 1/1 B 1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
x w� FLORIDA 34983
a 1/1 H o< a¢ UNT
SECTION I Tel.:(772)201-9919
(n w a RECF55ED MO
F n Fax:(772)673-0588
F w�
SILL ONO WWW.JU5T5hUTTERfT.COM
u 010X3/4' TEKS y
AT 12'
w oc c.00
x
o< t' ..y t••• p. PRODUCT:
w
�- SECTION G .° ANCHORS TYPE
M 1 ADJUSTABLE MOUNT A, B, C OR 1) SUPEKNOVA
N
SILL ONLY EDGE CLEARANCE(EC) SPACED AT 46.00
•� INTO CONCRETE-4°(3000 PSI CONcn-m EXTRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
N I
INTO WOOD=2 1/2'(WOOD SG:0.55) CEC) EDGE CONDITIONS FROM TABLE 1 AC LARGE 4 SHUTTER
I - INTO METAL:2'(GG63TGAUJMDRA9IMA%SnW ;t; CLEARANCE "LARGE b SMALL
IMPACTED RATED
MITI4 I 4
(ED> EDGE
DISTANCE
STANDARD LOCATION 2 ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G (, w AS PER SECTION GI ENVCO INC. CA e11G
ON TABLE BELOW (ED) a ON TABLE BELOW
E06Ew 5595 ORANGE DR.201
DISTANCE -1 1/IB _ DAVIE. FL. 33314
.... - -... ..-.. .ALTERNATE C ED) ._ ..... .___. ._... a.... ._ ...._ SECTION F_' '_ ._ ..... ._.. _. .. _.... TOENGCO@AOL CO M
EDGE DISTANCE y A-TRACKL ONLY AUNT
w SILL ONLY /��I..rrDE r�//�•r
w a '
J
ro ANCHORS'DESIGNED .._ �•� } •NSF`-�OL
>- AS PER SECTION F • Q
i No. 2609 t
• _ '�" j� DN TABLE BELOW }
4 �0 STA OF } ;,
•.0 tF( I
THL
(ED) EDGDISTANCE
JUL S 0 1.015
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON EPigveiredo gmedo-
Pedro De -PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BA5ED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 132i£)B 84 60 162 132 108 84 60 MIAMI DADS APPROVAL
A B IC ID A B C D A B C D A B C D A B C D s E E I E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODTIC1REvlsr]T
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 �s utlplyinB with the Florida
SECTION G 8 28 33 20 20 35 41 24 24 42 50130 29 54' 64 38 38 76 90 53 53 8 34 42 51 66 92 BuldintTCode
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 7l 70 6 40 56 68 88 123 Aeoeplance No 1R
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 ply"'BD"Da1B-�B,LLQ
;16 28 34 IS 21 35 42 25 4 51 23 31 55 66 29 40 76 93 41 55 16 35 43 �53 68 95SECTIONS 12 38 40 20 27 46 56 25 34 C57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 90 127cTI40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 O1 111 8 40 621 4 1606 40. 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 40 62 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 ]24 116 124 160 160 160 160 4 41) 62 93 124 160 SCALE:NA
DE51GN BY:PPMF
5HEET DRAWING N:
6 OF 13 15-146
MANUFACTURER
.
--,:TYPICAL:
c:jxm51 45�c -j§c— -.— _ ,
JUST SHUTTER IT INC
AN OPN R 5ECTI -J
OPTIONAL
SEALANT 1341 5W S.MACEDO,BLVD
FORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL SECT-1 ON': TYPE A, B, C OR D Tel.:(772)201-9919
[SECTION-4-1
IS NOT NECESSARY JAMB-CL 41—FROMSiENDS7'- fax.(772)G7"5W
AND ONE AT MIDDLE
'JAMB�CLO5
D
ILE
WALL MOUNT L_- OREL WWWJL15T5t1uTrERIT.COM
INSET MOUNT
x-
(XZ) #IOXI SDS IA) � _1
9,9A P AND BOTTOM DIINIIPRODUCT:
IA TRACKS 5UPERNOVA
fXrRUDED ALUMINUM
ACCORDION SHUTTER
> nno LARGE 4 5MALL
IMPACTED RATED
MM
cu ENGINMFJNGr
TOP BOTTOM TRACKS ENGCO INC. �Ae 16
5595 ORANGE DR.201
DAVIE, FL- 33314
Tel.:(954)$85-0304
ENGCO@AOL.'COM
E F/!�;"
A B,'CORD ANCHORS TYPE
N
SPACED AT 24'OC Nos 52609 It
C4
w
co
(ED) EDGE
w• DISTANCE ST
—Eo..
-`SECTION i
...... jw LIKE
BUILT-OUT MOUNT
21 OR I I JUL 3 0 201
#I0X3/4' SS SMS OR Engineer
Seal
3/16' POP RIVETS
—IA Pedro De figvewedoe FE 52609
SPACED AT 24'OC
5ECTION J3
COMER CLOSURE MIAMI DADE AM'RDVAL-
PRODUCrRRV1SrD
w omiTAyinZ with the Florida
HWMing Coda
lon Doc 0/9
7
(19) PUSH.BUT
tOM I=
Piz By
Calami uctCoauo
DATE:04/07/2015
OR 7
SCALE:NA
7 OR 7A DE51GN BY;FPMI'
A IB PUSH
ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING III:
7 Of 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INc
HD LOCK SECTIONS L
13-41 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
W WW.JU5T5H UTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM zd
IN51DE OR OUT5IDE BY PLACING LOCK 'fu SECTION L
IN51DE OR OUT5IDE AS REQUIRED. o I J LOCK BLADE SECTION
1 W CLOSE POSITION PRODUCT:
ya.I�w yy
5UPEKNOVA
y w EXTRUDED ALUMINUM
ACCORDION SHUTTER
L -A LARGE C SMALL
IMPACTED RATED
ENGINEERING:
rAa ENGCO INC. GbIl6
1 5595 ORANGE DR 201
1 IB DAVIE. PL. 33314
1B Tel.:(954)585-0304
.... gA ,._ ..
--" ENGCO@AOL:COM
- 8
65 a'''1�pppn+n,py
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE. *. 3
INSTALLED ON SHAPE 8 A, B, C ORD I
SPACED AT 24'OC STA OF +�
ALTERNATE 5ECTION LI �,A+,x p IDP•
SECTION L LOCK BLADE WITH S�(Cs ..
STARTER BLADE SECTION I A .•�S/ �,�
LOCK BLADE SECTION _ CX9ETilEHf ••„0NA4'•pA����''
OPEN P051TION
.II L 3 0 7.015
L �7 Engmeer5eal
2 2 Pedro De Pigueredo-PE 52609
MIAMI DADS APPROVAL
PRODUCT MVISDD
a as wmplyingw)Ih the Florida
Building Code
AecePlanc�O -PYpin'onBA8A-/ 8 Miami Da
e IJlB
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
go, AND INSIDE THUMB TURN
f / COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8
Ig EXTERIOR KEY OR THUMB TURN IB 5HEET DRAWING 8:
AND INSIDE THUMB TURN
8 OF 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURM-
JUST SHUTTER IT mc
L ONLYIAT ING PINS APPLICABOPEN POSITIONLE 1341 5W S.MAC=BLVD
OCK I NG
ON I A T,
TO STACK FORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
7A Fax:(772)G73-0588
Al WVVV/JU5T5HUTTERITZOM
[NOTE:SH_ -'CAN BE LOCKED FROM
-* _ -' _ I
IN51DE OR OUT51DE 13Y PLACING LOCK
I
I OR OUTSIDE
N a SEC TION M
I N51OF OF OUTSIDE A5 REQUIRED. L
PRODUCT:
CLOSE POSITION 7A
P
5UPffKNOVA
J
01 wLd 4-
EXTRUDED ALUMINUM
id ACCORDION 5tiUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERINGt
7A ENGCO INC.
7 OR 7A r 7 OR 7A
4
7_01? 7A 7 OR
Om
Aj 7 OR 7A 5595 ORANGE DR.201
DAVIE. FL, 33314
Tel.:(954)555-0304
1/4-EDX3/4'THUND SCREW tNr�CO@AOL.COM
LOCATED ON ACCORDION
OR
OR SIDE
INTERIOR OR EXTERIOR SIDE
P
12_ULL PIN
rNpnsleipi
BRILL AND TAP-OPPOSITE 1/01 1/ Prr-
3� BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE DE F/
..........
s
(19) PUSH BUTTON LOCK"
LOCATED ON ACCORDION
No.52609
INTERIOR OR EXTERIOR SIDE
ALTERNATE SECTION M I
SECTION Tv) - U0C&BLADE VVIT"
STARTER,BLADE SECTION STA OF
LOCO5 BLADF_9GCTION
PEN P054TICk—
ANCHORS TYPE . ....
A• B C OR D JUL 8 0 205
/-7 OR 7A SPACED AT 24'CC
Engineer Swl
Pedro U.f..Smrcdo-FE 52609
7 OR 7A-, IA—\ MIAMI DADS APPROVAL;
FRODUCrREVISED,
0 conwlylog widt the Florida
sulmscodo
uqn 7 OR 7A AtocptitaccN6115-0513.03
v 5 CIA Duo0 Iq
BY
iB PUSH BUTTON LOCK iDade Lon ro
LOCATED ON ACCORDION)N70R 7A
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMF
5HEET DRAWING III:
9 Of 13 15-14r.
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT 1Nc
STD LOCK 5ECTION5 N
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
W W W.JU5TSHUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
1N51DE OR OUT5IDE BY PLACING LOCK SECTION N
INSIDE OR OJT51DF AS REQUIRED. z m LOCK BLADE 5ECTION
y O w I CL05E P051TION PRODUCT:
a
ay
5UPERNOVA
EKTRUDEDALUMINUM
cn y ACCORDION SYIUTTER
LARGE 4 SMALL
IMPACTED RATED
Lz ENGINEERING:
c ENGCO INC. CAE IC
1 5595 ORANGE DR.201
1 1B DAVIE, FL. 33314
1B
22A Tel.:(954)585-0304
.... _. _ .. ... _. ... ENGCO@AOL.COM
22
6 22B ,''Orpunonain.�.''��cc��
! No. 2609 F
F
ANCHORS TYPE ,*`- +*4
A, B, C OR D f
40,
.SPACED AT 24'0C '�O p P,r�r
ALTERNATE SECTION N I y'��•`+ 0 R +' ���•`
SECTION N LOCK BLADE WITH ••�'ss/ONAL ��C+���
LOCK BLADE SECTION STARTER BLADE SECTION 1A DiR1FFNT ••��riirrrrrrrr r
OPEN P05MON
JUL 8 0 2015
32. 15 Engmeer Seal
g �.L Pedro De Fqua.�do-PE 52GO9
W MIAMI DADE APPROVAL:
G
FRODUOT[(hVLSBD
N W 82—apW Ie dIR ft MAQaOWId '
Aece—)k 5.06 3.v3
EI)�L ion Uata o ,o/
22A 22
M ID ue Contro�
1
22B
22AJ \\ DATE:04!07/2015
`22 SCALE:NA
DESIGN BY:PPMP
1 1
1H� 1B
SHEET DRAWING/!:
10OP 13 15-14G
MANUFACTURER:
TYPICAL BLADE ASSEMBLY
BILL OP MATERIALJUST SHUTTER IT
)Nc
S
13
12 13A ITEM DE5CRIPTION MATERIAL MANUF RR 1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
START 60 3-6 ALUMINUM N.A. A. FLORIDA 34983
16 0.14 fA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Tel.:(772)201-9919
�NOUL 1 B COMP051TE BLADE GOG3-T6/LEXAN N.A.5.A. Fax:{(7 2 6 01-9 8$
20 I4 IC FLOATING STACK BLADE 6063 TG ALUMINUM N.A.S.A.
2 COUNG TRACK6063-TG ALUMINUM N.A.S.A. WW W.JU5T5HUTTEP.IT.COM
16 c N 3 1•/1/0 WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5,A.
14 I � 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A
4 R TRACK 6063-T6 ALUMINUM NASA
5 (ZeCES5ED TRACK G—Ta AL MINUM N.A.S.A. PRODUCE:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.I
GA ADJUSTABLE MALE TRACK GOG3-T6 ALUMINUM N.A.S.A. SUPERNOVA
HEADER -1i 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.S.0. EXTRUDED ALUMINUM
0.14 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER
B HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
SA HD MALE LOCK BLADE GOG3-TG ALUMINUM N.A.5.A, LARGE 4 SMALL
13-N I0X3'HH 65 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW 9 I'JAMB CLOSURE GOG3 TG ALUMINUM N.A.5,A.
410 5TAINLE55 STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A.
10 1/4-2X ANGLE 6063-T6 ALUMINUM N.A.5.A.
11 1/5-2X ANGLE! G%3 T6 ALUMINUM N.A.S.A. ENGINEERING:
�Q INC.
0.19 12 WHEEL CARRIER PLATED 5TEEU NYLON N.A.5.A. CAatt6
$ILL f 3 N IOX3'HH BLADE SCREW 4105TAINLE55 STEEL N.A.5.A. lVC7
nv 13A #1 OXX till BLADE SCREW 4 I O STAINLESS STE N.0.5.0. 5595 ORANGE DR 201
0 4 14 0.44'DfAM.FIAT WASHER 5TAJNLE55 STEEL N.A.5.A. DAVIE, FL. 33314
N 15 0.46`0 x 0.93'BUSHING NYLON N.AS.A. Tel.:(954)585.0304
IG 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.5A ENGCOQAOL.COM
141 H 14 ' ._ 19 PU5H-BUTF0M LOCK
20 1/2'x 3t8'WHEEL SPACER NYLON N.A.S.A.
6 rrr;rprrtersr�rr:'
IS m11¢ ~ 26 1/16'-1X2 IX2.5 1X4 1.5X3ANGLE5 6063-T5 ALUMINUM N.A.5.A.
a 14 22• 5TO FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.SA rdr(��"w«••k�G�/, •`L
13-/ 13A 22A. STD MALELOCKBIADE 6063-T6 ALUMINUM N.0.5.0. 0.4w '"
13A-B I OX2'HH �\„ENSF't +
BLADE SCREW 220 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.5A .Q , i %'L
4 10 STAINLE555TEEL NO.52609 '
0,sD6 v 4
* *
0.4 D y
0.460 0.390 = o STATE OF
0,20
0.396 FU'—tld _ 0,44 0.03
C5 o T� L 1 0 o -0- •'••.s�ONAI rr�N:r•''
0.310 {- T ( JUI. 3 0 2015
n an v a 14-0.03'X 0.44.0 Engineer Seal
O l 6 n Q PIAT WASH RT L ANCHOR SCHEDULE Pedro Be fte arredo-PE 52609
16-.46'0 X.65' 15-.46'0 X.93' MSM4t DADS APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BU5HING TYPE-_. DESCRIPTION -EMI3 —v'D.
20-1/2'0X0.36' 'k-A—-JW-1 IXTAPCON INTO-30fA7:P.51•CONCRETE------1-75--—3.0, PROWCt Ravi56D
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 mcomplytngwith the FlaTida
SPACER -A t_-• - )4 TAPCON) T COC BLOCK_ _ t: 5 Aaisp ag cbde aXa 1
I/4°ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Ecpt ions mo p fg
5 114-20X I ALL POINTS SOLID-5ET INTO 3.0 KSI CONCRETE 0.875 3.0
51 4-20X I ALL POINTS 50D- ET INTO CONCRETE BLOCK OX675 310
C 1 4°WOOD LAG SCREW INTO G=.55 WOOD 1.5 1. Dad a Control
I2-WHEEL CARRIER D I/4'-14 SELF DRILLING SCREWS INTO 1/(3°STEEL OR ALUMINUM 0.75
STAMPED 55 WITH '
o NYLON WHEELS E I/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE ),75 3.0
rs E I 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
NOTES: ED:coGE DISTANCE SIMM.BE BeronO WALL DRESSING SCALE:NA
,o EMB:rWeDMVfT 911AL BE Ber0120 WALL 0435ING DESIGN BY:PPMP
co 1/4'TA1'CON.I14'aXMrLEX,J!4 WOOD SCREtva CAN ee U5m IN REPLACE OP im,LAG 5CRf*S
O
SHEET DRAWING N:
I I OF 13 15-146
MANUFACTURER:
SHUTTER COMPONENTS
4.56 -3.92 JUST SHUTTER IT INC
4,54 4.08 3.23 a 46
; 08 13-11 ST. S.MACEDO BLVD
1 24 1 99 0.61 2.85 PORT ST.LUCRE
0�1
;4,
d o o FLORIDA 34983
On 097Tel.:(772)201-9919
At d
d Fax:(772)G73-0588
C5
3.21 $f; 1.48 Ul o WWW,JLJ5T5HUTrEFIT.COM
Oy T.- 1.23
I B-COMPOSITE 2.O4
ALUMINUM/LDIAN BLADE
6 O.OS"ACCORDION BLADE 1 0 7A-UNIb1ATE W/LP
d LEXAN POLYCARBONATE APPROVED
1.43 T o AS PER NOA 13-0717.01 7-UNR4IATEW/O LP LOCKING BLADES 0.41
XL102UV LOCKINGBLADE5 PRODUCT:
1A•ST
0.51 2.31 SUPERNOVA
1.83 'e EXTRUDED ALUMINUM
4.61 y � 1.77 51 1.56 o a�]Y-!
- ACCORDION SHUTTER
�4.OS y 0 I LARGE 4 SMALL
@O. o m ---(-1- IMPACTED RATED
0.86
y tn
o __ _'___JJ� ao T 88 ADAPTOR FILLER
y u a o m 0 USE WITH 8 AND 6A
O' 0
0.61 1 d ni - "' ni " o ei ENGINEERING:
@ I G 0.05'FLOATING STACK BLADE 0.07 L g 1I -1.99
2-INSET TRACK W/RG OPTIONAL d
3.OD ENGCO INC. 4:A 61 I6
HEADER/SILL MOUNT -0.64 5595 ORANGE DR 201
IE FL. 33314
0.13 2.1-INSET TRACK W/O RG 0.OB 8A-MALE HD 0.08 0.60 De.Tel.: 585-0304
ALTERNATE[ALK
HEADER/SILL MOUNT -. 8-FEMALE HD •-' LOCKING BLADE ENGCO@AOL.COM
W070 APPLICABLE
7 LOCKING BLADE
TR=S 3,E1 1 o ti 3.83 ^ 5-RECESSED TRACK ,'r'a��pru�'••••••.
3A AND 3A.f N .o o SILL MOW
6° NT ONLY UE ��OGt'�'•.
az.e1 ;Qp4Q,..�� ENSF.,
+
d
0.10 � 06 0.06 0.77 r}N0.� 2609 IL 0 L
41
83
0_2. 0.86 .7'L. .. _ 1.65
T- � 2.41 T_ 0.79
a 0.070.61 a aa6 d
H" o OPTIONAL 90HD JAMB CLOSURE
3Af 2'BUILD-OUT TRACK 0. 6 I d �••�r ���,,
d0.86 _ HEADER/SILL MOUNT
1.0 =A-J-
-OR 3A 1-2'BO TRACK W/O 228-LOCK KEEPER INSERT JUL 0 0 2015
.SB -(0.61�� RAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD 9-I°JAMB CLOSURE
0.07 RO LOCKING BLADE LACKING BLADE 1 NEnemeer Seal
3-V/1 k BUILT-OUT TRACK UPTIONAL p Pedro De Piguaredo-PE 52609
HEADER/SILL MOUNT 3.70 I
MIAMI DADS APPROVAL:
0.125 0.25 9A-2'JAMB CLOSURE
3-L-1111,W TRACK:WID PRODUCT DEVISED
(RAIN GUARD(RG F 2.43 2.07 0.09 _I I` a complying ridk the F106M
#117
1.91 �� BuIldieg AcccpL_.N
de
Aceepinnce No 5.0 13.03
6xpi ion Dno o )9
0.86 qyo M m s fy 21-I/IG'THICK ANGLES ByGOG3-T5 ALUMINUM ALLOYM1eml uN Conrtn
0.61 � oN N SLOE CLOSURE 0.83o $ 1 0.75 DATE:04/07/2015
d 07 3.36 SCALE:NA
d I DESIGN BY:PPMP
T GA-ADJU5TABLE MALE
0.95 �--1.13-�-1.29 G-EAADJUSTABLE FEMALE HEADER/SILL MOUNT 2.0---� I
3 37
HDER/SILL MOUNT 0
4-'A'1RAGC SHE[f .DRAWING N:
51LL MOUNT ONLY 78'TRiCK"ANGLES I O-114'THICK ANGLES 1' OR 1.5'� 1 2 OF 13 15-14G
GOG3-TG ALUMINUM ALLOY G0G3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION x ' JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 ST. 5,MACEDO BLVD
UCIF
BETWEEN WOOD TRU55E5 PORT ST.
' FLORIDA 3498498
3
Tel.:(772)201-9919
Fax:(772)673.0588
WWW.J U5T5m UTfERIT.COM
0.63 0.62
1.25 1.25—}-1.25 __5.001
PRODUCT:
N
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS 5UPERNOVA
WITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHATTER
LARGE 4 SMALL
En
T 00�T IMPACTED RATED
cli
� I
m 1/4'X5' OR 1/B—XS' 6063—T6 dENGINEERING:
2,2A ALUMINUM PLATE SECURED TO 1 ENGCO INC. CA 6116
'
_
2: RAFTERS AT MAXIMUM 24OC
ALTERNATE TO PLATE
SEE TABLE BELOW FOR SHUTTER �i
w t•■m I SPAN & PRESSURE I/4'X2'X5"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
x DAVIE, FL. 3-03 4
w 1/4'-14X 2- SELF DRILLING SCREWS Tel,:(954)585-0304
w -wzSEE SHEET S MOUNT TYPED ENGCO@AOLCOM
lei ANCHOR TYPE D FOR ANCHOR SPACING \■pn■■■••••••.•�
5,oo� No. 2609tn
STA OF eltV;�
aR rF�\
I/M5'6063-T6 ALUMINUM PLATE ::,nF'•,[Q fl OPr, �t1\\•\
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5
FORSEC110NXWITH 1/4'ALUWNUMFLATE FORSECRONXWITH I/8'ALUMINUMMME •''•••.......■■�
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE5IGNED JUL
00�
SPAN PRE55URE(P5SPAN PRE55URE(P5F cd US O 2015I
IN BLADE I BLADE I B (IN) BLADE I I BLADE IB ci l Engmeer Seal
60 ±159 1-159 60 ±99 ±99 1 Pedro De Plgve edo-PE 52609
72 +-132 ±132 72 ±82 ±82 ALTERNATE TO PLATE 00
84 t 1 13 ±1 13 84 ±71 ±71 118-X2-X5-6063-T6 ALUMINUM ANGLE
90 ±106 t 106 90 ±66 66 ru MIAMI DADS APPROVAL:
108 t 88 ± 88 108 ±55 ±55 MLODUCTRBVLSGD
126 68 ± 68 126 47 ±47 BWWin lyg Codlh the Florida-x'
132 ± 62 ± 61 132 ±45 ±45 A�ooepiancol - 613.o;
144 +48,-52 +45,-47 144 ±41 ±41 Dal e19°/9
162 +30,-40 +28,-33 162 ±30
Mica Dnauy�a6ot contro�
NOTE: 1- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMF
I
SHEET DRAWING H:
13 OF 13 15-146