HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY
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
NOTIM_QF ACCEF"FANCE (I�TOA) - �.rniAmitTade.gov/econoniy
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"R-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 xight 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 subrltitte. dommentat?ort was reviewed by]ll(el y A,.M[atC�ur,,P.111.,.1Vlt.S._
NOA No.15-0513.03
rti.aMt•oaDecouivrr �. f �/'" Expiration Date:08/14/2019
® �1�
Approval Date:08/27/2015
0 8 f 2 7�'Lo15 Page 1
Just Shutter It,Inc.
NOTICE OF_ACCEPTANCE EVIDENCE SUBMITTED,..
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of 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.
my A.Makar,P.E.,M.S.
P od ct.Caut .ul.0 S�egervop
NOA No.154513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
11. See Association's generic approval under I5-0629.
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
,rj;QA No.I5-0513.03
Expiration Date: 08/14/2019
Approval Date 08/27/2015
E-2
MANUFACTURER:
JUST SHUTTERINc
�-_ _ 1341 SW S.MACEDO BLL VD
EXTRUDED ALUMINUM ACCORDION 5HUT(ER — FORIDA3 983
x (772)201-9919
LARGE M1551LE IMPACT RE515TANT Fa:(772)G73-0588
WWW.J U ST5hUTTEFJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION.THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THI5 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 SHALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. CA9il6
5595 ORANGE DR.201
"JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE Of CONTENT5: DAVIE, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" ---- - "-" ' SHEFi DESCRIPTION' ENGCO@AOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED•BY•A rr,""""•••..�
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTSGENERAL NOTES,,USER INSTRUCTIONS E
�r�ss� DSIG '
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT.-TO BE0 O��""'"""•�.GR•••'
USED. 2 TYPICAL ELEVATION,ALLOWA13LE_13LAVE PKE55URE TABLE 1, 1 A AND GLA55 ,p�Q{,,+��C, SF'•k�•P
SEPARATION TABQ
LE 2 1 O
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MAbE OF 6063-T6 ORAS NOTED. ! No. 5 609
3 TYPICAL SECTIONS A.B 1.62,B3,B4 WITH ANCHORAGE TABLES *� � 11` }*'.
6-FASTENERS:A55EMBLY 5CREW5 AND ANCHORS 5HALL BE A5 SPECIFIED IN THE CURRENT SET OPA' STAT
4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES
' j3
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL. 1•,<•E
•••••�tS' ..R 1
5 TYPICAL SECTIONS D, \'��•
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD E 4 GH WITH ANCHORAGE TABLES •.,•S/„NAL Era
TO VERIFY THE FOLLOWING: G TYPICAL SECiTO45 F,G 4 1 WITH ANCHORAGE TABLES • 'O •••rr'rrAss
7.1-THE 5TABIUTY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER I••JUL 30 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH A5 BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER 5ECTION5'J'
Ergincer Seal
REQUIREMENTS.DESIGNED PRE55URE5 ETC.
7.3-THAT THI5 APPROVAL I5 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS'L° Pedro Dc figueuedo-PE 52609
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL:
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE10 STANDARD LOCKSEGTIONS'N° PRODUCT REVISF,D
FOR WIND LOAD HAVE BEEN USED. ascunVlyingwilhlhcFlorida
building Cbdo
I I BILL OF MATERIAL5,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Areel"No .o J3,o3
4wne /USERINSTRUGTIONS: t2 COMPONENTS pMduce Cmdro
I-DETERMINE PROJECT DESIGN WIND-LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X°DETAIL5 '
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TA13LE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF 5ECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4,6.SECTIONS ARE INTERCHANGEABLE.
SHEEP DRAWING N: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN 1 OF 13 15-14G ,
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT LNG
TABLE I A YNR-017>:XX`EROR bj 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE N I BLADE ' ' MAXIMUM ALLOWABLE N I b N I B BLADES PORT ST.LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URE t 100.1-\ i� FLORIDA 34983
Pxa Tel.:(772)20 1-9919
BLADE SPAN PRESSURE(PSF) BLADE 5PAN PRESSURE(P5F) N f �""`Fi(:�ALUhA{Ni.)2vi=BI4DE5 Fax:(772)673-0588
INCHES P N INCHES P 5 - NEG _a_..: ! t WNNJ.JUSTSHUTTERIT.GOM
60 l6{? Y 60 160 I 0
66 158 158 66 158 158 tNTERtpR/EXfERIOR
72 144 14 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 84 124 124 INTERIOR/E TMOK e�
90 116 116 90 116 116 cJ'UPERNOVA
96 I OS 106 96 To-8 I OS i L i COMBINATION CXTRLYt)ECY ALUMtrtuM
104 I o0 100 104 100 100 too, ALUMINUM/LEXAN BLADES
1`.m BLADE5 CAN BE ARwwGED IN MAH• ACCORDIONLAE4SHUTTER
108 93 93 108 93 93 coMBrnAis rs REDvlaED LARGE b SMALL
114 83 83 114. 83 3 1B 1B IMPACTED RATED
120 75 75 120 75 75
126 68 68 126 68 GInrEwpR/EXTERIOR'
8
132 62 62 132 G I G I ENGINEERING:
138 57 57 138 53 53
45 47 INTERIOR ENGC0 INC. caaLrG
"L44---`�•�--_-48----52— !44 wOR/atTERtpR
150 i41 '4B 150 38 1 42 ig IS IB 5595 ORANGE DR.201
IG2 30 40 1 162 28 33 DAVIE, FL. 33314
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NOTES:........ .- --. .. ..__.r%Mm __... .. _ „. ._ .. ._ _ ... _ ALL LPXAN BLADES - -T ENGCOQAOLCOM 4
1-ACCORDION SNUITER 5ME SPAN(INGNES)FOR All CONOMON5
2-PREZVRI
tNtE-OWGN VAND LOAD(FW) 1 B 1 B�
5=UNCAR RfOLATION 0 ACCEFTASIE POR DMGN VAND LOADS AND BLADE 5PAH arthral •+N�E,if DC
TAp{i1ATECi.vAuwES. :INTERIOR/
EXTERIOR
4-TAD IALWHfu ONeORMORETwf,15MADEFS L4�o
5-BLADE R MEP INSTALLATION IS ALLOWED FOR ALL MOUNTEO CONONIONSNs
TABLE 2 Q# No, 2609 p e
C::rYFFCAL`EL AV IE TON MINIMUM 5HUTTER SEPARATION FROM GLAZING *s '
C,D,E,GH X TY'LC�-'AL_Cf:055'5ECTION 3 sTAi F �
TpP TRACK GLAZING SEPARATION (INCHES)
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F BLADE TYPE BLADE SPAN
<-60° <=104' <=I
v
ALUMINUM 2' 2314. 3.125, JUL 3 4 2015
GIBS ALLEIEVAT10N5 Engineer Seal
t- 2 ' ' =Moles Pedro De Nuetredo-PE 52609
C3 LEXAN 3' 3° 3"
~ G7 �'• L M, N ' a <=30'E"ATION MIAMI DADE APPROVAL:
W '
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LEXAN 2 IIS' 3" 3°
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r cc >3(Y ELEVATION au))dit code
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NOTES: ;ion1)alc%0
i-5EPARATION FROM GLAZING AREA$SHALL BE MEA5URED FRO)A
SURFACE TO'RiEMNERMO5TBIADCORLOCK SURFACE.,2.GLA55 Ir'..flON'15-APPUCA4ILPEA'THE NVLIZ(BROWARD ANDti,S `�J D ndNEL Cbnu.l
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SHLLUPRR 19 A59EMBIPD WITH BOTH TYPPS Or plADES THE
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A, 2,83,84 BOTTOM TRACDATE:04/07/2015
C,D.E F F G,I,GH K SCALE:NApG51�N BY:PPMF
SHUTTER WIDTH (SV)
NO LIMITATION
SHEET DRAWING N:
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A.B 1,132,153,54
AND ANCHOR 5CHFDULE - -' 1/1B JUST SHUTTER IT INC
1/4-14X1' G05 SDS OR w z N10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341 SW 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC cQ PORT ST.LUCIE
HEADER OR SILL 16
OPTIONAL FLORIDA 34983
2,2A i t r nv 201-9919
SECTION Fax:(77))G73-0588
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ANCHORS DESIGNED = 10 W ON TABLE BELOW
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SILLONLY I ENGCO INC. CABIIG
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_ C= MAX. BLADE SPAN IN INCHES Engineer3eal
Pedro De Figueiredo-PE 52609
q 11 :� EMBED.--� SEE ANCHOR SCHEDULE ON MAXIMUM ANC)1ORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE MIAMI vADE APPROVAL:
~ f BA5ED ON SPACING IN INCHES ON CENTER
1/4-14X1' GR5 SDS OR SECTION 52 ANCHORAGE SPACING 162 132 108 84 60 PRODULTRDVlSBD
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SPACED AT 12'OC 5TDANGLE 14 40 31 62 38 93 46124 60 160184 AoceplmeeR.1 5'I .03
SILL ONLY SECTIONS 12 40 3 62 44 93 54 160 70 160 98
A,61,62 8 4010 62 62 93 81 124 105 160 146 FFA Lon Due �/9
MAX. BLADE SPAN IN INCHES B3,B4 6 40 4 62 62 93 93 124 124 160 160 it" ue Convol
4 40 4 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5 F) B A 5 E D ON SPACING IN INCH E5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 SA07 /2015
SCALE:NA
A Al IBI IC ID A Al B BI C D jA Al B Bl C D A Al B B1 C D A Al B B1 C D DESIGN BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 22 93 60 92 60 116 29 124 77 118 77 160 40 160 LOB 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1�62 8 40 26 40 40 '40 40 62 32 62 62 62 62 39 93 93 93 93 124 51 124 124 124 124 160 71 160 L60 160160
B3,B4 640 35 40 40 40 40 62 43 62 62 62 62 52 93 93 93 93 124 67 124 12A 124 124 160 94 160 160 160 160 SHEET DRAWING N:
40 40 40 40 '40 40 62 62 62 62 62 62 79 93 93 93 93 124 ]O1 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ffCTI0N5 5 AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 SW 5.MACEDO BLVD
PORT 5T,LUCiE
FLORIDA 34983
_- ANCHORS DESIGNED Tet.:(772).2)473 201-591988
AS PER SECTION C WWW.72)673-0588
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SECTION B i
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BUILT-OUT ON : DAVIE, FL. 33314
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SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) 5A5ED ON 5 P A C I N G IN TNCHE5 ON CENTER
ANCHORAGE SPACING 162 132 10$ 184~+ 60 Engmccr 5ent
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A Al B Bl G D A Al B BI C D "-A` Al B Bl C D LA-6 AI B' Bl C D A Al B B1 C D Pedro De P 9
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S GTIO S 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 9O 112 89 156 47 t60 126 157 125 MIAMI DADEAPPROVAL:
8�&C y 8 s 4O 26 40 40 40 4 62 32 62 62 62 62 93 39 93 87 93 86 124 t 518 124 2 1 124 112 160 71 160 156 160 155 FOODUCrREVISED
6 40 35 40 40 '40 40 62 43 62 62 62 62 93 52 93 3. 93 93 124 61 124 124 124 124 160 94 160 160 160 160 ae opmptying+Tith rha piotida
4 40 40 40 40 40 40 62 62 62 62 62 b2 93 76 93 93 93 93 124 98 124 124 124 i24 160 137 160 160 160 160 8uitdnbCnda
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MAX, BLADE SPAN IN INCHES :6 actCanho�
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5f)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 DATE!04107/2015
s E E] E EI E EI E El E Ei 5CALE:NA
14 40 31 62 38 87 46 112 60 15 184 DESIGN BY:PPMP
S C710NS 12 40 36 b2 44 93 54 121 70 160 13
8 C S 40 40 62 62 93 ?7 124 99 16 138
6 40 40 62 62 93 88 124 113 160 258
4 40 40 62 62 93 84 124 108 160 151 5HEET DRAWING#:
4 Of 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL SECTIONS D, E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER BLESECTION'DBELOW AND ANCHOR5CHEDULE AS PER SECTION GH
ON TABLE BELOW ❑N TABLE BELOW 1341 5V✓ 5.MACEDO BLVD
PORT 5T.LUCIE
(ED> EDGE Ww (ED) EDGE FLORIDA 34983
DISTANCE w DISTANCE Tel.:(772)201-9919
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a 1 ¢¢ SECTION GH
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v=i w N ADJUSTABLE MOUNT 5595 ORANGE DR.201
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t
F 2609 `
vzi as i STS OF ,(tV
-I •••'css�ONAL ���`'
MAX. BLADE SPAN IN INCHES
JUL 8 O 2
0
15
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INGt1E5 ON CENTER Engineer seal
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 Pedro De Figuemedo-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 -- 2D 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41153 74 MIAMI DADE APPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 BI 97 48 57 12 37 45 55171 99
SECTION D 8 40 40 26 32 55 62 32 39 67 BO q0 48 86 103 51 61. 121 145 71 86 8 40 62 83 106 149 PRODUCT REVISED
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 62 160 160 95 115 6 40 62 93 124 160 moo np)ying with lhu}7orido
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 1124 1160 1Building Codo
pcup(nnw No ri—o�i .03
i l 22 22 26 27 32 20 35 41 26 X91
34 I 1 2227 33 43 609 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 44 42 9 27 33 41 52 3
SECTION E 8 25 30 31 36 22 21 38 442726 49 57 35 49 47 8 37 46 59 826 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 6 65 62 6 40078 1094 40 40 36 35 62 6245 42 76 89 5552 97 114 70 0 98 93 4 40 52 64 82 115
12 -- -- -- -- -- 22 -- -- 20. 4l 48 30 28 12 -- 22 27 35 49 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:RA
SECTION GH 8 23 27 — 28 33 21 19 34 40 25 23 44 51 33 30. 61 72 46 42 6 27 34 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 .37 44 28 25 46 53 34 31 59 69 43 40 62 96 61 '56 6 37 45 55 71 99
4 40 40 34 31 56 62 42 38 66 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
511EET DRAWING#i
5 OF 13 15-14G
MANUPACTURER:
TYPICAL SECTION5 G, F AND I ,LUST SHUTTER IT ING
AND ANCHOR 5CHEDULE '
_ _ 1341 5W S.MACEDO BLVD
' PORT 5T.LUCIE
h = wl FLORIDA 34983
a n a 5ECTION I Tel.:(772)201-9919
H 1/1B J y RECE55ED MOUNT Fax:(772)673-0588
w �- SILL ONLY
N10X3/4' TEKS h WWW.JUSTSMUTTERIT.GOM
wI , AT 12' oc Mw
w tem - PRODUCT:
SECTION G ' ANCHORS TYPE
ADJUSTABLE MOUNT A, H, c OR. 5UPERNOVA
x � EDGE CLEARANCE(EG7 SPACED AT 48'OC
N •t• SILL ONLY
INTO CONCRETE-4°(3000 P51 CONCRETE) APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
INTO WOOD-2 1/2'(WOOD 5G:0.55) __ (EC) EDGE CONDITIONS FROM TABLE I ACCORDION SHUTTER
N I INTO METAL:2'(GOG3-TGAUNIlRA9TMA9G5TM) Vit, CLEARANCE LARGE iSMALL
f t - IMPACTED RATED
4 ) (ED) EDGE
DISTANCE
STANBARD LOCATION '"y 2j_ V ALTERNATE LOCATION
ANCHORS SPACED `Q�ANCHORS SPACED ENGINEERING:
AS PER SECTION G w AS PER SECTION GI ENGCO INC. CAEITG
ON TABLE BELOW <.�(EDD) w ON TABLE BLOW
w ---- 5AVI , I'L. 3D3201
DISTW(CC / B el.:(954 585-030
v314
..- ._ .. SECTION F _.. ._ ._.. _. .. _....D ENGCO@AOL.COM 4
.... -... -- .ALTERNATE (ED) - '-- _- '_`'r. 0. - - -' 'A'TRACK INSET MOUNT
EDGE DISTANCE w w SILL ONLY v��pvvonwi.••�
W q ..0s. DE f/o'
.p� ,;,,,,,,;,,,,,ti
F ANCHORS DESIGNED - ;•4v7�+'•V
r AS PER SECTION F q p
H "'*vTABLE BELOW * •No. 2609 =*
4 ;h STA OF
(ED) EDGE wm JUL $U 2015
DISTANCE w
MAX, BLADE SPAN 1N INCHES a
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro De Figueiredo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPF55URE (P5F) BASED O.N 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 64 60 162 132 108 84 60 MIAMI DADe APPROVAL
A B C D A B C- D A B C D A B C D A II C D s E E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 - -- 38 45 27 26 16 -- 21 26 33 46 PRODUCT REVISED
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 as eomply)ng with the Florida
SECTIONG 8 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Building(bde
Aeoep)Meo NoOJr'l3•03
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 56 68 88 1 3 S�tmTbnDateo olq
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130i�
16 28 34 15 21 35 42 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 8 95 m IEDud oaoctControl
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 1
G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160181 111 8 40 62 93 124 1160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77' 106 160 160 108 148 6 40 62 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:PPMF
511EET DRAWING N:
6 OF 13 15-146
MANuPACTURER:
TY iC4_ .HORIZONTAL -—— , JUST SHUTTER IT INc
JA -AND_CORNER=5EGTIONS J-�- - --.
SEALANT._'' 1341 5W 5.MACEDO BLVD
v PORT 5T.LUCIE
AWALL= EC�'IQj�J MIN, (3) ANCHORS FLORIDA34983
NCHORAGE TO
I,S-NUT-NECESSARY J „mss TYPE A, D, C E D Te(.:7 72) 73-OS 19
`�AtVt$-Ct05uRE' 4• FROMS ENDS S�CTiON.�I Fax:{772)673-0588
.7 WALL MOUNT AND ONE AT'MIDDIE JAMBCL05UPE WWWJg5T5HUrFERIT.COM
R; INSET MOUNT
NSDs lA
9,9A TOP TOP ANDDBOTTOM ENBEOMEM� PRODUCT:
IA TRACKS
5UPERNOVA
ACCORDION SHUTTER
nwo LARGE 4 SMALL
IMPACTED RATED
t
IL 1p��
W ENGIIIN'E�U^R.I/NN�G�/r� INC.TOP $ BOTTOM TRACKS ENGCO INCGSI t6
5595 ORANGE DR.201
DAVIE, FL. 33314
::..
.._ -. .. -.. .-�. .._. ...:- ... Tel.:(954)585-0304
.. .-. ._ .. .... .'ENGCO@AOL:COM ... .. .
a' E p/
ANCHORS TYPE ,�� 'A� „ENsF�,
7 —— A. B,*C ORD
I SPACED AT 24-OC * NO 52609 N
d
oWa (ED) EDGE +
w DISTANCE STA OF
C° � SEGTfON t
,
a JAMB CL05U +�s�j u f�L���`•
4NAL r
BUILT-OUT T ,••rrv�rruna•rrr
21 OR I I JUL 3 0 2015
#10X3/4' SSSMS OR Engmeer5eal
SA 3/16 POP [CIVETS
w SPACED AT 24'OC Pedro De F"medo-PE 52609
CORNER CL05URE
y MIAMI DADS APPROVAL:
PRODUCPRIIVISED
an coglplyinD frith lite Florida
Building Godo
—` AtaptottceNolr7-0513.03 ,
Ion Date o�C�
u By
tdiem uctComt
DATE:04/07/20 15
SCALE:NA
L 1 7 OR 7A DE51GN BY:PFMF
IB IB (19) PUSH BUTTON LUCK
LOCATED ON ACCURDIUN
INTERIOR OR EXTERIOR SIDE
5HEE2' DRAWING N:
7 OF 13 15-1,4G
TYPICAL HORIZONTAL 5ECTION5
HD LOCK 5f-CTION5 L JUST SHUTTER 1T iNc
1341 5W S.MACE60 BLVD,
FORT 5T.LUCIE
FLORIDA 34953
Tel.:(772)201-9919
F.(772)G73-0555
[NOTE:SHUTTER CAN BE LOCKED FROM WWW.JUST5HU77fRIT.COM
OT ' " m
INSIDE
D
N51DE OR OUTSIDE!!Y PLACING LOCK
I DE OF
,OLJT 'D Z(U 0
IN51DE OF OUT51DEA REQUIRED.
SECTION L
LOCK BLADE SECTION
CLOSE POSITION
PRODUCT:.
CL
w 5UPERNOVA
EXTRUDED ALUMINUM
L ACCORDION SHUTTER
LARGE#WALL
IMPACTED RATED
ENGINEERING:
ru ENGCO INC. �A8 t6
I B SB 5595 ORANGE DR.201
DAVIE, FL. 33314
8A Tel.;(954)555-0304
8 tNGCO@AOL:COM
—68
'06 DE
COMMERCIAL MORTISE LUCK W/ CE
EXTERIOR KEY OR THUMB TURN
AND INSIDE .THUMB TURN 2609
INSTALLED ON SHAPE 8 ANCHORS
,CBORS ORTYPE 4.
C
9 LDIM11
SPACED AT 24'OC
STA Of r}t
ALTERNATE 5ECT[ON L
SECTION LOCKbLADEWTH
ral L
LOCK ECT'Ef L
'E
LOCK BLADE SECTION
I STARTER BLADE SECTION I A
-T
OPEN
'IT,
OPEN P05ITI.N IIIEMMI --/o•••..,.,,..• ..$0
MIL 807.015
24 - 21 Fogmer 5eal
Pedro De hqvewedo-PC 52609
MIAMI DADE APPROVAL:
FRIDDUC17REVISI313
w wmplyino with the 11Ivnda
MdIdI4 Coft
L
Ascepmnoe BA N Sr-0 -03
Pspi ton,);
8A—/ By
nju Oct owtol
28
DATE:04107/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPmf
COMMERCIAL MORTISE LOCK W1 AND INSIDE THUMB TURN
SH I INSTALLED ON SHAPE 8
EXTERIOR KEY OR THUMB TURN SB
AND INSIDE THUMB TURN SHEET DRAWING#:
INSTALLED ON SHAPE 8 &OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT me
UNIMATE-LOCK 5E_GT_IO_N5-_M___
LOCKING PINS,APPLICABLE )34!SW S.NAGEDO BLVD
_v. ONLY AT OPEN POSITION PORT ST.LUCtE
SECURE STACK
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
FTVTO
?A WWW.JU5TSHU1TERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PUIGNG LOGK III
INSIDE OR OlJT51DE AS REQUIRED, a M ^. „SECTION.M-- -y PRODUCE:
^-- LOCK BLADE SECTION_.
d¢z — eLasPOsdioN7a SUPERNOVA
w w 4 EXTRUDED ALUMINUM
az w ACCORDION SHUTTER
. LARGE 4 SMALL
IMPACTED RATED
ENGAIN'E//E'^N��N`G: (�'
rMao 7 OR 7A' 7 OR 7A EFVGCO INC. cnaztc
'7 OR 7A 5595 ORANGE DR.201
OLL
1
DAVIE. FL. 333 14
SH .. .._ .... ••_. 7c1.:(954)585-0304
-_ --
I/4-2OX3/4'THUN8 SCREW - •- ENGCOQAOL.COM
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE OLL PINrrprrenn.r
SITE
6 3� BLADE 70 RS.
ECE I VETAP BRILL A NO PSCREW IINSIDEJORPOUTSIDE '����«yi,, DE I' 'r
C 19) PUSH BUTTOM LOCK' 0""�"Q�q
` LOCATED ON IDN_
INTERIOR OR EXTERIORRIOR SIDE 3 N0.52609
ALTERNATE SECTION-M-1
SEGTION'M LocIC BLADE wlTn STA OF
LOCK BIADE-SEGLION i STARTER BLADE SECTION .MOS i•p p,)i rL""+
OPE14 POSITION +„� ••. O R �,.• '\�"""
7 ANCHORS TYPE rrr gar.... �
�$- 7 OR 7A SPACEDCATR24'OC JUL 80 1.015
Engineer Seal
Pedro De Pugue:redo-PE 52609
7 OR 7A IA O{gl � MIAMI DADE APPROVAL-
------
PPROVAL:
PRODUCT REVISED
ad complying with tho Florida
Bu)ktinsoode
v 7 OR 7A AcmpwctN*or"5_P5/3.03
F.tgin'n'fJ}}iion
W a v 9TA�I�I Cr��
IB
PUSH BUTTOM LOCK 7 OR 7A ID, d tConr' Tot"
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
I 1 DE51GN BY:PPMF
SB 18 IB
SHEET DRAWING#:
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
5TD LOCK 5ECTION5 N
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JU5T5hUTTMT.COM
NOTE:51-IUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE AS REQUIRED. Z a LOCK BLADE SECTION
y
E3, CLOSE POSITION FRODUCT:
f
V)Q� SUPERNOVA
a EXTRUDED ALUMINUM
Ld
y y ACCORDION 5HUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
C ENGCO INC. CA811C
1 1 5595 ORANGE DR.201
IB IB DAVIE. FL. 33314
22A Tel.:(954)585-0304
- - - CNGCOQAOL.COM
22
6R 22D ,d��. D F/
. �c.......
No 2609
ANCHORS TYPE
i {
.
SPACED HATC.24' C �O {���•`
ALTERNATE SECTION N I �,•�Q�,�•.,,OR
5ECTION N LOCK BLADE WITH .�S� • ��,
LOCK BLADE 5ECTION STARTER BLADE SECTION' I A •• NAL rrr„
OPEN P05RION BIBEDHEutl
JUL 9 0 2015
3A 2. 15-1Engineer Seal
6 Pedro De Rguvredo-PC 52609
MIAMI DADE APPROVAL:
FRODUCf&BVISED
,��' d eenip)ying.v)tR Iha Plorada '
N Muldiog Code
Aecgrlotice No15�05 3.03
Fri ionDate o � 19
Of
. 22A 22 M tD uc Conho
// 1B� 22B
22AJ DATE:04/07/2015
�22 SCALE:NA
DESIGN BY:PPMF
1 1
IH IB
5HEE7 DRAWING 8:
10 OF 13 15-14G
MANUPACTUREFU
C�JXNCAL-13MDE A55NMMBLY--�' JUST SHUTTER IT wr
13
BILL Of WTERIAL5 1341 SW S.MACEDO BLVD
ITEM DC5CPjPtION MATERIAL MANUN CTURER PORT ST.LUCIE
112 13A I BLADE� _ggQT4 ALUMINUM &A-5�A, FLORIDA 34983
16 !A STARTER BLADE 60G3-TG ALUMINUM Tel.:(772)201-9919
I D COM GOG3-TG I LDrAN .. — N.A.5.A. Fax.(772)673-OSW
IC NG STACK BLADE 6063-T6 ALUMINUM N.A.5.A. WWW.JU5T5)iUTTtRltCOM
2014 CVUNGTRACK 60G5.TG ALUMINUM NA.S.A.
I /WJA12*� IT TRACK �MOUNT TRACK &63XTG ALUMINUM N,A6.A.
6
�T� T,
Ij 3A It .ALUMINUM
14 In 4 'M TRACK GOG-1-TG ALUMINUM NkS,A*
5 MESSED TRACK 60G3-T6 ALUMINUM WX5.A, PRODUCT:
6 ADJUSTABLE FEMALE TRACK 906-4:TTG ALUMINUMWU
_
CA ADJUSTABLE MAIL TRACK CMRUM 5UPERNOVA
7 pN TELO Kftrwlotfl GOG3-T6 ALUMINUM MA.5.A,
UNI* LOCK 'G ALUMINUM A.S.A. O(TPUDW ALUMINUM
,LOC
0.14 7A N.A.5�A. ACCORDION 5tiUTTtR
& HD FEMALE LOCK BLADE 6063-TG ALUMINUM LARGE*SMALL
jA— HD MALE LOCK BLADE 6063-T6 ALUMINUM IMPACTED RATED
13-#tox3lmm 78j8— HD ADAPTOR FILLER GCGS.TG ALUMINUM N.A,!,,A.
BLADE SCREW 9 -FJ—AMO CL05UPE G063-TG ALUMINUM N.&5.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 60G3-TG ALUMINUM N.A,5.k
to 114-2XANGLC -5563-TG—ALUMINUM, FNGINEUKING:
11 1/,5-2X ANGLE GOG3-T6 ALUMINUM N.kE,.A.,
12 WHEEL CARRIER PLATED STEEL/NYLON kkS,A. ENGINC. CAw,
13 #1 OXT titi BLADE SCREW 410 STAINLE55 STEEL NA51A, 5595 ORANGE DR,201
=ILL -13—A --Wl—QXXtiN BLADE SCREW
DAME, FL. .33314
o 14 0.44'DIAM,FIAT WASHER STAINLESS STEEL N.A.S.A. 'ToL;(954)585-0304
nt IS O,-4G-o x TF3 BDSFJNG NYLON N.ASA CNGCO@AOL.COM
16 O.4G10xO.G5WHEEL 5U5ti(NG NYLON N.A.5,A.
4 IB-/'
19 PUSH-BUTTON CK
1
LD
14 12'A 3t8WHEEL SPACER NYLON
I G.-1 X2,1 GOr3-T5 ALUMINUM WA.S.A-
15 L
21 S,IX4�1.5)3 ANGLES
0.14 22• STD FEMALE LOCK BIADE 3-T6 ALUMINUM N.AS,k
Z,
•
13 1.11A 5TD Mae Lo MADE 60G3TG ALUMINUM N.&5,A.
130-#1OX21tii 228STD I=FCFPEK GOG3.TG ALUMINUM N.A.5A
BLADE 5CRLW .No.52609-
410 STAINLESS STEEL
L
1p% STATE OF
0.5D9
0.4
0
0.460 0.390 D
OR I.,, ' N
ipo 01 0
0,310 0.44 0.03 o"'
I A- 60
d J JUL 3 0 2015
cs
C3
M 310W* D�* Engineer Sul
N 14-0.03'X 0.44*0 -
3 C5 STAINLE55 STEEL Pedro Da rioucwcdo PE 52609
FLAT WASHER ANCHOR 5CHFOULF
I6-.46'0X.GT ts- DESCRIPTION 4GIOX.93, TYPE ON rmB ED. MIAMI DADE APPROVAL:
NYLON VAiEa 5t6tllWG MON OV5IiINr. 'IA--4 I/ ITWTAFCON INTO 3004'D PSS CONCRETE 1.75 'e-3� PRODUCT1112VISED
4 ELM ULT
20-f/2'OXO.36* M(;ON INTO 2700 P51 CONCRETE 1.75 215 w complyins with tho Flmids
NYLON MiEft BWI&*Cod.
SPACER TA 1/4,-ITWTAFCON INTO CON RUE!3jQQK— Aoc%lmcgNoj5--S'5f .0?
IN ELCO ULTPACON INTO CONCRETE BLOCK 1,25 2,5
5 114-20XI ALL POINTS SOLID-SFT INTO 3.0 K51 CONCRETE0.875 3.0
Ell 1/4-20X I ALL POINTS 50LID75ET INTO CONCRETE BLOCK _0.875 3,0
5 1 Ac 1/41 WO D LAG SCREW INTO G-,55 WOOD 11.--
12-WHEEL CARRIER 1) i14'-14 5EU`DRILLING SCREWS INTO 1181 STEEL OR ALUMINUM 0.75j
STAMPED 55 WITH FE D�R7�-FLEX 554 INTO 3000 PSI CONCRETE 1.75 5.0
NYL
0, ON WHEELS El 1/4-CRETE-FLEX 554 INTO CONCRETE MOCK(2000 Psi) 1.25 3,0 DATE:04107/2015
SCALE:NA
Mores: tD:EDGE DISTANCE SMILECDEYOUVWALL L)RESSitiG DE51GN BY:PFMF
rW;tM0EDMUiT 5"41 DE IWOW WALL D"'Isslur
1741 YAPDON.114*CWE-rLM#14 WOW ScReVV5 CAN Vt USED"I WiAce Of 114"LAG Denims
O
[-•1.24 SHEET DRAWING#:
I I OF 13 15-146
MANUFACTURER
SHUTTER COMPONENTS
4.56 3.92 JUST SHUTTER lT INC
4.54
4.08 3.23 a 46
°0 134 SW MACEDO BLVD
4.08
f.24 1.99 0.61 2.65 PORT ST.LUIJCIE
00� o d 0.97 0 0 o FLORIDA 34983
N
N o d o o Tel.:(772)201-9919
Fax:(772)C73-0588
71�o Oh 1.23 3.21 u; I,48 0 WWW,JU5T5liUTTMT.COM
p• rJ-
111-COMPOSITE
2.04
AGCL•ADE N •1 o ALUMINUM/IDfAN BLADE 7q-UNIMATE W/LP
_ >> d-r- LEXAN POLYCARBONATE APPROVED
1.45 T o AS PER NCA 13.0717.01 7_-.UNIMATE-WOLP LOCKING BLADES 0.41
- XLI02UV -f.00KIN_-G BLADES`� PRODUCT:
PA=STARTER BLADE-r'
a sL 2.31 �- SUPERNOVA
4.61 1.83� 1.77 •51 e N m 0.06 m �°'+ 13RRUDED ALUMINUM
�4 08 7By o�
1.56 o d AtCORDION SHUTTER
@O• d LARGE 6 SMALL
;o m �1 IMPACTED RATED
0.86d��
°1
h o _____J�� u:,-, a v T m 8B-ADAPTOR FILLER
h N-. N O DD O P .-.
- _ _ USE WITH 8 AND BA
O' a 61 1 N rti ni N o ni
@ I C-0.05'FLOATING STACK BLADE O 07 L o -1•g ENGINEERING:
2-INSET TRACK W1 RG OPTIONALo 3.0 ENGCO INC. CABIIG
HEADER/SILL MOUNT -0.64-- 5595 ORANGE DR.201
0.13 0.OB 8A-MALE HD 0.OB 0.60 _
DAVIE• FL. 33314
2.1-INSET TRACK W/O RG Tel.:(954)585-0304
ALTERNATE CALK -- .._. ,. LOCKING BLADE
/�� HEADER/SILL MOUNT 8-FEMALE HD '' ENGCO@AOL.COM
/(y END RECEPiaT LOCKING BLADE E F
�1V TRACKS IXISRBLE3T0 0 3.83 N ''prNanii�i�•�
. �:- 3A AND 30.I 5-RECESSED TRACK �p1, „•
_I a i0 -Qo' oSILL MOUNT ONLY ,�.� Q �<•�'�,�%
z.61 PQr•,•'\•\ ENs '••.
0.10 I ^ )2,60
4 06 O.77 : ' o. 26092.83 0 0.86 M.2.41 I xoSTA FBFo 0.61 � o � �� CO+ d 0.07 RG
OPTIONAL •O ^ 9B-ND JAMB CLOSURE •� �_ 4"'•.•..'""•...• ���,
_ I
3A-2'BuaD our TRACK "ss�ONAL ��.��•
0.06 O1 HEADER/SILL MOUNT a 6 a p •aa'in�dj4�
1.0 4�
OR ___-r_ -'�� 3A I-2"BO TRACK W!O' 220-LOCK KEEPER INSERT 70--- JUL 30 ZB15
.59 -10.61 RAIN GUARD(RG) 22-FEMALE 51-0 22A-MALE STD -9-'I°'JAMBCL05URE o
0.07 RG LOCKING BLADE LOCKING BLADE - - In Enguieer Seal
T3-1'////. BUILT-OUI' CK OPTIONAL o Pedro De Piguevedo-PE 52609
I�gEADER'/SILL:MOUNT
0.125 0.25 3.70 MIAMI DADS APPROVAL•
3.1-1'//J'BO TRACK W/D L.43 2 07 - �' 9A-2'JAMB CLOSURE PRODUCT RMSED
RAIN GUARD(RG) . 0,09 at c plying wild the Fludda
0.86 1.9l 0.06 Eutiding Coda
0.61Tj T JL Agepla:xe NO+3.0 13.03
j-
0'
_II Expi Wh Datn0
0.86 0 0` Cl• st ¢ .21-1/1 G'THICK ANGLES Ay
°: n o o f s v M16mi uct Conho
0.61 O m 6 0 1 o p 6063-T5 ALUMINUM ALLOY
o Ai 00 SIDE CLOSURE USE ONLY '
ni ui
o °�' 2.09 2.61 0.75 DATE:04/07/2015
d o o.07 2 23 0.07
N 5CALE:NA
T 6A ADJUSTABLE MALE L- DE51GN BY:PPMP
0.95 �-1.13 1.29 G-ADJUSTABLE FEMALE HEADER/SILL MOUNT 1----2.0----�
3.37 HEADER/BILL MOUNT
4-'X TRACK5tIEET DRAWING N:
SILL MOUNT ONLY 11-118'THICK ANGLES 10-114'THICK ANGLES l' OR 1.5' 1 2 OF 13 15-14G
6063-TG ALUMINUM ALLOY 6063-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION x JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 134 I SW 5,MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JU5T5HUTTERIT.COM
0.63 0.62
1.25�{+1.25 {—1.25 5.00
I I I cu PRODUCT
N
(4 PER RAFTER) T
1/4'X 2 1/4 FH TAPCONS I SUPERNOVA
WITH 2' MINIMUM 1/4"X5'6063-T6 ALUMINUM PLATE
PENETRATION INTO WOOD IXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 6 SMALL
' �5,00� IMPACTED RATED
cu�
1/4'X5' OR 1/B-X5' 6063-T6 ci ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO I 7ANGLE �
m RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLAENGCO INC. CABII6
SEE TAILLE BELOW FOR SHUTTERcpm SPAN &.PRESSURE 114°X2"X5"6063-T6 ALUMI5595 ORANGE DR.201
DAVIE, ) 5-03333 4
W I 1/4'-14X 2' SELF DRILLING SCREWS _ Tel.:(954) OLCO 04
�� -w z SEE SHEET 5 MOUNT TYPED -• ENGCO aOAOLCOM
~ as ANCHOR TYPE D FOR ANCHOR SPACING 'E Flo
N �N IIIIIIIIIIIIIIIIIIIi1i
5.00No. 2609
`I O
a =. STA OF
'. 118"'6063-T6 ALUMINUM PLATE O'��-"F�0 R ��'��•\��i
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRESSURES ,.•''rs10NAL � 0
FORBECTION X WITH U4'ALUMINUM PLATE FORSEGnON X WITH 118'ALUMINUM PLATE I ,,,l......W.1
BLADE MAXIMUM DESIGNED_ BLADE MAXIMUM DESIGNED 5.00
SPAN PRESSURE PS SPAN PRESSURE(PSE Al
cu JUL 3 O 2015
IN BLADE I BLADE 10 (IN) BLADE I BLADE 113 d—F Engineer 5-1
60 ±159 :-159 60 ±99 ±99 1 Pedro De Pigue,redo-PC 52609
72 ±132 ±132 72 ±82 t82 ALTERNATE TO PLATE oa
84 ±113 ±1 13 84 ±71 ±71 I/8"X2'X5°6063-T6 ALUMINUM ANGLE ai MIAMI DADE APPROVAL:
90 ±I06 ±106 90 ±66 ±66
108 88 88 108 ±55 ±55 MODUC!'RRVISGD
126 ± 68 '1' 68 126 "'47 t47 BkdW[Cog with the F7wido
f32 ± 62 ± 61 132 t45 ±45 AomN ono 513.x3
144 +48,-52 +45,-47 144 t41 ±41 Um o 019
162
+30,-40 +26,33 162 ±30 1+28,-30
gY•
• Dndu duet Cuntro
NOTE: I- UNCAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 512F5 DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
I
SHEET DRAWING;:
13 OF 13 15-146