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Jim Cink
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6
M�IAM�I•DADE MIAMI DADE COUNTY
17 t, 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'OF ACCEPTANCE(NOA;) '. www.miamldade.eovkconomy
- -'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 014-0708.05 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.
03
MIAMI•DADECOUNTY /J�Jr/�_ NOANo•08/14/2 19
�•�����N -Expiration-Date: •
Approval Datlot 08/27/2615_ ,
0B/2 7Page 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 NA.S.A.'s generic drawing(No.
15-113)and complies with FBC,2014 Edition.
H"y A.Maknr,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
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 II 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., ceri6ing 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.Maker,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It.Inc. -
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15.0629.
C. CALCULATIONS
1. See Association's generic approval 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:finder 15-0629.
F. STATEMENTS
1. Letter by Engco Inc.,dated May 05,2015,signed and sealed by Mr.Pedro De
Figuriredo,P.E.,certiing 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.
I5-113)and complies with FBC,2014 Edition.
b
HiKy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/2712015
E-2
MANUFACTURER:
JUST SHUTTER IT ING
5 _U: E---R,---N.Q-V A__.,.
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIDA 34983
LARGE M1551LE IMPACT RE515TANT Tel.:(7Fax:(772Tel.: ))201-9919
673-0588
W W W.JU5T5tiUTTERJT.COM
GENERAL NOTE5: 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
D
AND WIND BORNE DEBR15(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCORDION
ALUMINUM
CCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
IMPACTED RATED
2-CODE:THI5 PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOGTY
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. cAelrc
5595 ORANGE DR 201
"JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585.0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' -• -- ''' '-" ENGCO@AOL.COM
SHEET -�� ����- DESCRIPTION
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY I TABLE Of CONTENTS,GENERAL NOTE5,U5ER INSTRUCTIONS r'rdr paurri...... '
PROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED pE51GNED ,,a �, DE
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER COMPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1, 1 A AND GLASS �.`t�Q�+'''•""�C s'`���i
USED. SEPARATION TABLE 2 4
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-T6 OR AS NOTED. 3 TYPICAL SECTIONS A.B 1,B2.133,B4 WITH ANCHORAGE TABLES
f NO.5 s�9
* 11 *•L
G-FASTENERS:A55EM13LY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OP q TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES STATIC
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. A
0 R VD `
7-U55 IT SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OP P.ECORD 5 TYPICAL SECTIONS D.E 4 GH WRH ANCHORAGE TABLES •• /ONAL 90�',,'
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ,'JUL 30 M5
ANCHORAGE. '
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE 7 JAMB AND CORNER 5ECTIONSJ°
Ergmeer Seal
REQUIREMENTS.DESIGNED PRE55URE5 ETC. g LOCK MALE 4 FEMALE SECTIONS' Pedro De Fv3uevedo-PE 52GO9
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHOR5 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL:
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTION5'N' I?RODUCf RLVISED
FOR WIND LOAD HAVE BEEN USED. aing�vithrtrot:lacida
Buailldirgding(bdo
I I 13ILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AccWwwe No -o$ 3.03
rIvI LonUalo 0 /9
U5ER IN5TRUCTION5: 12 COMPONENTS Oy�
M' D doer Control
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:04107/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS
PER SHEETS 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 1 OF 13 15-14G
M55URE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
TAB«—:'=_" TABLE I A CINTERIOR kFXTCRtOR_ 6$ 1341 SW S.MACEDO BLVD)
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #I t#I B BLADES 9 PORT ST.LUCIE
SHUTTER SPAN X PRESSURE 5HUTTfR SPAN X PRE55URE loo*I 1 FLORIDA 34983
Tel.:(772)261-9919
BLADE 51-AN PRE55URE(PSP) BLADE SPAN PRE55URE{P51` I -A41:AUIMINUM-B1A66Z Pax:(772)673.0588
INCHES T'!5a NINCHES P05 NFG1 1
16 60 IGO 160 WWW,JU5TSHUTTERIT.COM
6
GG 158 158 66 L 58 L 58 INTERIOR-WERIOR-
72 144 144 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 84 124 124 INTERIOR/EXTERIOR
90 116 116 90 LIG III; SUPERNOVA
SUPERNOVA
96 108 108 9G 108-7-08 1 1 1 COMBINATION EXTRUDED ALUMINUM
too* ALUMINUM/IFXAN BLADES
104 t00 100 104 100 !00 BLADES CAN BE ARPJW=IN Mem ACCORDION SHU ITER
108 93 93 108 93 931 LARGE a SMALL
114 83 83 Ti 83 83 1 H i B IMPACTED RATED
120 75 75 120 75 75 INTERIOR/EXTER1oR
126 t30
V40
126 _66-93-
132
868132 132 61 G I ENGINEERING;
138 138 53 53 ENGCO INC. caa1TG
-.I'}4 --- 1 144 45 47 INTERIOR/EXTERIOR
150 150 38 42 DAVID ORANGE
3I Al
1G2 IG2 28 33 IH1B-� IB-`
TEL:E, F . 33314
NOTES: All:LE)(AN BLADES - - ENGCO@AOL.COM -- .....
I- OIONDSK+tt RWB1RA
2- aRE1GE 9PA11 pNCHG4)FORALL CONDBXfN9 S H l B�
LOADp'SP} rrrrrpMr+r+ssq�+
3-Ulm NL MFOLATIOII 13 ACCEPTABLE FOR DESIGN VALID LOADS AND BLADE SPAN LlEMM Ar �. Q� F' .,
TABUUTED.YAIom. - .'�':lNTERlOR/EXTERIOR V 1'
4-USETABIE IA t(HENONE OR MORE TYPE ID MAD[6 L;ED tA ,
S-BLADE REVERSED INSTALLATION L$AVOWED PORALLMOUtBED CONDBLON9 EN
`�aLTi N F ?
� TA6LE=2 No. 2609
MINIMUM SHUTTER SEPARATION FROM GLAZING
TVI'/CAL ELEVATION €TYt'ICAL_CROSS.SECTION._ STAT` F i
— TOP TRACK GLAZING SEPARATION (INCHES) "•.�'c�t�s 0 R ISP�t��d"
BLADE TYPE BIADESPAN •'•;S�NA4rr��err'e,
<=GO° <=1041 <=I G21
ALUMINUM 21 2314, 3.1251 JUL ` d 2015
a n c Az: ALL dWATION5 EnSmeer Seat
Pedro De Plgvmredo•PE 52609
t3 H LEXAN 31 31 3°
~ L, M. N -`'� <-30 E(EVATION MIAMI DADE APPROVAL:
W
L.} a PRoDi)CTREVLSEI)
< LEVAN 2 1/8, 3° 31
ce w As DDmplyinR wiMlic Flotida
I- w >30'LTEVATION Buy4irecode
Ac c&wI& 5r_c��
W NOTES: �I-SEPARATION FROM QA21ttGAREASSHALL BElAFASL/REDFROM
GWING SURFACE TO THE OMER MOST BLADE OR LOCK SURFACE. 3,W
'i.G[A:95EPARAnOtttS-Mni ktffATHEHV"ZOP.OWARDAM Atni(
I KMSH Dp COUNTIES). .
3-Wt1G19HUTTER[9 ASSEMBLED WlTtl BOITI tttT9 OF BULDESTHE
..LAW SEPARATIONSNALL APPLK
A,B,B1,B2,B3,B4 DATE:04/07/2015
C,D,EFG,LGH BOTTOM TRACK _ SCALE:NA
DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
2O 13 15-L 4G
MANUFACTURER:
TYPICAL SECTIONS A,B 1,B2,133,154
AND ANCHOR SCHEDULE —� 1/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z 810X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT a CL AT 12' OC 1341'5W S.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w PORT Si.LUCIE
HEADER OR SILL 16 FLORIDA 34983
OPTIONAL
Tel.:(772)201-9919
SECTION B4
2,2A 11 f- 0D 6 ADDU ABLE TRACK Fax:(772)673-0588
L 1 ON REVERSE ANGLE WWWJUSTSHUTTERIT.COM
m � —EMBED. w J' SILL ONLY
• �• x y moo C ANCHORS DESIGNED
N
6A 21 AS PER SECTION B4 PRODUCT:
ANCHORS ➢ESIGNED = 30 ;Y ON TABLE BELOW
H SUPERNOVA
AS PER SECTION A
Ba
q EXTRUDED ALUMINUM
ti z ON TABLE BELOW
I/IB ACCORDION SHUTTER
w a 1/4-14X1''GR$'SDS OR
x H r ,•: 1/4-20X3/4' PHMS W/NUT c. LARGE DRAE
W a SPACED AT 5'OC EMBED. IMPACTED RATED
SECTION 15,
x 'A'TRACK ON
I/1B REVERSE ANGLE ENGINEERING:
SILL ONLY _I ENGCO INC. CA 9116
a I/I B 5595 ORANGE DR.201
l r`i ANCHORS DESIGNED aa. SECTION B3 DAVIE, FL. 3331 4
AS PER SECTION BI w 810X3/4' TEKS ADIUSTABLEON Tel.:(954)585-0304
4 - ---... ---- l 1--it .. ON--TABLE--BELOW :-:-...: F .a.... -. .. -. AT 12' OC -. .....-. STD ANGLE - -. ENGCOpAOL.COM
ffix -. .
SILL ONLY
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c" i ANCHORS DESIGNED ,d`��.............•„Y/F'�.,
1/4-14X1'.GRS SDS OR a I II 6 wA PER `QQ�y C N Z
1/4-20X1/2' HHMS W/NUT ;: EMBED.•---� r %1 a ON 7ABLEEBELOW B3 �0�, f �� 8F^a.* �-
SPACED AT 12'OC ` _ �T W~. 4 i p
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_
16 ' ON TABLE BELOW 1/4-2D%3/4' PHMS W/NUT T`
W OPTI"L W Q SPACED AT 5'OC JUL 3 0 2015
y MAX. BLADE SPAN IN INCHES Pupa
ed.-
Pedro De Piguuredn-PE 52609
4 11 i• EMBED.—� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRF-55UFE(PSF).
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCITES ON CENTER MIAMI DADS APPROVAL:
s ANCHORAGE SPACING
1/4-14X1' GR5 SDS OR SECTION 82 162 132 108 84 60 d ODUCIRBVISDD
1/4-20X1/2' HHMS W/NUT i< 'A TRACK ON s E E1 E EI E E E1 E E1 �l�Ooao++'ilhlhcFloridc
SPACED AT 12'13C SiD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Aooeplaueo No - S/3.o3
5ILL ONLY SECTIONS 12 40 36 62 44 93 54 160 71 160 98 � (�p�o
A.B1,B2 8 40 40 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES B3,B4 —6 -40 40 62 62 93 93 1 4 124 160 160 n9
4 4040 62 62 93 93 124 124 160 160 Miam Dad 4uct Comm
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE_ PRE55URE (P5F) BASED ON SPACING: IN I N C H E 5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 108 64 1 60 SCALE:NA
A Al IBI IC ID A Al B B1 C D A Al B B1. C D A Al B B1 C ID A AI B B1 C D DESIGN BY:PPMP
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 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 34 124 90 124 69 160 47 160 126 160 125
A,B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 12 124 124 160 71 160 l60 160 160
B3,84 6 40 35 40 0 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING 8:
4 40 40 40 4D 40 40 62 62 62 62 62 62 93 79 93 93' 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
TYPICAL 5ECTION5 13 AND C
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
1341 5W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C
Fax:(772)673 0588
TABLE BELOW WWW.JU5T5HUTTEPJT.COM
3,3A
PRODUCT:
ls SUPERNOVA
rA
W:E LLUIJ
'cqw
ACCORDION SHUrrfK
16
I=-46
IMPACTED RATED
CIPT1001. 1ARGE 4 SMALL
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F--SECTION B
L'==: 1 5595 ORANGE DR.20)
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ENGCOEAOL`OMA
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SPACED AT 12,OC 0,
No. 2609
ANCHORS DESIGNED
MC
A PER SECTION C'
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ON TABLE BELOW ST
im
MAX BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRESSURE (P5F) EASED ON SPACING IN INCHES ON CENTER JUL 8 0 2015
162 132 208 60 fagmeer 5cal
A Al B IBI IC ID �l A AlIIR ITI C D A Al IB IBI IC ID LA— Al B BI C D A I A#I ' c -D Pedro On rigmrad.-PF 52GO9
I B
2 104 29 ]10 77 104 17 �145 40 1 5 106 146-10-7
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40 62 121 162 157 162 57 87 2' 2 89_ jg6§ I
SECTIO 34N 119 90 11 9 56 4 60 126 157 125 MMI DADE APPROVAL:
a kc -- 4U Mu M i 1 0
:8--) 0 26 40 40 62 132 162 162 62 93 39 93 87 93 86 124 51. 12 Ill 124 Ill 160 71 160 1 56 160 155
16 40 135 1 40 62 143 162 162 62 93 - 6 1,0 1 0 1 FROIDUcrmvism
9 T3— 3 124 67 124 124 124 124 160 94 160 160 160 160 complyin8with the r-larldn
rr 4 40 40 14U 14U J40 9 91) 1 !'Vn
140 1 6-d 162, L62 162 62 3 93 93 9 93 124 98 124 124 124 124 160 1517 I�n 16n 161) Building coda
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MAX, BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5f)
ANCHORAGE SPACING BASED ON SPACING IN INCHES ON CENTER
�\ 162* 132 LOS 1 84 1 60 DATE:04/07/2015
I s L I El F f El F IFt I F I rt I r $71 5CAUf-NA
14 401 31 62 38 87 46 112 60�60 -� DE51GN BY.PPMP
SECTIONS 12 401 36 62 44 93 54 T2_1 70 1160198
B&C 8 40 40 62 62 93 77 -12-4 99 11601138
401 40 62 62 93 t88 124 11311601158
401 40 62 621 93 184 124 10811601151 SHEET DRAWING#:
4 OF I$ 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 0.E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION G"
ON TABLE BELOW 13N TABLE BELOW 1341 SW 5.MACEDO BLVD
FORT ST LUCIf
(ED) EDGE (ED) EDGE FLORIDA 34983
DISTANCE DESIGNED
J"
SECTION
r
E BELOW
(ED)
EDGE
DISTANCE Tel.:(772)201-9919
4 —E0 EQ.
Fax:(772)673-0568
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2,2A
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w 5ECTION D W / TRIWED
INSET MOUNT Lc
TRACK 2 OR 2A —(ED) EDGE SUPERNOVA
W WIDISTANCE 2 EXTRUDED ALUMINUM
HEADER OR SILL
ACCORDION 5MUTTER
LAI?ze t SMALL
SECTIONS ANGLE INSET
5 IMPACTED RATED
I/IB Fjzgno�s_
ill
rrMOUNT_,
L
1/4-14X 3/4' TEKS
SPACED AT I2'OG
ENGINEERING:
E
SECTION GM NGCO INC. caattc
ADJU15TADLE MOUNT 5595 ORANGE DF,201
AIC1101%EIE111" MER I SILL
9'PE CT ON'jE DAVIE, FL. 3331.4
...... -ON�TAB E BELOW' 141,(95 4)585-0304
LL ENGCO@AOLCOM
-.1/4-14X1'4R5_SDS KW5OR
• SPACED AT-42"OC-
I No. 2609j
XZ
'x<
10.
MAX, BLADE SPAN IN INCHES ----------
'L4
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE 8 0 2015
ANCHORAGE SPACING
MAXIMUM ANCHORAGE PRE55U RE (PSF) B A 5 1:0 ON 5PACING IN INCHE5 ON CENTER rnmee,Seal
162 132 108 94 (60 162 1321108 84 60 Pedro De riejuerredo-PE 52609
A. B C D A B C . D A -E_ E E E E
16 3, �C D" A Be C
22 27 27 33 ;f3 _52_ 34 41 53 74
-- 120 F60 72 36 43 16 28 MIAMI DADE APPROVAL
12 30 36 37 44 22 26 45 54 26 3 25 31 31 12
58 B 97
21 48 57 37 45 55 71 99
41
0 1 40 126 32 55 62 34 86
8 3 9 67 40 48 86 1 G R::_F 1 —40 62 83 106 149
SECTION D 33 51 61 IR 145 71 86 8 PROD=RLIVISPD
- 4U 62 62 43 152 90 64 115 124 68 82 160 160 95 115 —
& 40 12 45 53 - 6 40 6-2 93 124 160
4 40 _40 135 _46- 62 62 62 62 93 1 93 9 93 124 Te-4 SO2 12-5 160 160 %143160 —
-— - 17 1 4 —40 62 93124 160
1 22 i2pq 1= 27 32 41 2 9-1 8 36 3
9 e2 1 26 1 1- 1 27 1 X1 6 43 51
31 0 60 27 33 41 52 73
SECTION EI 8 25 1 30 1
6 34 1 39 — 1 31 136 122 121 -18 4 127 Ie6 49 57 35 133 -68 . a 301 371 46 -Lg82 IIy
-
3 1 41 148 0 1 59 136 1�3'� 65 78
— 30 12B 5 1 1
0 01 664 —
'2 lu L40 136 1 NJ 62 162 i43 142 76 1 89 15 97 11470jf7 136 4 '461 N 82 115
12 -- 122 1- 1- 1 23 1 27 1-- 1- 1 29 [34 IPP On I Al Iso v20 2 12 7 35 49
9 20 22 10 1 36 123 121 1 39 64 41 37 9 ?4 3 47 66 DATE:04/07/2015
13 U 125 JE3 1 44 77--2-4 6 42 2 5
SECTION GH 8 -0— 28 3 6i 119 1 54-1 4 8 g 24 ZI 5CALE:Nok
96
:1U 3 134 131 1 59 61 *56 4 4 DESIGN BY:PPMF
0 15.1 147 1 88 1103165 16 3 144
91 84
55 71 9
4 40 40 1, 0 4 38. 47 57 74 1D3
SHEET DRAWING#:
5 Of 13 15-14G
TYPICAL SECTIONS G,F:AND I MANUFACTURM-
MD ANCHOR 5CHEDULE JUST SHUTTER IT iNc
1341 SW 5.MACEDO BLVD
PORT ST.LUCIE
ta FLORIDA 34983
w < SECTION I Tel.:(772)201-9919
_j RECESSED MOUNT
M
010X3/4' TEKS SILL Fax.-(772)673-0588
I - www.jU5TE;HUTTfRIT.COM
w Mw
F" PRODUCT:
ANCHORS TYPE
EDGE CLEARANCE(EC)
A. B, C OR D SLIPERNOVA
INTO CONCRETE-4'(3000 FSI CONCRETE) SPACED AT 48'13C
INTO WOOD-2 Ur(WOOD SG,0.55) E0 EDGE EXTRUDED_ APPLICABLE FOR ALL LOAD DED ALUMINUM
wit, AT 12' oc INTO CLEARANCE CONDITIONS FROM TABLE I ACQORVICIN 5HUTUR
LARGE 4 SMALL
IMPACTED RATED
(ED> EDGE
STANDARD LOCATION ALTERNATE LOCATION DISTANCE
ANCHORS SPACED 21
AS PER SECT ANCHORS SPACED
1314 TABLE <Eli) AS PER SECTION GI ENGINEERING:
ON TABLE BELOW
ION G \\_A
BELOW Irma ENGCO INC.
I/IB 5595 ORANGE 38.
201
z DAVIC. FL. 33314
(ED) ' _1
EDGE DISTANCE__Z�., , . - , - k- - I , _ .1 SECTION f • TeU.(954)585-0304
0 • 'A TRACK INSET MOUNT EN GCO@AOLCOM -
W SILL ONLY
E_j
ANCHORS'DESIGNEDE i %- x
As PER SECTION F
ON TABLE BELOW No. 2609
EZJ
V'N
%
Li
(ED) EDGE
DISTANCE
MAX. BLADE SPAN IN INCHES JUL 30 2015
I L_14
SEE ANCHOR SCHEDULE ON Eogmeer Sea)
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE5;�_UFE (PSP) BASED ON SPACING IN INCHES ON CENTER Pedro De Piguawedo-re 52609
ANCHORAGE SPACING 162 132 1 TOB`' 1 - 8 1 60 16211321108 84 60 MIAMI VADE APPROVALe
A B V I) A I-B—FC— I D I-A- IR IC ID I A IR ir In I A IR If- I E E E E E
16 27 32 27 26 1-6 __
1 25 21 26 33 46 MODUCT REVISED
12 22 23 27 1— 1— 1 2 3 20 20 -56—_4_3 'iF5_ 3 9scomplyinguithilionoticla
35 35 12 23 e8 34 44 62
SECTION IVN tj B 261 33 20 20 35 4�1 24 24 _42 50 - 29 --94—64 T8_ 53 53 _W_—34 42 51 66 92
1 INCHES
5 32 1 70 BulQinpCade
Accoptme No iDo IS-0513 0
01 0 26 26 46 32 1 56 67 39 39 /U U6 51 27
170 _V_—40_1W_K8_-VS-123_-
14� 40 139 1 1( -
be 14U 148 : 193..159 159 1 109 124 76 1036 105 4 40 W 72 I�3_130
_16::28�34 15�21 4 51 123 13-1 55 166 IP9 l4n
- 35 4 2 2 93 41 55 1 1 35
D
L-57-i 169 130 141 73 188-139 153 102 123 54 174 1 40 58 70 9 127
CS—ECia Aa 3H.1 40 120 127-1 46 156 125 134 - 53 95 Dad da control
40 13U 14U 1 62 [be 127 Inu 0 93 1
Gi OR-E' " 4U 1 U5 193 145 162 0 al Jill a 40 _6.g 1 11160
-,-be 0
1", 6 40 14460 1 44 tO, - I be I41j IbL, V3 1,�3 16 102 124 1124177 11061 1601160 1081140 6 40 6 93 124 601
1 4 40+1420 'Ir 1 C40 -1160 DATE:04107120 15
1 62 162 162 i 11241 IAO 50 1 62 93 124 SCALE:NA
DESIGN BY,rPMF
SHEET DRAWING#:
6 or 13 15-146
MANUFACTURM-
TYPICAL NOiZtZCiNTAt=` : JUST SHUTTER IT iNc
i RNEX 5ECTION5 J
OPTIONAL
SEALANT 1341 SW 5.MACEDO BLVD
FORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34953
ANCHORAGE To WALL TYPE A, B, C OR Di Tel.:
(772)201-9919
Is NOT NECESSARYS END$ 77 --j:
---JAM 4' FROM --MG TION-J-1- Fax:(772)675-0508
WALL MOUNT AND ONE AT MIDDLE- -JAM13-6OSbf&-F . www.jusT5munERJT.COM
INSET MOUNT
(X2) #IOXI SDS IA) DlXKK_j
9 9A TOP AND B13TTLIM PRODUCT.
r—R, IA �TRACKS 5UPERNOVA
I w EMDED AWMINUM
ACCORDION SHUTTER
II > r«ioo LARGE 4 SMALL
IMPACTED RATED
cnw
'u ENGINEERING:
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5595 ORANGE DR.201
DAVIE, FL. 33314
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ENGCO@AOL.CQM
IB
E F
ANCHORS TYPE
A B,
C OR D
SPACED AT 24-OC No 52609
Tkw
(ED) EDGE
w
DISTANCE 0'SECTION 12 , 10 ST OF
m '4101
I —E E01-1]
BUILT-OUT MOUNT_ ...
21 OR I I JUL 3 0 2015
#IOX3/41 SS SMS OR
c"weer 5=1
1A 3/16* POP RIVETS
SPACED AT 24'OC Mr—TION 13
Pedro ve Ng..red, PE 526
0
9
CORNER CLOSURE MIAMI DADE APPROVAL:
PRODUCT'REVISED
W CDAIPI)bg 11ith 1110 1-10ridD
OWWAS CDde
A"tmc No 0$7/3-0 T
canud
DATE:0410712015
5CALE-NA
7 OR 7
<'9 PUS,BUTT'
7, ,. CC,
7 OR 7A DESIGN BY.PPMF
<19) PUSH BUTT13M LOCK
I VB LOCATED ON ACCORDION
INTERIOR OR EXTER113R SIDE
5HEET DRAWING#:
L 7 Of 13 IS-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTIONS
HD LOCK 5ECTICN5 L JUST SHUTTER IT No
1341 SW 5.MACE60 BLVD
FORT ST.LUCIE
FLORIDA 34903
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F�Z(772)673-0588
NOTE:SHUTTER CAN 13C WWW.JU5TSHUTTE!R[T.COM
�5: LOCKED M
IN51DE OR OUTSIDE BY PLACING LOCK
,I IDE ol:
,::7 g� SECTION L
INSIDE OF,OUTSIDE AS REQUIRED.
LOCK EXAVE 5EC7ION
CLOSE P05I1I0N PRODUCT:
6
ww rnw SUPERNOVA
EXTRU(XD ALUMINUM
L ACCORDION 5HUTIFR
LARGE 4 SMALL
J--L
IMPACTED RATED
c*m ENGINEERING:
A, ENGCO INC. CAbi76
IB i5 5595 ORANGE DR,201
DAVIV, FL. 33314
Tel,(954)58"304
\-BA ENGOO@AOLCOM
r�rDE
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN
AND INSIDE THUMB TURNNo 52609
INSTALLED ON SHAPE 8 ANCHORS TYPE
A, B, C OR
SPACED AT 24'DC tils OF
0
5VON L
DIE 5ECTI N
LOCK 5 SECTION
1A /ONAL
OPEN m5incpN]
3 0 2015
Eaqmccr Scot
Pedro De rqmredo-PT!52609
�j
MIAMI DADE APPROVAL.r PRODUCTREVIS1313
aas emplyinswilh the vwdd
adtdim Cude
N 0�5.»0 .1�1
17' 8A-/
nf1D5!j9ct Otto
/Z
1A
tB
DATE:04107/2015
COMMERCIAL MORTISE LOCK W1 SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY.PPMF
—Al Lal t AND INSIDE THUMB TURN
C
COMMERCIAL MORTISE LOCK W/ INSTALLED ON SHAPE 9
iH TW
EXTERIOR KEY OR THUMB TURN
AND INSIDE THUMB TURN SHEET DRAWING#:
INSTALLED ON SHAPE 8 8 OF 13 15-14G
MANUFACTURER
1XPICALAORIZONTAL—
UNI�AT-F--LOC K�5Edndw;-m JUST SHUTTER IT mc
LOCKING PINS APPLICABLE
ONLY AT OPEN POSITION 1341 SW 5,MACEDO BLVD
IV TO SECURE STACK PORT ST.LUCfE
13CIIIN'i PINS
A
ONLY AT "PEN P
TO SECURE STACK
FLORIDA 34983
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7A Fax:(772)G73-0588
WWW.JU5TStiUTrERIT.COM
NOTE:SHUTTER CAN DE LOCKED FROM
I I U I
INSIDE DR.OUTSIDE BY PLACING LOCK
13
'IC
I _0 OUTSIDE
z ru sfcnoN m
:N51DE OF,OUTSIDE A15 REQUIRED, -th�xkwe-a—crqu
7�a��0=9" PRODUCT:
01w
cLo5E rombW 7A
5UPERNOVA
0-
EXTRUDED ALUMINUM
ACCORDION 511UTTM
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
rano 7 OR 7A 7 OR 7A ENGCO INC.
7 13R 7A 7 k 5595 ORANGE M 201
DAVIE, FL. 33314
Tel,(954)555-0304
1/4-20X3/4'THLNO SCREW ENGCO@AOL.COM
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SID£
VE
1,PULL PIN
DRI 13SITE IN
LL AND TAP.DPPIl 1/4XI 1/2 PULL PIN
6j t DE P/, N.
BLADE TO RECEIVC SCREW INSIDE OR OUTSIDE
(19) PUSH BOTTOM LOCK' GEN"'
LOCATED ON ACCORDION,
INTERIOR OR EX,TERIOR SIDE No.,52609 0
ALTERNATE SECTION M 11
7-5ECTION M
LOCK BLADE VATIi STA IF
5ECTION' STARTER BLADE 5ECT[ON
OFE4 '-POSITION
/0
ANCHORS TYPE
-A B C OR D JUL a 0 2015
f-7 13R 7A SPACED AT 24.00 frqncer Seal
Pedro De fiquetredo-FE 52609
Au7 OR 7A IA-\ -mDw- MIAMI DADS APPROVAL:
PIRODUCTFEVISED
0 tDoVyIng with tho Florida
WXD fluadEnsOode
7 13R 7A Apapt"ce No $2 13.03
V Expirrillon Dale 00?If* 019
BY
IH PUSH BUTTON LOCK
LOCATED 12N ACCORDION 7 OR 7A
INTERIOR OR EXTERIOR SIDE/
DATE:04/07/2015
SCALE:NA
IB DESIGN BY.PFMF
5HEET DRAWING#
9 OF 13 1 15-146
J -
QX—Y-P—LCAL 6 LAD E-M�5 E M 13LY MANUFACTURE?-
MATFR1AL5-"—,,' JUST SHUTTER IT INC
13 :L
I ITEM IDESCRIPTION 1341 SIM S.MACEDO BLVD
12 13A MATERIAL MANUfj CTURfR PORT ST.LUCIf
1 GOG3-TG ALUMINUM NA5A. FLORIDA 349a3
19 IA 1 5TAFMR BI AM GOGS-TG ALUMINUM N.A.5.A.
16
ZPTI I IS I COMPOSITE BLADE 60G3-T6/LEXAN Tel.:(772)201-9919
20 C FLOATING STACK BLADE GOG3-TG ALUMINUM Fax:(772)673-05W
,Qm ALUMINUM WWW.JU5T5MUTTEPrr.COM
16 CEILING TRACK GOGR-TG N.A.5.A.
of
3 1'/1/2'WALL MOUNT TRACK GOG3-T6 ALUMINUM N.A.S.A.
14 --�A— 2-WALL MOUNT TRACK-- GOG3-T6 ALUMINUM m.k�.—A
_4 'A'TRACK GOG3-T6 ALUMINUM N.A.5.A. 1
5 RECf55fQ TRACK r.OG3-TG ALUMINUM N.A.5.A. PRODUCT;
6 ADJL15TAM FEMALE TRACK 6063 T6 ALUMINUM NASA
ADJUSTABLE MALE TRACK GOG3-T6 ALUMINUM --N.A.S.A.
7 UNIMATE LOCK BLADE WJO UP GOG3-T6 ALUMINUM N.A.5.A. SUPERNOVA
tE t- 0.14 7A umimATE Locr BLADE wi LF N.A.S.A. WRUMD ALUMINUM
8 HO FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER
LID MALE LOCK BLADE
13-N 1 OX31 HH COG36063-76—ALUMINUM N.A.5.A. LARGE 4 SMALL
BLADE SCREW —85 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
410 STAINLESS STEEL 9 I'LAtll'�= 6063-T6 ALUMINUM N.k5.A.
9A 2-'AM, 6063-T6 ALUMINUM N.A.5.A.
10 1/4-2X ANGLE 60G3-TG ALUMINUM N,A.5.A.
I I 1/8-2X ANGLE GOG3-T6 ALUMINUM N.A.5.A. ENGINEERING:
.19 12 WHEEL CARRIER PLATED'5TEW NYLON -W.AZ—X
SILL 0 13 111 OX3'HM BLADE SCREW 410 STAINLESS STEEL N.A.5.A. FNGCO INC.
13A #I OXX HH BLADE SCREW IQ—STAINLESS STEEL N.A.5.A. 5595 ORANGE DR.201
14 0.44'DIAM.FLAT WASHER STAINLESS STEEL N.A.5.A. DAVIE, PL. 33314
OAG'0 x 0.93'BUSHING NYLON N.A.S.A- Tel,(954)505-0304
6 %4r*0�70.65"WHEEL BUSHING NYLON N.A.5.A. ENGCOQAOL.COM
19
14
l4iL
'5 20 112'x 3/ffl W"EEL SPACER
NYLON N.A.5.A.
np, k 21 IX?-5.I)(4,I.5*ANGLf5 i 6063 TS ALUMINUM NASA.
IDIAL a 14 22- Ell:
N.A.5.A. x
13 13A %
22A,- STD MALE I E tj
13A-#IOX2,hh N.A.5.A.
BLADE SCREW 225 57D LOCK KEEPER 606376 ALUMINUM N.A.SA
410 STAINLESS STEEL y
No,52609
0.500
4PaL 4fO LSAT E F
0.4fo 0.390
1
- 0.390 0,44 0.03
cs ES
0.310 ci 1 JUL 3 0 2015
14-0.03'X 0.44*0
coi c; STAINLESS STEEL
rAgmeer Seal
C3 cs DT FLAT WAS= ANCFiOR
-Ej,�3ff ULE Pedro De rijuemdo-PE 52609
IG-4GIOX.65� 15-400X.93'
m so NYLON WHEEL BUSHING NYLON BUSHING rT?E DESCRIPTION EMB E.D. MIAMI DADS APPROVAL:
20-1/2.0 X 0.3G, -A— 1/4'ITW TAPCON INTO 3000 PSI CONCRETE 1.75 4-3,0-, PROD1UCrREVfMD
I
NYLON WHEEL 1/4'ELCO ULTRAGON INTO 2700 PSI CONCRETE 1.75 2.5 v mmpiyfna with tho FlMds
SPACER SAL 114'rrWTAPCQN INTO CONCRETE BLOCK 1,25 1-3;0
114'VLCO ULTRACON INTO CONCRETE BLOCK to=
1.25 2.5 .0/r,
.I)U.M
5 114-20X1 ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0 q
-20XI ALL POINTS 50LIO-SET INTO CONCRETE BL 0& 6C
51 114 --75 310 1 ,
5 ctml
12-WHEEL CARRIER C WOOD LAG SCREW INTO G=_55 WOOD 1.50 1 C,Ctr"'
STAMPED 55 WITH 6 1 i/4'-14 SELF DRILLING SCREW5 1 0 I&STEft OR ALUMINUM --- 175
NYLON MEMB E 1/4'r-RFTf!-n-fX 554 INTO 3owIFTS-1
0 E 1 114'CFZIT-f1tX 554 INTO CONCRETE BLOCK{2000 PSI) 1.25 3.0
DATE:04/0712015
NOTeS, ED,CDM DISTRWC 5HA1.BE Der0tip WA.LLDRJ55114r, SCALE:NA
10 EM011ADW)AVIF StIAIL Be W=10 WALL DPj:9&Ur, DESIGN BY:PPMF
00 114*TAFCON.r/4'CW&MD�A 14 WOW SCAW5 Ckj Be L*ro ita MUJ=or 11C LA(;5CRDVS
ci
1.
--ji
SHEET DRAWING#:
I I OF 13 15-146
r—TYP C L-13CA-15 MANUFACTURER:
BILL'OF MATERIALS_ '
JUST SHUTTER IT INC
ITEM DESCRIPTION MATERIAL MANUP4 1341 5W 5.MAC BLVD
12 13A I 134ADE 60 3- ALUMINUM NAS A PORT ST.LUCIE
16 IA STARTER BLADE
O'NtttY:)p k FLORIDA 34983
0.19 N.A.5.A.
!B COMPOSITE BLADE 5 TeA.:(772)201-9919
GOGB-TG I LEM N�.A.5.k
20 1 C FLOATING STACK BLADE GOG5-TG ALUMINUM MN.A.5.A. fox.(772)673-05W
2 WYAV.JU5T5HUTTEptT.Com
16 6063-TG ALUMINUM N.A-5.A.
N.A.5.A.
A
.'S A
I*/112•WALL MOUNT TRACK GOG3-TG ALUMINUM N.A.5.A.
14 1 3A 2*WALL MOUNT TRACK GOG346,ALUMINUM N.A5.A.
-4 'K TRACK 6063-TG ALUMINUM N.A.5.A.
-5 RECESSED TRACK G093-TG ALUMtNUM N.XS.A- I PRODUCT:
-6 ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM N.A.5.A.
GA ADJUST MALE TRACK 6063-TG ALUMINUM N.&5.A,
HEADER I- 7 UNIMATE LOCK BLADE V40 U? GOG3-TG ALUMINUM N.A.5,A. 5UPERNOVA V(TRUDED ALUMINUM
0.14 7A UNIMATE K BLADE W/LP -6QG34PL
6—ALUMINUM N. 5.A.
ACCORDION SHUTTER
a HO MW=LOCK BLADE GOG346 ALUMINUM N,A.5.A.
13-#I OX31 HH8A HD MALE LOCK BLADE GOG3.TG ALUMINUM N.A.5.A. LARGE 4 SMALL
BLADE SCREW 55 HD ADAPTOR RULER 6063-Tr ALUMINUM N.A.5.k IMPACTED RATED
410 STAINLESS STEEL 9 JwBicLC15URf GOGS-TG ALU —N.A.5.A.
9A JAMB CLOSURE GOG3-TG ALUMINUM N.A.5.A.
10 114-2)(ANGLE 6063 TG ALummum N.A.5.A.
[I 118-2X ANGLE URE 6063-T6 ALUMINUM N.A.5.A. ENGINEERING:
9A 2'JAMB CLOSURE
ANGLE
-2X
�—L ER
'- I/
.19 12 PLATED STEEL;W&cw N,A-5.k
#'-'.H,BLADE SC, ENGCO INC. CABs 16
F-ILL 13 #1 10%3•HH 15LADE SCREW 410 STAINLESS STEEL N.&S.k
H
'C.
43A —FW` 410 5TAINLF55 STEEL WA.5,& 5595 ORANGE DR.201
.In 14 0.44°DIAM.FLAT WASHER STAINLESS STEEL N.A.5.A, DAVIE, FL. 33314
OAG'0 x 0.93
BUSHING NYLON A. Tel.;(954)585-0304
16 5�
0.46'0.0.5 WHEEL BUSHING NYLON N,AS.A tNGCO@AOL.COM
14 1 14 19 PUS"UTTOM LOCK
15 20 1/2'A 3/8'WHEEL SPACER NYLON N.& -A,�
WA —N.A.5LA. A
MIT--/. 21 IJIG`-IX2,IX?-5,IX4,1.5*ANGLE5 GOG3-T5 ALUMINUM
13-/ aid 22� ALUMINUM--- -T-N.A.5A-.---1
1-3.A 13A.81 OX2'HH 22A,- 5TD MALE LOCK BLADE GOG3-TG ALUMINUM N.A-5.A.
22D STI)LOCK FxffER G063-TG ALUMINUM
BLADE SCREW * I
410 STAINLE55 STEEL
a4 0
0.4 FA d
0 M 390 Q 44 0.03 0 STA 0
0.390 Olt 110
-H
-4-
is
/ONAL 0
w
d C5 cs dim
0.310 -F JUL 3 0 2015
14-0.03-X 0.44-0
STAINLESS STEEL ragamer Seal
6 1 0 Pedro Da rigwredo-PE 52GO9
C3 9� PIAT WASHER A iN C (D KS G ff UO ii
IG-AGIOX.651 IS-4G'0 X.931
0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION M MIAMI DAVE APPROVAL:
1/4'17W TAPOCIN INTO 3000 PSI CONCRETE
20-1/2*0 x 0.36, A-11771— j PROmanvisaD
MON WHEEL 1/4'ELCO ULTRAcON INTO 2700 PSL CONCRETE 1.75 E!2.�:5 w amPlying vvith tho Florida
SPACER -A L'�I 1/4'ITWTAPODN INTO CONCRETE EIL= 1.25 L,3.0 sundinscod.
114ELCO ULTRACON INTO CONCRETE EILOCK, 1.25 2.5 AocQpIvttccN*15;-o151 .07
1 4
El0.13757FJ* AIRIIAILZ-01
1
14-20XI ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE _ 3.0
L1i=DAtQ 1 q
51 114-20X I ALL POINTS 5OUD-BET two coNcft7ZY5
E BLOCK .8— 30
0,017
Q 114-WOO ca
12-WHEEL CARRIER 0 LAG SCREW,INTO G=,,5,5 D 1.50 1.0 too aml
STAMPED 55 WITH !!4'-!4 55f DRILLING 5C To 1/8P STEEL OR ALUMINUM 0!575
0. NYLON WHEELS WONT=ILS-1 CONCRETE 1.75
El 114°CRETE-FLEX 554 INTO coNcRm 13LOCK(2000 P54) 1.25 310 DATE:04/07/2015
NCYMS: FD:Wa DISTANCE SK4LL BE 13MN9 WA.LL DRESNNG SCALE:NA
ko EMMOADWAAWT 5tvU DE WIVID WALL DR05WIG DESIGN DY.-PPMF
OD FXTAFCON.IX CF=-r=014 WOOD SCRE%AG CAN at USED W WOct Or Itw LAG 5CREV;G
I--H1.24---I SHEET DRAWING#:
I I OF 13 15-14G
5HUTTER COMPONENT5 " MANUPACTURM'
4.56 • 3.92
JUST SHUTTER IT mc
-4.54 A44.OB -3.23 0.46
4.08 61 2.05 134I ST. 5.MACE00 BLVD
1.24 1.99 PORT ST.LUCIE
o S .I D,97 g o FLORIDA 34983
ecu G d I o d o Tel.:(772)201-9919
ax:(772)673-0588
c Ooh 1.23 IEt-COMP053.21ITE a 1.48 d ul o PWWW.UST5HUTTERfT.COM
NJ- ALUMINUM/LEYAN BLADE 2.04
1-0.05°'ACCO?.pIDIJ'B.IADE ,... UOM ATE 7A-UWMATE W/UP
dT 1.45 T d R ROA 13-0717.01 NAPPP.OVED 7•UNIMATE W/O_IP LOCKING BLADES 0�41
AS PRODUCT:
�- XL102UV LIDCK1NG8lADE<i
(A-BTARTE BERBERE2.31 5UPERNOVA
4.61 �1.83� 1.77 0.SL 51 w of m le °' , ,
EXTRUDED ALUMINUM
4.08 h% MK
D-L f.56 d o ACCORDION
ALL
@� m IMPACTED RATED
0.86 _
yy In
o �� m , j w - 8B-ADAPTOR PIER
o _� a o• o opo c USE VM 8 AND BA
@a IC-0.05•FLOATING STACK BLADE 0.W 0.61 (am$ y N N I.99 N ENGINEERING:
2-(NSET TRACK W/RG OPTIONAL d 3.00 ENGCO INC. ueII6
HEADER/BILL MOUNT 0,64 5595 ORANGE DR.201
0.(3 Do 8A-MALE HD 0.00 460 DAVIE. PL. 33314
2.1-INSET TRACK W/O RG Tel.:(954)585-0304
LOCKING BLADE
ALT[RMAr[CALK � -' HPADFR/SILL MOUNT 8-FEMALE HD - .. - .. Ia1GCOQAOLCOM
A AE[EPI T LOCKING BLADE T ur rrr
� AHM.IGBLE r0 3.83 - ,1, � rNno • r•,..
_I
0.10 3A XID 3A.i 1 5-hCE55I!O TRACK
n Ty, n SILL MOUNT ONLY ♦%,'r"
7 �, E
ea z60 r.at ♦?♦♦r �v�. �NBF ' $
0.10 -� I
406 0.i7NO. 2609
2.03d86243 0. d S STA d 0.07 0 0.61 OPTIONl1L w ^. .g d 9B-HD JAMB CLOSURE 20 Z��S�/ 0 R`���u,,a�,♦♦
-1 3A-2'BUILD-OUT TRACK cl d •--r- Io
1
C,
0.86 �' HPADEK/BILL MOUNT 0. d Nhronon
1.0 ----_ 3a I-z•Bo TRACK wio 22B•LOCK KEEPER INSERT - 2.70--•-I LUL 8 0 2015
�_9-I'JAbLB.CL�UP.E _�
.SM --10.61 ---- RAIN GUARD(RG) 22-FEMALE STD 22M MALE STD c
0.07 EG LOCKING BLADE LOCKING MADE. � up Cngeecr 5r�1
3,l'!/ BIRLT_-OUT_TRACK.;. OPTIONAL p Pedro De r.3=,redo-PE 52609
HPADPR/SILL MOUNT 3.70
MIAMI DADS APPROVAL:
_ 0•,L 25
0.25 I 9A-2'JAMtf CLOSURE
g-1=`IUASBOTRACKWA7 ...JL- IPROtriICTROV13Ei)
RAIN GUARD(RG) 26 -1.91
.07 0.09 I I as romplyiay with the Florida
0.61 L 9 t 00.JO6 Bu8du8 Lbdo
I _I� FxO l nDu a'� X3.03
o � � M a z� � lon Udo /9
0.06
m d +I Ea s 21-1/16'THtCK ANGLES B
0.61 ^ d o O o o 60G3-T5 ALUMINUM ALLOY
MA- 6ciCorthe
a 10.03 .. N tri to Its _ 51I7�CLOSURE USE ONLY
m
c 0.07 2.23-• 0.07 2. 3.�-�O,
75 N DATE:04/0712015
T GA ADJUSTABLE MALE I SCALE:NA
0.95 --1.l3 1.29 6-ADJUSTABLE FEMALE tIPADPJry SILL MOUNT I_ 2.O��Jf 2.0 I L DESIGN BY:PPMP
3.37 t1fADER/BILL MOUNT III- I��"111
��•:�-,4;•A•.7RACK-=--- ,'..T 1 SHIFT .DRAWING N:
L5ILLMOUN70NLY I I.1!B THICK ANGLES 10-I/A'THICKANGIPS l' DR 1.5'-, 12 0P 13 15-14G
60G3-TG ALUMINUM ALLOY 6063 TG AWMINUM ALLOY
MANUFACTURER:
SECTION x JUST SHUTTER IT 1Nc
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD
BEMEN WOODTRIWE5 PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WwW.jU5T5hUTTERIT.COM
0.63 0.62
i.25-1-1.25--}-1.25
I I cuPRODUCT:
(4 PER RAFTER) N
1/4'X 2 1/4 FH TAPCONS SUPERNOVA
NITH 2' MINIMUM I/4%(5'6063 T6 ALUMINUM PLATE
PENETRATION INTO HOOD ACCODaRURDION
SHUMUM
TTER ACCORDION SMATTER
LARGE 4 SMALL
"
-5.00----I
IMPACTED RATED
I Ln
m 1/4'X5' OR 1/9-X5' 6063-T6 0� ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO 0
RAFTERS AT MAXIMUM 24' OC o ENGCO INC. CAa�l6
.. ALTERNATE7ALUMINUMANGLE
SEE TABLE BELOW FOR SHUTTERni
_ •%G SPAN & PRESSURE I/4'X2'X5°6063-T6 5AVI ORANGE 3 14
DAVIC, FL. 93314
Of 1/4'-14X 2' SELF DRILLING SCREWS -,_ . ..- _, .._. Tel.:(954) 04
a z SEE SHEET 5 MOUNT TYPED ENGCO[�AOLCOLCOM
as ANCHOR TYPE"D FOR ANCHOR SPACING �p..••••��••••,,�� .
E
I .1/113 ,�d` �•,
L .4�4�•�\ Elva"",Z i
E6o
5.00- 4 No. 2609tn
cu
STA OF
6T I/8%(5'6063-T6 ALUMINUM PATE ? '�� 'C[O fl gyp✓���P�,,
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 •�'ss/ONAL �6.
FOR 5ECOONXIMTN 1/4'ALUMINUMRATE FORSECRONXWITH IN ALUMINUM RATE "" •.....•6"`
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED �I�-�5.00�
SPAN PRESSURE 5 SPAN FRE55URE(PSF a I JUL 20`15
IN BLADE I BLADE 113 (IN) BLADE I BLADE 113 T- Engineer Seal
60 t159 3159 60 399 ±99 0 1 Pedro De Piguared°-PE 52609
72 t 132 3132 72 ±82 382 ALTERNATE PLATE 00
84 t 113 ±113 84 371 ±7 I I/8 X2 X5°6063-T6 ALUMINUM ANGLE 1 MIAMI DADE APPROVAL:
90 3106 ±106 90 366 t66
108 t 88 ± 88 108 ±55 +55 PRODUCTR6VBBn
12G ± 68 ± 68 126 347 t47 DwIdM Cascomplyode lh the Florida
132 t 62 ± 6I 132 ±45 345 AAoepp".1A'o - 5!3,03
144 t48,-52 +45,-47 144 ±41 ±41 �D°o
162 1+30.-40 t28,-33 162 330 +28,-30
p
Minn DrOo��dut Cuntro�
NOTE: I- UNCAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
5110ET DRAWING#:
13 OF 13 15-146