HomeMy WebLinkAboutNotice of Acceptance MIAMl•DADE MIAMI DADS 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
NOTICE OF ACCEPTANCE OA www.miamidade.eov/economx
Just Shutter It,Inc.
1.341 SW S.Maeedo 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.
15-0513.03
MAMMADF CO �1( NOA No.08/1V2019
At� Expiration Date:08lI4/2019
Approval Date:08/27/2015
08 f Z 7/'-05- Page l
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 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.SA.'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.Malar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27f2015
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to NASA. 's generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
Hd&y A.Makar,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
MANUFACTURER;
:5-` Iv� FT
RN 0V
A
JUST SHUTTER IT INc
1541 5W 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT sr.LUGS
FLORIDA 34983
TelLARGE M 1551 LE I M PACT RE515TANT Fax:(7 2) 73-0501 8
Fax:(772)673-0588
WWW.J UST5[iUTTfRr.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND
fRECTfO TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVLIZ)OF THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V15IDLE LOCATION STATING ENGINEERING:
-MEPOLLOWING: ENGCO INC. cnoilc
'JUST SHUTTERITINC-PORT ST.LUCIE-FLORIDA TABLE OF CONTENT5:
5595 ORANGE
FL6e33R.?4I
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" ..._ ..... . -- -- -- --- -- '--"' ENGCOQAOL.COM '-
DESCRIPTION
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS ��p�"��������"
PROFESSIONAL ARCHITECT OR ENG114EEP FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED +p M DE FIG
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BEE t'/��•••
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1, 1 A AND GLASS
USED. +++ "
SEPARATION TABLE 2 �I SF y
5-MATERIAL:ALL EXTRUDED ALUMINUM 511APE5 SHALL BE MADE OF G063-T6 OR AS NOTED. 3 TYPICAL SECTIONS A.B 1,B2,133,B4 WITH ANCHORAGE TABLES NQ• 5 609 1 e
6-FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT SET OF 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLESSTATI F +
DRAWINGS.INSTALLATION AND LOADS AS PEKTH15 APPROVAL. :gyp%�
%
5 TYPICAL SECTIONS D. GH WITH ANCHORAGE TABLES %tC
E G „N�LOR
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD '•.,SS's
TO VERIFY THE FOLLOWING
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 13 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLE5 "•J�.nau�0 2
ANCHORAGE. JUL 3 Q 2015
7.2-THE SITE SPEGFIC PROJECT CRITERIA,5UGH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SfCT10N5'J°
REQUIREMENTS,DESIGNED PRESSURES ETC. Engineer Seat
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 PfIvIALE SECTIONS'L" Pedro De Rgeenedo-PE 52609
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHOR5 9 LOCK UNIMATE 5ECTION5'M' MIAMI DA0Z APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTIONS'N•
PRODUCT REVISED
FOR WIND LOAD HAVE BEEN USED. as complying with MeFlorid:r
I I BILL OF MATERIALS,ANCHOR SCHEDULE t BLADE ASSEMBLY. A.-ngCudo
Acaplonca No 0513,03
fiwpi ionUale/OJ.RMA _Z0�r� i9
USER INSTRUCTIONS: 12 COMPONENTS Ay� �w � O �/�
13 SECTION'X°DETAILS M' U duct C'mr�uol
1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. '
2-CHECK BLADE SPAN ALLOWABLE DESIGN FRE55URE ON TABLE I OR TABLE IA. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE,
DESIGN BY:FPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING k: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED 111E REQUIRED DESIGN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
TABLE I TABLE I A INTERIOR I EXTERIOR 6j
1341 ST.5.MACEDO BLVD
PORT 5T.LUCIE
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE M 1 4 N I B BLADES
SHUTTER SPAN X PRE55UM SHUTTER SPAN X PRE55URE1 100°1 1 PLO.R(D772) 2013-9919
BLADE SPAN PRESSURE(P5� BLADE SPAN PRE55URE(P5F) / ALL ALUMINUM BLADES 1'ax:(772)673-0568
INCHE5 P NEG INCHES POS G ) t WWW.JU5T5HUTTERIT.COM
6 160 160 6 160 I O INTERIOR/EXTERIOR
GG 158 158 66 158 158
72 144 144 72 144 144 PRODUCT:
78 133 133 76 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 68 5UPERNOVA
90 116 1 1 G 90 1 16 L—IG— 1 1 1 COMBINATION
96 108 108 9G 108 1.08 ALUMINUM/LEXAN BLADES CCOD I ALUMINUM
100' ACCORDION SHUTTER
104 100 100 104 100 100 ccG BLADES CAN BE AWNCZD IN MANY LARGE t SMALL
108 93 m
108 93 93 1 B (B COMBIATIOUr AS REQUIRED IMPACTED RATED
114 83 114 83 83
120 75 120 75 75 INTERIOR/EXTERIOR
126 68 126 68 68
132 62 132 G l 61 ENGINEERING:
138 57 138 53 53 INTERIOR!EXTERIOR ENGCO INC. CABIIG
144 48 144 45 47
150 41 150 38 42 5595ORANGE3 14
162 30 162 28 33 1B IB SB� DEL:(9 ) 5-03 4
..... ALC LEXAN B _.. - ENGC @ L.COM ._ ....
Tel.:(954)
NOTES. LADES O AO
I-ACCORDIOI)SNIUfICRBNDESPANpHCHE9)FORAIICONDNION5 )B� LBJ
2-PRFSSUP.0-OF31Gf?MILD LOAD"P) ,'rrrrprrlrrrr„i�4,.
3-WIEW ll frMLAM011 15 AOCEPlADLE FOR DESIGN WAND LOADS NN BADE SPAN DEBVEEN INTERIOR/EXTERIOR
TADLILATEDHALUES. P`•„D� �V�,�
4-USE TABLE WklifX ONB OR MORE TYPE ID BLADE ISUSED
5-BLADE RVERSVD INSTALLATION 15 ALLAYED FOKAU.MOUNTED CONDNIONS
TABLE 2 No. 2609
MINIMUM SHUTTER SEPARATION FROM'GLAZING * *`
TYPICAL ELEVATION TYPICAL CK055 SECTION F ��,•��
A,B,C,D,E,GH X
-T� IF
GLAZING SEPARATION (INCHES)
1 'TOP TRACK ��s "•.,,,..,,.,•• G. �”
BLADE TYPE BLADE SPAN
L= <=GO° <=104°11 <-I G2'
JUL 3 U 2015
y ALUMINUM 2' 2 3/4" 3.125"
U ALL ELEVATIONS Engineer Seal
a V) GLASS
"; scvwanm� Pedro De PNguuredo-PE 52609
~ a �_ LEXAN 3° 3° 3"
0 0. -' L, M. N <=30 E(EVATION MIAMI DADE APPROVAL:
PRODUCT REVISE-D
U a a LEXAN 2 1/8' 3° 3" Is complying YdW the Florida
Q Q J ILc�w�
J >30' I.YanDN Acceding Code
Aooepanc.14tcJ4o 5_0613.03
ton IYAM D
NOTES:
FROM GL-211IGARGL9 SHALL BE 1,06URED FROM ��,/
Nil GWIIG SURFACE TO THE LINER MOST BLADE OR LOCK 5URPACE. DY rv�(�-�
2-UASS 5CPAPATION IS APPIICADLE PERTIR HVHZ MROWARD AND uAv DdDeI CD K.
= MIAMI-0ADE COUNHIS).
Cnf 3.WHCN SHUTTER 15 A55FIABLED MTH DON TYPES Of BLADES THE
7 LARGEST GLASS SEPARATION SHALL APPLY.
DATE:04107/2015
A,B,B1,B2,B3,84 BOTTOM TRACK SCALE:NA
C,D,E F G,i GH DESIGN BY:PPMF
SHUTTER WIDTH <SW)
NO LIMITATION
SHEET DRAWING Il:
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A,131,B2,83,134 _
AND ANCHOR 5CHEDULE — f I/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a z NIOX3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT J a AT 12' OC 1341 SW 5.MACEDO BLVD
BUILT-0,ON ANGIe SPACED AT 12'OC m 1^ PORT 5i.LUCIE
HEADER OR SILL_ 1 16 FLORIDA 34983
OP'fZONAL
SECTION B4 Tel.:(772)201-9919
2,2A 1i 1- rxao L II IV 6 Fax:(772)673-0588
L ADJUSTABLE TRACK
-�—�-- 2 ON REVERSE ANGIE 1N*M/.JU5T5NUTTEIJT.00M
ro � EMBED. W SILL OMLY
:> x y� tip;::'::>•dz:.
t w m ! ANCHORS DESIGNED
rvoo }; E+J 6A q c"S AS PER SECT ION Bd PRODUCT:
e ANCHORS DESIGNED = 10 ;r W ON TABLE BELOW SUPERNOVA
pp AS PER SECTION A ti '
s W a ON TABLE BELOW EXTRUDED ALUMINUM
ACCORDION SHUTTER.
v 1/4-14XI"GRS'SDS OR
w o_ :�........_ '<,. LARGE 4 5MALL
V=Jw
x n Ac+re 1/4-20X3/4' PHMS W/NUT
w w SPACED AT 5'OC EMBED.— IMPACTED RATED
D SECTION B1 5
cxn 1/1B REVVERSESE TRACK
_ x; ENNGIIIN'E/ERING: INC.SILL ONLY I ENGCO INC. CABI tc
5595 ORANGE DR,201
ANCHORS DESIGNED 0 SECTION B3 DAME, FL. 3331 a
AS PER SECTION B1 W 0X3/4' TE_KS ADJUS'0 ON Tel.:(954)585.0304
11- �+c ON TABLE BCLOW m fll -
4 -- - -- rr• H """" F '¢ AT'12' OC STD AKGLE ENGCO(�AOL.COM
r a M Jw 51LL ONLY rulruir•
= 3-
1/4-14X1' GR5 OR O° ANCHORS DESIGNED '.�E...
11A-20X1/2' HHMS W/NUT i EMBEll,--� r 1 6 p? �' AS PER SECTION B3 °°°--QQQ�•'%C-H,q •�Z,•'
ON TABLE BELOW °°Q't7/° V `'•��'�
SPACED AT 12'OC2609
>t .O1 r
-� 6A \ STA
_I 10 -{ EMBED.---� g�Qi0,'v.F(OR pY;•���°°°•
M w ANCHORS DESIGNED
w ¢ 1/iB Y a� AS PER SECTION lit 1/4-14X1' GRS SDS OR ��'•ON�1 rrrr°°�°
x T5 F ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
Q! 1— 12P710JAI. W SPACED AT 5.00 JUL 3 0 2015
SealMAX. BLADE SPAN IN INCHES Engoaee
Pedro De Rguevedodo-
PE 52609
SEE ANCHOR SCHEDULE ON
4 l] 'h EMBED. MAXIMUM ANCHORAGE PRESSURE CENTER
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60
PRODUCT R8t'ISBD
1/A-14X1' GR5 SDS DR r 'A TRACK ON s E1 E El E El E1 E E) mcomPiyingu'ilhthe Flor7dc
1/4-20X1/2' HHMS W/NUT nu)IdingCbdo
SPACED AT 12'OC 5TDANGLE 14 40 31 62 38 93 461124160 160"e4 A
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 ceeptantc No 1 - S/3.o3
A,B1,B2 g 40 40 62 62 93 81 124 105 160 146 ton Date o �/9
83,84 6 40 40 62 62 93 93 124 124 160 160 �Y
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 MIumlDed uc Cmuro
SEE ANCHOR SCHEDULE ON
SHEET It FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE 55URE (P5 F) BASED ON 5 P A C I N G IN INCHES ON CENTER
_ DATE:04!07/2015
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA
A Al B BI C ID A Al B Hl 1662
A Al B Bl C D A Al B $1 C D A Al B Bl C D DESIGN BY:PFMF
14 40 -- 40 40 40 40 62 -- 62 49 90 22 93 60 92 60 116 29 124 77 118 77 1 0 40 160 108 160 107
SECTIONS 12 40 -- 4D 40 40 40 62 21 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1,B2 8 40 6 40 40 40 40 62 32 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
B3,B4 6 40 35 40 40 40 40 62 43 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING N:
4 40 40 40 40 40 40 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
MANUFACTURER-.
TYPICAL 5ECTION5 5 AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIF
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C Pax:(772)G73-0588
ON TABLE BELOW 4VWW.JU5T5HUTTERIT.COM
3,3A
PRODUCT:
�a
s a4� SUPERNOVA
w 1/1B �Q
r
EXTRUDED ALUMINUM
m crap I ACCORDION 511UTTER
11 ILLr' mpoiG+%c.. 16 '':r .:•"':• .LARGE 65MAU.
OPTIONAL IMPACTED RATED
ti --� ~A ANCHORS DESIGNED
AS PER SECTION B z I/IB
2,2A11 4 W ON TABLE BELOW = a SECTION C
yT u A W w WALL MOUNT WITH ENGINEERING:
�� ¢ HEADER OR SILL TRACK 3 OR 3A
ENGCO INC. CAal16
5El"TION B v=z w 1/SB 5595 ORANGE DR.201
BUILT-OUT ON ?; DAVIE, FL. 33314
REVER5E ANGLE L- >I EMBED. ,: ,., ,, Tel.:(954)585-0304
�..:
HEADER OR SILL .... _ _. � ._ �. _. _ ....... .. .� .... ..._.. - .. _.. --- ENGCOt�AOLCOM .._
cow
K }{ •••°•°•1 E°
fJ O
1/4-14X1' GRS SDS OR �' �••
1/4-20X1/2' HHMS W/NU7 N 3,3A ,•�c �•��CENg�,,4,}>
SPACED AT 12'OC n,
7�', AN No. 2609
HORS DESIGNEDPER SECTION C
TABLE BELOW �,p "'F[Olt D�r����•�,
�''ss�ONAL ��°°••
MAX. BLADE SPAN IN INCHES """jjjjjjp1
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXI h9 UM ANCHORAGE PRE55URE (P5F) BA5ED ON SPACING IN INCHES ON CENTER Jj)L,�UZO15
ANCHORAGE SPACING 162 132 108 8460 Engineer Seal
A AL B Bl C D A Al B BI C D A Al B Bl C D A Al B Bl C D A Al II BI C D Pedro De Pigueredo-PE 52609
4 40 40 4 4 40 62 1 62 49 62 r62
8 22 8 0 81 60 104 29 110 77 104 77 145 40 15S 1 8 146 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 B7 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL:
B&C 8 40 26 40 40 40 40 62 32 62 62 62 93 39 93 87 93 86 124 51 124 111 124 111 160 71 160 156 160 155 PItODUCT1tEVISGD
6 40 35 40 40 40 40 62 43 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 ]60 160 oownpiying.cilh tiro rlorian
4 46 40 40 40 40 40 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 Buitdiag Codd
Accept on Dal U7.Os3.03
B:�i tionL"no 0�6
MAX. BLADE SPAN IN INCHES By� /
SEE ANCHOR SCHEDULE ON MimnlDsd uctCnnnol-
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5U
BASED DR SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 84 1 60 DATE:04/07/2015
s E I Ell E E1 I E IEI E E1 E E1 5CALE:NA
14 40 31 62 38 87 46 1l2 60157 84 DESIGN BY:PPMI'
SECTIONS 12 40 36 62 44 93 54 121 70 160 98
B&C 8 40 40 62 621 93 77 124.99 11601138
6 40 40 62 621 93 8R 124 113 11601 158
4 40 40 62 621 93 64 124 108 160 151 SHEET DRAWING N:
4 O 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E N GH ANCHORS DESIGNED JUST SHUTTER IT INc
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
(ED) EDGE w (ED) EDGE FLORIDA 34983
DISTANCE w DISTANCE Tel.:(772)201-9919
E0. EQ Fax:(772)673.0588
6A �VW&.JU5TSHOTTERIT.COM
:.•:. '.r,.q::=N Il/LEG
TRIMMED
N
2.2A N 10X3/4' TEKS vi LEG PRODUCT:
_ AT 12' oC TRIMMED
SECTION D
`'goo INSET MOUNT W/ (ED) EDGE 2 SUPERNOVA
TRACK 2 OR 2A DI STANCE EXTRUDED ALUMINUM
w HEADER OR 511.1. ACCORDION SHUTTER
1- a zr9 LARGE 4 5MALL
e- a Q SECTION E W I IMPACTED RATED
1/1 B ANGLE INSEE MOUw ra7oan
-� ttFADEROR5ILLNT i 1/4-14X 3/4' TEKS
01 SPACED AT 12'OC
W ENGINEERING:
HQ e- Wz
Q ENGCO INC. CAdl16
x 1 � ¢ SECTION GH
H aa r^ ADJUSTAl9LE MOUNT 5595 ORANGE OF.201
ANCHORS DESIGNED HEADER/SILL DAVIE, FL. 33314
ro AS PER SECTION E Tel.:(95.1)585.0304
_...... __.. ON TABLE BELOW __. ENGCOOpAOL.COM
_
3,3A 1/4-14X1' ORS SDS OR ,'e'`�epuu•w••.•..,.
1/4-20X1/2' HHMS W/NUT.
_ SPACED AT 12'11C � E001,'
�\ '
F `"°° �11 ;4a No.' 2G0911iv
d 5
as w liz E4
1/1B �'t ST OFry
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MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON 3 0 2015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BA5ED ON 5PACING IN INCl1E5 ON CENTER
Engmeer
ANCHORAGE SPACING
162 132 108 84 60 1621132 108 84 60 Pedro De Figuercedo-
PE 52609
A B C D I A B IC D I A I B IC ID A B C D A B C D s E E E E E
16 22 27 - 27 3 - 20 1 34 1 40 2J(ff8
24 43 52 25 31 60 72 36 43 11 28 34 41 53 74 MIAMI DADE APPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 2 _58-6_9 34 41 61 97 48 57 U 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 80 86 103 51 61 121 145 71 86 8 40 62 83 106 149 pRODUCTRBVISID
62 62 43 52 90 93 5 115 124 68 82 160 160 95 115 6 40 62 93 124 160 m complyingwilh tho Florida
4 40 40 40 40 62 62 62 62 93 93 - 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BuildingCadc
I 1 22 22 26 27 32 2D -- 5 41 26 24 49 S8 36 34 11 221 271 33 1 43 15601 'rt°"COl a 5--05 •03
9 22 26 27 32 20 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 52 73 6e plre Tan Dntc a �(�
SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 BD 9 47 8 30 37 1 46 59182 DY
6 34 3 24 23 41 148 130 28 50 1 59 136 35 1 65 176 147 44 91 106 65 62 6 40 50 61 78 10 M1emID duct control
4 40 40 36 35 62 162 145 42 76 89 55 52 1 97 Ill4 70 67 136 160 98 193 4 401 521 64 1 82 115
12 -- __ __ __ -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 DATE.04/07/2015
9 20 1 24 1- 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 SCALE:MA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 1 33 3D 61 72 46 92 B 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 B2 96 61 '56 6 37 45 55 71 9
4 40 40 34 31 56 62 42 38 68 80 51 47 88 1031E- 60 123 144191 84 4 38 47 57 74 103
5HEET DRAWING N:
5 OF 13 15-14G
MANUFACTURER.-
TYPICAL
ANUFACTURER:TYPICAL 5ECTION5 G, F AND I
AND ANCHOR 5CHEDULE -' JUST SHUTTER IT INC
x
1/1B 13415W 5.MACEDODLVD
w PORT ST.LUCIE
w� FLORIDA 34983
0 1/1 B w ¢a RECE55EDOMOUNT Tel.:(772)201-9919
v� Fax:(772)673 0588
r A
SILL ONLY WWWJU5T5HUTTEPJT.COM
= c 010X3/4' TEKS =
w AT 12' oc y
crap
oroo 7. •.,.;.�-.:.°•:.,_,.. 1 PRODUCT:
Iw-- SECTION G -_ ANCHORS TYPE
ADJUSTABLE MOUNT A, B. COR D
h
SILL ONLY EDGECLEARANCE(EC) SPACED AT 46.OC SUPERNOVA
1 INTO CONCRETE-4"(3000 P51 CONCRETE) �, EXTRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
INTO WOOD-2 I/2'(WOOD SG:O.55) -_(E0 EDGE
CLEARANCE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
INTO METAL:2'(60saic Plin.l.oRrsmtg5cs>Ear LARGE 4.SMALL
.r 1 it IMPACTED RATED
rrm
(ED EDGE_
�,�,_ ;:g _ ..,•� �t;ti- .; DISTANCE
STANDARD LOCATION 2 ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS ONE TABLE (ED) w ION G pN TABLE S PER EBELOW
CTION G1 ENGCO INC. :Aalld
(--- ED[f w _ - •. -.--- - - 5595I'L. DR 201
DISTNlCE � I l/iB DAVIE. FL. 33314
v Z SECTION F el.tG950Q 585-0304
..- - .... .._ .ALTERNATE (ED)--::;_I. .... .--. --' f. a"" - - .- ... ' TRACK INSLT MOUNT EN C AOL.COM
EDGE DISTANCE A"_�, W SILL ONLY P///j11re///�eeere.
DE F��G�,;,,•
w ANCHORS DESIGNED �f�R,gr��GEN,pv�
~ AS PER SECTION F ' ' : -, �` •L
ti Y I j ON TABLE BELOW No. 2609 °
4y 4Aj!? STA OF
W ,,,'//pleb//Irllil
(ED) EDGE f
L
JUL O 701
DISTANCE w
MAX. BLADE SPAN IN INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro De Rguetredo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRP55URE (P5F) BASED ON 5 P A C I M G IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 84 1 60 1621132 108 84 60 MIAMI DADE APPROVAL:
A B I C ID I A B IC ID I A B C D A B C D A B C D s E EE E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 %7170
16 -- 21 26 33 46 PRODUCTRF.VISE:D
12 - 22 -- - 23 27 -- - 28 33 20 20 36 43 25 25 51 60 12 23 28 34 44 62 a emptying wiIh Lha Florida
ding Code
SECTION G 8 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 8 34 42 51 66 92 Aco;plonwK
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 6 40 56 68 88 123 AeocplonmNo4 40 40 39 3962 62 48 48 85 93 59 59 109 124 76 75 153 160 4 40 59 72 93 130 Gxpi/elwnDaeee�(+
1 28 34 IS 21 35 42 2S 42 51 23 31 55 66 29 40 76 93 41 55 16 3S 43 53 95 Mmr pyd owConhrot
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
G1 ORF 8 40 40 30 40 62 62 37 50 BS 93 45 62 109 124 58 79 153 160 81 1 11 B ja
93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 93 24 160 DATE:04/07/2015
40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 93 124 160 SCALE:NA
DESIGN BY:PPMF
SHEET DRAWING#;
G OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL
JAMB AND CORNER SECTIONS J JUST SHUTTER IT INC
OPTIONAL
SEALANT 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
MIR (35 ANCHORS FLORIDA 349a5
ANCHORAGE M WALL SECTION J TYPE A, B C DR D Tat.:(772)201-9919
IS NOT NECESSARYA JAMB CL05URE 4- FRbMS ENDS SECTION J I fix:(772)G73-0568
WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE WWW.JU15T5HUTTI!RfT.CQM
lN5ET MOUNT
(x2) #IOXI SDS IA
9,9A TOP AND BDTT014 PRODUCT:
TRACKS
IA
5UPERNOVA
EXTRUDED AWIA14UM
ACCORDION SKUTTEK
> LARGE 4 5MALL
IMPACTED RATED
�jl A9'9
Z
—z—
NNI
� ENGINEERING:TOP BOTTOM TRACKS FNGCO INC.
caallc
5595 0Rk4GE DR,201
DAVIE. PL, 33314
Tel.:(554)565-0304
'tNGCO@AOL.COM
E
ANCHORS TYPE
A, R, C ORD
SPACED AT 24'OC
52609a
(ED)
EDGEST 0
DISTANCE
SECTION J2
"10" JAMB 'L05U?
BUILT-OUT MOUNT lot
21 OR 11 JUL 30 2015
010X3/4' SS SMS OR
IA 3/16POP RIVETS Lngmcer'Beal
SPACED AT 24'0C SECTION 13
Pedro ve rigveredto-pt 52G09
CORNERCL05um MIAMI DAVE APPROVAL:
PRODUCTIIIEWISED
0 complying with tho rforlda
VWMin8CDdc
Rx"lom Date olg
rm
cuHy
Mlam ctc.h.
DATE:04/0712015
SCALE:NA
7 OR 7A Dr:5(GN BY.PPMr
(193 PUSH BOTTOM LOCK
ID IB LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING :
7 OF 13
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK SECTIONS L
1341 5W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
I WWW.JUSTSHUTTEP.IT.COM
NOTE:5HUTTER CAN BE LOCKED FROM r
INSIDE OR OUTSIDE BY PLACING LOCK z N � SECTION L
INSIDE OR OUTSIDE AS REQUIRED. a LOCK BLADE 5ECTION
y w w CL05E FO5RION FRODUCT:
¢max w
SUPERNOVA
tr1`,w EXTRUDED ALUMINUM
ACCORDION 5HUT(ER
L , LARGE a 5MALL
IMPACTED RATED
ENGINEERING-
N� ENGCO INC. CA9�I6
1 5595 ORANGE DK 201
1 3B DAVIE. FL. 33314
1H
Tel.:(954)585-0304
.. Bp .._ .... ENGCOOa AOL:COM ...
6B [[r pprrrrrar r•
A
DE P1,
QO "............. z
COMMERCIAL MORTISE LOCK W/J a�r•'� ;
EXTERIOR KEY OR THUMB TURN g` NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE.
INSTALLED ON SHAPE 8 A, B, CDR D
SPACED AT 24'OC STA OF
ALTERNATE SECTION LI •O' c �4�`
LOCK BLADE WITH
5ECTION L STARTER BLADE SECTION I p %.••S� •��t[p`,
LOCK BLADE 5ECTION _ FNBfiDk�Nl ANAL t
OPEN P0511ION 110frr
r rrr [r0r[d
111L 3 0 2015
—2 2 L Engineer Seal
Pedro De Pigue:redo-PE 52609
ti
MIAMI DADS APPROVAL:
PRODUCTRLWISrD
m as ompIftwith the Florida
Dailding Code
peaplanee No 5„ .03
D
GA-/ B lNi Dadpytti utt nt[o
a 1JIH
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN 131':PPMF
AND INSIDE THUMB TURN
I COMMERCIAL MORTISE LOCK W/ t INSTALLED ON SHAPE 8
1D EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN SHEET DRAWING :
8 OF 13 15-146
INSTALLED ON SHAPE 8
MANUVACTUMP--
TYPICAL HORIZONTAL
UNIMATE LOCK 5ECTION-9 M JUST SHUTTER IT iNc
LOCKING PINS APPLICABLE
ONLY AT OPEN POSITION 134 1 SW 5.MACEDO BLVD
TO SECURE STACK PORT 5T.War
LOCKING ING P'NS A
$
ONLY
OPEN P
CURE STACK
FLORIDA 34983
Tot.-(772)201-9919
7A Fax:(772)G73-0588
rtiWWW.JU5T5HUTTfRfT,COM
NOTE:5HUMTTEMR CAN BE LOCKED FROM
IN751DE OR OUT51DE BY PLACING LOCK
I[
INSIDE OR OUTSIDE A5 REQUIRED. cu 5ECTION M
LOCK BLADE 5ECTION PRODUCT:
CLOSE 1'051TION
7A 4 SUPERNOVA
EXTRUDED ALUMINUM
ti
ACCORDION SHUTTER
LARGE 6 5MALL
IMPACTED RATED
ENGINEERING:
7 OR 7A* 7 OR 7A FNGCO INC. rA,,,,,
7 OR 7A 5595 ORANGE DR.201
7 OR 71
7 OR 7A
DAVIE, FL. 33314
Tel.:(954)$85-0304
1/4-2OX3/4'THUMB SCREW UNGCO@AOL,COM
- SCREW
LOCATED ON ACCORDION
q IS
I
OR
INTERIOR OR EXTERIOR BE
P pp..Tr
'U,
GS 7 DRILL AND TAP OPPOSITE 1/4X1 I/2 PULL PIN
B ._T�_
3 BLADE TE RECEIVE SCREW-i INSIDE OR OUTSIDE
DE
19) PUSH BUTTON
LOCK'
LOCATED ON ACCORDION,
INTERIOR 13R EXTERIOR SIDE
0. 2609
ALTERNATE 5f!CTfON M I
LOCK BLADE WTH
LOCK 011)251!�CRONI STARTER BLADE SECTION
OPEN POSITION
ANCHORS TYPE
-A, B, C OR D
7 OR 7A SPACED AT 24'OC JUL 30 2015
rm'"ear Seal 1
7 OR 7A 1A
Pedro Da nquemcdo-PC 52G09
MIAMI DADE APPROVAL.
PRODUCT REVISED
at I with the IlDrida
U= 7 OR 7A ow a e
fjpN1 A
COOT ying
H& cod
Avoeptac Xojf!� p513.03
PKpI lo 1321098-4�019
"U"a
By
1B PUSH BUTTON LOCK Q I on ro
LOCATED ON ACCORDION 7 OR 7A
INTERIOR OR EXTERIOR SIRE
DATE:04/07/2015
DESIGN By.rpmr
5CAU!:NA
5HEff DRAWING Af.
9 OF 13 15-146
MANUFACTURER:
TYPICAL 1-I0RIZONTAL 5ECTION5 JUST SHUTTER IT[NO
STD LOCK 5ECTION5 N
1341 SW 5.NIACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JU5T5M UTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK SECTION N
M51DE OR OL)TSIDE AS REQUIRED. Z nt LOCK BLADE SECTION
y o w CLOSE POSITION PRODUCT:
�a
aH SUPERNOVA
EXTRUDED ALUMINUM
H y ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINMFJNIG:
ENGCO INC. cnellc
1 1 5595 ORANGE DR.201
1B 113 DAVIE. FL. 33314
22A Tel.:(954)585-0304
.. . .. ... - - ENGCO@AOL.COM
D F1 N,
N
'1 o. 2609 io
ANCHORS TYPE
A, B, C ORD
SPACED AT 24.00 S�Di
ALTERNATE SECTION N I %•'��s•. OR
5ECIO
LOCK BLADE tMTti �,�
STARTERBLADE5ECTION ••'�..•••�IUALr�
FLOCKWITIVS16c"RON )A ,p�`
OPEN POSITION BIBL01E I
JUL s o 2015
3A c^. 15 Engroeer Seal
Pedro De Pigoe:redo-PE 52609
MIAMI DADE APPROVAL:
a
PRO DUCi'liBV15ED
a m cOMPI MoAo d1A the Flodda
AocgMonee►.Ba 5.a5 3.03
.� g
22A 22 M Dad oc Control
1
n—/ 22B
22A� \ DATE:04107/2015
`-22 SCALE:NA
DESIGN BY:PPMF
1 1
1B 13 SHEET DRAWING#:
10 Of 13 15-14G
MANUPACTURER:
TYPICAL BLADE ASSEMBLY JUST SHUTTER IT mc
BILL OF MATERIALS
t4 -/
1341 5W 5.MAGE00 BLVD
ITEM DESCRIPTION MATERIAL MANUF CTU N.A.S.A
PORT ST.LUCIE
1213A I B e 6063-TG ALUMINUM A.5 FLORIDA 34983
16 0.19 IA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Tel.:(772)201-9919
I0 COMPOSITE BLADE 6063-T6/LDAN N.A.5.A. Fax:(772)673-0588
t�� IC FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.A. WWW.JU5TSHUTTERLT.COM
14 0 2 CEIUNG TRACK 6063-T6 ALUMINUM N.A.5.A.
1 N 3 I'/I/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.S.A.
3A 2'WALL MOUNT TRACK 6063-76 ALUMINUM N.A.5.A.
1 4 "A'TRACK 6063.76 ALUMINUM N.A.S.A.
5 RE SED TRACK 6063-T6 ALUMINUM N.A.S.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063TG ALUMINUM N.A.5.A.
ADJUSTABLE MALE CK 606 -T6 ALUMINUM N.A.5.A. SUPERNOVA
7 UNIMATE LOCK BLADE W/0 LP 6063-TG ALUMINUM N.A.S.A. EXTRUDED ALUMINUM
7A UNINATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
0.14 B HD FEMALE LOCK BADE 6063-T6 ALUMINUM N.A.S.A.
BA HD-MALE BLADE 6063-T6 ALUMINUM N.A.S.A. LARGE E SMALL
13-G I OX31 HH 88 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A.
IMPACTED RATED
BLADE SCREW 9 I'JAMB CLO5URE 6063-TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 2'JAMB CL05URE 6063 TG ALUMINUM N.A.S.A.
10 114-2X ANGLE 6063-T6 ALUMINUM 14 A.5.A. ENGINEERING:
II 1/&2X ANGLE GOG3-T6 ALUMINUM N.A.5.A.
12 WHEEL CARRIER PIATED5TEEU NYLON N.A.S.A. ENGCO INC. CA 8116
0.19 13 N 1 OX31 HLi BLADE SCREW 410 5TAINLE55 STEEL N.A.S.A.
13A R I0X2'HH BLADE SCREW 4 L O STAINLESS STEEL N.A.S.A. 5595 ORANGE DR 201
5111 o DAVIE, FL. 33314
o - 14 0.44'DIAM.FIAT WASHER STAINLESS STEEL N.A.5.A. ,
ai _ 15 0.46.0 x 0.93'BUSHING NYLON N.A.5.A. Tel.:(954)585.0304
16 0.46.0 x 0.65'WHEEL BUSHING NYLON N.A.5.A. ENGCOQAOL.COM
19 PUSH-BUTTOM LOCK
14 1 14 20 12'x 3V WHEEL SPACER NYLON N.A.S.A. �pl��'•�x�"••a�•
15 1B 16 ~' 21 t/16-1X2 IX2.5,1X4 1.5X3 ANGLES GOG3T5 ALUMINUM N.A.S.A. .4p�/,�, E
m'LINUL 0.!4 22• STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.h ���� Q�,,.•�••• 'GG�•••.•
13 13A 13A-m 1 O%2'HH 22A STD MALE LOCK BLADE 6063.76 ALUMINUM N.A.5.A. EN�q •tib
BLADE 5CRE1V. 22B STD LOCK KEEPER 6063-T6 ALUMINUM N.A.SA. •4
410 STAINLESS STEEL * / IVO: 60.9
■
01500 0.4 0 STATE OF �/
0,460 0.390 :�•�`�`•;�[O RIQ,P"'����/id
0.20 0.390 n 0.44 0.03 •1.s Q,,'��
M 1 P o p --I- a��
vI r N
6 s C5 � +I o I JUL 3 0 2015
01310 T o
1 14.0.03°X 0.•{4.0 Engineer Seal �
o Q `+' 1 (( "� N o o STAINLESS STEEL Pedro De Pigue,rcdo-PE 52609
ci o EL��rr o FIAT WASHER ANCHOR SCHEDULE
16-.46°0 X.65' 15-,46.0 X.93' TYPE DE5CRJPTION EMB E.D. MIAMI DAVE APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING
A I/A°ITW TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 MtODUCI'REiV15GD
20-112,0x 0.36° 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 as complying with the Florida
NYLON WHEEL AI 14'ITW TAPOON INTO CONCRETE BLOCK 1.25 3.0 BWldinacloda
SPACER AcceptanwNo 05l •03
1/4"ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 pcpt 1onDmoyp�q
B 1/4-20XI ALL POINTS 50LIDSET INTO 3.0 K51 CONCRETE 0.875 3.0
B I 14-20X I ALL POINTS 50LID-5EET INTO CONCRETE=BLOCK, O.J575 3,0 y
.&B
C I WOOD LAG SCREW INTO G=,55 WOOD 1.5 1. Mict Conwl
12-WHEEL CARRIER p 1/4'-14 SELF DRILLING SCREWS INTO 1/8"STEEL OR ALUMINUM -- 0.75
STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1,750
0�?
NYLON WHEELS E 1 114'CRETE-FLEX 554 INTO C014GRETE BLOCK(2000 P51) 1.25 :!3!0:::] DATE:04/07/2015
sNA
t107E5: ED:EDGE DISTANCE SHALL BE YOIID WALL 055',NG SCALE:B
EMB:IMBEDME1R 91W1 BE BEYOND WAIL DRL55:NG DESIGN BY:PPMF
1/4'TAPCON,IW CRM-PI."@ 14 WOOD 9CREAr,CAN BE USED R1 RPPIACE Or I/4'LAG SMWID
0)
Ci
I.1
24-15HEET DRAWING N:
1 1 OF 13 15-14G
5HUTTER COMPONENT5 MANUFACTURER:
4.56 3.92 JUST SHUTTER IT INC
4,54 4.00 3.23 0.46
oo 4,08 24 I.99 0.61 2.85 134 1 5W 5.MACEDO BLVD
0
PORT ST.1-UCIr
0.97 0 FLORIDA 34983
a- 0 00 0 g -� 0 0 o Tel.:(772)201-9919
Fax:(772)G73-0588
C3
3.2l L•49 o v; 0 WWW,JU5T5HUTTEPJT.COM
O. J-
16-COMPOSITE 2.04L-
I-
4
I-0.05"ACCORDION ALUMINUM/LEM BLADE
BLADE 1 0 7A-UNIMATE W/LP
LEXAN POLYCARBONATE APPROVED
01- f.45--T o AS PER MOA I3-0717.01 7-UNIMATE W/O LP LOCKING 81A0[S 0.41
XL 1021JV LOCKING BLADES PRODUCT:
I A.STARTER BLADE
0.51 2.31 �- SUPERNOVA
o ^ m m °' EXTRUDED ALUMINUM
4.61 h ��1.g3� �-1.77 .51 -1.56 -7 o D� a Iti ACCORDION SHUTTER
�+--4.D8 h o -r LARGE E SMALL
m m � IMPACTED RATED
m 85-ADAPTOR FILLER
o _�
MANUFACTURER:
5Ea10N X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.LUCK
FLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
W W W.JU5T511UTTERIT.COM
0.63 0.62
1.25-^P--1.251.25
(4 PER RAFTER) T� =u PRODUCT:
1/4'X 2 1/4 FH TAPCONS I SUPERNOVA
WITH E' MINIMUM 1/4"X5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
• .. ILARGE 4 SMALL
'
-5.00 IMPACTED RATED
1/4'X5' OR I/B-X5' 6063-T6 o-'j-- ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO
_ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE o ENGCCI INC. CABII6
I SEE TABLE BELOW FOR SHUTTER �i
_ nz0 SPAN & PRESSURE I/4°X2'X5"6063-TG ALUMINUM ANGLE 5595 ORANGE DR.201
DAVIE. PL. 33314
w WI 1/4'-14X 2' SELF DRILLING SCREWS ,. .. - TeE:(95,1)585- 304
r ,a z SEE SHEET 5 MOUNT TYPE D
wti ANCHOR TYPE D FOR ANCHOR SPACING
S�1�` EHSF 1
Q:� aro wi
N�f.— s.Do� No. 2609 �i
3 j X STA OF
0T I/8-X5'GOG3-TG ALUMINUM PLATE OR
ALLOWABLE DESIGNED PRE55URE5 ALLOWA15LE DESIGNED PRE55URE5 •.'ss/ONAL
Fo?5ECTION X WITH 114'ALUMINUM PLATE FOR SECTION X WITH 118°ALUMINUM PLATE
BLADE MAXIMUM OF51GNED BLADE MAXIMUM DE5IGNED .00�
SPAN PRC55URE(P5F) 5PAN PRE55URE(P5F a I JUL 0 2015
(1 BLADE I BLADE 113 (IN) BLADE I BLADE 115 "-�
Engineer Seal
60 ±159 El 60 ±99 ±99 Pedro De Piguevedo-PE 52609
72 ±132 ±I32 72 ±82 ±82 ALTERNATE TO PLATE 00
84 ±113 ±113 84 ±71 ±71 118"X21X5'GOG3-TG ALUMINUM ANGLE
ni MIAMI DARE APPROVAL:
90 ±106 flog 90 ±GG ±G6
108 ± 88 ± 88 108 ±55 ±55 1 ODu1crRw Sho
or Floddo
126 ± 68 + 68 126 -±'47 ±47 Ehd�iegC�e
h
132 ± 62 ± 61 132 ±45 ±45 AtaptmceKo) - 513.03
144 +48.-52 +45-47 144 ±41 ±41 F:p Dn o/9
162 +30,-40 1+28,-33 162 1 ±30 +25.-30
8
9 Dado uct Conlro
NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04/07!2015
SCALE:NA
DESIGN BY:PPMr
I
SHEET DRAWING Ne
13 OF 13 15-14G