HomeMy WebLinkAboutProduct Approval M1AMI•DADE RECEIVED JUN `7 2017�� M1A141t[DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streek Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
— T(786)315-2590 F(786)315-2599
t QT� QF A,&dPTANCF�(NOA) www.mitvmidade.gov/tconomy .
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: ti 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:'Mami-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.Mahar,P.E.,M.S.
C�wIfflyffiAlrAll
-couNrl ,Q _ NOA No.15-0513.03
!!' Expiration Date_08114/2019;;,,
Ap roval-Date:0=71201-5
o$ Z 7/eO1S p Page 1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05
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 MiamiDade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
I. 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
Figurfredo, 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 I through 13 of 13,prepared by fico, Inc., dated Apr110Z, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015,
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
E-1 Approval Date:08/2712015
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 N.A.S.A.'s generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
HiMy 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--
VU_
JUST SHUTTER ITF .r.s,,N--- � A INc
1341 5W 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT ST,LUCIE
FLORIDA 34983
LARGE M155ILF: IMPACT RE515TANT Tel.:(772)201-9919
Pax.,(772)673-0588
WWW,JU5T5hUMRJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014—11VHZ
PRODUCT.
I-DENNITION;THIS PRODUCT 15 AN ACCORDION TYPE 5HUTrtR,DE5[GNCD,CONSTRUCTED AND
ERECTED TO WILY ENCLOSE AN AMA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGI!AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED EXTRUDED ALUMINUM
PRE55URM AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION 5HUTrEK
LARGE#SMALL
2-CODE:TH15 PRODUCT HA5 BEEN TESTED AND DE51GNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(hVHZ)Or THC 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING;
THE FOLLOWING: ENGCO INC. CA8116
JUST SHUTTER IT INC-FORT ST.LUCIE,FLORIDA 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTVK TABLE OF CONTENTS: DAVIE, IL. 333;4
MIAMI-DADS COUNTY PRODUCT CONTROL APFKOVFEr "", - . -1 .-1- : Tel.;(954)585-0304
SHEET bmd�mo� fNGCO@AOL,COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PRCVIOFD.5YX
PROFE55IONAL ARCHITECT OF,ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED PE51GNED I TABLE OF CONTENTS,GENERAL NOTES,USER IN5TRUCTION5
ss'
FRE55UM MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH,5HUITER 6C�MpoNtNT To BE • so 11 . DE F1
USED. 2 TYPICAL ELEVATION,ALLOWABLE NAM PRE55URE TABLE 1, 1 A AND GLASS
;�s
SEPARATION TABLE 2 4p
5-MATERIAL:ALL EXTRUDED ALUMINUM 9HAPE5 SHALL BE MADE or rOG3-TG ORAS NOTED.
3 TYPICAL SECTIONS A.5 1.B2,B3,B4 WITH ANCHORAGE TABLESf 0.5 609.
G.FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS D 4 C WITH ANCHORAGE TABLES STAT
10
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS 0,E t GH WITH ANCHORAGE TABLES,
TO VERIFY THE FOLLOWING:
7.1-THE STA131LITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER TYPICAL SECTION5 F.G*I WITH ANCHORAGE TABLES too it,
ANCHORAGE. JUL 8 0 205
7.2-THE SITE smoric PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS'.F
REQUIREMENTS,DESIGNED PRE55URM EX, ENineer Swl
7.3-THAT THIS APPROVAL 15 ADEQUATE To THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS*V Pc*0 De NveireJO-PC 52GM
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN Of,THE ANCHORS 9 LOCK UNIMATE 5ECTION5'M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL-HOWEVER,WOOD ANCMOR5 WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS'N' FRODuarpinvism
as complyft wifli 11to flalid;l
11 BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE A55EMBLY. Building OD&
Amq,fwwWL' _</ .07
USER INSTRUCTIONS: f2 COMPONENTS J� 19
duel Canim
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER,ITEM 4 OF GENERAL NOTES. IS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I ORTADLE I A.
DATE:04107/2015
S-VERIFY GLA55 SEPARATION ON TABLE 2 If APPLICABLE. SME:NA
DESIGN BY:rPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY ruNcrioN OF SECTION TYPE TO BE USED AS
PER SHEETS 3.4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAINING
1 OF 13 15-146
PM55URE FROM GENERAL NOTES 4
MANUFACTURER,
JUST SHUTTER IT INC
T�E I RgtLP!A i (+NR t ExrE�loR r b - 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE #I BLADE ' ' ' MAXIMUM ALLOWABLE #1 4#1 B BLADES — PORT 5T,LUCiE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE i S 2-` FLORIDA 34983
100' __ TEL:(772)201-9919
BLADE SPAN PRE55URE(PSF) BLADE SPAN PRf55UP.,E(P5F) ALL ALUMINUM BLADES Fax:(772)673-0588
INCHES —F05--F-W6'— INCHES P _ 1 ) _ /' WWW,JUSTSHUTTERIT.COM.
GG 158 158 66 158 1 158 INTERIOR/FxTEwoR r
72 14 144 72 144 144
78 133 133 78 133 133 PRODUCT.
84 124 124 84 124 1 124 1 INTERtOF 00TRIOR
90 116 1 16 90 116 IIG L 1 6 ) COMBINATION SUPERNOVA
9G too 108 SG 108 108ALUMINUM 1 t D(AN BLADE3 D(WDED ALUMINUM
104 100 100 104 100 100 Pm 100* BLADES CAN BE ARRANGED IN MAW ACCORDION SHUTTER
108 93 93 108 93 93cOMaNATLON9 A3 REQUIRED LARGE 4 SMALL
114 83 83 11-4 83 83
1 a 1 a IMPACTED RATm
120 75 75 120 75 75 INTERIOR/WfRIOR
! -95--70— t2 G8 G8
132 62 G2 132 61 G1 ENGINEERING:
L38 57 57 138 53 53 INTEFUORJi�t[ERtOR ENGCO INC. CABIIG
-144 n48 52-" 44 45 47
1 5f7—�`�"`4!'� a8i�.— !54 38 42 5595 ORANGE!OR.201
162 30 40 162 28 33 lE ia-� 1E DAII!, ) 5-03 4
._... .. NCrrM-.....-. . . ........ __.__. .__ _.... .. .._». 04
Nm ..__. .. _ ... _. .. .- - -' - ALLLEXANBLADP.S -.. _T`EN6f0@AO)..CDM ._ .....
I-ACCORMOH SHUTTER BLADE SPNI(INCHES)rORALL CONDMONS
z-rILL98URE-DESIGN WD LOAD OV) l a l a� nror.r•••.,�
5-UNEM IMPXrOIATION 15 ACCERABLE rOR DESLGNWVM LOADS AND BLADE SPAN MWM .
TALNiLATEU.VALUM INTERIOR/thaMOR Pd'"f DE F/•s�,
4-WE TABLE IA*AM ONE OR MORE TYPE ID TRADE E3 USED � '041
0 .p�f
5-BLADE REVERSEDINSTADATNn1ETALLOWED FORALLMOUNLEDC011DMRS
x
r' TABLE 2 No. 2809 n
/ - - MINIMUM SHUTTER SEPARATION FROM GLAZING
tTYPICAL ELEVATION�j /�TYPICAL m55 5eCTION _ 'O STAT F �;
-T `"--- A,9,C,D.E.GH X y�
TOP TRACK GLAZING SEPARATION (INCHES) �'�'�4(ysF�OR1��+G� �y
13ADETYPE BLADE!SPAN •'••:��BNAG E�+`y`
H <=6()"1 G=104'1 G.( 2' •••""•inrAa..rrn
ALUMINUM 2' 23/4' 3.125" JUL s Z��S
«> n a 1% All ElP/A710N5 Engineer Seal
a Z ' s"'"'WA-104 Pedro De FWvredo-FE 52649
aQ. LEXAN 3' 3' 3"
rn L. N d < 30`ELEVATION MIAMI DAD>:APPRtYJAI:
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H GDSING SURFACETO THE INNEKMOSTBLADE ORLOd SUMACE.
_
2-_GLA55.5EPARAWN 15 MUMBLE PER THE hM MROWARD AND B11t♦RI D n11un CGnirD
y [_� MIAMt•DAP9COUNTP*.I IN if + .
'- 9-N'MEN 9HUTIER t8 ASSEMBLEp WIM B0T11 YYI'ES UP BUIxSttiE
tAROEN GLASS 5EPARATION SMALL APPLY:"- --
DATE:04107/2015
A,B,9T,a2.83,B4 BOTTOM TRACK SCALE:NA
CBEFGIGH
DESIGN BY:PPMF
SHUTTER WIDTH (SW>
NO LIMITATION
5HfET DRAWLNG#:
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A.B 1.132,B3.134
AND ANCHOR5CHEDULE JUST SHUTTER IT mc
1/4-14X1' GRS SDS DR a z 010X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ca-
s AT 12' DC 13-41 5W 5.MACEDO BLVD
BUILT-OUT ON ANGII_ SPACED AT 12'OC w� PORT 5T.LUCIE
HEADER OR SILLt6 FLORIDA 34983
OPTIONAL
SECTION 134 Tel.:(772)201-9919
2,2A—, 11 crw 6 ADJU5TABLE TRACK Fax:(772)673-0586
ON REVERSE ANGLE WWW.JU5T5HUTTERTT.COM
m EMBED. w SILL ONLY
w N ANCHORS DESIGNED PRODUCT:
rrao �W ? 6A " !•', AS PER SECTION B4
ANCHORS DESIGNED N 10 ;r 6 ON TABLE BELOW SUPERNOVA
BB AS PER SECTION A B a EXTRUDED ALUMINUM
a W�+ ON TABLE BELOW _? ACCORDION SHUTTER
1/1B
j. v 1/4-14X1'•GRS'SDS OR LARGE 4SMALL
= ti - 1/4-20X3/4' PHMS W/NUT ` IMPACTED RATED
n� w SPACED AT 5'OC EMBED.--I
a
a SECTION B I
y 1/1B 'A'TRACK ON ENGINEERING:
REVERSE ANGLE
SILL ONLY ENGCO INC. C4EtIC
¢ I/1 B 5595 ORANGE DR.201
�• a AV1(954 FL.
585.0304
ANCHORS DESIGNED w SECTION H3
AS PER SECTION Hl w 010X3/4' TEKS AWL15TABLEON _ D E > -
4 _ _-,.. ..--- 11•-4' 3 ON-•TABLE--BELOW = J".. -. ....._.. . STRANGLE
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Engmeer Seal
v MAX. BLADE SPAN IN INCHES
H I. ` Pedro De Pqueircdo-PE 52609
4 11 ci EMBED.--� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DAVE AFPROVAL:
' 5ECTION 52 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTREVISFD
1/4-14X1' GR5 SDS OR ' eco^tdYingwIlhdie FTmida
1/4-20X1/2' HHMS W/NUT u, A'TRACKON s El E E1 E E1 I E E
SPACED AT 12.00 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 8ultdt GeN
SILL ONLY SECTIONS 40 36 62 44 93 54 160 70 160 90 Expi A00Rlrn Date - 'SI o3
A.81,82 8 40 40 62 62 93 81 124 105 6 146 tto�Date o���9
83,84 6 40 40 62 2 93 93 124 124 160 160 DMj�1 a Coutro
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 193 1124 1124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PS F) BASED ON SPACING IN INCHES ON CENTER
DATE:04107/2015
ANCHORAGE SPACING 162 132 1 08 84 60 SCALE:NA
A Al 1B IBI IC ID A Al B B1 C D A AI H Bl C D A Al B B1 C D A Al B H1 C D DESIGN BY:FPMF
SECTIONS 14 4 -- 0 40 0 40 62 -- C62464 90 22 93 60 2 60 116 9 124 77 118 7 1 0 4 160 0 6 1012 40 -- 40 40 40 40 62 21 62 57 93 26 93 70 93 70124 34 124A,81,82 9 26 40 40 40 40 6 32 62 62 93 39 93 93 93 93 124 51 124 124 124 124 1 0 71 160 1 0 16 16083,84 6 4 35 40 40 40 40 6�43 62 62 93 52 93 9393 9NG4 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 OFI3 IS-146
MANUPACTUPXR,
TYPICAL SECTIONS 5 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT iNc
1341 5W S.MACE00 BLVD
PORT ST.LUCIE
FLORIDA 34983
""HORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C rax.(772)G73-05M
ON TABLE BELOW WWW.JUST5HUTTER(T.COM
3,3A
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PRODUCT:
m
I/IB I GR SUPERNOVA
ce 04TRUDEV ALUMINUM
ACCORDION 5hUrrER
-LARGE 4 SMALL
ig OFTIONAL
IMPACTED RATED
ANCHORS DESIGNED
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ON TABLE BELOW
SECTION C
WALL MOUNT VMATbti ENGINEERING.,
ra TRACK 3 OF 3A
SECTION B
;1,2A4 �4p
4 ENGCO INC.
BUILT-OUT ON T-1 I/IB 5595 ORANGE DR.201
REVERSE ANGLE EMBED. DAVIC. PL. 33314
HEADER OR SILL Tel.,(954)585-030
ENGCO@AOLCOM
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1/4-14XI' GR5 SDS*OR 01
1/4-E0XI/2' HHMS W/NUT 3,3A
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No. 2609
VANCHORS DESIGNED
AS PER SECTION C'
ON TABLE BELOW
MAX. BLADE SPAN IN INCHES /0AfAL
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SEE ANCHOR SCHEDULE ON
6SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER JUL 3 0 2015
ANCHORAGE SPACING 162 132 - L.— I08_ - 1 --84–'1 1 60 Engineer Seat
A At IB IBI IC ID A Al B B1 C D I A`--.At B 'Bl C D ,A< Al, - Bi c D A AI B Bl C D Pedro Da F+3mfado-pf 52cw
14--40 40 0 140 140 62 r:2g 136 �o 181 60 1'-104--129 1110177 1104177 1145 ily 111;
Ii M ij2 62 9–Z_ 0111 Ng11 111610
40 40 413 62 5 125 MIAMI DAVE APPROVAL
_87: 62 ;!2 T2_'6 J1241111112411111160
=40 126 140 40 140 140 4 PRODuarnavisno
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C -- _1152
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SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(PSF)
ANCHORAGE SPACING- EASED ON SPACING IN INChE5 ON CENTER
1 1162 1 112 08 84 60 DATE:04f07/201 5
Q I E El E EI E El E El SCALE;NA
4 40 31 62 38 87 46 112 60 157 B4 DESIGN BY:rPMV
SECTIONS 12 40 36 62 4A 93 54 1 1 70 160 98
93
B&C -8 —401 40 62 62 77 L124 99 160 138
6 93 24 1
AP� 40 62 62 88 113 160 158
ff 1 08
4 An An 45 C2 P W1241 160 151 SHEET DRAWING#:
40F 13 15-146
MANUFACTUUP4
ANCHORS DESIGNED TYPICAL SECTIONS D.E 4 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.MACED0 13LVD
FORT ST.LUCIE
(ED) EDGE w (ED) EDGE FLORIDA 34983
it DISTANCE w DISTANCE Tel.:(772)201-9919
Eo. Ea Pax:(772)6730588
—6 WWW.JUST5HUTTERIT.COM
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11- HF.ADf:R OR 1/4-14X 3/4' TEKS
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ANCHORS DESIGNED
.., �. J,
cq AS PER SECTION E HO=R I 5�&L OAVIt, FL. 33314
Tcl.�(954)585-0304
...... ------- -- ---- ON TABLE BELOW-- ENGCC>@AOLCOM
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ANCHORAGE SPACING 162 1 132 1 lea 84 1 60 1 16211321109 94 _Lo Fc&�De Fe�-IT 52609
A B C D A II II II C J-11 I A I R Ir in A B C D A D C s
4 4V4
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16 22 7 33 1-- 120 1 34 4 24 43 52 72 3 4 16 --gia_ 4 41 53 74 MIAMI nAVE APMVAL-
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SECTION 0 a 46 24 6 32 55 6 80 40 48 86 103 174 8 40 62 s3 To—s 149 PRODUCTRUVISED
40 5 62 93
a
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6 1 40 1 40 135 40 62 62 93 64 115 124 6 40 62 93 124 Y6-0 uamplyingwllhlhuFtntda
4 1 40 1 40 jAn 4n 62 62 124 124 1, —40]2 93 12-4 160 BuIIQInBCoda
2
9 2226 V 32 20 34 39 24 23 4 1 1 30 T�601 7 44 42
SECTION:E 5 311 36 2 1 28 44 27 6 49 7 35 11 1 61 BQL 49 47 B 3 4 5 2
39 124 123 50 5 -56 1 6 6 40 501 6 7811
-6-_T4 9 1 OF6 2 1 02juuaCa
4--4�0- 40 136 135 62 76 89 55 70 11 HIS TWO 98 193 4 40 521 64 821115
9 20 - -- -- -- 22 27 -- -- 3 2 0 12 DATE:04107120 15
25 29 30 36 23 21 39 46 29 27 55 64 41 137 -9— 24 30 37, 4 66
12 -- i -- 28 33 74 1 5CALE-NA
SECTION GH a 23 '7 - -15—1 192 9:61 25 23 1 44 151 -6— DESIGN BY;rPMF
L
6 30 f 21 37 44 7 99
3, 23 7�Fs 25 4 34 -�jll 6
40 0 31 56 62 -42 30 1 68 1 80 51 47 65 160 1 2231144 91 184 4 74 103
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5ECTION GPRODUCT:
ANCHORS TYPE
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A, B, COR D
SILL ONLY EDGE CLEARANdE(M) SPACED AT 48'OC
INTO CONCRETE-4(3000 PSI CONCR= "I' SUPERNOVA
APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
INTO WOOD-2 1/2'(WOW SG;0.55) EDGE
INTO MI!rAL;2'(c0--',TcA1M&mAMmAscmw t CLEARANCE CONDITIONS FROM TABLE I ACCORDION 51IUTTER
'(ARGE 4 SMALL
wl IMPACTED RATED
in
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DISTANCE
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5
ON TABLE
BELOW
ta
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SHEET 11 FOR ANCHOR TYPE MAXIMUMANCHORAGE PKE55URE (P5F) 5A5ED ON 5PACING IN INCHf5 ON CENTER Pedro De.Moveredo-IT 52609
ANCHORAGE SPACING 162 132 108 a 84 60 1621132 IOB 94 60 MIAMI DADE APPROVAL:
D A B C D A B Q E E
27 32 45 27 2 16 21 26 33 46 PR0WCrF"SFD
- D
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311
2
t1ki du eu 36 43 25 12,1i 51 60 35 35 12 22 8 34 44 62 a emplyinsAith The I'lodda
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4 1 40 1 40 139 139 1 ISE 162 148 -J� 160 WIO 4 40 5 -72 -93-
148 65 193 1159 5 1 9 4 76 75 6 105 M9 WD"o
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OTION -12 S 40 R 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 4 58 70 90 127
L57
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G IT( 0 62 162 1
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0 40 62 62 62 — DATE:04107/20 15
b - -
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6 OF 13 15-146
MANUFACTURER.
r--T-YP-ICAL HORIZONTAL • JUST SHUTTER IT INC
OPTIONAL JMB AND CORNER SECTIONS J.," 1341 5W S.MACEDO BLVD
SEALANT PORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34583
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E AMB CLOW
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LARGE t SMALL
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21 OR 11 JUL $0 2015
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, �in�MK_ STARTI!RBLADE SECTION IA—\
SECTION
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DATE:04107/2015
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COMMERCIAL MORTISE LOCK W1 I INSTALLED ON SHAPE 8
is EXTERIOR KEY DR THUMB TURN
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INSTALLED. ON SHAPE 8 8 Of 13 15-14G
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—4
EXTRUDED ALUMINUM
ACCORDION 5hUITTEK
LARGE 4 5MALL
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afiz=
ENGINEEFJNG.
N, 7 OR 7N 7 OR 7A ENGCO INC. ,-,.,,,
7 OR 7A— 7 OR 7AV *7 13R 7A
T. C.SCREW
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ru 7 OR 7A 5595 ORANGE DR.201
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SECTION M LOCK BLADE WN STA F
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0 J'A
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DATE:0410712015
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'
5HEET DRAWING III:
9 OF 13 15-146
MANUFACTURERe
TYPICAL HORIZONTAL 5ECTIONS
STD LOCK 5ECTION5 N JUST SHUTTER ITINC
1341 5W 5.MAJMDO BLVD
FORT 5T.LUCIE
FLORIDA 34983
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NOTE:SHUTTER CAN Be LOCKED FROM www.ju5i5"urrmT.com
1
,N5 DE OR OUT51DF Ey PLACING LOCK,1145:1) f OR OUT51DE A5 REQUIRED. 5ECTION N
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5595 ORANGE V201
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ANCHORS TYPE
A, 3 (3
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LOCK TION
LOCK 15LADC 5rCRON STARTER BLADE SECTrOm IA Off
0FtN POSMON I $
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22A 22B DATE:04/0712015
22 5CAM 14A
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IOCF 13 1'5-14G
r� �_e _ MANUFACTURER: I
TYPICAL BLADE AS= MBLY
BILL OF MATERIALS SEJUST SHUTTER 1T ENG 111
`
13 1341 5W S.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUF RER PORT 5T.LUCIE
12 13A ! B E 3.6 Al,, M NA- . FLpRIDA 34993
1A STARTERBLADE 6013-TG ALUMINUM NA.5,A Tet.:(772)201-99 19
WTI 1. 0,19 15 COMPOSITE BLADE 6063-TG/LOAN N.A.5.A. Pax:(772)6 01-9 98
20 l4 IC FLOATING STACK BLADE 6013-TG ALUMINUM N,A.S.A WMAN,JU5T51-Il1T7ERTT.COM
o �� 2 CEILING TRACK 6063-TG ALUMINUM N.A.5.A
16 3 1'/1/2'WALL MOUNT TRACK 6063-TG ALUMINUM NA.5.A
!4 1� 3A 2'WALLMOUNf TRACK G063-T6 ALUMINUM
i H 4 Re TRACK G063-T6 ALUMINUM N.A.5.A
RF � EDT K 6 -6 ALUMINUM 5A. PRODUCT;
G ADJUSTABLE PEAdALE TRACK GOG3-76 A1UMtNUM N.AS.A.
UST E MALET CK G 63TG A.UMINU N.A.S A SUPERNOVA
HI AIDER '� 7A UNIMATE LOCK BLADE W/BLADE WOLP GC0LP 63-TG ALUMINUM N.A5.A EXTRUDED ALUMINUM
0.14 B HD FEMALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A ACCORDION SHUTTER
8A HO MALE LOCK BLADE
1;C-G3-TG 76 ALUMINUM N.A.S.A. LARGE+SMALL
13-1111 OX3'tilt813 iMPACTED RATED
BLADE SCREW I- ADAPTOR GC63•TG ALUMINUM NA.5.A,
9 'JAMB CL05UFX RE GC63 T£ALUMINUM N.AS.A.
410 STAINLESS STEEL
9A 2'JAMB CLOSURE 6063•T6 ALUMINUM N.AS.A
O 7 4-2X ANGLE GCG3 TG ALUMINUMN.AS.A.
II I/8.2X ANGLE G063TG ALUMINUM N,A.5.A. ENGINEERING:
0.39 12 WILEELCARRIER PIATWSTEE NYLON N.A.5.A 5595 ORANGE OR 201 ENGCQ INC. u91rc
51LI 13 #1 OX3'MM BLADE SCREW 410 STAINLESS STEEL N.A.S.A
o 13A X 1 2'HH BLADE 5CFEW 410 STAINff55 STEEL. .AS.A,
14 0.4,V DAM.MATWA5HER STAINLESS STEEL N.AS,A. DAVIE• PL. 33314
15 0.46'0 x 0.93'BU5HING NYLON N.A.5.A _ Tel.:(954)585-0304
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14 14 ,L,i 19 PUSH-BUTTOM LOCK
1 B 20 - 112k 3/8'WHEEL SPACER NYLON N.A.S.A �,prn�rrery,
15 16 ~~ 24 1 IG I 1X2.5 IX4 1.5X3 AtlG115 606345 ALUMINUM N.A.S.A. .�,Q1ij• ".
DRIiflLNI.
0.14 22• STD FEMALE t=BLADE 6063-TG ALUMINUM N.AS.A _ �+•"�.�Q
13 L3A 13A•B 1 OX2'HM 22A, STD MA E LOCK BLAD'_ G063-TG ALUMINUM N.A5.A. JO��J�\ IIENB�
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I6-AG"0X.651 15-.46'0X.93" MIAMI DADE AP=VAij
EL 50 NYLON WHEEL BUSHING: NYLON BUSHLNG TYPE DESCRIPTION EMB E.D.
20-)/2.0 X 0.86• i' A ! 1/4"ITW TAPCON INTO 3000 PSI CONCRETE 1.75 3,0 3 ARODUC!'RHVISGD
NYLON WHEEL 14'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2,5 0"plying with the nawdG
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---� •14"ELCO ULT ON INTO CONCRETE BLOCK 1.25 2,5 °C0AL0"q°u "O °�9
B 14-2 I ALL POINTS 5OUD-5ET INTO 3. 1 CONCRET 0.875 3.
1 114-20X 1 ALL POINT5 50LIP INTO CONCRETE BLOCKB
C ! INTO G- D 5 }, Control
12-WHEEL CARRIER D 1/41-14 5ELF DRIWNG SCREWS INTO 18"STEEL OR ALUMINUM :--5Q
- 0.75
STAMPED 55 WITH -
O NYLON WHEELS E I/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE
�s E I I/4"CRE7E-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
NGTC9: W,FM 0I51'ANCC SMIL DC BMto WALL DRC95111G SCALE:NA
lM XWEDW11T 9141.BE BMW WALL DREWSING DESIGN BY:PPMF
w !A5'TAPCON,I14'CREf4°F1.IX814 WOOD SCREWS CAN BE USED IN RCFlACC Of 1/4'iAGSOMS
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1 1,24SHEET DRAWING AI:
I I Of 13 15-146
5HUTrER COMPONENT5 MANUFACTURER
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POLYCARBONATE APPROVED -7A- AA' P
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X1 I 02UV LOCKING BLADES PRODUCE;
0.51 P.31 SUPERNOVA
151
4.6,�1
08 _t-l.77-j-1 cu w acr WRUDED ALUMINUM
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99
116
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HEADER/SILL MOUNT -0,64- 5595 ORANGE DR.201
0.13 2.1-INSET TRACK W/O RG 8A-MALE KD 0,0-81 0,60 DAVIE, PL. 33314
ITIALTERIIATC CALK HEADER/SILL MOUNT &fWAtE HD LOCKING BLADE Tek(954)585-0304
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AMICABLE TO 3.83-
TRACKS 3,11
AM 3A.I RECESSED TRACK 41
Si SILL MOUNT ONLY
60-
Lj
., ,,1,
a 10 .0�
p ab 0. 0.77
06
2.83 'a 0*116 No. 2609
2,41
o -1 0,791-
STA
4
0.61
0,07 RG 0.06 -T T
40 1
EIPTIGNAL 98-HD JAMB CLOSURE
3A-2'5UILD-OUT TRACK If .1 0 L
0.86 MADER/BILL MOUNT 6 4 T lot
.-EIR- 3A.1.2'L30 TRACK W10 JUL 8 0 2015
. LOCKING BLADE LOC2215-LOCK ACEPER.INSERT 9-I'JAMBOLOSUZ-70-4
58 -ju.wr- RAIN GUARD(RG) FZ
LOCKING BLADE
0.07- --, CIPTITINAL 22-reMAU!STO 22A-MALT STD
3-1 fl k BUILT-OUT TRACK F m 6 pewim De reve'reda-FI!526W
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3.1-V//J'130 TRACK WIT') 25 9A.r JAMB CLOSURE
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C3 4 0.07 0.07
ci 3.36 DATE:04/07/2015
2.23- 1 LSCAUE,NA
GA-ADJUSTABLE MALE DESIGN BY:rpmr
Q 1.13 I.29 6-ADJUSTABLE FEMALE HeADER1 SILL MOUNT 2.
3.3± HEADER/HEADER/SILL MOUNT 0--�1
4-WTRACK
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SILL MOUNT ONLY I/8'Tt11CKANGLES r W.1/4'THICK ANGLES
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MANUFACTURER:
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TRACK 2 OR 2A IN5ET MOUNT
SECUREO TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD
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FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
1 WWW.JU5T5HUTTERIT,COM
0.63 0.621. t t 1.25 5.00
14 PER RAFTER) cru PRODUCT:
1/4'X 2 FH TAPCGNS
WITH 2' MINIMUM (/4•X5.6063-TG ALUMINUM PLATE i SUPERNOVA
MIN
PENETRATION INTO WOOD WRUDED ALUMINUM
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1/4'X5' OR I/8-X5' 6063-T6 a� ENGINEERING:2.2A- ALUMINUM PLATE SECURED TO FENGGO INC.
_ extmalts
= RAFTERS AT MAXIMUM 24' DC
—
SEE TABLE FOR SHUTTER
ALTERNATE TO PLATE� SPAN R PRESSURE
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$� STA F �r
I/8'X5'6063-TG ALUMINUM PLATE � �4 0 R
ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRESSURES
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REH.nnniu1�
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED
SPAN PSSURE(PS SPAN PRESSURE PSPP5FIN JUL 3 O 206IN BLADE 1 51ADE I B IN BLADE I BLADE 16--
-L'-�
60 t159 -!-159 60 ±99 ±99 6T EngPedro De F,"redo
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72 +132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o guaredo-PC 52609
84 ±113 ±1 13 $4 +7) ±7) I/8712%5°6068-T6 ALUMINUM ANGLE
90 t 106 ±106 90 166 ±66fu
MIAMI DADE APPROVAL:
t08 ± 88 ± 88 108 ±55 ±55 L'RODUCTRBVISED
126 ± 68 ± G8 126 ±47 ±47 as"moyingwith the Flmlda
132 ± 62 ± G It 32 ±45 ±45 L3mIdI�Cale
144 +48,-52 +45-47 144 ±41 ±41 Ancepratac1 - J3.a�g
162 +30,-40 +28,-33 162 ±3O +28,-30
HyAt
Contro
NUya BMlo no
NOTE: I- UNEAR WTeWOLATION 15 ALLOWABLE BETWEEN BLADE 5PAN 51ZE5
DATE:04/0712015
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING#:
13 OF 13 15-146
Opening I Size z
(W x H)
1:
(Accordion Shutters)
2.
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3.
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5. (7
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24
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19.
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26• DATE:
0 Jun 06,2017
27. C� �( \V PA64 HE6CHa MIN:
0 J `_ Site Plan
28. PME: oP1
(7 1
29.
(No Shutter)
. 1
MIAMI-DADS
13iAMI DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streek,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
I oTICE OF A±C(TPTA:NCE(N0A)- wwwmiamidadeamy/economy
Just Shutter It,Inc.
1.341 SW S.Macedo Blvd.
Part 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 Authorilky 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., L°Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUM ENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets i 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: Eachtunit 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,F.E.,M.S.
CMtAMM MECoulVrl NOA No.15-0513.03
• , J�• Expiration Date:08/I4/Z019I
A rovalbate 08127/2015
PP Page 1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It, Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Inc.is engineering wise identical to N..A.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 Apri107, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my 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-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 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
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER:
�� � �.�.�.�_�VA J JUST SHUTTER IT
1341 SW S.MACCDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT ST.LUCIC
FLORIDA 3 4983
LARGE M155ILF IMPACT RE515TANT Tei.:(772)201-9919
Fax.
(772)673-0588
WWw.jUST5hUTTMT.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-HVHZ
I-DEFINITION:THIS PRODUCT IS AN ACCORDION TYPE 5MUTrE&-DE5(GNrD.'CONST&UCtEO AND PRODUCT.
ERECTED TO EA51LY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE TO?=WND5 SUPERNOVA
AND WINO BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL, ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE--THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(tivtiz)or THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SMALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. CAWIG
'JUST SHUTTER IT INC-FORT ST.LUCIE,FLORIDA 5595 ORANGE DR.201
5UPFRNOVA EXTRUDED ALUMINUM ACCORDION 5MUTTM TABLE Of CONTENTS: DAVIE. FL. 33314
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' Tel.:(954)585-03G4
SHEET mdRtPTIOK tNGCO@AOL.COM
4-LOADS.DESIGNED LOAD CALCULATED EASED ON 11HI!ASCE 7-10 AND FROVIDED,BY A
PROFESSIONAL ARCHITECT OF,ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH Stiump,60iv1PoNtkT To BE
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. t A AND GLASS
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SMALL BE MADE Of 60G3-T6 OR A5 NOTED. No.6 609
3 TYPICAL 5ECTION5 A.B 1,B2,B3,B4 WITH ANCHORAGE TABLES
-
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SMALL BE AS SPECIFIED IN THE CURRENT SFT OF
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4' TYPICAL SECTIONS 5 4 C MATH.ANCHORAGE TABLES STA
7-1.15t:IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT ENGINEER Of'RECORD 5 TYPICAL SECTIONS 0,E t GH WITH ANCHORAGE TABLES 0 10
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL sEcnot4s F.G*I WITH mcmwce TABLES
ANCHORAGE. JUL S 0 2015
7-2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7, JAMB AND CORNER SECTION51,r
FXQUIREMENT5,DESIGNED PRESSURES ETC. Emmeer Seat
7.3-THAT THIS APPROVAL 19 ADEQUATE TO THE SPECIFIC PROj[!CT, 8 LOCK MALE 4 FEMALE SECTIONS'V Pedro De Fk3vewe4o-PC 524509
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS W' MIAMI DAVE APPROVAL
FOR THIS PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH 1,6 LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTION15'N' FRODUCTMVISED
as complying with 1110 Florida
BuildEns cok
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY, Acacptanoo No o May
USER INSTRUCTIONS; 12 COMPONENTS py
M• Utu duct Co;Nm
1-DETERMINE PROJECT DESIGN WIND LOAD FKC55UPX5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION*r DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OF TABLE I A-
DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLI!2 If APPLICABLE. SCALE:NA
DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PPX55URE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4;.5ECTION5 ARE INTERCtiANGF-AtHf.
5-THE LOWEST P?f55UikE FROM ITEMS 2 AND 4 ABOVE MUST NOT ExcEED THE REOL)IRED OE51GN SHEET DRAWING
1 OF 13 15-14G
M55URE FROM GENERAL NOTES 4
ir)ANUFACTURER: '
JUST SHUTTER IT ING
I TABLE j �I ,STABLE I A �YfJ iNTER)OR/EXTERIOR f 5 1341 SW S.MACEDO BLVO
MAXIMUM ALLOWABLE--d i BLADE MAXIMUM ALLOWABLE N 1 4 N)B BLADES n 68 PORT ST,LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 1--\ 100.1-` i-� FLORIDA 34983 Tei.:(772)201-9919
BLADE SPAN PRESSURE(P5F) `
81ADE SPAN PRESSURE(PSE} ALL ALUMINUM BLADES --z- Pax:(772)673-0588
INCHE5 N 6 INCHES ) 1 -~ WWW,J1.15TSHUTTERIT.001V
s0IGO i 1 / --
66 15B 158 6G 158 158 J INTERIOR/EXTERIOR %
72 14 144 72 144 144 c� -�...
78 133 133 78 133 133 PRODUCT.
84 124 124 84 124 t 24 INTERIORI EXTERIOR
90 116 I16 90 116 !16
96 108 108 96 108 108 i 1 68
i—� COMBINATION SUPERNOVA
104 100 100 104 100 100 Pm AB Anes CKN De ARRANGEDUYAN B WW DI ALUMINUM
100' ACCORDION SHUTTER
108 93 93 108 93 93 m COMWNARONSASWE WRW .: LARGE 4SMALL
!}4 83 83 114 83 83 1 B 1 a )MPACTED RATED
120 75 75 120 75 75 INTERIOR/EXMRIOR
126 126 68 G8
132 62 62 132 61 61 ENGINEERING:
138 57 57 138 53 53
zl-14 144 45 47 INTERIOR/EMERIOR ENGCO INC. cAailt
1 50 41 —1--48--1 150 38 42 5595 ORANGE DR.201
1G2 30 40 162 28 33 LB iB iB DAME, 4
' Tel.,(954))5855.03.03 04
.-... NOTESi.. . __ cm A=LEXAN BIADE5 ENGCO@AOLCOM ._ .....
I-ACCORDION SHUTTER WADE DPN,(INCIRS)pORAl1.CONDIT10K5
z-pRz,,suxe.8c9A YANDLOAD tPDp} IB iB� pzerxrrr„ .
S-u ITp noN ID AcarrAmic rOR DESIGN VANO I.OA65 AND BLADE SPAN 0MVE 1 INTERIOR!EXTERIOR � � "gyp'"rr�r D�
i-USEYABLE MaMENmoRidoitErme toomEISUDE6 - "t*% "r'„"
5-BLADE RPVERSGO INSTALLATION IS A110WED MILAN.MOUNTED CONDITIONS a.Sp ,r"4� EN8�(
TABLE 2 No. 2609
SECi!
CAL CROS
TYMINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION 7 PIS < N. _
- -- r L__---- STAT F i
A,B,C,D,E,GH
TOP TRACK GLAZING SEPARATION (INCHES)
BLADE TYPE BIA SPAN
P <=60° <=i 04' <-i G2" r..,rrrrrnrrr
ALUMINUM " 2 3/4" 3.125" JUL 3 0 2015
P_
�
' wzz ALLELEYATl�15 Engineer5eai
Z ' av+rAnD+ Pedro De PDgvorcedo-PE 52609
E3 a T LEXAN 3" 3' 3"
F- H L M. N I N <=30'ELEVATION MIAMi DADS APPROVAL:
PRODUCTRBVISF,))
a LEXAN 2 118' ) 3" 3' as 00avy(ng with the Florida
r w >30LUVATION Building Coda
AaSptanceNo 5.aSl .a3
w NOTES: ' IQ
I-SEPARATION PROM GWING AREAS SnAii DE MEASURED pR]M
F- ---GWINO SURPACETO.THE INNER MOST BLADE.(>R LOCK SAVAGE. 8Y
7 2-GLASS SEPARATM15 ATRICABLE PER THE HVM 4MROW'ARD AND MiIAIID ddUCl Centro
Hi %flW-DAVE WUNTp*-
1-� -3�WHEN ST GLA 5S EP RATIO p WIL DOTHiWES i7P BLADES THE'-
Ill LARGEST GlAtJ SEPARATION SHAH.APttY.
DATE:04/07/2015
A,B,Bi,B2,83,54 BOTTOM TRACK SCALE:NA
C D E F G I GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING t1:
2 Of)3 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 A,B 1,52,133.B4
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
1/4-14X1• GR5 SDS OR a a #10X3/4' TEKS
SECTION A 1/4-20X1/2' HRMS W/NUT ¢a AT 12' DC 1341'SW 5,MACEDO BLVD
BUILT-0UT ON ANGLE SPACED AT 12'OC wPORT 5T.LUGIE
HEADER OR SILL tb FLORIDA 34983
OPTIONAL Tel.:(772)201-9919
2,2A--,, !1 r tem 6 ADJc,US7ABlE TRACK Pax:(772)673-0588
] ON REVFJLSE ANGLE NWW.JU5T5iiMEPrr.COM
m EMBED. w 51LL ONLY
ANCHORS DESIGNED PRODUCT:
cm �{ 6A �!� AS PER SECTION B4
1+ r B ANCHORS DESIGNED = 10 ;^ , gra' ON TABLE BELOW
...1.� y y SUPERNOVA
t-„ AS PER SECTION A EXTRUDED ALUMINUM
a Q ON TABLE BELOW
ACCORDION SHUTTER
i vai _ 1/4-14X1"6R5SDS DR LARGE iSMALL
1/4-20X3/4' PHMS W/NUT- IMPACTED RATED
wSPACED AT S'DC EMBED.--�
a SECTION BI T
-T
y 1/1B • A'TRACK ON '{' ENGINEERING:
REVERSE ANGLE
SILL ONLY ENGCO INC. uatt-
rom 5595 ORANGE DR,201
DAVIE. FL. 33314
w ANCHORS DESIGNED y SECTION B3 Tel.:(954)585.0304
'r AS PER SECTION Bt #10X3/4' TEKS ADJU5TABLE _
4 - l 1--i a ON-•TABLE-BELDW :- a AT'12' OC " STRANGLEON ENGC OL.COM
_ O A
r .
•M SILL ONLY rrrrrprar•rs•,,,.
_ cwANCHORS DESIGNED
1/4-14XV.GRS Ld
SDS OR I 6 `' AS PER SECTION B3
1/4-20X1/2' HH14S W/NUT EMBED.—«I ON TABLE BELOW p�,Q
SPACED AT 12'11C _ fa o \!
No. 2609
_ u a
- 6A STA F tp 1t
a ? EMBED. ` s OV.
o ANCHORS DESIGNED '•„IONAL �,.r
w a' 1/1B '� `,y'r AS PER SECTION B2 1/4-14X1' GR5 SDS OR ''••'r'rrrrr r
x 16 wF ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
OPTIONAL 2!1 SPACED AT 5'13C JUL 30 2015
w”
t� Engineer Seal
MAX. BLADE SPAN IN INCHES Pedro Oe P�goaredo-PE 52609
y 4 1] N EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES UR CENTER MIAMI DADS APPROVAL
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCIREVIS®
1/4-14X1' GR5 SDS OR ascomplyingahhawFlorid
a
1/4-20X1/2' HRMS W/NUT ix 'A!TRACKON s EI E E1 E EI IE EI E E BuiminaCode
SPACED AT 12'OC STD ANGLE 14 40 31 62 36 93 46 124 60 160 84 Aaxpuox No 1 S/3.03
SILL ONLY SECTIONS 1 40 36 62 44 3 54 160 70 160 98 EVI Ilan Date jo19
A,B7,B2 8 40 40 62 62 93 81 124 105 6 146
83,84 6 40 40 62 62 93 93 124 124 160 160 111
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 Mi�m ed u Contra
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) 5 A 5 E D ON 5PACING IN INCI]E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 1 108 84 60 SCALE:NA
A Al IB IBI IC ID A Al IB IBI C ID A Al B BI C D A Al H B1 C D A AI B B1 C D DESIGN BY:PPMF
SECTIONS 40 40 0 40 62 -- 62 49 62 4 90 22 93 60 92 60 116 9 124 77 118 77 1 0 4 160 10 60 107
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 B9 160 47 160 126 160 �160
5
A B1,B2 6 40 40 40 40 62 32 62 62 62 62 93_ 39 93 3 93 93 124 51 124 124 124 124 l60 71 60 I 0 160 83, 6 4 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 ]24 67 124 1 4 124 124 160 94 160 160 160 0 5t1EET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93. 79 93 93 93 93 124 101 124 124 ]24 124 160 142 160 160 160 160 3 OP 13 15-14G
MANUPACTURER,
TYPICAL 5ECTION5 5 AND C
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tei.:i772}'20I-9919
AS PER SECTION C Pax:(772)673-0588
TABLE BELOW WWW.JU5T5tiUTTERrT.COM
w S 3,3A
PRODUCT:
W 2/1B r �Q 5UPERNOVA
DfD ALUMINUM
MCC) taco .+ .. ACCORDION SHUTTER
'-i's=.. 16 "'":"`: .LARGE 4 SMALL
_ ��- } ,.+,=f BPTIBNnL IMPACTED RATED
r ANCHORS DESIGNED
f ' AS PER SECTION $ i/IB
2,2A l 1 ;r d ON TABLE BELOW i`I
a SECTION C
r Ei A w w WALL MOUNT VATH ENGINEERING1
TRACK 3 OR 3A
5ECTIONB HEADER OR SILL ENGCO INC. CAEII
EI1ALT-OUT ON T z; to r° I/I B 5595 ORANG2 DR.201
REVERSE ANGLE -_^' i} EMBED, DAVIE. PL_ 33314
HEADER OR SILL •r:*.�u.,i+:. _...Tei.;(954)585.0304 ., .
..... .... .. _. _. _. ..._... tam ., .... ft _... ..._ ,.._ .. _.. ENGCO@AOL.CDM
1/4-101- GRS SDS'OR 3A
3p,+�'+�+• 1:F fl a4aa
1/4-20X1/2' HRMS W/NUT Sy , �q �4 �`'
SPACED AT 12.00 m r t�i7r
No. 2608
rYv ANCHORS DESIGNED * *3
' AS PER SECTION C' 7y'b 9T
=. ON TABLE BELOW �t1
aP ++
MAX. BLADE SPAN IN INCHES
4aaaqupMjl
SEE ANCHOR SCHEDULE ON
SHEET I I FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) 5A5E0 ON 5PACING IN INCHE5 ON CENTER JUL 302015
ANCHORAGE SPACING 162 132 1 -•..108 I 184 _ i 60 Engineer Seal
A Al ID 1111 IC III A Al 8 B1 C D I A ` Al I B IBI IC D zA Al-1B B1 C D A - Al ID IB1 IC .D Pedro De Nmredo-PE 52609
_ G 14 R40 - 40 10 0 40 62 1 q 2 49 81.2 B D 1 6D '.IO4'1 9 110 7 45 40 1 1 146 10
/�SEO710NS�~ 12 40 -- 40 40 40 40 b2 21 62 57 62 57 '87�26 93 70 87 70 11-1 34 S 29 9D 212 B4 156 47 160 12fi 157 125 MIAMI DADS APPROVAL:
O.&C C 8_ 40 2 40 D 40 40 62 32 62 6 62 6 93 39 93 87 93 B6 124: 1 1 124 111 124 111 160 71 160 156 160 1 5 1 ppOC1ltDViSDD
b 40 3 40 40 40 40 62 43 62 62 2 93 52 93 93 93 93 1 4 7 124 1 4 24 124 260 94 160 160 16 160 wmmplyingwItl+thal7aide
4 40 4D 4Q 40 40 40 6E 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 BuiidingCode
AcaptanceNa0 3.03A
Bxpicptlon pato� i p�/
MAX. BLADE SPAN IN INCHES gy
1p ucl Control
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(PSP}
ANCHORAGE SPACING BA521)ON SPACING IN INCHE5 ON CENTER
62 32 108 1 84 60 DATE:04107/2015
E I E2 I E I El E EI E El E £1 SCALE:NA
14 40 31 62 3B 87 46 112 t601157 84DESIGN BY:PPMP
SECTIONS 1 40 36 62 4 93 4 1„'r 6 9B&C 8 40 40 62 b2 93 77 I?r.4 160 13840 40 62 62 93 88 124 60 1584 40 40 62 62 93 84 124 160 151 5HEET DRAWING#:
4 O 13 15-146
MANUPACTUREFt
ANCHORS DESIGNED TYPICAL 5ECTION5 D,f$GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION DAND ANCHOR SCHEDULE AS PER SECTION GH-,
ON TABLE BELOW 13N TABLE BELOW 1341 5'Af 5.MACEDO BLVD
ci FORT ST.LUCIE
(ED) EDGE a (ED) EDGE ILORIDA 34983
DISTANCE A Tel.:(772)201-99 19
Ls DISTANCE
EmG." EDL-1 ram(772)G73.05W
www.jU5T5HUTTERjT.COM
g�gN/LEG
2,2A
TRIMMED
Ll 6A
#IOX3/4' TEKS 7", V/ PRODUCT*
A 2 TR RNED
T I oc LEG
w INSET MOUNT V4
SUPERNOVA
m TRACK P OR 2A -<
(ED) EDGE 2 EXTRUDED ALUMINUM
HEADER OR SILL DISTANCE ACCORDION 5hUTTM
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SPACED AT 12'DC
ENGINEERING:
m ENGCO INC. tea: s
5595 ORANGE DR.201
ANCHORS DESIGNED DAVM, FL. 33314
SECTION
AS PER SECTION ETel.;(954)585-0304
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3,3A 1/4-14XII GR5 SDS OR
�1/4-20XI/2' HHMS W/NUT. E F
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SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE VRF55URF (F5F) BASED ON SPACING IN INCHE5 ON CENTER Enemeer Seal
ANCHORAGE SPACING 162 1 132 1 108 94 1 60 -- 16211321ID8 94 60 Pedro De Nucaredo-FE 52609
A B C In T--A-I g Ir in I A I R Ir 1i- A H C D A C D E E E E E
16 222 20 3 4 72 36 143 34 41 53 74 MIAMI OaDrf APPROVAL:
20
12 -69 34 97 48
-j�2 26 45' 5F4 6 32 59 12 37 45 55 71 99
T- ff 40 48 86 -tS7-. -TO
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4 40 1 40 140 40 ��2 -6F 93 193 79 93 124 124 102 160 143 41) 62 93 124 160
11 -- 22 - -- 6 -- 0 --
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9 22 26 6 76 4 42 27 3 41 52 3
7 2 20 1 34 1 39 124 23 43 51 31 0 1 9
0 -313 i4r, 4 8 30 59 92 1
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6 3A 39 28 1 50 59 36 35 - L
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12 -- -- 22 -- -- DATE:04/0712015
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6 1 53 7
9 0 25 29 --- -- 1 30 1 36 23 21 1 39 46 .29 .?7 55 164 41 9 1 241 30 3 47 66
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5 OF 13 15-146
MANUrACTURfF--
TYPICAL HORIZONTAL JUST SHUTTER IT INC
rJA-M5 AND CORNER SECTIONS J
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5ECTIO -i MIN. (3) ANCHORS FLORIDA 34983
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INSET MOUNT
A1411 CLC
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9,9A �"-TOP AND BOTTOM
IA TRACKS SUPERNOVA
Er,RUDED ALUMINUM
1. ACCORDION SHUTTTR
T-4 LARce 4 5mALL
r4W IMPACTfO,RATED
I
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�TOP& BOTTOM TRACKS F-NGCO INC. cAanc
5595 ORANGE DR.201
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'C CRD A, B,
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(ED) E
DISTANCE
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5 DISTANCE
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FFBUI21 OR 11 JUL 3 0 2015
LT-OUT MOUNT
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IA 3 SPACjBP6AT Op RIVCS
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MIAMI DAVE APPROVAL:
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5CALEi NA
7 OR 7A DESIGN BY:PrMF
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LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
7 01' 13 1 15-146
MANUPACTURER;
TYPICAL HORIZONTAL
JUST SHUTTER IT iNc
1/NIMATE LOCK 5ECTION5—M LOCKING PINS APPLICABLE
ONLY AT OPEN POSITION 1341 SIM 5.MACIEDO BLVI)
TO SECURE STACK FORT 5T.LUCIP
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N5D OR OUT51DE BY PLACING LOCK SECTIou M
NNIE!OF OUTSIDE AS REQUIRED. 00, -LcX:r,-DLAotsEcTio"-1 I
Naw w CL05E r051TION $7A
SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
/'IV 01N, ENGIMERINGt
N, 7 OR 71V 7 OR 7A ENGCO INC.
fu 7 OR 7A 5595 ORANGE DR.201
I_— 7 13R 7A *7 OR 7A
17 OR 7A. CIAVIV, rL. 33314
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te
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11
SECTION M .1
Loci,. 11. STA F t4
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A B C OR D JUL 8 0 2015
4 ZEE f-7 OR 7A SPACED AT 24.00 rNlacer Sul
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7 OR 7A LA-\ MIAMI DADS APPROVAL:
11 PRODUCT REVISED
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yinswidt
widloll 2 ;?5
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7 OR 7A
INTERIOR OR EXTERIOR SIDE
DATE:0411
SCALE,NA
DESIGN BY:PPMF
SHEET DRAWING
9 OF 13 15-146
MANUFACTURER
TYPICAL HORIZONTAL 5ECTIONS
5TD LOCK 5ECTION5 N JUST SHUTTER ITING
1341 5W S.MACE00 BLVD
PORT ST.LUCIE
FLORIDA 84983
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OR OUTSIDE SY PLACING LOCK
INSIDE OR OUTSIDE SECTION N
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5UPERNOVA
EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
cw F fNGlNrE?jNGt
ENGCO INC. ells
5595 ORANGE OFL 201
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ANCHORS TYPE
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ALTERNATE SECTION N I
LOCISecrioN N LOCK MADE MTH v
BLADE 5rCVON STARTER,BLADE SECTION L
—0.PEN POSITION A) III *
• JUL 3 0 2015
3 2, 15 Engineer Seal
8 Pedro Da Fquawedo-FIE 52609
MIAMI DADE APPROVAL:
N
22A
22
22A
222-A— e2B DATE:04/07/2015
22 SCALE:NA
Df5tGN BY:PFMF
iD SH
SHEET DRAWING#:
10 OF 13 1'5-14G
MANUPACTURER:
TYPICAL BLADE A55EM13LY' JUST SHUTTER IT mc-� -- BILL OF MATERIALS
13 1341 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUP URER PORT 57.LUCIE
12 13A BIADE 3 ALU '!9:1
FLORIDA 34989
16
0.Lg
IA STARTERBLAOE 6063-T6AIUMNUM N.A.S.A. Tel,:(772)201-9919
BPI- ID COMP051TE BLADE 6063-TG/LEXAN N.A.5.A. Pyx:(772)673-0588
20 14 IC PLOATINGSTACK BL.ADE 6063-T6 ALUMINUM N.AS-A, y,/yyr//,JUSTStiUTTERtT.COM
o 2 CEILING TRACK 6063-TG ALUMINUM N.A-S.A.
16 J
L
3 1'/1t2•WALLMOUNTTRACK 6063-T6 ALUMINUM WX5.A.
l4 11 3A 2'WALL MOON[TFACK 6063TG AL MINUM N.A. .A.
1E A R4 TRACK 6063-T6 ALUMINUM N.A.5.A
R2C EDT K 6 ALUMINUM N. .A PRODUCT:
6 ADJUSTABLE:FEMALE TRACK G063-TG ALUMINUM N.A.5.A.
GA ADJUSTABLEMALE CK 6 6376ALUMINU .5.A• 5UPERNOVA
H�� -1 f 7 UNWATE LOCK BLADE W/0 LP 6463-TG ALUMINUM N.A.5.A, IX[RUDED ALUMINUM
7A UNIMATE LOCK BLADE LP 6063-T6 ALUMINUM N.AS.A
0.14 8 HD FEMALE LOCK BLADE GC63-TG ALUMINUM N.A.5.A. ACCORDION SHUTTER
8A HD MALE LOCK BLADE 6CG3-TG ALUMINUM N.AS A.
LARGE 4 SMALL
A 13-p I OX3'HH 8B HD ADAPTOR FlLLER GCG3 Y6 ALUMINUM N.A.5.A. IMPACTED RATED
--�IVr- BLADE 5CRITW9 !'JAMB CLOSURE C6376 AUJMWUM N.A.5.A.410 STAINLESS STEEL 9A 2•JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A
t 4.2X ANGLE 60G3T6 ALUMINUM N.AS.A.
II 1i8.2XANGI.E 6063-T6 ALUMINUM N.A,5.A, ENGINEERING:
0.i9 12 WHEELCARRYER PLATED STEED NYLON N.A.5A t1Vlj4i� INC. C487I6
511,(- i 9 H 10X3'HH BLADE SCREW 410 5TAINLE55 STEEL N.A5.A 5595 ORANGE pR 241
o u� 13A N I OXX HH BLADE SCREW 4IO STAINLES5 STEEL N.A5A, DAME,AN DF, t 4
14 0.44'DAM.FIAT WASHER STAINLESS STEEL N.A.5.A Tel.:(954 585.031 4
15 OAG'0 x 0. 3'BUSYJN NYLON N.A,S.q, )
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I6 0.46'0 x 0.65'WHEtl BUSHING NYLON N.A.S.A �
14 kk4 I PUSH-BUTTO LOCK
1 B 20 ' 1/2'x SAW WHEEL SPACER NYLON WkS.A
15 16 21. I/16=1X2 1X2.5 IX4 1.5) ANGIE5 6063-TS ALUMINUM N.A.5,A. .�O�+r`+r! E.
BPNBll4.
0.14 22- STD FEMALE LOCK 51ADE 6OG3-T6 ALUMINUM
13 L'3A 13A-A 10X2'HH 22M STD MALE LOCK GLAD_ 64G3-T6 ALUMINUM N.A.5.A.
BLADE SCREW 22B . 51D LOCK KEEPER G063-T6 ALUMINUM N.A.S.A' '. !4 ����••�•~•~• +'IUf�'y
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0.50 16-,46'WHEEL
NYLON.0X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL:
NYLON WHEEL BIJSEUNG NYLON BUSHING r A IN MINTAPCON INTO 3000 P51 CONCRETE 1.75 "'3.0 3 PRODUCTREYISED
20-1/210)(0.3W "
NYLON Wien `"-- 14'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 -2.5 wWmPlytaswith the Flmtda
SPACER F"`A Y •i TAP ON INTO CONC BL 1.25 Se 'N Buliding Code
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5- A-tpWw No a or
B i 4-ZOX I ALL POI-5 5OLID-5ET INT 3. K51 CONCRETE 0.875 9.0 ioe Dale /9
I 14-20X I ALL POI T5 SO INTO CONCRETE BLO 0,875 0 6Y
C ! INTO G- f 5 ! Mini Dad Control
12-WHEEL CARRIER D 1/4'-14 SELF DRILLING SCREW5 INTO 1/81 STEEL OR ALUMINUM 0.75
fO
STAMPED 55 WITH '"-
0�?"-
NYLON WHEELS E 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE
EI I/4'CPETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1 1.25 1 3.0 j DATE:04/07/2015
NOTEB: ep,EVGE DISTAHa 5NALL 8t tx:.OIM WAit DROSING SCALE:NA
" e "-XWtDttt1rr5KA1L BE WANID WAU DRL45ING DESIGN BY:PPMF
W i/4•TAFCON,IW Ct21E-FLtX.#14 WOOD ISaWAS CAH De t=o m At:V=or IMI LAG 30mva
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1.24 SHEET DRAWING M:
!1 OF 13 15-146
SHUTTER COMPONENT5 MANUFACTURER;
4.5� 1 -3.92 JUST SHUTTER IT me
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-4.54- -4.as
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UM/LEXAN BLADE
U5M POCARBONATL APPROVED
T
AS PER NOA 13-0717.01 7-UWATE W/O UP a 41
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11 31
61
0.51 =±7 5UPERNOVA
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151 EXTRUDED ALUMINUM
61
4 as 1.83 1.56 cj cj ACCORDION SHUTTER
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0.t3 2.1-INSET TRACK WIO RG 8A,MALE hD 0.0014 0.60 DAVIE, PL. 33314
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RG LOCrJNG MADE LOCKING BLADE
OPTIONAL tion Engineer Seal
111 BUIL - d
Pedro Ve IVeredo-PE 52609�HP� LW
0.125 0.25 3.70 MIAMI DADE APPROVAL,
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0.86 1.91
0.06 is eMpliring willk Ow Florida
bAding Code
A No -0 13,04
T T-' EV) IMDAC
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2 1-11 t G'THIM�XGLES By
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61 0.75
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f 10 SCALE:INA
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0.95 �1.13 1.29 G-ADJUSTABLE FEMALE HEADER/SILL MOUNT
3.37 HEADER/SILL MOUNT
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NI ONLY )'I.06"THICKANGLE5 10.1/41 THICK ANGLES DR #:
rCOG3-TG ALUMINUM ALLOY 60G3 TG ALUMINUM ALLOY I' OR 1.51 12 of 13 15-14G
MANUFACTURER:
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TRACK 2 OR 2A IN5ET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 SW 5.MACED0 BLVD
B€TWEEN WOOD TRUSSES PORT 5T.LUCIE
FLORIDA 34983
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0.63 0.62
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MIN
WITH 2'
1/4'X 2 1/4 MINIMUM FH TAPCONS 1147X5'6063-TG ALUMINUM P1ATE SUPERNOVA
PENETRATION INTO WOOD EXTRUDED ALUMINUM
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LARGE 4 SMALL
5.00 cMPACT€DRATLD
N
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F 2,2A- ALUMINUM PLATE SECURED TO ENG
/� INC.RAFTERS AT MAXIMUM 24' OC o triVVC1.! I/" c,tellc
SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE GCC I N C
s r000 1/4'X29X5'6X,763-T6 ALUMINUM ANGLE ni
SPAN 6 PRESSURE 5595 ORANGE DR.201
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L
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IAWX5'606346 ALUMINUM PLATE dit� °
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ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRESSURES }'y.Ff ",•.,...,,,,"°�(y���r
FOR 5EGTIONXW(TH IM ALUMINUM PLATE FOR SECLIONXYM 1/8'ALUMINUMPLATE `•.hfaJ{jA(,+� pµ�`
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5 t10
SPAN PRESSURE(PSP SPAN PRESSURE PSS N��-- ——� JUL $Q zQ
IN BLADE ii BLADE I B IN BLADE I BLADE 1 B --�-
60 ±^159 ±159 60 ±99 t99 d� I F.ng:neer5eal
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATEo Pedro De F Sum-do-PE 52609
84 ±113 ±113 84 ±71 ±71 1/89X2(5'6063-TG ALUMINUM ANGLE O
90 ±106 t 106 90 ±G6 ±G6 ttii MIAMI DADE APPROVAL:
108 ± 88 ± 88 108 ±55 ±55
126 ± 68 ± 68 126 ±47 ±47 �CRODUCf REVISED
132 ± 62 ± G1 t 32 ±45 ±45 Bailer welh Lha FMrida
..144 ji+48,-52_ +45,47 1 A—pmge j - /3.a;
!62 +30,-40 +28,-33 162 ±30 +28,-30
°a1 all
MII�a tAda ua ConUo
NOTE: I- LINEAR tNTERPOLA'RON 15 ALLOWABLE OMMEN BLADE SPAM SIZES +
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING#:
13 OF 13