HomeMy WebLinkAboutProduct Approval MIAMI-DADS MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION �� Miami,Florida 33175-2474
E TV 315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.eoy/economy
Just Shutter It,Inc. MAR 2 3 2017
1.341 SW S.Macedo Blvd. PERNd11TTING
Port St.Lucie,Florida 34983 St, Lucie County, FL
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
revolve,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.
CMIAMI&DE COUNTY � NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
09/Z 7/f-015' Page I
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.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 Engco, Inc., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Makar,P.E.,M.S.
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
I. 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;
i
5 UPERNOVA
JUST SHUTTER IT INc
1541 SW S.MACEDO BLVD
UCIF
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT Sr.
FLORIDA 3498498
3
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772)201-9919
Fax:(772)673-0588
W WW.JU5T5HUT rERIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-tHVt1Z
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
ACCORDION SHUTTER
PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL. L
LARGE+SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 PLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. cAells
5595 ORANGE DR.201
'JUST SHUTTER IT INC-PORT ST.LUCIE-FLORIDA TABLE OF CONTENTS: DAVIE. PL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED _ -SHEETENGCO®AOL.COM
DESCRIPTION
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BYAIONS
"""""•
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE or CONTENTS,GENERAL NOTES. ER INSTRUCT
US ,,'���A" DE IF'•� s
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 POR EACH SHUTTER COMPONENT TO Be /4
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. 1 A AND GLA55 �� �,.��6, sF/
USED. SEPARATION TABLE 2 Q r'�
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-TG ORAS NOTED. N0.PJ 609 1
3 TYPICAL SECTIONS A.B 1,B2,133.134 WITH ANCHORAGE TABLES * *?
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS 5HALL BE AS SPECIFIED IN THE CURRENT SET OF IF
1
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B+G WffH ANCHORAGE TABLES (0 R
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E 4 GH WIN ANCHORAGE TABLES ''•.s'r/ONAL
TO VERIFY THE FOLLOWING: '•••.,,,,,,..�ti"'�
7.1-THE 5TABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 I WITH ANCHORAGE TABLES JUL 3 0 2015
ANCHORAGE. 7 JAMB AND CORNER SECTIONS'J'
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH A5 BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE
Ergmeer Seal
REQUIREMENTS.DESIGNED PRE55URE-9 ETC.
7.3-THAT THIS APPROVAL 19 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS L' Pedro De P:guenedo-PE 52609
8.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'14' PRODIICTRRVISGD
FOR WIND LOAD HAVE BEEN USED. o complying.vilh lho Florida
Building Code
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Awgdonceldo 0 13,03
6vi IonDale���9
USER INSTRUCTIONS: 12 COMPONENTS By
M' U duct CoNrol
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 A5 PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO BE USED AS
PER SHEETS 3.4.5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING b:
5-THE LOWEST PRE55UFE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 19 15-146
PRE55URE FROM GENERAL NOTES 4
MANUPACTURERj
JUST SHUTTER IT INc
TABLE I TABLE I A INTERIOR/EXTERIOR 61 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE 191 4 B I B BLADES I FLORIDA 34983
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URE I 100•I Tel.:(772)201-9919
BLADE SPAN PRE55UFE(P5r) BLADE 5PAN PRE55URE(P5F) ALL ALUMINUM BLADES Pax:(772)673.0588
INCHES N G INCHES t ) t WNNJ,JUSTSHUTTERIT.COM
GO 19U 16 60 1 GO I6 INTERIOR/EXTERIOR
66 158 158 66 158 158
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR I EXTERIOR 6� 5UPERNOVA
! 90 I 6 116 90 116 116 COMBINATION
1 EXTRUDED ALUMINUM
96 108 108 9G 108 108 I Ica I ALUMINUM/LEXNN BLADES ACCORDION 5h111TER
104 100 100 104 100 100 BLADES CAN BE ARRANGED N+MWr LARGE 4 5MALL
108 loo,
I O 108 10 10 COMBINATIONS AS PXQUIUD
114 83 83 114 83 83
1B 1B IMPACTED RATED
120 75 75 120 75 75 INTERIOR EXTERIOR
126 68 68 126 68 G8 ENGINEERING:
132 62 62 132 61 61
138 57 57 138 53 53 ENGCO INC. GA RING
144 48 52 144 45 47 INTEwoR/»crEwoR
5595 ORANGE DR.201
150 41 48 150 38 42 IB 1B IB DAVIE, PL. 33314
162 30 40 162 28 33 Tel.:(954)585-0304
OAD(PSP)
ALL'LWN BLADES - - ENGCO@AOL.COM
I-ACCORDION SHUTTER MADE SPAN MICHM)FOR All CO=ORS I B_
3-UNARM I urrRPOATIONM19`ACCEPTABLE FOR DESIGII WND LOA65 AND MADE SPAN BETWEEN I B ,` DE F
',1L�rI1�PPPPir/�i
TALRjIATEU vAllies. .'INTERIOR/DaERIOR '� /
4-15E7AME IAI4TIRt ONEORMORETYPE IBEIADE l9 USED
5.MADE REVERSED INSTAL AT10N15 ALLOWED POR ALL MOW=COtR)MON5
TABLE 2 (£ No. 2609
MINIMUM 5HUTTER5EPARATION FROM GLAZING *t
TYPICAL ELEVATION TYPICAL CR055 SECTION ` STAT F
GLAZING SEPARATION (INCHES)
TDP TRACKBLADE TYPE BLADE SPAN '•e�ss��NAI.�����,.�'`�
<—GO- <=104' <—162'
JUL 3 0 2015
ALUMINUM 2' 2 3/4' 3.125'
Fi ju cer SeRi
ALL ELEVATIONS
W.
Pedro De yuevedo-PE 52609
mA•ANIN
F ¢ LEXAN 3' 31 3°
E3 0. ' L, M N <=30'ELEVATION MIAMI DADE APPROVAL:
'� " PRODUCT REVISaD
Y q ( LEXAN 2 118' 3" 3" as oomptyinR tvfLh lie Flend.
¢j >30'ElEVAT10N ATAooegentCwoWe 5-051 .07
F
0! NOTES: on lklto 0
W I-SEPARATION FROM GLAZUIG AREAS SMALL BE MEASURED FROM
f
GIA71lIG SURFACE TO THE NNER MOST BADE OR LOCK SURFACE. DY
F- 2.GU55 SEPARATION 19 APPLICABLE PER THE HVNE MROWARD AND ttt6Nm1 D UEICbnI
MIAMIAADECOU14TR5).
N 9.WT1BN SWATTER 19 ASSEMBLED WITH 11081 T1PE9 OF BLADETry
IARfd9i GIA99 SEPARATION 9HAL APPLY.
DATE:04/07/2015
SCALE:NA
A,B,131,02,83,B4 I BDTTDM TRACK
C,D E F G I,GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
2 Or 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A.51•132,133.154
AND ANCHOR 5CFIEDULE - -f 1/1B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HRMS W/NUT ¢a AT 12' OC 1341 5W 5.MACEDO BLVD
BUILT-OUT ON ANGIE SPACED AT 12'DC m�^ PORT ST.LUCK
HEADER ORSILL I lb FLORIDA 94983
OPTIONAL ECTION 54Tel.:(772)201-9919
2,2A--,., 11 ram 6 ADJUSTABLE TRACK Fax:(772)673-0588
M ON REVERSE ANGLE! WWW.JU5T5HUTTERJT.COM
mA EMBED. w7 2T
SILL ONLY
e= N ANCHORS DESIGNED
W 6A ±�, AS PER SECT DESIGNED
B4 PRODUCT:
a+ ANCHORS DESIGNED y 10 fY W ON TABLE BELOW SUPERNOVA
_ a AS PER SECT I ON A W-
y z ON TABLE BELOW .. EXTRUDED ALUMINUM
w a 1/1B 1/4-14X1''GRS SDS 0R - ACCORDION 5HUTTER
LARGE 95MALL 1/4-20X3/4' PHMS W/NUT �.
ce a SPACED AT 5'OC c EMBED. IMPACTED RATED
SECTION BI
x 'A°TRACK ON
`n 1/I B REVERSE ANGLE 's.. ENGINEMNG:
SILL ONLY -� ENGCO INC. CACIIC
5595 ORANGE OR 201
i W ANCHORS DESIGNED y SECTION B3 DAME, FL. 33314
AS PER SECTION B1 w #10X3/4' TEKS Tel.:(954)585.0304
.... ADJUSTABLE ON
4ON-TABLE-BELOW --• .
- - - _• 11--' ¢ - Q OL.COM
i � F- 'a AT'12' OC STD ANGLE � ENGCO�A
> y
SILL ONLY rrrrrrorniry++.
1/4-14X1' GR5 SDS OR o0D 6 { �w ANCHORS DESIGNED S �(•�'.��.
�•
1/4-20X1/2' HRMS W/NUT �; w r AS PER SECTION B3 •�� •�CH`
SPACED AT l2.00 EMBED.---� _ ;` '9y [ON TABLE BELOW �`4 /NO. ZF>09It
V
6A Z va * *C
z 8 i? I STA Ftv
a 10 ':i EMBED. a•p+n'�''O[OR..
U a ANCHORS DESIGNED ��'.S/ANAL � r�'��
W ¢ 1/1B 'r AS PER SECTION B2 1/4-14X1' GR5 SDS OR � "••rirrrrrarr'r
x w It WF ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT "
w -� a nDNAL W a SPACED AT 5'OC JUL 3 0 2015
y I• 5-1
MAX. BLADE SPAN IN INCHESPedro De P -
Mque.redo
ve:r -PE 52609
4 11 i EMBED.-� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5F)
SHEET Il FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADSAPPROVAL:
Fi SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTRHVISrn
1/4-14X1' GR5 SDS OR is •A•TRACKON s E1 E EI E E1 E1 E E7 e+cantplyingaithllreFimida
1/4-20X1/2' HHMS W/NUT 8alWinglbdo
SPACED AT 12'13C 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Aoaptanco No f S/ .03
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 9B Expi Ion Date
A,Bl,B2 8 40 40 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES
B3,54 6 40 40 62 62 93 93 124 124 16D 160 of
4 40 40 62 62 93 93 124 124 160 160 Mlm Dad uc Contra
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (1`5 F) BASED ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 108 1 84 60 SCALE:NA
A Al IB IBI IC ID A Al B B1 C D A Al B Bl C D A Al B B1 C D A Al IBI IC ID DESIGN BY:PPMF
14 40 -- 4 40 40 40 62 -- 62 49 62 49 90�52
93 60 92 6 116 9 124 77 118 77 60 40 160 108 160 107
SECTIONS 12 40 -- 4D 40 40 40 62 21 62 57 62 57 9393 70 93 70 124 34 124 90 124 89 160 47 160 l26 160 125
A,81,B2 8 4 26 40 40 40 40 62 32 62 62 62 62 939 93 93 3 1EA 51 124 124 124 124 160 71 160 160 160 160
B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 9393 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160SHEET DRAWING N:
40 40 40 40 40 4D 62 62 62 62 62 62 9393 93 93 93 ]24 101 124 124 ]24 124 16D 142 160 160 160 160 3 OF13 IS-146
TYPICAL SECTIONS B AND C MANUFACTURER.
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5W 5.MACEDO BLVD
a, PORT 5T.LUC1E
FLORIDA 34983
ANCHORS DESIGNED Tel,:(772)201-8919
AS PER SECTION C Pax:(772)G73-0588
ON TABLE BELOW WWW.JUST511UTTERfT.COM
3,3A
PRODUCT:
SUPERNOVA
--
Fp-:6- 1 EXTRUDED ALUMINUM
-j` `;:`"(.. ACCORDION 5HUTrM
ANCHORS DESIGNED oe71nNAL IMPACTED RATED
f AS PER SECTION B z 1/IB
2,2A 11 rr W ON TABLE BELOW to ¢ SECTION C
S
z 0.
qAN N
W a WALL MOUNT WITH ENGINEERING,
TRACK 30R 3A ENGCO INC. CA 0116
SECTION B v � HEADER OR SILL
BUILT-0U NGL vii
REVERSE ANGLE -,» ';i EMBED,---� 5595 ORANGE DR.201
l
HEADER OR SILL ,. �,.,.. DAVIE, L
P 33314
--- .... _. ( ._ _. _ .__... b;.•.•.''"'"' Tel.:(954)585-0304
mm ... .. .... ..._.. .... .. _.. .. __ ENGCO@AOLCOM .._
1/4-14X1' GR5 SDS OR !_ �} ,`y`ys�p��ao••r�.�� .
»�EH��
1I4-26X1/2' HHMS W/NUT. N 3,3A T 8� q E 8F �'!'•.
SPACED AT 12.00l f
40. 2609 �3
s rro ANCHORS DESIGNED A 1}T 3 _Ar
f, AS PER SECTION C' •p
ON TABLE BELOW 3t X01' SOlt
W,:
4
166
MAX. BLADE SPAN IN INCHES ,FxAL
SEE ANCHOR SCHEDULE ON
SHEET II FORANCHORTYPE MAXIMUM ANCHORAGE PRP_55URE {P5 F) BA5ED ON SPACING IN INCHES ON CENTER JUL $42015
ANCHORAGE SPACING 162 132 108 84 60 Engmeer5eA
A Al II BI C D A Al B Bl C D A Al B Bl C D A Al B BS C D A Al B Bl C D Pedro DoFtgaarodo-FE52GO9
14 4 - 40 4 40 40 62 I 2 4 2 49 OT- 22 86 0 1 60 104 2 11 77 104 7 145 40 1 1 14 10
SECTIONS 12 40 -1- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL.:
O&C O 4p 20 40 q0 40 62 3 62 62 62 62 93 39 93 87 93 86 124 51 124 11I 124 111 160 71 160 156 160 155 PhODlICl1tBV15ED
6 A0 340 40 40 40 62 43 62 b2 62 62 3 52 93 93 93 93 124 67 124 124 1 4 124 fi0 44 160 f60 Sfi0 160 amnplytngceilh the Florida
4 40 4q0 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 16p 160 160 160 SsM111gring
Code
Acaptartce NoV e36
Expi tkn Ualoo
MAX. BLADE SPAN IN INCHES 8y
SEE ANCHOR SCHEDULE ON Mlmn p uctCnnhol
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5F)
ANCHORAGE SPACING BASED ON SPACING IN INCHES ON CENTER
}I 132 IOD 84 60 DATE:04/07/2015
s E El E E1 E E1 E E! E El SCALE.NA
14 40 31 62 3BI 87 146 I 12 60 157 84 DESIGN BY;PPMF
SECTIONS 1240 3 62 44 93 54 21 70 160 98
8&C 8 4p 40 62 62 93 77 124 '�9 160 138
6 40 40 62 62 93 88 124 113 160 158
4 40 46 62 b2 93 O4 !24 108 160 151 SHEET DRAWING N:
4 O 13 I5-14G
MANUPACTURER,
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION Il—, AND ANCHOR 5CHEDULf AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 4341 5W S.IMACEDO 13LVD
d
(ED) EDGE w FORT ST.LUCIE
DISTANCE (ED) EDGE FLORIDA 34W3
Li DISTANCE Tel.:(772)201-9919
Ea Ea raxi(772)473-0568
6A WWW.JU5T5HuTTr:PJT.COM
tY/LEG
2 2A TRIMMED
#IOX3/4;RIE.Sru A
AT oc W/LEG PRODUCT:
SECTION Ct /-YRIHMED
INSET MOUNT W1 (ED) EDGE 5UPERNOVA
DISTANCE WKUDED ALUMINUM
T TRACK 2 OR 2A
Liz HEADER OR SILL
ACCORDION SHUTTER
SECTION E LARGE 4 SMALL
1/18 ANGLE INSET MOUNT IMPACTED RATED
LZ
EDGE
HEADER OR SILL
/4-14X 3/4' TEKS
SPACED AT 1210C
ENGINEERING:
ENGCO INC.
SECTION GH
ctatrs
ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HCADEK15U DAVIE, rL. 333 14
AS
r. er,
cq AS PER SECTION E
_N I ON TABLE BELOW- Tel.:(954)585-0304
2 3,3A fNGCO@A0L.COM
1/4-14XI' GRS SDS OR
1/4-20XI/2' HHMS W/NUT. E it
X SPACED AT 12'W
L EN
w (�m
Q 43c
NO.' 2609
0 wz
IL 1/ID.
ST F
V
0 1
"-Q'f0N'AL
MAX BLADE SPAN IN INCHES
3,3A
r
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE A 8 0 2015
'I
MAXIMUM ANCHORAGE PKE55URC (F5F) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 162
132 too 84 60 162 1321109 84 60 rc*o De Nmfdoo-re 52609
A C I D 11 A lb 11; 111 A IB it; ID I A 8 1C ID E E I E I
E
3 1- 12U 1 34 1 36 4 16 20
lb d 44 41 53 74
12 30 36 — — 1 — 1 7 48 S7 1-2 —37 45 —— MIAMI DADE APPROVAL:
)N D 8 40 Q e6 132 ; 55 162 132 139 1 6 1 0 140 149 1 86 145 1 86 5 L_ 9
SECTIO
0 60 160 95 1115 —d' 40 1 66 1949
35 62 14d 1 Z)d I VZ 1 3 53 64 1 11511 82 1 1 --6--40 H 93 124 T 6-0 as wmpiyiriS with tho Ftwida
1 40 1 40 i x5 14go+_62 0- 9 12411568 PRIDDLIC-TRUVISSID
6 6
Lq I 'IU I 40j 4__2j1U, bi62 62 bf VJ 9JL. VJ li41124 102 IF3160 160 1431160 40 62 93 T24 160
_2
A" a
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1 32 120 1-3.5 126 jg4 49 36 34 1 Ime 6aeon
03
1 34 39 124 123 1 4.1 1.51 1.4 t tin I A
27 20 1 141 _4 1 No
22 26 *111 42 9 27 33 41 52 3 Expl tm Dim 0
47
1106165 r62
71
SECTION ti eb JU 31 1.140; 22 4-1-97 126-T-49 5 5 33 6 01 47 301 371 46
6 24 1 41 148 59 182 1
4 46_1;!2 30 29 50 59 136 135 1 65#1/6414 7 44 1 91A H
40 1.24 121 4Z) 14i! L /6 1 UV 1�� I t)i! I 'i I LIL4 7() 3 1 93 F i .1 1
I 1b ]Jn _L i67 1 4 V! R i 6 1 WN
12 -- -- -- 23 27 _::- 1-- 1 29 134_ 22 120 1 41 48 30 a 12 3 49
I I ey L-- -- 11 g DATE:04107120 15
20 24 0 36 23 121 1 39 146 1 41 37 9 24 3 37 47 66
SECTION GH a 23 27
Z4 4 42 8 27 41 gj3 4 SCALE:NA
JU Jb 3 El 3 44 IN 7 DESIGN By,PPmr
143 1?
0 i 61 56 L6 37 4�) 55 1 99 1
4 40 a -
3 f144 W9184 4 38 47 57 74 1103 1
SHEET DRAWING
5 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 G, F AND I
AND ANCHOR 5CHEDULe -� JUST SHUTTER IT INc
M 1341 5W 5.MACEDO BLVD
I/1 B PORT 5T.LUCIE
w '
SECTION 1 FLORIDA 34983
u¢ai 1/IB W as Tel.:(772)201-9919
RECE55CO MOUNT
r- In Fax:(772)673-OSW
a n �, 51LLONLY WWW.JU5T5HUTrEPIT.COM
u 410X3/4' TEKS _—
w I? AT 12' oc
w - PRODUCT:
�- SECTION G ANCHORS TYPE
ADJU5TAME MOUNT EDGE CLEARANCA. B, C OR D SUPERNOVA
h u 51LLONLY SPACED A7 48'OC
E(EC)
1 INTO CONCRETE°-4'(300 P51 CONCRETE ;• EXTRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
INTO WOOD-2 1/2'(WOOD SG:0.55) ,t (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
a I INTO METAL:2'(G rXTCA LUMAS1MAMffl ) t, CLEARANCE IHRGE R 5MALL
tiff
I IMPACTED RATED
I
j (ED) EDGE
DISTANCE
STANDARD LOCATION 21F ALTERNATE LOCATION
ANCHORS SPACED 27-1
ANCHORS SPACED ENGINEERING:
AS PER SECTION G
AS PER SECTION G1 ENGCO INC. cAellc
ON TABLE BELOW (ED) ON TABLE BELOW
''r-- EDGE 5595 ORANGE DR.201
D1symm -I l/1B DAVIE. FL. 33314
ALTERNATE (ED) '-' ...,. ."- ._.. Zd... _ ._ ... , ._.SECTION F _.. ._ -.... .. .. .. _.... ENGCO®AOL.OM 4
fff"--- Tel::
I- N' q°TRACK INSET MOUNT
EDGE DISTANCE M w 51LLONLY 1111111.11.1 I�,.
P
A 11.0 , DE F1,
L
Li
ANCHORS DESIGNED PQF 4
AS PER SECTION F +ff
ON TABLE BELOW NO 2609 =
STA
W ,,,~1jIIII111/1111j1
° C ED> EDGE 01
m JUL 3 0 7.015
DISTANCE w
MAX. BLADE SPAN 1N INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro DeFgc do-PC 52609
SHEET II FOR ANCHOR TYPE MAXIMUM ANCMORAGI PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 162 13 108 841 601 MIAMI RADE APPROVAL:
A B C D A B C D A B C D A B C D A B C D s E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 2 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PSODOOTREVISED
12 -- 22 -- -- 23 27 -- -- 26 33 20 20 36 43 25 25 51 60 35 35 12 2 28 34 44 62 vscamplyingwith lh.rimidn
SECTIONG B 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Bsilding Coda
6 38 40 26 26 46 54 32 2 56 67 39 39 73 66 51 SD 102 120 71 70 6 40 56 68 88 123 A faneeNoOS1S.o3
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 1130 I
pylntibnEkua '__J4
1 28 34 1 21 35 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 55 16 5 43 53 6 95 p{i�psp oduGControt
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
G10RF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 111 8 40 6 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 40 6 93 24 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 l24 160 5CALE4NA
DE51GN BY:PPMF
SHEET DRAWING 8:
6 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT we
JAMB AND CORNER 5ECTION5 J
OPTIONAL
SEALANT 1341 5W 5.MACEDO BLVO
PORT 5T.WCIE
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL 5ECTION J TYPE A, B, C OR D Tel.r(772)201-9919
IS NOT NECESSARYA JAMB CLO5URE 4' FROMS ENDS SECTION J I Pax:(772)673-0588
.t WALL MOUNT AND ONE AT MIDDLE JAMDCL05URE WWW.JU5T5HUTTERTf.cOM
ilNWT MOUNT
(X2) k10XI SDS IA
} 9,9A TOP AND BOTTOM FNEEpNEM PRODUCT:
TRACKS
1A 5UPERNOVA
EXTRUDED AWMINUM
¢ ..H ACCORDION SMATTER
11 > LARCE4
IRATED
ENGINEMNGt
rhm ENGCQ INC. galls
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5595 ORANGE DR.201
DAVIE, FL. 33314
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• ANCHORS TYPEN�e�,���
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( EDGE
D STANCE a 8JAI
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JAMA CLOSURE •''•�IONAL
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NIOX3/4' SS SMS OR Engueer9ral
3/I6' POP RIVETS SECTION J3
w 1 A SPACED AT 24'OC Pedro De Fxlvnredo-FE 52609
CORNER CLOSURE
¢ MIAMI DADE APPROVAL:
1'kODUCT 1tRVISED
to ooWylnD with Dw Florida
Agate�riol5-o513.a�
S (an Data /9
Mw
(u
acs Conud
DATE:04/07/2015
5CALE:NA
1 7 OR 7A DE51GN BY:PPMF
IB 1B (19) PUSH BUTTOM LGCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING Br
7 OF 13
MANUFACTURER:
T PICAL HORIZONTAL SECTIONS JUST SHUTTER IT INc
HD LOCK 5ECTIONS L
1341 SW 5.MACfDO BLVD
PORT ST.LUCIE
PLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
W WW.JU5T5tlUTTFRIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY PLACING LOCK N H�`{ SECTION L
IN5tDE OR OUTSIDE AS REQUIRED. o a , LOCK BLADE SECTION
CL05E POSITION PRODUCT:
BaaW 1 SUPERNOVA
H W 1 EXTRUDED ALUMINUM
L , AccLALO SM
LARGE AU.
IMPACTED RATED
ENGINEERING:
rca ENGCO INC. GCI I6
I 1 5595 ORANGE DR 201
IB IB DAVIE. FL. 33314
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.... GA .. .... ENGCO@AOL:COM ...
is DE F/��.,.
COMMERCIAL MORTISE LOCK W/ �,Q v CENB�+ �t
EXTERIOR KEY OR THUMB TURN NO 2609
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INSTALLED ON SHAPE 8 A, B, C OR
SPACED AT 24'OC STA OF ty
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SECTION L STARTER BLADE SECTION S/
LOCK BLADE SECTION IA [11t q�y ��
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IIIL 907.015
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2d
4 .L Pedro De rkpawedo-PE 52609
J
MIAMI DADS APPROVAL:
PRODUCT'IU?VIS[:D
N old4yiva"ill"the T7oridn
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8
i7u..No Seo .03
Ion Data o 1 4
m BA
Dr
8A 8 �1f�oo16od ect nuo
8 lJ1B
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GM BY:PFMF
AND INSIDE THUMB TURN
t COMMERCIAL MORTISE LOCK W/ L INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN S
ODRAWING N:
CET
INSTALLED ON SHAPE 8 8 F13 15-146
I
i
MANUFACTURER:
TYPICAL hORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE 1341 5W 5,MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLORIDA 34983
Tat.;(772)201-9919
Fax:(772)G73-0588
-av 7A WWw.JUST5HUT reRIT.COM
N
NOTE:5HUTTER CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY PLACING LOCK Z u SECTION M PRODUCT:
INSIDE OR OUTSIDE A5 REQUIRED. ❑ LOCK BLADE SECTION
¢a=
CLOSE POSITION 7A SUPERNOVA
4 EXTRUDED ALUMINUM
J¢N
01 w ACCORDION SHUTTER
Law LARGE i SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A 7 OR 7A ENGCO INC. cAaI IG
5595 ORANGE DR.201
t'Nbo 7 OR 7A DAVIE. FL. 33314
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I .. .- .... _. ENGCO@AOL.COM
1B 1/4-20X3/4'THUHD SCREW
LOCATED ON ACCORDION eerre�riiiiiii.
INTERIOR OR EXTERIOR SIDE 1/2 pr`
6$
;77 BLADE TILL ORECEIVE )USITE INSIDE ORPOUTSIDE ,',eGer�`' DE F/
(19> PUSH BUTTON LOCK" \ S
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INTERIOR OR EXTERIOR SIDE
ALTERNATE SECTION M I '$A STA
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LOCK 13LAVE VATH p�� F� op r����•
LOCK BLADE SECTION STARTER BLADE SECTION s 0
OPEN P051TION '.s�ONAt �:�''�
ANCHORS C OR
ORP
AD JUL 8 0 2015
7 OR 7A SPACED AT 24'OC
Engineer Seal
�J Pedro De liguavedo-PE 52609
7 OR 7A—,,- IA � .�J
MIAMI DADE APPROVAL.,
N PRODUCP REVISED
r camplying wi0i the Florida
Buil lingOude
W Aeoeptonee No 513.03
� 7 OR 7A � lonVale 2o/9
a B
y pde d Con ro��
1
1B PUSH BUTTON LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
1 1
1B I� 1B
SHEET DRAWING#:
9 OF 13 15-14G
I
MANUPACTURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 SW 5.MACEDO BLVD
PORT ST.LUCIE
PLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
NOTE:SHUTTER CAN BE LOCKED FROM WW W.JU5TSHUT rERIT.COM
IN51DE OR OUT5IDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE A5 REQUIRED. Z N _ LOCK BLADE SECTION
y o w CLOSE P051TI011 PRODUCT:
_Ja0 SUPERNOVA
EXTRUDED ALUMINUM
y y ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING.
ENGCO INC. CAEII6
1 1 5595 ORANGE DR.201
�Tu
1B 1B DAVIE, PL. 33314
22A Tel.:(954)585.0304
-.. .. - ENGCOO+AOLCOM
6� 22 ;''
22B •`' Q Fid/
L
ccNo 2609
• ANCHORS TYPE
A, B, C DR D ''0
SPACED AT 24'DC �°p
ALTERNATE 5ECTION N I :�
5C'CT(ON N LOCK BLADE WITH
LOCK BLADE SECTION STARTER BLADE SECTION I A
OPEN POSITION EHEI9 M
Ju
L s o 2015
3 2,15 Engineer Sal
Pedro De mquevedo-PE 52609
d MIAMI DADE APPROVAL:
1ROm=sIBV18ED
Code a Flmdda
N
Acogd.noe No 5.05 3.03
22A
22 D uc Control
I /
1 BJ
22A22B� DATE:04/07/2015
�22 SCALE:NA
DESIGN BY:PPMP
1 I
1B IB
SHEET DRAWING#:
10 0P 13 15-146
I
MANUFACTURER:
TYPICAL BLADE A55EM13LY JUST SHUTTER IT INC
BILL OF MATERIALS
13 1341 5W 5.MACEDO BLVD
ITEM DE5CRIPTION MATERIAL MANUP CTURER PORT ST.LUCIE
12 13A I BLADE LUMI M - N,A.5.A. FLORIDA 34983
16 0.19 IA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Tel.:(772)201-9919
ronn K IS COMP051TE BLADE 6063-TG/LEXAN N.A.5.A. Fax:(772)673.0588
I C FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.A. WWW.JUSTSHLRTERfi.COM
20 14 0 2 CEIUNG TRACK 6063 TG ALUMINUM N.A.S.A.
16 1 0 3 I'/1/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A.
I4 1 J 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM
1 D 4 TRACK 6063-T6 ALUMINUM N.A.5.A.
RE
5 RECESSED TRACK 6063-16 ALUMINUM .A-S.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM N.A.S.A.
GA ADJUSTABLEMALETRACK 6063-TG ALUMINUM N.A.5.A. SUPERNOVA
HEADER
--117-- 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.S.A. EXTRUDED ALUMINUM
0. l4 7A -UMMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. LARGE 4 SMALL
13-N 10X3'NH BA HD MALE LOCK BLADE GOG3-T6 ALUMINUM N.A.S A. IMPACTED RATED
If 8B HO ADAPTOR PIUER 6063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9 1'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
410 5TAINLF55 STEEL 9A 2'JAMB CLO5URE 6063-T6 ALUMINUM N.A.5.A-
10
.A.5.A.1O 1/4-2X ANGLE G063-T6 ALUMINUM N.A5,A. ENGINEERING:
II 1/8-2X ANGLE 6063-TG ALUMINUM N.A.5.A.
019 12 WHEELCARRIER PLATED 5TEEU NYLON N.A.5.A, ENGCO INC.
. uB116
SILL 13 #I OX3'HH BLADE SCREW 410 STAINLESS STEEL N.A.S.A. 5595 ORANGE DR.201
o N 73A R I On,HH BLADE SCREW 410 5TAJNLE55 STEEL NA5.A
0 14 0.44'DIAM.FIATWA9HER STAINLESS STEEL N.A.S.A. DAVIE, PL. 33314
cd __ 15 OAG'0 x 0.93'BU5HING NYLON N.A.5.A. Tel.:(954)585-0304
16 0.46.0 x 0.65'WHEEL BUSHING NYLON N.A.5.A. ENGCO®AOL.COM
1 - 19 PU5M-BUTTOM LOCK
14 LD 14 20 1/2k 318' EEL SPACER NYLON N.A.S.A. I/Ipoun1111....
16' 'I r: 21 1116'-IX2 1X25 IX4 1.WANGLE5 6063-75 ALUMINUM N.A.S.A. I�iI�*M�EµP/n;'•.�,
15 �iIOW 0.14 22• 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A.
13 13A 22A,- 5TDMALE LOCK BUR 6063.16 ALUMINUM N.A.S.A ,1� `�\�EByF•.,� .
13A-A 10X2'MH SCREW226 STD LACK KEEPER 6063-T6 ALUMINUM N.A.5A-- •Q i
-0 0 5TAIIN 55 STEEL * NO :*2609
9TATEOF
0.500 0.4 0 'p `
t-
0.460
0.390
• F
0.ZO 0,390- 1 1111 0.44 0.103 •,,�ss�ONAL ��61�1�
m� .�-. d+ c3 N -�1�-- ��Iii111I11/1111j11
�T;R o -�� cs JUL 3 0 2015
0.310 1
14-0.03'X 0.44'0 Engineer Seal
d d
d STAINLESS STEEL - Pedro Dc Rgucredo-PE 52609
(^� C I PLAT WASHER ANCHOR SCHEDULE
I G-.46'0 X.65' 15-400X.931 TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING
20.1/2.0X0.36• A I/4°ITWTAPCON INTO 3000P51C014CRETE 1.75 3.0 TRODUCTRgV1SDD
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 w complying with tho Flodds
C .
MBo1
1du.Code
SPACER AI I 'I AP N INTO CONCRETE BL K I 0 =11.=- No uUo
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5
9
B 14-20X I ALL POINTS 50LID-SET INTO 3.0 K51 CONCRETE 0.875 3.
B1 14-20X I ALL POINTS 50LID- ET INTO CONCRETE BL 0 3 wW Dat
'WOOD LA G INTO G= 5 D 1 5 1
Control
12-WHEEL CARRIER D 11'4-14
SELF DRILLING SCREWS INTO I/8'STEEL OR ALUMINUM 0.75
STAMPED 55 MTM E I/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0
09",
NYLON WHEELS E 1 I/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04/07/2015
SCALE:NA
NOTES: E:EDGE D15TR CE SHALL BE BEYOND WAB-DRLSBING DESIGN BY:PPMF
EMMEMISCOMDN SMLL BE DEM14D WAIL DRMANG
m IM'TAFCON.IH'CRELEdi m 114 WOOD" EPL
W9 CAN BE USED IN RACE OF 114'UG 9CREW8
d
MET DRAWING N:
I I OF 13 1 5-146
MANUFACTURER:
SHUTTER COMPONENTS
4.56 3.92 JUST SHUTTER IT INC
4.54 4.08 3.23 8 46
jt.48 o 9 d o 1341
ST. S.
BLVD
4.OB 99 0.61 2.es
I.24 1, PORT ST.LUGTI!
o d FLORIDA 34983
o Tel.:(772)201-9919
Pa d o
C5 -1.23 3.21 6 WWW UST5HLrERIT.COM
I B_COMPOSITE
LOM
lO-0,05•ACCORDION BLADE N J- LE)PERU YCARBO BLADE
OA OI 7.UNIMATE W/0 UP 2 04 LOCKING BLADES 0.41
ALUMINUM
LUM POLYCARBONATE APPROVED 7A-UNIMATE W/LP
1.45 T d PRODUCT:
XL IO2UV LOCKING BLADES
i I A-STARTER BLADC
} 2.31 SUPERNOVA
a sl
INUM
4.61 o�i^'1.B3-1 1.77--1 51 1.56 -7 0 8- d T ACCORDION SEXTRUDED HUTTER.
�4.OB r 1 I LARGE E SMALL
@� o � m �--)-1- IMPACTED RATED
0.86 T
T ti m o m 80-ADAPTOR FILLER
r F1
o N ni ei Ai-; ei USE WITH 8 AND 8A
@� I C-0.05'FLOATING STACK BLADE 0.07 0.? 1 1.99 ENGINEERING:
2-INSET TRACK W1 RG L13PTIOML -j- 3.00 ENGCO INC. ue116
HEADER/SILL MOUNT -0.64 5595 ORANGE DR.201
08 8A- 0.08 0.60 DAVIE, PL. 33314
D.13 2.1-INSET TRACK NT RG 0. MALE HD Tcl.:(954)585-0304
ALTEFNATE CALK HEADER/SILL MOUNT 8-FEMALE HD - .. LOCKING BLADE ENGCO@AOLCOM
ENO RE[EPIOR LOCKING BLADE ,
TRKS ICA3,11 ❑ 3.935-RECESSED_ i-2_I 0:l0 3A AND 3A.1 N � ^ SILL MOUNT ONY,TRACK Adllll s' DE
"g o z.bo z.el ��� x"� ENs ��•
a + 6 o.�i ,4 No. 2609
0.10 � � r a o6
o ^ ao
2.93 0 0.86 1.65---�1
i
T- o y z.41 0.79 0� d i STA 1
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OPTIONAL �' w ,o n 'T 9B-ND JAMB CLOSURE p
,e 3A-2'BUILD-OUT TRACK d.. d a T In .���ONA1 jj11111
d 0.86 r' HEADER/BILL MOUNT 8 6 _r 1 C3
=�L 3A.I-2'BO TRACK W/O 228-LOCK KEEPER INSERT 9-I'JAMD 2.7CIA5 u JUL 3 0 2015
.58 0.16 RAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD
0.07 TRO LOCKING BLADE LOCKING BLADE T N Enomeer Seal
° OPTIONAL 1 o Pedro De Pquevedo-PE 52609
3-I Ilk BUILT-OUT TRACK
HEADER/SILL MOUNT 3.70 -.1
0.125 0.25 MIAMI DADS APPROVAL:
3.1-1'N}'BO TRACK W/O 9A-2'JAMB CLOSURE
RAIN GUARD(RG) 2.43 2.07 PROTri1CTROVLSE•D
� 1.91 0.triJ � �T � u tanplying wide the Flacida
0,06 0.06 BuildiogCode
j 0,61 �� AempWce No 5. 13.03
o iP, F �' z �x I E�1 Toe Date /9
�' m
0.86 n m d S� 21-1/16'THICK ANGLES B
0.61 �o . d d 1 C3 0 " 6063-T5 ALUMINUM ALLOY Mleml clConhn
o ej 11i n0•i 0 � SIDE CLOSURE USE ONLY
I o a 83
m J-
d o 2 09 2,61 0.75 DATE:04/0712015
d d o.07 2.23 0.07 3.36 N SCALE:NA
TI T GA-ADJUSTABLE MALE I DESIGN BY:PPMP
L 95 1.l3 1.29 6-ADJUSTABLE FEMALE HEADER/SILL MOUNT 2.0
I
3.37 HEADER/SILL MOUNT 2'0
4-W TRACK5HEET DRAWING M:
51LL MOUNT ONLY I I-1/8'THICK ANGLES 10-1/4'THICK ANGLES 1' OR 1.5'-I 1 2 OF 13 15-14G
6063-TG ALUMINUM ALLOY GOG3-T6 ALUMINUM ALLOY
� I
I
MANUFACTURER:
5ECTION x JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 5,MACEDO BLVD
BETWEEN WOOD TRUSSES PORT 5T.WCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
W WW.JU5TSMUTTENT.COM
0.63 II 0.62 I
• 1.25 1.25-y-1.25 5.00
II I in PRODUCT:
(4 PER RAFTER) �7�' a
1/4'X 2 1/4 FH TAPCONS I d SUPERNOVA
WITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
fu
1/4'X5' OR 1/B-X5' 6063-T6 oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO I o
X N RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. CA0116
I SEE TABLE BELOW FOR SHUTTER ni
cimSPAN & PRESSURE 1/4'X2915°6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
-T— DAVIE, FL. 33314
w 1/ 4'-IEE 2' SELF DRILLING SCREWS .. ._ _. ..-. TeENGCO I .03
04
�- Qz SEE SHEET SMOUNT TYPE D AOLCOM
�a ANCHOR TYPE D FOR ANCHOR SPACING �,,,,ui.••,,,,�
• Q i
S.oo No. 2609 '
• --�
ti
t STA OF +
C5�I/8X5'6063-T6 ALUMINUM PLATE
ALLOWABLE DE51GNED PP.E55URE5 ALLOWABLE DE5IGNED PRE55URE5
FOR 5ECOON X WITH 1/4'ALUMINUM PLATE FOR SECRON X WO I/8'ALUMINUM PLATE ,,,,,,,.��''
BLADE MAXIMUM DF51GNED BLADE MAXIMUM DESIGNED ��5.00JUL z01
�
5PAN PRE55URE P5F 5PAN PRE55URE P5F cu
IN BLADE I BLADE 113 (IN) BLADE I BLADE IB Eng neer 5e2i
60 ±159 Fl 60 ±99 ±99 o Pedro De Figuaredo-PE 52609
72 t 132 ±132 72 ±82 ±82 ALTERNATE TO PLATE
84 ±113 ±113 84 ±71 i 7 I 1/8'X2'X5.6063-T6 ALUMINUM ANGLE
ni MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 ± 88 ± 88 108 ±55 ±55 PRODaCTH18VISED
o D
126 ± 68 ± 68 126 ±47 ±47 B��e Ih the Floeld�
132 ± 62 ± 61 132 ±45 :t45 AAm?" ceNol
144 +48,-52 +45-47 144 ±41 ±41 Mad4q
162 1+30,-40 +28,-33 162 ±30 +26,-.30
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 5¢E5
DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMP
I
SHEET DRAWING#:
13 OF 13 15-146