HomeMy WebLinkAboutProduct Approval (2) MIAMI-MADE MIAMI DADE COUNTY
MM
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
r(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) t'J www.minmidade.Eoy/economy
Just ,
Shutter It Inc.
t
1341 SW S.Macedo Blvd. JUN 7 2097
Port St.Lucie,Florida 34983 PERDA ITTi NG
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
revoke,modify,or suspend the use of such product,or material within their jurisdiction. RER reserves the right to
revolve 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.
NOA No.15-0513.03
MIAMI.OADSCOUN Y j- �. Expiration Date:08/14/2019
�'J'' V
Approval Date:08/27/2015
08 Z 7 f 2oI S 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
Figurtredo, 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. Draining No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco, Inc., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Makar,P.E.,M.S.
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.SA. 's generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
H4Ky 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.
5UPERNOVA JUST SHUTTER IT INC
1341 5W S.MACEDD BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.LUCIE
IFLORIDA 3 -"
LARGE M1551LE IMPACT RE515TANT Tel.:(772)4 20 3 1-9919
Pax.
.(772)673-0588
WWW.JU5T5tIUTTrRff.COm
GENERAL NOTES: fLORJDA BUILDING CODE 2014-HVHZ
I-DEFINITION;THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND PRODUCT.,
ERECTED TO EASILY ENCL05F AN AREA,PROVIDING FROFTECTION FROM HURRICANE FORCE WND5
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED 5UPERNOVA
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL, EXTRUDED ALUMINUM
ACCORDION SHUTTER
LAME 4 SMALL
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY tMPACTtD RATED
HURRICANE ZONE(HVHZ)Or The 2014 FLORIDA BUILDING CODE.
3-POSTING,A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING
THE rohowiNG.- ENGINEERING:
JUST SHLITTER,IT INC-FORT ST.LUCIE i FLORIDA ENGCO INC. CA8114
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TABLE Of COWENT5: 5595 ORANGE DR-201
QOOUCT CONT ROL APPROVED' Tel,(954)585-0304
1,41AMI-DADS COUNTY FIR DAVIE, FL. 3331 A
fNGCO@ACL.CCM
4.LOADS:DESIGNED LOAD CALCULATED EASED ON THE A5CE 7-10 AND PROVIDED-BY X
PPOFE55IONAL ARCHITECT OK ENGINEER,FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE Of'CONTENTS,GENERAL NOTES,USER INSTRUCTIONS .......
N
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT To BE DE F/,
u5cl). 2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55
SEPARATION TABLE 2
5-MATERIAL:ALL.t*<TWDfD ALUMINUM 5HAPE5 SHALL BE MADE Of GOG3-TG ORAS NOTED. 3 TYPICAL SECTIONS A.8!,D2,53,04 1 WITH ANCHORAGE TABLES No.5 609
0
G.fA5TfNER5:'A55EM13LY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Or
DRAWINGS.INSTALLATION AND LOADS AS PER nits APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TAB= SUAT FtK
7-USE:IT SMALL BE THE RE5PON51MLITY Of THE CONTRACTOR,ARCHITECT 09 ENGINEER.01'RECORD 5 TYPICAL SECTIONS D,E t G"WITH ANCHORAGE TABLES oRt
TO VERIFY THE FOLLOWING:
7.t-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 To BE ATTACHED INSURING PROPER G TYPICAL 5ECTION5 F°G*I WITH ANCHORAGE TABLES ...
ANCHORAGE.
7.2-THE 5M SPECIFIC PROJECT CRITERIA,SUCH AS BUT'NOT UMjTfD To.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS",r JUL 8 0 2015
REQUIREMENTS.DESIGNED PRE55URM ETC.
7.3-THAT TH15 APPROVAL 15 ADEQUATE!To THE SPECIFIC PROJECT, & LOCK MALE#FEMALE SECTIONS IV trienftr Sea[
Ped o Dc Ftjuetredo-PE 52609
8-33 1/3%INCREASE IN ALLOWABLE LOAM HAVE NOT BEEN USED IN THE DESIGN Or THE ANCH095 9 DOCK UNIMATE SECTIONS W' MIAMI DADE APPROVAU
FOR THIS PRODUCE APPROVAL HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS'N' PRODucrREVISED
n 00mPlYi"S%vilh Ilia Florid.1
t I BILL OF MATERIALS,ANCHOR 5CHEDULE BLADE ASSEMBLY. nuildbiscia,ja
AcmMvw No 03
ton Uata1
USERINSTRUCTIONS: 12 COMPONENTS /9
By
1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 Of GENERAL NOTV5. 13 SECTION W DETAILS
2-CHECK BLADE SPAN ALLOWABLE VC51GN MX55URe ON TABLE I OR TABLE IA.
3-VERIFY GLASS SEPARATION ON TABLE 2 If APPLICABLE. DATE:04/07/2015
SCALE.NA
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION or SECTION TYPE To Be USED AS DESIGN BY:PPMF
PER.5tifET5 3.4,5 t G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN SHEET DRAWING
PRESSURE FROM GENERAL NOTES 4 1 Of 13 15-14G
MANUFACTURER:
JUST SHUTTER IT ING
TABLE I TABU I A INTERIORrWERtOR 6j 1341 SW S.MACEDO BLVD
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #I I,#I B BLADE5 PORT 5T.LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X FFE55UREL� 100 1� i—� FLORIDA 34983
Tal.:(772)201-9919
15LADE 5PAN PRE55URE(P5P) 13LADE SPAN PRESSURE(P5F) ALL ALUMINUM BLADE5 Pax:(772)673-0588
INCHES FU5 I NtG INCHES 1 I WWW.JU5T5HVrMRiT.COM
6 ro 160 60 IIGO
66 158 158 66 158 158 INTERIOR/EXTERIOR
72 144 144 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 84 124 124 INTERIOR/EXTERIOR
90 116 116 90 116 116 6� SUPERNOVA
96 108 108 96 LOS 108 1 Y 1-\ COMBINATION EXTRUDED ALUMINUM
104 100 100 104 100 I Oo 100 ALUMINUM r LEXAN BLADES ACCORDION 5HULTER
BIADlob 93 93 )08 93 93 Co+INUAT CAN BE
A51 EGLIO O LARGE I SMALL
114 83 83 114 83 83 1B IB IMPACTED RATED
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 8 68 !26 68 68
132 62 62 132 61 GI ENGINEERING:
INC.138 57 57 138 45 53 INTERIOR/ticiL-RIOR ENGCO NCA.,.
144 48 52 144 45 47
150 41 48 150 38 42 D5V)G55*95 �GE333i41
162 30 40 162 28 33 SB iB-� 1B 1
A1C LEXPJd BLADES Tel.:
eENGCOGiAOL COM 4
NOTES:........ ._ .....
I-ACCORDION WrrER Bunt 5rAN m+CHg)TOIL ALL CON12MM
2-FR`.TSURC•i?MNV,1O LOAD{T'�T IB 1B�
T=,=
TION 15 A=rTABlt rOR OMtGN WIND WA69 AND EL4DE SPAN DeTWMN INTERIDR/EXTERIOR ��� �E•F�
S-DWI!
R5VIA D Fti CNE TION IS LLL N3 OKALL MOUNTED
� � EN B�- f 4
5-GADt REVCRSED IN9TAUATION p ALLOWED TORALL MOUI1itD OofOITi0N5V
TABLE 2 *�
No. 2609k .=
MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CK055'5ECTION STAT F
R w<tt
TOP TRACK
GLAZING SEPARATION (INGHE5) : (« <OR
�A
BLADE TYPE BSPAN •'•..�Q�IA4TT ,,ssTs
H <=60° <=104' <m I 2'
ALUMINUM 2' 23/4, 3.125° JUL S 0 2015
a z7 n cost ALL ELWATIOl5 Engmaer Seat
z Pedro De I'Wemcdo-FE 52WD
p a - LEXAN 3' 3' 3°
f— ti L M N I <=30 ELEVATION MIAMI DADS APPROVAL:
a I MLDDNCTREVi6Ei)
¢ a LEM 2 1/8' 3° 3°
>3d IUVATION SwI dingCo tdL the Florida
de
: IY�Ie
w Accortom No
L 0 Oa+�
NOTESl3.t?3
w I-StPARATM FROM GA21NC AREAS SHALL BE MCA5URM fR(M
Gu2m SURFACE TO MC MUTER Most RUDE OR Loa SURFACE. By
2-GTASS 9EPAPATlON 19 APPUCABIP PER THE HVtR lBROWARD AND m!"D Mi,ci QTHIIe
~.DAVE.DAVE COUN=). ,
&*"M511LIrrEROA"IM IfD%MMDOMT1TE5Or BLAMTHE
tAR,GCST CLA46 9TPARATTON 5"AILAPFLY.
DATE:OAr07/20I 5
A,B,BL,B2,93,B4 BOTTOM TRACK SCALE:NA
C,D E F G IGH DESIGN BY:PFMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING H:
2 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A.131,52,133,134
AND ANCHOR 5CHEDULE , - -f l/la JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a zd ATO12' E TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT �a AT 12' OC 1341 5W 5.MACEDO BLVD
9UILT-OUT ON ANGLEflI
SPACED AT 12'OC ro�" PORT 5T.LUCIE
HEADER OR SILL
16 FLORIDA 34983
OPTIONAL
SECTION B4 Tel.:(772)201-9919
Inv2,2A ] ,- L 6 ADJU5TABLE TRACK Fax:(772)6730588
] ON REVERSE ANGLE WWW.JUST511UTrERJT.COM
EMBED. w SILL ONLY
x S {. .•�:>.:.
ANCHORS DESIGNED
6A ;; �u AS PER SECTION B4 PRODUCE:
y ANCHORS DESIGNED = 10 ;r ON TABLE BELOW
g�+ AS PER SECT IN A rn SUPERNOVA
z W a ON TABLE BELOW EXTRUDED ALUMINUM
1/1B ACCORDION SHUTTER
a
w a 1/4-14X1''GR5'SDS OR LARGE 45MALL
x n 1/4-20X3/4' PHMS W/NUT _•
SPACED AT 5'OC U IMPACTED RATED
EMBED.--I
5ECTIOM B I
rxi 1/1 B 'A'TRACK ON ENGINEER1NGr
REVERSE ANGLE
SILL ONLY -' EN GCO INC. 616,16
rano "'"r`MR. d 1/1 B 5595 ORANGE DR.201
ANCHORS DESIGNED an SECTION B3 DAVIE, FL. 3331 4
AS PER SECTION B1 #10X3/4' TEKS ARIUSTAN 133 Tel.:(954)585-0304
4 _ ___.. ...__ 11--Z.. F ON-TABLE-BELOW r:.-:-...... .¢.... _. .. -. AT'12' OC -. ....._.... . STD.ANGLE - ENGCO@AOL.COM
—. .
SILL ONLY
a _ ,�UUrrruiiri�
» ANCHOR DESIGNED 0
DE p
1/4-14X1'.GRS SDS OR - w 6 ? `' AS PER SECTION B3 ��. "�C INS
1/4-20X1/2' HHMS W/NUT EMBED. I t' ON TABLE.BELOW .04K
SPACED AT 12.0C No. 2609 '
_ f
I k 6A1, � STA F /
a ]0 j EMBED ���
w >, ANCHORS DESIGNED �+�'�
w a 1/LB 'a q`� AS PER SECTION B2 1/4-14X1' GR5 SDS OR N I'�r•r,,,rrn'r'l
x -.1Is '' yF [ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
w L OPTIONAL W a SPACED AT 5'OC JUL 3 0 2015
�p J.
MAX, BLADE SPAN IN INCHES ngm,,c ea
�. Pedro De Fqumredo-P[52609
q 1] :� EMBED.---� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET Il FOR ANCHOR TYPE MIAMI DAVE APPROVAL:
13A5ED ON 5PACING IN INCHES ON CENTER
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTRBVISPD
1/4-14X1' GR5 SDS OR d
i< *TRACK ON s EI E E1 E EI E EI E E7 Bull�oaCada°I,hLhoFlorida
1/4-20X1/2' HHMS W/NU7 tw=N
SPACED AT 12'OC STD ANGLE 14 40 31 62 30 93 46 124 60 160 84 Aoapimrcc Na f - S/3.o3
SILL ONLY [�3,184
TIONS 12 40 36 62 44 93 54 160 70 60 B 1
B ,B2 8 4C 40 62 62 93 61 124 105 160 146 tlon Dara MAX. BLADE SPAN IN INCHES 6 40 40 62 62 3 93 124 124 160 160 DY
4 40 40 62 62 93 93 124 124 160 160 Mlmn Oad c Coatro
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSP) BASED ON 5 P A C I N G IN INCHES ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 1 08 84 60 SCALE:NA
A Elb B1 C D A Al III IBI C D A AS B B1 C D A Al B B1 C D A Al B B1 C D DESIGN BY.PPMF
40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 1 0 40 160 108 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 1 93 26 93 170 193 IZO 124 34 1124 90 124 89 160 47 160 126 160 125
A,BI,B2 0 40 26 40 40 40 40 62 32 62 62 62 162 1 93 39 93 193 93 193 124 51 1124 il 160
B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 lb0 94 160 160 160 160 SHEET 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 l6D 3 Of 13 15-146
MANUPACTURM-
TYPICAL 5ECTION5 5 AND C
AND ANCHOR 5CHEDUI F JUST SHUTTER IT INC
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C Fax;(772)G73-0588
ON TABLE BELOW WWW,JU5T5NUTTERIT.COM
3,3A •
= qa N
PRODUCT:
w
1/IB ESQ 5UPERNOVA
w c'r00 �l t EXTRUDED ALUMINUM
t = 18 ACCORDION SHUTTER
f- OPTIONAL .LARGE S SMALL
ANCHORS DESIGNED x IMPACTED RATED
2,2A tt AS PER SECTION B z 1/18
11 ,T ON TABLE BELOW a SECTION C
N
w w WALL MOUNT WITH ENGtNEE1MG:
a
TRACK 30R3A ENGCO INC. CAai16
SECTION B � .`ri HEADER OR 5SLL
BUILT-OUT ON s y 1/1B
5AVI , FL. 3 14
01
REVERSE ANGLE ^: ':1 EMBED, DAME• FL. 933!4
HEADER OR SILL .._.. .. .. _.`. _. .... ;>: +u>.t:. _.. ..._ Tel.:(954)585.0304
__.. crono _ _ _ _.. —• ENGCO@AOL.COM ._ .
.,of
1/4-14X
1/4-14X1' GR5 SDS'OR .: r �p�rrrf*.. E
1/4-20X1/2' HHMS W/NUT 3,3A s Q �• +�•..� ��
SPACED AT 12'13C
Q
No. 2609
;y ANCHORS DESIGNED S* 7t
AS PER SECTION C'
ON TABLE BELpN ST �*
MAX. BLADE SPAN 1N INCHES I,•�5,`S�aNl11. ���r��'
'r"�paera•Arrr'r
SEE ANCHOR SCHEDULE ON
SHEET NCHORANCHOR PACINGE MAXIMUM ANCHORAGE PRESSURE (P5F) BA5E0 ON 5PACING IN INCHES ON CENTER JUL 802015
ANCHORAGE SPACING 162 132 10$ 84 60 Eugmeerseal
kAA I B IBI I C I D A T662
C D A Al H Bl C A A Al B BI C D A Al R1551%8
Bi C .D Pedro DaRgmredo-FE 52609
14 40 -- 40 4 4 0 62 2 A 81 2 8 0 81 60 104 29 110 7 04 77 145 40 1 5 108 14 10
SECTIONS 12 40 -- 40 40 40 40 62 62 57 87 26 93 70 87 70 111 34 119 90 1112109 156 147 11601126 157 125 MIAMI DADEAPPROVAL+
B&C 8 40 26 40 0 40 40 62 62 62 93 39 93 87 93 86 124 5 124 111 124 111 160 71 160 156 160 155 P1tODUCT RBVISCD
6 40 35 40 4 40 0 62 62 62 93 52 93 93 93 93 124 67 24 124 124 129 i 60 94 160 1 fi0 160 160 ®pomptyka with the Tlodda`
4 40 40 40 40 40 40 62 62 62 93 76 93 93 93 93 129 98 124 124 124 124 160 137 160 160 160 160 BulldtagCbda
Acceptance
ryl Wo
o -013.03
MAX. BLADE SPAN 1N INCHES By
SEE ANCHOR SCHEDULE ON Mtem.D uct Cbnrynl
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5f
8A5ED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 1 162`—]- 132 108 1 84 60 DATE:04/07/2Q15
s 1, E I El IE EI E EI E El E E1 N
: A
14 40 31 62 38 87 46 112 60 157 84 SCALE:
CALESCALE: A PPMF
SECTIONS 12 40 6 60 62 4A 93 4 121 70 198
B&C 8 40 40 62 62 93 77 124 99 160 lac
6 40L 40 1 62 62 93 88 124 113 160 158
4 40 4D 62 62 93 64 124 108 160 151 SHEET DRAWING#:
40F I3 15-146
MMUPACFURER
ANCHORS DESIGNED TYPICAL SECTIONS D,f*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D—*�A---T AND ANCHOR SCHEDULE AS PER SECTION GH 1341 5W 5.MACFDO BLVD
ON TABLE BELOW I ON TABLE BELOW
ED) EDGE PORT ST.LUCIE
( (ED) EDGE FLORIDA 34983
DISTANCE
DISTANCE Tel.:(772)201-9919
�-EG E-1 I rax.(772)r.73-0588
WWJU5T5HUTTERIT.COm
1w LEG
#IDX3/4;2."R"'
TEKS 64
AT oc V/LEG PRODUCT:
T Fr�i, SECTION D
cnm I
IN5cT MOUNT W/
TRACK 2 OR 2A EW EDGE 2 5UPERNOVA
Ld, MADER OR SILL DISTANCE EXTRUDED ALUMINUM
ACCORDION 5hVTTm
LAFC-f 4 SMALL
ICL SECTION E w
1/IB ANGLE INSU MOIJNT 3: IMPACTED RATED
LHrADEROR51LL
1/4-14X 3/4' TEKS
15E
NCO
EDGE
D#
1,E
DISTANCE
r", E0,
2,--A
wSPACED AT 12'13C
CNGINCEFING:
SECTION Gfi ENGCO INC. cnaitG
ANCHORS DESIGNED m ADJUST"LE MOUNT 5595 ORANGE DR.201
SECTION
ON E t1MZR/ kVIE. FL. 33314
m AS PER Tel.-(954)585-0304
I d , ON TABLE BELOW- ENGCO@AOLCOM
3,3A
/4-14XI' GR5 SDS OR
/4-20XI/2' HHMS W/.NUT. E
SPACED AT IVOC
J E N
\o
No.. 2609
WZ
ST OF
3, A
jo,"
MAX. BLADE SPAN IN INCHES
L
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE IM,�4AXIMUM ANCHORAGE PRESSURE (PSP) BASED ON SPACING IN INCH E5 ON CENTERI
ANCHORAGE SPACING, 5*81
162 132 108 84 60 162 132 109 84 60 Fe&'.Do f'Wd,reb-ft 5260$
A B C D A c A B C D E E E E E
7 27 --A--
--6 22 2 33 - 20) 34 40 24 13 52 25 31 0 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL.
12 20, 36 -- 21 37 44 22 265 4-5 54 32 SO St 7 48 57 12 37 45 135—T1—'99--
45 — so 140 40 06 9 —
SECTION D 1 40 126 32 55 62 32 39 --6-7- 145 71 es a 40 62 78F3 106 14-9
40 1 40 135 40 ---- 93 PROVUCrRUVISP3D
62 43 5
6 2 9-0 64 115 —C 40 62 —T-24 160
40 1 40 1 40 140 62 62 62 62 — -- 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 'Jamplyingviidlhefladdo
— UD Coda
It -- 22 -- 26 -
27 34 319 24 23 43 51 131 30 60 71 44 42 27 3 41 52 73
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4 40 40 36 35 62 62 45 42 76 89
-- 2 1 23 1 27 -- -- 9 34 41 48 0 2 12 -- 2 7 35 4
20 4 2q_ 29 30 36 23 21 39 146 29 -241 30 L37 4 DATE:04l0712015
SECTION GH 2-3 .7 26 33 121 19 1 34 40 25 23 44 151 33 1311 1 !fil IQ 46 42 B '4 4' SCALE:MA
46 - -53-1 24J
6 1 6 -T--F9-1
6 -�Fl— 37 44 128 53 34 31 59 169. �5 61 -156 7 1 9
6 30 ��3 DE51GN BY:PPMF
4 Q 40 34 31 96 62 42 38 68 80 51 47 so 1103 65 60 123 141 91 84 4 38 47 57 74 103
SHEET DRAWING#:
5 OF 13 IS-J4G
MANUFACTURER;
TYPICAL 5ECTION5 G. F AND I JUST SHUTTER IT INc
AND ANCHOR 5CHEDLILE
~ 1341 SW 5.MACEDO BLVD
x _
-` 1/)B PORT 5T.LUCIE
FLORIDA 34953
a 1/I B o Q¢ SECTION I Tel.:(772)201-9919
w w a RFCE55ED MOUNT
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1 w ANCHORS TYPE � �
I_: ADJU5TAEHE MOUNT A, H, COR D
y SILL ONLY EDGE CLEARANCE(EQ SPACED AT 48'OC SUPERNOVA
I INTO CONCRETE-V(3000 PSI CONCRETE) EXTRUDED ALUMINUM
^'I INTO WOOD- t (EC) EDGE APPLICABLE FOR ALL LOAD
t CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
aid 3 CLEARANCE g
I .INTO METAL:2'(6ocsicpviM.atavnn A3csttzv 'LARGE 4 MALL
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STANDARD LOCATION - g ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G a AS PER SECTION GI ENGCO INC. uelic
ON TABLE BELOW '` (ED) ON TABLE BELOW
E[i✓
a
5595 ORANGE DR.201
w
I ~� - 1/18
DAVIE FL. 3.03 4
D1STPaSC I
z 5ECTION F Tel.:(954)565.0304
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.-- - --- --• .ALTERNATE CED) �-�I- � � � --� -�-" � a - � •A'TRACK INSCT MOUNT
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m �� IXEN,q /
W ANCHORS DESIGNED ,�•`Q V
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yN t
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N0. 2809
x f
N
i
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w
(ED) EDGE JUL 9 0 2015
DISTANCE w
MAX. BLADE SPAN IN INCHES
Enjer seal
SEE ANCHOR SCHEDULE ON -
Pedro De Pvduevedo
-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) 5A5ED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 08 84 60 162 132 108 84 60 MIAMI DADE APPROVAL:
A B C D A B C D A B C D A II C D A B C D s E E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCT RBV1sEA
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4 40 40 39 34 62 62 48 48 85 93 59 59 109 ]24 76 75 153 160 106 105 4 40 59 72 93 130
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1 28 34 1 21 35 2 -- 25 42 51 23 31 55 66 29 40 76 93 4l 55 16 35 43 53 1 68 1 95 1 pad odud Control
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 188_39 53 1021123154 74 12 40 58 70 90 127
G1 ORF :E: 40 40 30 40 62 62 37 50 85 93 45 62 109 ]24 58 79 153 160 BI 111 6 40 62 93 124 160
6 0 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 1601160,108 148 6 40 62 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:PPMF
SHEET DRAWING#:
6 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INC
JAMB AND CORNER SECTIONS J
OPTIONAL 1341 5W 5,MACE0013LVO
SEALANT
PORT ST.LUCIE
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tel.:(772)201-9919
IS NOT NECESSARY JAMB CL05URE 4' FROMS ENDS SECTION J I Pax:(772)673-0588
i! WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE WWW.JU575HUTTERLT.COM
r INSEE MOUNT
(X2) #10X1 SDS 1A
TOP AND BOTTOM —DK PRODUCT:
4,9A effD1TRACKS
IA 5UPERNOVA
If w EXTRUDED ALUMINUM
ACCORDION SHUTTER
a LARGE 6 5MALL
IMPACTED RATED
r
1 �
'Lcu
TOP•-TOP& BOTTOM TRACKS F—NG4O INC. CACit6
5595 ORANGE DR.201
DAVIE, PL. 33314
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1B
a
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A, B,'C ORD No 52609 '
— SPACED AT 24'OC
w
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w ca ea SECTION J2 C� 0 10�»o
sa
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BUILT OUT MOUNT �'rrr+aarnad
21 OR I I JUL 3 0 2015
010X3/4' SS SMS OR Ergmeer5erl
lA
SPACED
PAT 24OP VOCS SECTION J3 Pedro Defiguereda-PEs2ca9
CORNER CLOSURE MIAMI DADE APPROVAL:
> FRODUCTRP:VISGD
!I! s ��niur uw rlo,;ao
Aoaapianeexo 5-0513.03
� a�5ghJ9�jjJlonDalo o/t�
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DATE:04!07/2015
SCALE:NA
1 i 7 OR 7A DESIGN BY:PPNF
1B iB <19) PUSH BUTTON LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING No
7 Of 13 15-145
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK 5ECTION5 L
1341 5W 5.MAGEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
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Fax:(772)G73-0588
W WW.JU5T5HUTTER[T.COM
NOTE50UTTER CAN BE LOCKED FROM w
IN51DE OR OUT5IDE BY PLACING LOCK Z tv SECTION L
IN51DE OR OUT5IDE A5 REQUIRED. o t H LOCK BLADE SECTION
y N W " �.r CL05E P051TION PRODUCT:
JIM ylyf
0QW �, SUPERNOVA
y W EXTRUDED ALUMINUM
ACCORDION 5HUT'TER
L J LARGE R 5MAL L
IMPACTED RATED
ENGINEERING:
em ENGCO INC.
I 5595 ORANGE DR 201
1 18 DAVIE. FL. 33314
I B Tel.:(954)585-0304
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EXTERIOR KEY OR THUMB TURN ,¢ No 52609 ��e.
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5TA
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L .! Engmeer Seal
2 2-j Pedro De Pigoeuredo-PE 52609
MIAMI DAVE APPROVAL:
PRODUCTIt2VISCD
a as mnpiyinp with[IlePtm(du
BtutdiM Code
=pwwNo.,5-0 .o3
P�tpi l' o )9
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8 I
1$J
DATE:04/0712015
COMMERCIAL MORTISE LOCK W/ 5CALE:NA
EXTERIOR KEY OR THUMB TURN DE5IGN BY:PPMP
AND INSIDE THUMB TURN
I COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8
ID EXTERIOR KEY OR THUMB TURN LB SHEET DRAWING!):
AND INSIDE THUMB TURN
8 OF 13 15-14G
INSTALLED ON SHAPE 8
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT 1Nc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE IgA!5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLOFJDA34983
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.�u 7A WWW.JUSTStiUTrERfT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
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IN51DE OR OUT51OF AS REQUIRED. o F LOCK BLADE SECTION
W tj CLOSE POSITION 7A 5UPERNOVA
_J10 4 XTRUDED ALUMINUM
U)a W ACCORDION SHUTTER
H w LARGE 6 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A, 7 OR 7A ENGCO INC. CA61 tE
5595 ORANGE DR.201
u 7 OR 7A DAVIE. FL. 33314
I J Tel.:(954)585-0304
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1/4-20X3/4'THUMB SCREW
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE 1/4X1 1/2 PULL PIN It1/IIj11tr/////1j'•.
DRILL AND TAP.OPPOSITE INSIDE OR OUTSIDE ��`t �, DE F/�.4'
5 77 BLADE TO RECEIVE SCREW �`
6 33 �P. GEN,SF FI�'s
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INTERIOR OR EXTERIOR SIDE
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ECTION M LACK BLADE WITH
S
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7 OR 7A- IA �J
MIAMI DADS APPROVAL.•
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u1m 7 OR 7A y( .. EspF on Dale p/9
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DATE:04/07/2015
SCALE:NA
I I
DESIGN BY:PPMP
1H I� IB
SHEET DRAWING#:
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
WWW.JU575HUTTMT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK 5ECTION N
INSIDE OR OUTSIDE A5 REQUIRED. z N LOCK BLADE 5ECTION
2 CLOSE POSITION PRODUCT:
0tLd
3¢ti SUPERNOVA
L7 a EIRRUDED ALUMINUM
rn y ACCORDION 511UTfER
LARGE 8 SMALL
IMPACTED RATED
ENGINEERING:
c ENGCO INC. UEI:E
5595 ORANGE DR.201
1 IB
1B DAVIE, PL. 33314
22A Tel.:(954)585-0304
. .... . .. . .. . _ ... _. .. ENGCO@AOL.COM
22 ''rrrrrpanniaq��,�
6 228
No. 2609 _
ANCHORS TYPE * *_
A, B, CORD '0
SPACED AT 24'OCLIM
LAG lye i
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LOCK BLADE 5ECTION STARTER BLADE SECTION
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OPEN F05MON r,
JUL 3 0 2015
Pedro De Feer -
rquemedo-PE 52609
W
MIAMI DADE APPROVAL.•
a FRODUCrE&ISED
8wRQxPlauida
N
Aecqlare No 5.06/3.03
FapT ion Dot /9
ut 22A �D uc Contra(
22
1�
/ 1B22H
22AJ DATE:04/07/2015
22 SCALE:NA
DESIGN BY:PPMF
1 L
IH 1H 5HEET DRAWING#:
10 OF 13 15-146
TYPICAL BLADE ASSEMBLY MANUFACTURER:
BILL OF MATERIALS JUST SHUTTER IT INC
it
ITEM DESCRIPTION MATERIAL MANUF RER 1341 SW 5.MACEDO 13LVD
E 063-T6 ALUMINUM N.R. A. FLORIDA 34983
)2 13A PORT ST.LUCIE
16
IA 5TARTER BLADE 6063-TG ALUMINUM N.A.5.A. FLO (772)201.9919
WTLUNK CL 19 15 COMPOSITE BLADE 6063-76/UEXAN N.A.5.A.
l4 I C FLOATING STACK BLADE 6063-76 ALUMINUM N,A.S.A. F=(772)673A588
2 CEIUNGTRACK 6063-TG ALUMINUM N.A.5.A. WWIV.JU5T5HUTTERIT.COM
Im N 3 !'I lie WALL MOUNT TRACK GOG3-TG ALUMINUM N.A.S.A.
13A 2'WAIJ-MOUNT TRACK6063-T,ALUMINUM N.A.S.A.
� 4 'A TRACK 6063-TG ALUMINUM N.A.5.A.
5 REC SED CK 60 -TG AL INUM N A. .A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 606346 ALUMINUM N.A.S.A.
6A 60G3-TG WUMI UM A.S.A. SUPERNOVADER �I'– 7 UNIMATE LOCK BLADE WIO LP 6OG3-T6 ALUMINUM N.A.S.A. r7C{RUDEp ALUMINUM
7A UNIMATE LOCK BLADE LP 6063-T6 ALUMINUM N.A.S.A. 9MUDED SHUTTER
0,14 8 HD FEMALE LOCK BLADE GOG3-TG ALUMINUM N.A.5.A,
13-H 10X9'HH 8A HD MALE LOCK BLADE 6063-TG ALUMINUM N. .S.A. LARGE 4 SMALL
8B HD ADAPTOR MLLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW 9 t`JAMB C RE 6063 TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 6063-TG ALUMINUM N.A.S.A.
1(5'— 114-2X ANGLE r-063:76 ALUMINUM N.A.5.A,
II 1/8-2XANGLE 6063-TG ALUMINUM N,A,5.A. ENGINEERING:
.19 12 WITEL CARRIER PLATED STEED NriON N.ASA EALf^CO IR C.SILL 13 4IOX3'HN BLADE SCREW 410 STAINLESS 5TEEL N.A.5.A. L VvV4v1l11 ItVt.iLi
13A B10X2'HH BLADE SCREW 41O 5TAINLE5SSTEEL N.A.5.A. 5595 ORANGE DR.201
14 0.44'DIAM.FIAT WASHER STAINLESS STEEL N.A.S.A, DAVIE, FL. 33314
15 0.46.0 z 0.93"BUSHING NYLON N.A.SA _ 7e1.:(954)585-0304
16 OAG'0 z 0.65°WHEEL BUSHING I NYLON N.A.5.A. ENGCOQAOL.COM
14 111 14 -, 19 PUSH-BUTTOM LOCK
20 L/25N 3l8'WHEEL SPACER NYLON N.A.S.A. rrrprarrrrey wrr
15 1pgt u1 ~? 21• I/IV-IX2 IX2.5 IX4 1.5X3 ANGLES 6063-T5 ALUMINUM N.A.5.A, ,ip!1` E.F'
a 14 22• 5TD FEMALE LOCK BLADE6t163T AALUMLNUM N A.S.A `drw� BGG
13 !3A ISA-®10X2'HH 22A.• STO MALE LOCK 6063-TG ALUMINUM N,A5.A ¢`.tiC'"r'"\CE1y�q e /•�'Z
151ADE SCREW 223 . 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A.
410 STAINLESS STEEL * NO-52609
! 0.5000.40 .' *t
0.4 m 0.390 STATE OF
0. 'F�
0'396 R 44 0.03 tC OR "" t
d � bCj p "' ��NtrarPrr$rr
o atm -F -F ( JUN. 3 0 2015
n w o v o N 14.0.03'X 0.44'0
Q FAAPdSTEEL En neer Seald oV1 o T W�R ANCHOR SCHEDULE oDc Pigusrcedo-P
E 52609
I6- 0X,GS' I5-AGI0X,93'
0.50 NYLONN WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.D. MIAMI DADS APPROVAL,
20-I/2'0 X 0.36' A 114'ITW TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 I ROTWCt R 3Vt5SD
.NriON WHEEL. I4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 'u C"PlYinB With tho Flinide
SPACER A 1 !4° TAPCON I T CON BLO t. 5 Building Code
14°ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2,5 Aottptoncn No .o p1^
B 14-20X I ALL POtNT5 SOLED-SET INTO 3,0 KSI CONCRETE 0.875 3,0 �P oo Date /Q
B 1/4-20X I ALL POINTS 5 LID-SET INTO CONCRETE BLL 0 5 LSrr
C LAG SCREW INTO 5 WOOD t.50 M1ww" Control
12-WHEEL CARRIER D 1/4-14 SELF DRILLING SCREWS INTO 18°STEEL OR ALUMINUM 0.75
57AMPED SS WITH -•• '
O NYLON WHEELS E 114'CME-FLEX 554 INTO 3000 PSI CONCRETE !,75 3.0
�s E 1 114'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P5q 1.25 3.0 DATE:0410712015
wm: ED,EDGE DISTANCE SHAM BE WrOW WAIL DRESSING 5CALE:NA
w +EW�a iii CRMrVa rLirsi14 CAaBeU5EDinRol=O'114'U.G�v3 DEIGN BY:PPMF
-- o
1--1,24–I
SHEET DRAWING N:
!I Of 13 15-146
511UTrEP,COMPONENTS MANUFACTURE-
4.56 -3.92 JUST SHUTTER IT INC
4,54-
4.00 -a 23- a46
4.08
'n 0.fit-2.65 134 1 SW 5.MACEDO BLVD.?
PORT ST.LUCIE
ca i.24 19-
a 97 S FLORIDA 34983
. 1
C3 L 2 01 Tel.:(772)201-9919
-17
3,21 d Fax:(772)G73-05W
0. 23 1 B.COMPOSITE 1.49_ T dWWW.JU5T5V.UTTE&T.COM
I-0.05°ACCORDION BLADE (U ALUMINUM/LWN BLADE 2.04
LEX&N POLYCARBONATE APPROVED 7A-UMMATE W/LF
AS PER ROA 13-0717.01 7-LIARMATE W IP LOCKING CLAM a 41
I A-STARTER,BLADE XL 1 02UV LOCKING.BLADES H PKOOUCT:
4.61 0.51 2.31 SUPERNOVA
-0) i,7T Si cv m ai, EX[RUDED ALUMINUM
4,08 65 1 1.56 CS d ACCORDION SHUTTER
07
LARGE 4 SMALL
IMPACTED RATED
0
C3 6B-ADAPTOR FILLUR
wo USE MTH a AND&A
I C-0.05'FLOATING STACK MADE 6 al Z 4
16,
1.99 ENGINEERING:
o j �L I � 1---- ,
L
2-INSET TRACK W/RG OPTIONAL 0
HEADER/SILL MOUNT cj5- --- 3.00- ENGCO INC. CAST t6
B,64 5595 ORANGE DR.201
0.132.1-INSET
Fog -08 0.60 DAVIE, PL. 33314
2.1-INSET TRACK W/O KG 8A-MALE HD
AL R IE CALK HEADER/SILL MOUNT LOCKING BLADE Tel.;(954)58"304
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AJ)'-INTNEX 8-FEMALE HD
m LOCKING BLADE WGCO@A0j COM
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APPLICABLE 10 3.83
3A AND 3A.I
-1 REcE55eo TRAzr
0 E
+ 60 SILL MOUNT ONLY 0 j
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77
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0.86 o.. 2609
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-A
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0.61 - 21. L� d4. STA
1j t --T
17 Tz.
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OPTIONAL 9B-HD AMD CLOSURE
3A-2'BUILD-OUT TRACK ir '
HEAD fR/SILL MOUNT CL 6 /om
6 is
Ni- I a•06
1 108-110
110 Am ---- ----It I -
r-OR - 3A.1.2-BO TRACK W/C> 2.70
59 0. V-10.61 RAIN GUARD(RQ) 22-FEMALE 511) 22A-MALE 5TD 22B-LOCK=mR.INSERT 9-11"a CLOSURE JUL 80205
RG LOCKING BLADE
3-0/1kBUILT-OUTTRACK OPTIONLOCKING BLADE
OPTIONALHEAD4915ILLMOLINT Pedro De rque-redo-FE 52605
3.)-1'//J*Do TRACK WID 0.125 0.25 3.70 MIAMI DADE APPROVAL:
RAIN GUARD U-G) 2.43- -?.07- � - 1-- 9A- JAMB CLOSURE PRODUCIIIIEVISED
0.86 L 91, 09 F- %ridi the Flurida
101"Coda
T Amqtmxe No _C' Is.*,g
0.86ru' EXO 117
JM 61 c3 -T C5 �Ek
7-1 X< T P I-I I I G-THICK�NGLE5
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GOGS-TS ALUMINUM •confro
.4 ALLOY
d vs 510E CLOSURE USE ONLY
ri o
0.7
d 0.Ili--2-01 0'07 -3.36 DATE�04/07/2015
2.23
T� GA-ADJUSTABLE MALE SCALE:NA
95 1.13 1.29 G-ADJUSTABLE FEMALE -_'11;'-..-
3
DE516N BY:PPMF
3.37 HEADER/SILL MOUNT HEADEW SILL MOUNT
4-W TRACK
I I-1/6 THICK ANGLES 10-)/4'THICK ANGLES SHEET .DRAWING#:
SILL MOUNT ONLY G00-TG ALUMINUM ALLOY G06346 ALUMINUM ALLOY 1. OR 1.51 12 Or 13 15-146
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
BETWEEN WOOD TRUSSES PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JUST5HUTTMT.COM
0.63 0.62 5.00 —I
1.251,25--}+-l.25 � I�
I � PRODUCT:
N
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS SUPERNOVA
WITH 2' MINIMUM I14-X5-6063-T6 ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
. LARGE 4 SMALL
5.00 IMPACTED RATED
cu
1/4'X5' OR 1/8—X5' 6063—T6 6T ENGINEERING:
2.2A ALUMINUM PLATE SECURED TO I o
Y RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. CA 6116
3 1 SEE TABLE BELOW FOR SHUTTERni
w em SPAN & PRESSURE 1/4712'X5°6O63-T6 ALUMINUMJANGLE 5595 ORANGE DR 201
y DAVIE, ) 5-03333 4
1/4'-14X 2' SELF DRILLING SCREWS _ _ _ __ -, ..-. Tel.:(9S4)585.0304
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Hwa ANCHOR TYPED FOR ANCHOR SPACING . E•F�n�-s
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t° No. 2609 x 0'
=_5.00
STA F r
0-F l/8715.6063-T6 ALUMINUM PLATE w��4ti Aj 0 Ca'.'�\�(VJ�,
ALLOWABLE DE51GHED PRE55UPE5 ALLOWABLE DESIGNED PRE55URE5
FOR 5EC ION X W1TL1 1/4'ALUMINUM PLATE FOR SECnON X WITH 110 ALUMINUM PLATE
BLADE MAXIMUM DE51GNFD BLADE MAXIMUM DE5IGNED �5.00�
SPAN PRE56URE P5 5PAN PRE55URE PSF �I JUL 0 2015
IN BLADE I BLADE I B (IN) BLADE I BLADE 15 o� Engineer 5e21
60 ±159 ±159 60 599 ±gg Pedro Dc Figuwcdo-PE 52609
72 ±132 ±132 72 '582 ±82 ALTERNATE 7O PLATE o
118'X27(5°6063-76 ALUMINUM ANGLE
84 ±113 ±113 84 ±71 ±7 I ni MIAMI DARE APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 ± 88 ± 88 l08 55 ±55 PBObUClgSVIs80
+
126 ± 68 ± G8 126 -"47 ±47 Beilding Complying the Florida
l3miding Code
132 ± 62 ± 61 f 32 ±45 ±45 Aeaptanceh3o) -1613.03
144 +48,-52
+45,-47 144 141 ±41
162 1+30,-40 1+28,-33 162 ±30 +28,-30
MMWzu Ondoy ua Conf oT
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/0712015
SCALE:NA
DESIGN BY:PPMF
I
SHEEF DRAWING!E:
13 OF 13 15-146