HomeMy WebLinkAboutProduct Approval MIAMI-DADS MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA ; •miamidade.EOV/economx
Just Shutter It,Inc. w
1.341 SW S.Macedo Blvd. MAR 2 3 2017
Port St.Lucie,Florida 34983
PERMITTING
SCOPE: St. Lucie County, FL
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 Miarm Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Dra%ving 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 914-0708.05 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 IHelmy A.Makar,P.E.,M.S.
/ �, NOA No.15-0513.03
MF
MIADAUECOUIVTY <<��� Expiration Date:08/I4/20I9
Approval Date:08/27/2015
08/2 7/?w 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 I through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I 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
5UPFKNOVA JUST SHUTTER IT INC
1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER PORT ST.LUCIe
LARGE MISSILE IMPACT RESISTANT Tel.:(772)42039919
Pax:(772)G73.0588
WW W,JUST5 HUTTCRlT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
I-DEFINITION:THIS PRODUCT iS AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND PRODUCT;
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PKOTEC71ON FROM HURRICANE FORCE WIND5 51JPER.NOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL M1551F)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PPE55UU-9 AND LIMITATIONS STATED IN THI5 APPROVAL, ACCORDION SHUTTER
LARGE 4 SMALL
2-COOS:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING;A PERMANENT LEGIBLE DECAL$HALL BE PLACED AT A READILY V151BLE LOCATION STATING '
THE FOLLOWING:
L..NGCo INC. CA611C
*JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: 5595 ORANGE DR.201
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER DAVIE, FL. 33314
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' _ Tel.:(854)885-0304
SHEET DESCR7PftON' PNGCOQAOLGOM '
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED by
I TABLE OP CONTENTS.GENERAL NOTES,USER INSTRUCTIONS 1'''�
PROFESSIONAL ARCHITECT OR ENGINEER POR EACH SPECIFIC PROJECT,THE CALCULATED DESIGNED
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE
USED. 2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE 1. I A AND GLA55 'I
SEPARATION TABLE 2 a•'q
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 5HALL BE MADE OF GOG3-TG OR AS NOTED. N0.5 609
3 TYPICAL 5ECTION5 A.B 1.B2.53.54 WITH ANCHORAGE TABLES
G-rA5TENER5:'A55EMBLY SCREWS AND ANCHORS 511ALL BE AS SPECIFIED M THE CURRENT 5ET OP 4 TYPICAL SECTIONS B 4 C WIT71 ANCHORAGE TABLES = STAT F ��
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. `
7-USE:it SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT QR 5 TYPICAL SECTIONS D.E 4 GH WITH ANCHORAGE TABLES ENGINEER Or RECORD
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED(NSUR)NG PROPER 6 TYPICAL 5E'CTIO145 F.G 4 I WITH ANCHORAGE TABLES N reaarrrrr����
ANCHORAGE. JUL 8 0 2015
7.2-THE SITE SPECIFIC PROJECT CRITERIA.5UCt-VAS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS')"
REQUIREMENTS,DESIGNED PRESSURES ETC. Engineer,Seal
THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT:. 8 LOCK MALE 4 FEMALE 5ECTIONS'V Pedro De Pigue:redo-PC 52609
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN Or THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL.•
FOR THI5 PRODUCT APPROVAL,HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS`N' FRODt10'FLEGVISI:D
a comFlyingwllh Iho Florida
I t BILL OF MATERIALS.ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Boding OD&
AoceplurwNo ..0 3.03
i Io'1"' 0
U5ER INSTRUCTIONS- 12 COMPONENTS IQ
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 9F DETAILS du¢I Co1Nto
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A.
&VERIFY GLASS SEPSEPARATION ON E TALE 2 IF APPLICABLE. DATE:04177/2015SCALE:NA
DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE5SURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRE55Uk FROM ITEMS 2 AND 4 ABOVE MU5T NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING N:
PRESSURE FROM GENERAL NOTES 4 1 01'13 15-146
MANUFAMMR.
JUST SHUTTER IT mr,
TABLE I TABLE I A INTERIOR I EXTERIOR 1341 SW S.MACEDO BLVD
MAXIMUM ALLOWABLE! #I BLADE
MAXIMUM ALLOWABLE #I R N I B BLADES FORT ST.Lucie
SHUTTER.5FAN X FRES50RE 511UTTEK SPAR X PRESSURE 1-\ 100* FLORIDA 34983
Tel..(77R)201-9919
BLADE SPAN PRESSURE(PSF)
BLADE SPAM PRE55URE(P5F) ALL ALUMINUM BLADES Fax:(772)G73-0588
INCHF5 P05 - N156 INCHES 5 NEG WWW.JUST5tiuTrEpiT.COM
GO -Tz— —1145-
66 158 158 GG 158 156 INTERIOK I WERJOR
72 144 144 72 144 144
78 133 133 78 133 133 PRODUCT*
84 124 124 84 124 124 INTERIOR/EXTEMOP 6j
90 TTZ.— I it. 50 Ti—G I I r. 5UPEKNOVA
9G to&— 108 9G 105 108 1 1 1-1 COMBINATION WRUDeD ALUMINUM
104 100 -FO-4 LOW ALUMINUM/LEYAN BLADES ACCORDION 5HUTITR
100 100 100 BLAM CAN M Aft"GED Ri NIAW LARGE 4 SMALL
108 sa 93
—F IMPACTED RATED
120
83 3— TT4—--83——63—
120 75 75 120 75 75 INTE NOR Vx(TMOR
129 go —ZF— -I-OG— GO 68
132 62 62 132 61 61 ENGINEFRING:
138 57 T3_8 53 53
t E57 � 1
144 46 2 Tj 4-4 45 1 47 INTERIOR/EXTERIOR fxrmOK ENG'CO INC. challc
150 41 48 150 5595 ORMGe DK 201
I62 30 i 38 42 DAVIE, FL. 33514
30 40 .2 Tat.-(9541$85-0304
ALC LOM BLADES ENrCO@AQLCOM
NOTfS;
I-ACCOWO!4 SHUTTER ADE SPA"(INGMS)MALL COWMONS
S-LIWAK MT&I'MrON 15 A=rrAaLE PM 0=14 WMV LOA65 AND MW SPAN VMWrN
TABMATEd,VA!br!S.
m INTmop EXTERIOR
DE F/,
...........
V-Se YAME 1AMIN ONCORMOftT&E faSLADEIS V5M
MADE REVERSED INSrAUATION tS AVOWED MAIL MOUNME)COMMOM
1% Etia
2NIN
TABLE 2
No. 26509
MINIMUM 511UTMR SEPARATION FROM GLAZING
TYPICAL ELEVATION "CAL CK055.5ECTION STAT IF
TOP TRACK
GLAZING SEPARATION (INCHES)
......
BLADE T)Te
BLADE SPAN
<-GO' <=10 ' <-I G2'
U ALUMINUM 2' 23/41 3.125* JUL 3 0 20
< suss ALL ELEVATIONS enjmmr Seat
z< sawwtm Pedro De PSveArc4o-File 596M
C3 3.LEXAN 31 3-
WWI DADE!APPROVAL:
MODUCTREEtvispl)
<1 < LMN 2118' 3- T w oamtolying ooith the Florida
klxSia >30F ELEVATION SWIdbe Code
AooepeDEotto 5-05/3.03
NOTES:
I-SEPAPAnom fROM GLA704 AM"SHALL Of VZA5tfKM fMM
GLAZING SURFACE IG Tft 04MCK N405'r UMV OR L=%KFAM
2.GLASS 5EPARAT)ON 15 APPUC"Lf I'm me H"mowp=No 4conflo
MWAOADEC4DU
WIltol 5tlVMK 13 ASSEMBLED 1MM b=TIM OF CLADES ThC
Lim .1 LAP4f5f GLA55 WA KAMM SHALL APPLY.
A.8,61,82.$3,D4' - - I DATe:04/07/2015
MTTaM TRACK SCALE:NA
DL51GN BY:PPMF
S14UTTER WIDTH (Sll) �
NO LIMITATION
SHEET DRAWING#:
2 Of 13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 A,B 1.52,133.154
AND ANCHOR5CHEDLILE - -' 1/Ia JUST SHUTTER IT INC
1/4-14X1' GR5 SDS DR a z� 010X3/4' TEKS
5ECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341*SW 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w 0 PORT ST.LUCIE
HEADER OF BILL Is FLORIDA 34983
OPTIONAL Tel.:(772)201-9919
2,2A-, 11 �- n0 ILLI JIIV 6 ADJ5U5`TABLE ION TRACK Fax:(772)673-0568
s 1 ON REVERSE ANGIE WWW.JU5T5HUTTERIT.COM
m EMBED, w SILL ONLY
M S � .•a°.r:ice:.
ANCHORS DESIGNED PRODUCT:
(wffni;; 6A AS PER SECTION B4
ANCHORS DESIGNED 'zy 10 T ON TABLE BELOW SUPERNOVA
_ a AS PER SECTION A r fi c EXTRUDED ALUMINUM
H Z 1/1B ON TABLE BELOW ACCORDION 5tIUTTI-R
¢ I/4-14X1' GR5'SDS OR LARGE 45MALL
= ti 1/4-20X3/4' PHMS N/NUT _ IMPACTED RATED
W SPACED AT 5'DC EMBED.
5ECTION B I
1/I B A°TRACK CL
REVERSE ANGLE i; ENGINEERING:
SILL ONLY -' ENGCO INC. UCI:6
cam is 'r`'"'' ¢ I/I B 5595 ORANGE DR.201
X a DAVIE, I 33314
f ANCHORS DESIGNED h SECTION B3
_ w Tel.:(954)585-0304
v AS PER SECTION H1 w 010X3/4' TEKS _ —
q .. .. _. .._...... . . ADJUSTABLE ON - ENGCO@AOL.COM
G F ON TABLE-BELOW - ¢ AT 12' OC STD.ANGLE
Y h ~ J
4 Wq i .: it• SRL ONLY 1'o�ppuoipp��.
j; ANCHORS DESIGNED qp, Q ...DE f'�/.J,'t1,�
1/4-14X1'.GR5 SDS OR x2 w 16w AS PER SECTION H3 ���`.:�` ��C gSF y
1/4-20X1/2' HHMS W/NUT EMBED. �- 1' `Ya ON TABLE BELOW �•,'Qv :
SPACED AT 12'11C _ �' W^. No. 2609 {
_ •Y - .. NGy L lC -
-� I 6A 9� STA F
41
y10 '�j EMBED
La cwt ANCHORS DESIGNEp yss�0 ����0
s ¢ 1/LB i ' AS PER SECTION B2 1/4-14X1' GR5 SDS OR �y"'f�rodes$"
own 16 ;' ON TABLE BELOW 1/A-20X3/4' PHMS W/NUT
�_ OPTIONAL 6 SPACED AT 5'OC JUL 3 0 2015
p~. cw �• "q Engineer 5cal
_ MAX, BLADE SPAN IN INCHES
y I. Pedro De Fgueircdo-PE 52609
4 I1 ':i—EMBED. SEE ANCHOR SCHEDULE ON �ON
HORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE BING IN INCHES ON CENTERMIAMI DAVE APPROVAL:
SECTION B2 ANCHORAGE SPACING 16 108 84 60 PRODUCI•RDVISDD
1/4-14X1' GR5 SDS OR y •q TRACKON s EI E E1 E E EI E E1 *5rm*yingw(IhamFioddo
1/4-20X1/2' HHMS W/NUT 8deli gCode
SPACED AT 12'13C STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Aeceplrx;o No► - S 03
SILL ONLY SECTIONS 2 40 36 62 44 93 54 160 70 0 98 Bupi (on Dale o
A.B1,B2. 8 40 40 62 6 3 81 124 1051,60
51 0 146
83,84 6 40 40 62 62 93 93 124 1 4 160 160 M(an Cmtrol
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5 F) BASED ON SPACING IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 1 132 1 108 84 60 SCALE:NA
AIA1 III IBI IC iD I A Al B BL C D A Al 11 Bl C D A All-B-1111 C D A Al B B1 C D DESIGN BY:PPMF
SECTIONS 14 40 -- 4 0 40 62 -- 62 9 62 49 �313'
6 92 60 116 9 124 77 118 77 1 0 40 16 108 16 1012 40 -- 40 40 40 40 62 21 62 S7 62 57 6 93 70 93 70 124 34 1249D 124 89 1 0 47 160 126 160A B1,B2 8 40 6 40 4D 4D 4 6 32 6 62 62 62 93 93 93 93 124 51 124 1241 4 124 160 1 6D 160 16 16B3,B4 6 35 40 40 40 40 6 43 62 62 62 62 2 93 93 93 93 24 67 1 4 124 124 12 160 94 160 160 160 160 5HEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 16P I 93 179 193 193 193 193 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
i
' MANUPACTURER:
TYPICAL SECTIONS 13 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INc
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tei.:(772)201-9919
AS PER SECTION C Pax:(772)673-0588
_� DN TABLE BELOW WNNJ,JUSTSHUT7ERIT.COM
3
z , A
3ti
w �}� PRODUCT:
i 1/iD ^ 7t
a
'j RQ 5UPERNOVA
I
nwoo cmo 16 .1 _ _ EXTRUDED
CORDION SHL TTIM
-t .TARGE G SMALL
1 t- I OPTIONAL
H Ya 1� ANCHORS DESIGNED IMPACTED RATED
2,72 t1 ft kt AS PER SECTION D i/7B
} �'
ON TABLE BELOW CL 5ECTION C
VI
�+ w w WAIL MOUNTWiTH ENGiNEERlNG:
~ HEADER ORSiLL ENGCO INC. ...,.
a
il
l �*: H 1/18 5595 ORMCE DR.201
,} EMBED, DAVIE, PL. 33314
+;.•><� Tel.:(954)585-0304 _
._._. .._ ..-.. .. .. a _. ., .... .... . ...
_. ._.... [hm
.. _.. —'- ENGGOGAOLCDM .
ty/tpnut.a..y.
1/4"14X1' GRS SAS'OR .. 4r X00 P`N;, F�f—%.
1/4-20X1/2' HRMS W/NUT 3,3A g Q 4�
SPACED AT 12'OC �4Q �tCEN88_
r�r 't7tNo. 2609 _
A ANCHORS DESIGNED IC
{ AS PER SECTION C' .p Ar
ON TABLE BELOW 8 ki
MAX, BLADE SPAN IN INCHES `'•y4NpL��t;,+�'�
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) 5A5ED ON SPACING IN IN CHI'_S ON CENTER JUL 802015
ANCHORAGE SPACING 162 132 108 84 60 Engineer Seal
A Al B BI C D' A Ai B $1 C D A At B $1 G D A AI B $1 C D A Al B $1 O D Pedro De Ptguuredo-FE 52GO9
4 4 -- 40 4 40 4 62 1 62 4 4 81 2 8 0 1 60 104 2 110 7 1 4 4 1 1 14 10
SECTIONS 12 40 -- 40 40 40 40 '72-21 62 57 62 S7 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DARE APPROVAL:
B&C 40 2 40 40 40 62 3 62 62 62 6 93 39 9 87 3 86 124 51 124 111 124 117 160 71 160 15 160 IS PIIODUCTR8V15DD
6 40 35 40 40 40 0 62 43 2 62 2 62 93 5 93 93 93 3 124 67 1 4 1 4 124 124 160 94 1 0 !60 160 760 wmwptftwith the i7otida
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160
Building Coda
Aeoeplance NoG5 a51 xo3'
Bxp tonlA:to 0�9
MAX. BLADE SPAN IN INCHES By
SEE ANCHOR SCHEDULE 13NMiamlD uctCnmrol
SHEET 11 FOR ANCHOR TYPEMAXIMUM ANCHORAGE PRE55URE(175F)BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING I62' 132 1 108 84 1 60 DATE:04/0712015
s E -I E El E ES E E1 E EI SCALP:NA
14 40 31 62 38 87 46 112 60 157 84 DE51GN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 12 7 160
S&C 8 40 40 62 62 93 77 124 99 760 138
6 401 40 62 62 93 88 124 113 160 158
4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING N:
4 OF 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL SECTIONS D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION 0 AND ANCHOR 5CHEDULE AS PER N GH
ON TABLE BELOW ON TAABLEBLE BBELOW 1341 ST. 5, II! BLVD
., FORT 5T.LUC12
FLORIDA 34983
(ED) EDGE W (DISTANCE pax .�72))201-9919
DISTANCE 673.0588
1:1f
ED. E0.
6A NMN✓.JUSTSHUTTERI ,
W.,LEG
7R IMMED
m 2,2A N sA
F
#10X3/4' TEKS ViLEG PRODUCT:
N AT 12' oc /-TRIMMED
SECTION D SUPERNOVA
s �D--- IN5Ef MOUNT W/ (ED) E;DGE 2 EXTRUDED ALUMINUM
TRACK 2 OR 2A
ORDION 5hU1TM
w LIZ
HEADER OR SILL DISTANCE A�jp 5MALL
H SECTION E i IMPACTED RATED
y I/I B ANGLE INSET MOUNT a'HEADER ORSILL w 1/4-ED 3/4' TEKS
SPACER AT 12'OC
ENGINEERING:
SECTION GHENGCO INC.Ay ADJU5TAW-MOUNT 5595 ORANGE DR.201
HORS DESIGNED HEADER/SILL DAVIE. FL. 33314
PER SECTION E - - NGC COM
_........ - __.. ON TABLE BELOW E
Tel.:(95A)585-0
_ O®AOL
N
= N 3,3A I/4-14X1' ORS SDS OR - ,,,,,aa�pnuaaia,Ma'••. .
0 I/4-20X1/2' HHMS W/NUT.
r �;,...E F,�F+4y
SPACED AT 12.00 4?C,Q +�b� ENSF
W �11 No.' 2609
S =
.., v=i ¢a 1/IB' S.p STS F
�s��Fss; oato
11-;.......,.
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON JUL 8 U 2015
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRgmee
PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER Err5eal
162 1 132 108 1 84 1 60 162 132 108 84 60 Pedro De Figuemedo-PE 52609
A B C D A B C D A B C D A 8 C D A C D s E E E E
16 22 7 - 33 -- 2D 34 40 20 24 4 25 31 0 72 36 43 16 28 34 41 53 74 MIAMI DADS APPROVAL:
12 30 36 -- 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 71 99
SECTION D 8 40 40 262 32 39 67 0 40 48 86 103 51 61 121 145 71 86 6 40 6-2 8311061149PRODUCTRUVISE3D
6 40 40 3562 43 52 90 93 3 641151124168 62 160 160 95 115 6 40 62 93 124 160 n7 complying with tho Florida
4 40 40 404006262 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 1124 116U Building Coda
AcccrimroNo 5 05 .03
11 2 2 26 27 2 41 26 4 49 58 36 34 11 22 27 33 4 60 6aplm f°n Date o /9
9 22 26 - -- 27 32 20 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 5 3
SECTION E 8 25 3ny
0 - -- 31 36 22 38 44 27 26 49 57 35 33 68 80 49 47 O 30 37 46 2
6 34 39 24 23 41 48 30 8 SD 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 7 U1hm1 docl Cbntto
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 0 1 48 30 28 . 12 -- 22 27359 DATE:04/07/2015
9 2024 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 5CALE:MA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 4 3 7 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 5 46 53 3 1 59 6 . 43 40 82 96 61 '56 6 37 45 55 71 9
4 40 1 40 134 131 56 62 42 38 1 68 80 151 47 88 103 65 160 1 123 144 91 84 A 38 47 57 74 103
SHEET DRAWING N:
5OF 13 15.146
MANUFACTURER;
TYPICAL 5ECTION5 G,P AND I JUST SHUTTER IT INc
AND ANCHOR SCHEDULE
13415W 9.MAGEDO13LVD
1/iH
' } PORT 5T.LUCIE
Zi w' FLORIDA 34983
x SECTION I Tel.:(772)201-9919
(n w ¢a UCE55ED MOUNT
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#10X3/4' TEKS
y
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SECTION G ao ANCHORS TYPE
ADJusTaeLe.MouNr A. B, c OR n SUPERNOVA
SILL ONLY EDGE CLEARANCE(EC) �; SPACED AT 48'OC EXtRUpED ALUMINUM
I INTO CONCRETE-4'(3000 P51 CONCF= APPLICABLE FOR ALL LOAD
a INTO WOOD-2 1!2'(WOOD 56:0.55) i( (EC) EDGE ACQORDION SHUTTER
CONDITIONS FROM TABLE 1
I .INTO METAL:2(c0caTr ALMMA5IMA5C5)W CLEARANCE 'LARGE 45MALL
IMPACTED RATED
I
(ED) EDGE
•,z, t't'a)t•.e: DISTANCE
STANDARD LOCATION ;=w,. y 21. \ ALTERNATE LOCATION
ANCHORS-SPACED ANCHORS SPACED ENGINEERING,
AS PER SECTION G w AS PER SECTION G1 I-NGCO INC. cAenc
ON TABLE BELOW v�(DCBi) w ON TABLE BELOW
5595 ORANGE DR.201
))STNSE -1 1/IB DAVIE. FL. 33314
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.... .... ..-.. ALTERNATE (ED) •-._.f ..... -- - a - - -- --...., •A"TRACK INSET MOl1Ni ---.. .. .. _.... T ENGCOI�A.
EDGE DISTANCE 1 w SILL ONLY 1�pi� ...,.IV
w ��
W ANCHORS'DESIGNED EH,pb �•t
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. _ L NO 2609
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i 4 ?
STA OF
x 1�� I j+ •8/ONAL
(D STAN EE JUL 8 0 2015
MAX. BLADE SPAN 1N INCHES
eflglllCer Seal
SEE ANCHOR SCHEDULE ON Pedro De Rgoe:redo-Pe 52609
SHEET II ,FORANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON 5 P A C I N G IN INCHES ON CENTER
ANCHORAGE SPACING 162 •132 108 84 60 162 132 108 84 60 MIAMIDADEAPPROVAL
A H C A B C D A H C D A B C D A B C D s E E• E E
36 4S 2 16 -- 21 26 33 46 PROBUCTRBVI3BD
We6O2
-- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 aeaatplytnSNNh rho lRoddn
SECTIONG 8 28 33 20 20 24 42 50 30 29 54 64 38 38 76 9 53 53 8 34 42 51 66 92 BWldingCode
6 38 40 2 26 32 56 67 39 39 73 66 51 50 102 12 71J70 6 40 56 68 88 123 `05"oS/S.o3
4 40 40 39 39 48 85 93 59 59 109 124 76 75 153 160 106 ]OS 4 40 59 72 93 130 tenDNe " �/9
1 4 1 21 35 42 5 42 51 23 31 55 66 29 40 7 93 41 5 16 43 53 95 M4m1 Pao oduG Cmrtrot
SECTIONS 12 36 40 20 27 46 56 25 34 57 ml
41 73 BB 39 53 102 123 54 74 1 40 58 70 90 127
010RF 8 40 40 3D 40 62 62 37 50 85 62 109 124 8 79 1 3 160 BL )11 8 40 62 93 1124 160
6 40 40 40 40 6 62 49 62 93 B2 124 1 4 77 10 160 160 1 8 148 6 40 6 93 24 160 DATE:04/07/2015
4 40 4D 40 40 62 62 62 62 93 93 1241124111K-124 16011601160-160 4 40 62 93 124 160 5CALE:NA
DE5IGN BY:FFMF
SHEET DRAWING 9:
6 OF 13 15-14G
MMUPACTUREF.
TYPICAL HORIZONTAL
JAMB AND CORNER 5ECTION5 J JUST SHUTTER iT INC
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PORT ST.LUCIE
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INSET MOUNT
(X2) #IQXI SDS IA)
9,9A _TOP AND BOTTOM PRODUCT:
TRACKS
1A 5UPEfRNOVA
EXTRUDED ALUMINUM
ACCORDION SmUrrep
LARGE t SMALL
or IMPACTED RATED
ENGINCEFINGz
TDP BOTTOM TRACKS ENGCO INC. CA811C,
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)585-0304
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too
E P14"
ANCHORS TYPE
A
'C OR D No 526099
SQCh AT 24'OC
C ED) EDGE
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JAMB CLOSURE
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21 OR I I JUL 3 0 2015
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—IA3/16- PUP RIVETS
w SPACED AT 241OC SECTION 13
Pedro Da hemreda-PC 52609
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>
It PRODUCTIRRVISED
w wa%plying with dw I'lorida
Building Cbeu
DATE:04/07/2015
SCALE:NA
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LOCATED ON ACCORDION
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5HEET DRAWING III.-
L 7 OF 13 1 15-14G
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T PICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INc
HD LOCK 5ECTION5 L
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
PLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WW W.JUST5tiUTrERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM �N
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W
W
EXTRUDED ALUMINUM
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L , LARGE R 5MALL
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1 5595 ORANGE DR 201
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MIAMI DADE APPROVAL:
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FRODUCTR{VISCD
N
a c ligno,v(lh tile FWdu
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8 8A 1 8 tl.mi pad ucl omro ��
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DATE:04107/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
AND INSIDE THUMB TURN
t COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1g EXTERIOR KEY OR THUMB TURN
IB SHEET DRAWING N:
AND INSIDE THUMB TURN
INSTALLED ON SHAPE 8 5 OF 13 IS-14G
MMUPACTURER;
TYPICAL HORIZONTAL
UNIMATE LOCK 5ECTION5 M JUST SHUTTER IT In
LOCKING PINS A
PPLICABLE
1341 5W 5.MA
CEDO BLVDONLY AT OPEN POSITION FORT ST,LUCtETO SECURE STACK FLORIDA 34983
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KU 7A Fax:(772)G73-0558
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NOW:5HUTTER CAN 15F LOCKED f-PO—M
NOTE:
_ "
FIN510r:OR.OUT510C 13Y PLACING L=
INSIDE
OF,OUT
57
N DE DI A.� t+i5ECTION M
=1DE OR OUTSIDE A5 REQUIRED. E3,- '5 1 - PRODUCT.'
(4rw LOCK�IULAD?SWTION
.P TION
CLOSE FOSMON A 7
4 SUPERNOVA
EXTRUDED,ALUMINUM
ACCORDION 5HUTTEK
LARGE 4 SMALL
IMPACTED RATED
fNQNtMNG!
cyo 7 OR 7A 7 OR 7A IfNGCO INC.
7 OR 7A 5595 ORANGE DR.201
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11 Tel.:(954)505-0304
l/4-2DX3/4'TI1UN9 SCREW fNGCO*AOL.00M
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INTERIOR
LL AND TAP OPPOSITE FULL N
DRI I/4XI M PIN
6
36NBLAIIE TU RECEIVE SCREW 114SIDE OR OUTSIDE DE F1
(19) PUSH BUTTON LOCK'
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• {?PEN
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LOCK BLADE WT" STA F
M
_CK
oj�
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ANCHORS TYPE
f-7 OR 7A A, B, C OR 1) JUL 8 0 2015
SPACED AT 24'13C
c fm3incer 5cil
Z4 Pedro Da Y'.gmrcdo-PE 52609
7 OR 71,
S
"I SCREW
CW
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TER"SIDE
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TA
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MIAMI DAM APPROVAL,
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Ulm 7 OR 7A
Expi on 1! 0
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LOCATED IN ACCORDION 7 OR 7A
INTERIOR OR EXTERIOR SIDE-11t )R 7A
DATE:0410712015
SCALE.NA
II DE51GN 5Y.FPMF
Is ID
SHEET DRAWING#.
9 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 SW S.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.,(772)201-9919
Fax:(772)G73-0588
W WW.JU5T5HUTTERIT.COM
1:NOTE,5HUTTEK CAN BE LOCKED FROM
NSIDE OR OUTSIDE BY PLACING LOCK SECTION N
N51DE OR OUTSIDE A5 REQUIRED. cu LOCK BADE SECTION
rn w CLOSE FOSITION-A PRODUCT:
a a EXTRUDED ALUMINUM
v,y ACCORDION 511UMP,
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING.
ENGCO INC. ...,,
1 5595 ORANGE DR 201
1 1B DAVIE, PL. 33314
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4� No 2609
ANCHORS TYPE
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LOCK BLADE SECTION STARTER BLADE SECTION ►A 4N........•..pp•
OPEN POSITIONDOW
JUL s a zot`i
3 2, l3 Engineer seal
Pedro De Pgue,redo-PE 52609
MIAMI DADS APPROVAL:
A PRODUCTRDVISED
CodaAcvqA� a Plwlda
N
w o.0513.o?
d 22A 22 o uc ConW�
1
IB�
22A228� DATE:04/07/2015
�22 5CALE:NA
DESIGN BY:PPMP
1 L
1B IB 511EET DRAWING N:
10 OF 13 15-14G
TYPICAL BLADE ASSEMBMANUFACTURER:LY JUST SHUTTER IT 1Nc
13 BILL OF MATERIALS
!2 13A ITEM DE5CR7PTI)N MATER Al MANUF CTUttER 1341 SW 5.MACEDO BLVD
PORT ST.LUCIE
BLADE 6 ALUMINUM N. FLORIDA 34983
16 19 IA 5TARTER BLADE GOG3-TG ALUMINUM N.A,5.A. Tet,:(772)201-9919
EPTIDDLI B COMPOSITEB1ADE GOG3-T6 UNAN N.A,5.A, F?x.(772)673-0588
20 14 IC FLOATING STACK BLADE 6063-T6 ALUMINUM NA.S.A.F�9t 2 CEILING TRACK 6063-T ALU INUMN.A,5.A. WWW.JU5T5HUTTERIT.COM
16 ri 3 1'1 112'WALL MOUNT TRACK 606N ALUMINUM NA.5.A.
lA 1a063-TG AL MINUM4 R TRACK 60G3T6 ALUMINUM NA.S.A.
5 D K 6 -6 IN N, 5.A PRODUCT:6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N,A5.A.
GA ARIUSTA E MALE IC 6 3T6 ALUMI UM N. A ,SUPERNOVA
HEADER - 7 UNIMATE LOCK BLADE W/O IF 6063 T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
0 14 7A UNIMATC LOCK BLADE LF 6063 T6 ALUMINUM N,A.5.A ACCORDION SHLf1TER
8 110 FEMALE LOCK BLADE 6063-TG ALUMINUM NA.S.A. LARGE 4 SMALL
13•d 10X3'HH 8A t1D MALE LOCK BLADE 6 T6 ALUMINUM N. .S.A. IMPACTED RATED
BLADE SCREW 88 hD ADAPTOR FILLER GOG3-T6 ALUMINUM N.A5.A.
410 E SCREW STEEL 9 1'PA 41
6063-T6 ALUMINUM N.A.5.A.
3A 2'JAMB CL05U6E 6063.76 ALUMINUM N,A5.A
lo 6063-T6 ALUMINUM N. .A.
I I 1I&?X ANGLE 60G3-TG ALUMINUM N,A.9.A ENGINEERING-
0.19 12 WHEEL CARRIER PLATED ST NYL
N.A S.A
ON NASA.Ter
ENGCO INC. CADlt6
STEL 4 3A #I UX?'HH BLADE 5CREiW 410 STAIN STEEL . 5595 ORANGE DR.201
13 REW 410 5TAI5TEEL
DAVIE, FL. 33314
i 4 Q.44'9tAM.FLAT WASHER STAINLESS STEEL N.A.S.A
of 15 0.4 0 x 0.93"BUSHING NYLON N.A,5.A 7e1.:(954)555-0304
16 0.46"$x 0.65'W11EEt BUSkitNG NYLON N.A.&A. CNGCOQAOL.COM
14 113 �44 19 PUSH-BUTTOM OCK20 f 2k 318'WHEEL SPACER NYLONO,14 , 2b 1/1G=-IX2 1X2.5 1X4 1.5WANGLf5 GOG345ALUMINUM N.A.S.A. 4E•.�TIO22• STD FEMALE LOCK BLADE 6463 TG ALUMINUM NASA �Y/F�.,�3 1 22A.• STD MALE LOCK BLADE 6063-TG ALUMINUM N A.S.A. ���, V ENSF j
' 13A-a I0X E HH 228 . 51D LOCK KEEPER COGS TG ALUMINUM N.A.5A
MCC SCREW NO:5280.9
410 STAINLESS STEEL
0,500 ,0.4¢0 "p STATE OF S �:
0.4 0 0.3910
0,20 M 390 b. Q 44 0.03
a
a a� ^ws�ONAI. 444fi
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0.310 JUL 3 0 2015
14-0.03'X 0.44'0 En naer Sell
d-�{ d a d PLAT wSTAINl AA55TiER L Pedro De Pup emedo-PE 52609
ANCHORSCHEDULE
0.50
IG-4610X.651 15-46.0 X.93• MIAMI DADS APPROVAL:
NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION It
.
20-1/2'0X4.36' A I/4'ITWTAPCON INTO 3000 PSS CONCRETE PRODUCCREVIS&D
NYLON WHEEL 1 4'EL:CO ULTRACON INTO 2700 P51 CONCRETE 5 woomptyfn6wilh thoflotida
SPACER At 1 TAPCON NT CON P BuIIdLgCada
14'ELCO ULT CON INTO CONCRETE BLOCK 5 A"tmmNo o3
i 4. OX t ALL POINT5 5OLID-5ET INTO 3. KSI CCNdCRLTE 0E*nioo Uma V q
131 1-20X I JL_ ALL POINTS SOLI ET INTO CON RETE BLO O 8 D �
12-WHEEL CARRIER i ' C W NTQ_6=5TAMFEO 55 Y m D I/4-14 5ELP MLUNG SCREWS INTO 18°57EELOR ALUMINUM75. NYLON WtiEE S E i/4'CRETE-FLEX 554 INTO 3000 P51 CONCR>TE rE I I/4'CREPE-FLEX 554 INTO CONCRETE BLOCK(2000 FBI) DATE:04/07/2015
NOWS, w:COM DfSTAWE swut BEWyOW WAit DRCBSIIIG SCALE:NA
10 m EMDdBMEDMEtlrSKALL Be 5=11D WALL DR NNG DESIGN BY:PPMP
d ,4.,ACO,.714'CRER-rlrA 114 WOOD SCRGYi3 CAN Be ww nt REPLACE or 114'LAG BCR"
SHEET DRAWING N:
I I OF 13 15-146
MANUFACTURER:
Sf1UTTER COMPONENTS
3.92 JUST SHUTTER IT INC
4.56
4.54 4.08 3.23 016 1341 5W 5.MACEDO BLVD
4.00 g 1.24 1.99 M61 2.85 PORT ST.LUCIE
Ln
d 0.97 0" o FLORIDA 34983
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0
O t.23 3 2! t.4g d ,I d WNM/,JU9T5HUTTERIT,CAM
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1-0.05°ACCORDION BLADE NJ_ 1 $ ALUMINUM/LtYM BLADE 7A•UNIMATE W/LP
67- 1.4S T d LEXAAS PER NOA 1ARBON 7.OAPPROVED 7-UNIMATE W/O LP t.00KING BLADES D.41
A 102UV LOCKING BLADES PRODUCT:
I A-STARTER BLADE
0.51 +--2.31 SUPERNOVA
4.61 i'83"-'I x_1,77 51 ,ao of m 606 a m ACCORDION
CCOEXTRUDED IONSHUTTER
NUM
�+ 4.O8 hh ^p --i.56- d -d 1 ACCARG O SMALL
p0' •1 m �1 IMPACTED RATED
V) 0,06 I 88.ADAPTOR PILLLR
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9� I C•0.05'FLOATING 5TACK BLADE D D7 0.6! _ 1 ^!N o �i nl-1 1 99 •+ Q ni ENGINEERING:
2-INSET TRACK W/RG OOPPTIONAL d 3.00 ENGCO INC. ueiLc
HEADER!SILL MOUNT R 64 5595 ORANGE DR.201
5700 8M MATE ND 4 08 0.60
DAVIE, PL. 33314
4 13 2.1-INSET TRACK W/O RG Tcl.:(954)585-0304
ALTERNATE CALK __ ... LOCKING BLADE
/�� HEADER/911E MOUNT 6 FEMALE NO �-• ENGC,OQAOL.COM
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r. -/• TAAICAELEiO o A 3.83 ;- rrrrppurE
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2.83 d 4 06
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3A-TBUILD-0UT TRACK d ci d cs �'4y�HAlrrr0
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0.61 RAIN GUARD(RGI 22-PEMAIE 9TD 22A•MALE STD 9-I'JAMB CL05URE
D.07 ' RG LOCKING BLADE LOCKING 5LAOE T N Engmeer Seal
3-1'//kBUILT-OUT TRACK OPTIONAL / p Pedro De mpeoedo-Pe 52609
HEADER/SILL MOUNT 3.70
0.125 0.25 MIAMI DADS APPROVAL:
3.1-I'n#'BO TRACK WO9A-2'JAMB CLOSURE
RAIN GUARD(RG) -,43 2.07 0.09 FRODUOT R8V15GD
0.86 1.91 0.06�06 B ding C�iUr lho Flutatla
D.61 T A«cplenca No o 13,03
1. I Exp1 ion Dale g.HZL4 9
0.IR6 ^� - ¢ 21-1/16'THICKANGLES B7
0.61 ^ d d dF o C) 0 ~ GOG3-T5 ALUMINUM ALLOY MFmnl .Centro
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d
0.83 r0 vt ,b
o °• r 2.09 61 �75
d G.07 0.07 -------3.36 DATE:04/07/2015
N SCALE:NA
TI GA-ADJUSTABLE MALE 2 0 DESIGN BY:PPMP
0.95 f-•-1.13 1.29 r-ADJUSTABLE FEMALE HEADER/SILL MOUNT 2.0
3.37 HEADER/SILL MOUNT
A'TRACK SHEET DRAWING q:
q-• I I.1/8'THICK ANGLES 10.1/4'THICK ANGLES 1. OR 1,5'►I 12 OF 13 15-14G
SILL MOUNT ONLY
6063-TG ALUMINUM ALLOY GOG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT iNc
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 3,MACEDo BLVO
—BETWEEN WOOD TRUSSES FORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-5919
Fax:(772)673-0588
www.jUST5HUTTER1T,CoM
0.63 0.62
1.e5- �-1.25t 1.2511�� 5.00
4 PER RAFTER) PRODUCT,
1/4'X 2 1/4 FH TAPCONS -T C5
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PENETRATION INTO WOOD DaRUDED ALUIVVNUM
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LARGE 4 SMALL
5.00 IMPACTED RATED
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2,2A ALUMINUM PLATE SECURED TO ENGINEERING:
RAFTERS AT MAXIMUM 24' CC
ALTERNATE TO PLATE 0 ENGCO INC. CA6116
CgRN -T' -1
moo SEE TABLE BELOW FOR SHUTTER ALTERNATE T UM
SPAN & PRESSURE 1/14'IX2""GOG3-TG ALUMINUM ANGLE 5595 ORANGE DR,201
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uj .Iz SEE SHEET 5MOUNT TYPED 1/4--14X 2' SELF DRILLING SCREWS Tel.:(954)58"304
'
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5.0 0 No. 2609 1
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PRALLOWABLE DESIGNED PRESSURES ALLOWABLE OF51GNED PRESSURES1187(5'GOG3-.TG ALUMINUM PLATE )k��04ZQk 1 OR
f0K 5EGRON X WTd IW ALUNNUM MATE FOR SfCnON X WITM 11M ALUMINUM RATE %-
BLADE! MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED St Go
SPAN PRESSUREnF) SPAN FMRr--5)5U IMF)
iN BLADE I_ BLADE 113 (IN) BLADE I I BLADE I B cu JUL$0 2015
GO t159 :1 )59 60 t919 t59 6-F rrigneer 5-1
72 1:132 t 132 72 :!:82 ±82 ALTERNATE TO PLATE Pedro Va rqmrcda-PC 52609
84 :t 113 tl 13 84 t7l t7l I18'X29(5"GOG3-TG ALUMINUM ANGLE
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108 :t 68 --- bb 108 ±55 d:55
729—--F-G—a :t 68 IRG ±47 !*�447
132— 1: 62 t 61 —13-2
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•+45-47
47 741-4 t41 I IS.-?
FG—2
162 +30,-40 T2,8 i 4DWat W/
control un ma Contro
NOTE: I- LINEAR INTERPOLATION IS ALLOWABLE BETWEEN BLADE SPAN 512Z5
UATEr 04)07/2015
SCALE;NA
DESIGN By..rpmr
5HEff DRAWING#:
13 Of 13 15-14G