HomeMy WebLinkAboutNotice of Acceptance MI�AMI•DADE MIAMI DADE COUNTY
17:►i1-N 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
q--NOTICE OF ACCEPTANCE(NOA)- - www.minmidade.eoy/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
.SCOPE: -
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade.County RER-Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "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 He1my A.Makar,P.E.,M.S.
MIAMI•DADE COUNTY NOA No.15-0513.03
/2/� ,: Expiration-Date:.,08/14/2019- -r-,-
I:` Approval D9tei 08/2712015:
08/2 /Zo)S Pagel
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
Figirriredo,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 Aluminon 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 OS,2015,signed and sealed by Mr.Pedro De
Figuriredo,P.E., cert ming 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.
I5-113)and complies with FBC,2014 Edition.
HOAy 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:
'''
A`\VI JUST SHUTTER IT INC
�- ` O A �I 1341 SW 5.MACFDO BLVD
UPE
EXTRUDED ALUMINUM ACCORDION 5HUTTER FLORTIDA34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772) 19
Fax:(772)673-0573-05 88
WWW.JUST5hUTTFM.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TWE SHUTTER;DESIGNED.CONSTRUCTED AND 5UPER.N OVA
ERECTED TO EASILY ENCLOSE AN AREA.PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 5MALL
IMPACTED RATED
2-CODE:THI5 PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENFGINEERING:
THE FOLLOWING: LNGCO INC. CA 9116
5595 ORANGE DR.201
"JUST SHUTTER IT INC-PORT ST.LUCIF-.FLORIDA TABLE OF CONTENT5: DAV IE, FL. 3331 4
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-OADE COUNTY PRODUCT CONTROL APPROVED' ..._ .. .. -.. . --.-- •••- -SFI[E'i DESC-•-RIPTION ENGCO@AOL.COM
0 AND PROVIDED-BY A
A-LOADS:PROFESS
PROFESSIONALDESIGNED
ARCLOAD
HITECT OR ENGINEER FOR EACH SPECS CI PROJECT.THE CALCULnTED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS �sss1s'rcrr�rtDE�F G•
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE Ga��•'•y
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I. I A AND GLA55 $1
0 ,,,+\ F'+."S+
SEPARATION TABLE 2 4W
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL DNo.5 609
[MADE OF 6063-T6 ORAS NOTED. 3 TYPICAL SECTIONS A.B 1,B2,B3,13-1 WITH ANCHORAGE TABLES ,k 1
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OPq' TYPICAL SECTIONS B b C WITH ANCHORAGE TABLES °?y STATt{ FtV
DRAWINGS.INSTALLATION AND LOADS A5 PER TI115 APPROVAL. '
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E b GH WITH ANCHORAGE TABLES •••FSS/ANAL.�a�°��,,
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY OP THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 1 WITH ANCHORAGE TABLES •"'JUL�g O 2015
ANCHORAGE.
7.2-THE 51TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONSJ"
'
Fngmear Seai
REQUIREMENTS,DE51GNED PRESSURES ETC.
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE d FEMALE SECTIONS'L° Ped o Dc Ftgue redo-PF 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 5EGTIONS'N' PRODUCt REVISCD
FOR WIND LOAD HAVE BEEN USED.
8 complying with the Ftorid.t
Building Llydc
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AaigMtutx No -0513.03
8ttpi on
U110 9 19USER IN5TRUCTION5: 12 COMPONENTS Ely
M• U duct control
I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER REM 4 OF GENERAL NOTES. 13 SECTION'X°DETAILS '
2-CHECK BLADE SPAN ALLOWABLE DF51GN PRESSURE ON TABLE I OR TABLE IA DATE:04107/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:FPMF
4-DETERMINE MAXIMUM ANCHORAGE M55URE CAPACITY FUNCTION Of SECTION TWE TO BE USED AS
PER 511EET5 3,4,5 b G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING q:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 1 5-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT mc
CABLE=I TABLE I A tNTERIOR/EXTERIOR 6.- 1341 5W 5.MACEpO BLVD
_ d PORT ST.LUCIE
MAXIMUM ALLOWABLE #I BLADE - MAXIMUM ALLOWABLE a;"1 4#1 B BLADES FLORIDA 34983
5HUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URF 100,1 1� Tel.:(772)201-9919
r.m Paz:(772)673-0588
BLADE SPAN PRESSURE(PSF) BLADE SPAN PRE55URE(P5Y7 a 1 ti'_ !LLL AUJM(NUM BLADESN dU5T5HUTTERIT.COM
INCHES P05 NEG INCHES O5 NEG 1
60 60 IGO 60 -1-9-0— 16
GG 158 158 66 158 158 L'OR'./IxreluoR
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 68 SUPERNOVA
90 116 IIG 90 IIG I 1 6 1 COMBINATION EXTRUDED ALUMINUM
96 108 108 96 108 1081 1 ALUMINUM/LEXAN BLADES ACCORDION SHUTTER
104 100 100 104 1 100 100 1
100' BLADES CAN BE ARRAItGED IN MANY LARGE 4 SMALL
108 93 93 108 93 93 COMBINATIONS A9 R[outuD IMPACTED RATED
114 83 83 114 83 83 1B lB
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 68 ENGINEERING:
132 62 G2 132 61 61
138 57 57 138 53 53 INTERIOR/1xrElaoR ENGCO INC. CABIIG
"1-44= - '48 52 - n 144 45 47 5595 ORANGE DR.201
150 41 48 '' 150 38 42 )g 1B IB� DcV(954)L5853 304
314
162 30 40 IG2 28 33
ALC LEXAN BLADES - ENGCOQAOL.COM
NOTES:..-.... AI .
I-ACCORDION 5n NEI`BLADE SFAN(IIICNL$)fOR ALL L07l0810lL5 1IL
Ed
BJ UE........•
2-LINEAR INTERPOLATION
NT•POLATI N 15 LOAD(P UL DE F//!i�.,.
n-uiTsETLATCBLE VALOclolorle oxUMORestre'DBLaDle lyu ADS AND BLADE SFUIBenv[of •.:INTERIOR/EXTERIOR ,,,P.`�fP•.`„`..,.ENB`hY/h/
MED
s.BLADE REVER5E0 INsuumiou t9 ALIA,mD fop,ALL MOUNTED CO1WD10N9 �,.••'V F y��:
TABLE 2 __ No. 2609
` 1* .
`MINIMUM-51JUTTER SEPARATION FROM GLAZING .01
rUPIGAL-ELEVATION �T ng6C _CR055 SECTIONA' ....STAT F
Q•' �,
TOP TRACK GLAZING SEPARATION (INCHES) ��` ORI .•�����`
BLADE TYPE BLADE SPAN .��'ss��NAL��� `'�`�•
F <=GO° <=104' <=1921
JUL 3 0 2015
ALUMINUM 2' 23/4' 3.125”
ALL ELEVATIONS Engineer Seal
>rn�iunw Pedro De Rgueiredo-PE 52609
~ r4 TEXAN 3' 3" 3" MIAMI DADE APPROVAL:
p CL<
c- CL L M N y <=30 ELEVATION
-� PRODUCT'REVISED
U a ( LEXAN 2 1/8- 3" 3° w wmpl)ing wide the Florida
>30 ELEVATION EVATION Building Coda
tY Aoaptml No/S_05!3.03
NOTES:
a ronlhlo0 l� o)
I-SEPARATION FROM TO TM G ARDS shAMOST
BLADE
E OK LOCK
PROM
H -.GIAIIY.G SURFACE 70 THE IrI11ER M05T DNOE OR LACK SURPACC. BY •
F- :]=GLSS SYPARATION 15 APPLICABLE PER THE M12(BROWARD.ANO_� MLn1iU MIUCI CODIfO
y I M1MNMI-DAVE COU47¢5).
3. 07 SHER
UII15 A56EMOLED MTH BOTH TYPES OP BLADES THE
LARGEST MUSS SEPARATION SNAIL APPLY.
DATE:04/07/2015
SCALE:NA
CA,B,81,B2,83,84 BOTTOM TRACK DF-SIGN BY:PPMP
,D,E F G,I,GH
SHUTTER WIDTH (SW)
NII LIMITATION
SHEET DRAWING 9:
2 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS A.131,132,B3,154
AND ANCHOR SCHEDULE - -� 1/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a z NIOX3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢d AT 12' OC 1341 SW 5.MACEDO DLVD
DUILT-OUT ON ANGLE SPACED AT 12'DC w�^ PORT 5T.LUCIE
HEADER OR SILL 16
oFTIONAL FLORIDA 3498301
-9919
2,2A 11 oxw SECTION B4 Fax:(77))6731-0568
L. 6 ADJUSTABLE TRACK
(1 ON REVERSE ANGLE WWW.JU5T5tiUTTERIT.COM
EMBED. w SILL ONLY
w N - �`. „� ANCHORS DESIGNED PRODUCT:
W ti 6A a E( AS PER SECTION B4
ya ANCHORS DESIGNED = 10 '. W ON TABLE BELOWL SUPERNOVA
gg AS PER SECTION A y !-'• Wq
Z W ci ON TABLE BETON - EXTRUDED ALUMINUM
w a 1/1B 1/4-14X1' GRS'SDS OR ACCORDION SHUTTER
.� �. LARGE 4SMALL
1/4-20X3/4' PHMS W/NUT IMPACTED RATED
SPACED AT 5'OC EMBED.
SECTION B 1 h
_ 'A TRACK ON
H 1/1H ENGINEERING:
REVERSE ANGLE _
SILL ONLY I ENGCO INC. CAB116
c ti •.•H... z 461 5595 ORANGE DR.201
ANCHORS DESIGNED (L DAVIE. FL. 33314
qAS PER SECTION B1 810X3/4' TEKS �JUSTAOBNL EONTel.:(954)585.03044 - --- 11--j W a ON-TADLE-BELOV .-- a••• AT'12' OC -' STD.ANGIEENGCOQAOLCOMrr AN w SILL ONLY
DE
1/4-14X1' GR5SDS OR O0D 6 T, QU ANCHORS DESIGNED ,,� 4z, �/��1/4-20X1/2' HHMS W/NUT AS PER SECTION B3 ��.pQ� + INEMBED. F ON TABLE BELOW ��Q`�7a
SPACED AT 12'OC T N0. 2609 10°
6A ..A - STA F F��.•
EMBED.•----I R•�Q;''••��
-u ANCHORS DESIGNED .,•Fss/ONAL ��G'°�,
w J 1/1B 'j., E.
AS PER SECTION B2 1/4-14X1' GR5 SDS OR nrru��
x W ON TABLE BELOW
tp 1/4-20X3/4' PDMS W/NUT
W OPi10NAL W SPACED AT 5'DC JUL 3 0 2015
r rzoo MAX. BLADESPAN IN INCHES Engineer Seal
Pedro De Pigueiredo-PE 52609
q 1BED. SEE ANCHOR SCHEDULE ONMAXIMUM ANCHORAGE PRESSURE(PSF)SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTERMIAMI DADS APPROVAL:
ANCHORAGE SPACING1/q-14X1' GR5 SDS DR SECTION B2 162 132 108 84 60 a O yingBVISBD
1/4-20X1/2' HHMS W/NUT 'A'TRACK ON s E1 E EI E E1 E E1 E El 'IcangCodatvilh the Florido
SPACED AT 12'OC 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Aoccplmce No I - 5/3.03
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 1(0„polo c
A,B1,B2 8 40 40 62 62 93 81 124 105 160 146
11
MAX. BLADE SPAN IN INCHES
B3,134 6 40 40 62 62 93 93 124 124 160 160 mime Oat uc Couvo
q 40 40 62 62 93 93 124 124 1G0 160
SEE ANCHOR SCHEDULE ON
SHEET It FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 132 1 108 84 60 SCALE:NA
A Al H B1 C D A At B BI C D A Al B BI C D A Al B B1 C D A Al B B1 C D DE51GN BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107
SECTIONS 12 q0 -- 40 40 40 40 62 21 62 57 62 57 93 �52
93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 93 93 93 93 124 51 124 124 124 124 160 71 160 L60 160 160
B3,B4 6 40 35 40 4U 40 40 62 43 62 62 62 62 93 93 93 93 93 124 67 12A l24 124 124 160 94 160 160 160 160 F5ot1rFET DRAWING N:
4 40 40 40 40 40 40 62 G2 62 62 62 62 93 93 93 93 93 124 101 124 124 124T124 160 ........0 160 161) 13 15-146
TYPICAL SECTIONS 13 AND C MANUFACTURER:
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 SW S.MACED0 BLVD
PORT ST.LUCIE
FLORIDA 34983
T
ANCHORS DESIGNED el.:(772)201-9919
AS PER SECTION C rax:(772)673-05W
WWYV.JU5TEHUTTERIT.00M
4TABLE BELOV
313A t.
o.
-.11 PRODUCT:
�j P1
1/IB a
09 SUPERNOVA
ulli Fri
J_ Cxo - H EXTRUDED ALUMINUM
.......... Ll ACCORDION 5HUTT P
OPTIONAL LARGE 4 5MALL
ANCHORS DESIGNED IMPACTED RATED
2,2A AS PER SECTION B z 1/SB
<
ON TABLE BELOW CL
WTIC)N,C
WALL MOUNT VATII ENGINEERING:
TRACK 3 OR 3A
SECTION B
_j
OUILT-OUT ON no HEADER OF SILL
ENGCO INC.
RtVER51!ANGLE T-1- EMBED, 5595 ORANGE DR,20 1
HEADER OR SILL DAVIE, rL. 33314
:11.-;4.;•4- Tel,(954)58"304
ENGCO@AOLCOM
Ildd{J
1/4-14
X1* GR5 SDS OR ol E jlr/rrlHlgdlhryjJ g%.
1/4-20X1/2' KHMS W/NUT 3,3A
. . . -1 , Z,
SPACED AT 12'OC
•
g
No. 2609
my MORS DESIGNED 4
6
IT..ALr
PER SECTION C
ri ON TABLE BELOW ST
132 108 60 Engineer Seel
MAX. BLADE VAN IN INCHES
SEE ANCHOR SCHEDULE ON mf 10
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING MAXIMUM ANCHORAGE 5 ON CENTER JUL 8 0 205
162
u I A AI !A n B1 C_ .1 D_ A Al11 I62 18 62 49 62 49 81 FI 1§B6 IBIdro PC rtomredo-FE 52609
2 1 C I D �A BI A C 'D
60 l8f I 60--T-U-4 10 77 104 D7 T4_5 AlZ 146 1-0-
CsECf16-kg) 12 4 3 14 90 1112189 156 7 11601126 157 125 MIAMI DADEAPPROVAI.;
.�111; 62 32
21 62 56 26E2 W257 87 26 253 15770 j?Z 176-- 111
62 J26+�
32 2 6 39 19 93 —
B&C", 4 4 62 32 62 G 93 86 124 t 1 1 T6_0 7 1 11601156 160 155
? 9 -- FRODucirmis m
be 143 162 1&;. 3 5i:! I 9�3 193 193 192 124 67 124 160 94 11601160 160 160 a complying with the Morida
4 40 40 140 1 bi! 162 162 162 62 62 93 76 140 140 1 _L_ 162 93 24 124 124 124 160 13711601160 160 160
Ewdies cod.
Acceptance No%po'Vj 3,
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON I&I Zltot ,,A�Cao.,
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE M55URE(p5f)
D 0�
1. - FF
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING-, BASED 32 1"
162' 1 2 'D" 60 DATE:0410712015
s I E Ej_ E rE 1 101 E 1
14 40 311 621 38 87 1 46 1112 160 157 84DESIGN
SCALE:NA
SECTIONS 1-2 40 36 621 44 DE51GN BY.PPMF
- 9 54 121 70 T-160-211
B&C 40 40 6 2 _K2 158
40 40 62 62 93 18811241113 160 158
40 40 62 93 1 84112A I 108 160 151
1 1 SHEET DRAWING#:
4 Of 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AS PER SECTION GH
ON TABLE BEL13W AND ANCHOR 5CHEDULE ON TABLE BELOW 1341 SW 5.MACEDO 13LVD
w FORT 5T.LUCIE
-11 m
ED) EDGE x (ED) EDGE FLORIDA 34983
DISTANCE Li DISTANCE Tel.:(772)201-9519
E.* EQ--I Fax:(772)r.73-0588
6A WVvW.JU5T5HUrrEFJT.COM
7F2,2A— TRIMMED
8I0X3/4' TTKS 6A
AT 12' oc W1 EEG PRODUCT:
w 5ECTION D /-TRIMMED
IN5L7 MOUNT W1 (ED) EDGE SUPERNOVA
TRACK 2 OR 2A
I z HEADER OF.SILL DISTANCE EXTRUDED ALUMINUM
I, ACCORDION SHUTTER
CL 94
LARGE 4 5MAU.
3:
IMPACTED RATED
ANGLE INSET MOUNT EDGE
x 0
CE
IES I 4GNED
SECTION
'IN GH
E BELOW
,ED, EDGE
DISTANCE
'TA"'E
64 LEI�
HEADER OR 51LL
/4-14X 3/4' TEKS
N-1/18 f--5ECT'ON-E` SPACED AT I2'GC
>i ENGINEERING:
TIO) GH FNGCO INC.
SECTION
5595 ORANGE DR.201
ANCHORS DESIGNED'EE HEADERlSilt DAVIt. FL. 33314
ro AS PER S11112'N Tel.:(954)585-0304
MUL-, ON TABLE BELOW ENGW@AOL.COM
3,
GR5 SDS OR
It
/4- OX /2' HHMS W/NUT, I$!*. E Flo
tj % ,+snexaarerrr %
SPACED AT 12113C ri .......
w
w• MAZ
No.` 2609
w ujz
ST OF
...........
MAX, BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE JUL 8 0 2015
MAXIMUM ANCHORAGE PRE55URE (FSF) BASED ON SPACING IN I N C H E 5 ON CENTER rnjm'5e1
ANCHORAGE SPACING 132 84 1 60 1 162 132 IOB 84 60 Pedro Da ripwcdo-PE 52609
A R C D A IB Ic C ID A B IC ID I A IB IC ID I E E E E E
3,3A
V ON
TYPE
MAXIMUM
NG 1,52
16 22 27 33 -- 120 1 34 140 F20 f24 43 5 3A 72 6 43 16 28 34 41 53 74 MIAMI DAVE APFROVAL:
12 30 36 1 -4-126 — I —
12 30 36 -- Pi 37 44 22 126 1 45 F5 132 58 69 134 14 1 97 48 157 12 --'5-7 4-5 55 71 99
SECTION D U 1 40 1 40 126 32 55 62 32 139 1 67 1 181101 1450 48 203 51 IAI 12 145 71 lK36 8 40 --C2- -fC-6 14-9 PRODUCT'REVIVID,
§5 Q
3 a 1 15
4A P- -
1 40 1 40 135 40 62 62 43 152 1 qu 1 64 115 12,4168 192 1601160 5 6 40 62 93 124 T6D-
I�A , ", "r,
14 1 40 1 40 - 40 62 62 62 162 1 93 1 124 1102 1123 16011160 4 40 62 93 124 160
It -- 22 2226 -- -- 2' 32 -- 5 41 26 24 49 58 36 34 11 22 27 33 43 60 AeaptaneoNo 5=°S •P3
9 22 26 327 2
0 34 39 1 2 43 51 31_30 60 71 44 9 3
SECTION E ei
38 44 127 26 1 49 57 35 33 49-�7 1 13 30 371 4 59
-97 94 -'5-9 -94 22
4 30 28 SO 59 136 35 1 65 76 47 44 1 91L69 180 106 65 62 1 6 40 0 616 78 10
2
4 40 40 36 35 6,
-42 76 89 155 52 1 97-Fl- 70 67 1 1361160 98 93 4 40 52 64 2 115
,
45
9 271T --
3 ;; �J- �I
6 6 1 37 W44 21 53
—E 96 W1 -99
12 — -- 22 -- 2' 27 -- 1 29 134 122 20 --
20 24 1 25 129 1-- jO 36 23 'a9 0 55 164 41 37 9 24 30 37 47 66 DATE:O4/O7j2Ol 5
-—— 30 �j '4-2 8 531 1 4 5CAUE-MA
SECTION ION Gri a 2 27 1 28 133 12 i-TV 34 40 25 21 1 142 19�1 13 1172 146
4 40 1 40 134 _-5-- 0 a&!?�. _�56 G
30 1 36 123 2 1 1 37 144 128 25 46 34 31 1 59 169 4 DE51GN BY:FPMF
31 1 56 162 1 2 8 68 80 51 47.1.B8 11(31 3114-1 191 84 4 38 47 57 74 103
5111ET DRAWING#:
5 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS G,F AND I JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
_ � 1341 SW 5.MACEDO BLVD
1/1 B PORT 5T.LUCIE
x w� FLORIDA 34983
Q. I/ID a Q a SECTION 1 Tel.:(772)201-9919
H w G IL RECESSED MOUNT
m rn SILL ONLY Fax:(772)673.0588
axi WWW.JUSTSHUTTERIT.GOM
X #10X3/4' TEKS
m AT 12' oc
X �— :TZ-
(Z
rloo I i7t. i- PRODUCT:
SECTION G ANCHORS TYPE
D ADJUSTA13LEMOUM A, B, C OR D SUPERNOVA
x EDGE CLEARANCE(EC)
vi SILL ONLY INTO CONCRETE 4"(3000 P51 CONCRETE) `i SPACED AT 46'OC EXTRUDED ALUMINUM
3APPLICABLE FOR ALL LOAD
I INTO WOOD-2 1/2'(WOOD SG:0.55) r (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
a
.INTO METAL:Z'((OG3'TG Auea(AsrMA3c5m CLEARANCE ] - LARGE CSMALL
�3 • '} IMPACTED RATED
44 I b
(ED) EDGE 5
DISTANCE
STANDARD LOCATION _2JF `ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINCCRING:
AS PER SECTION G t w AS PER SECTION G1 ENGCO INC. CAeI IG
ON TABLE BELOW (ED) w ON TABLE BELOW
r- EDGE W 5595 ORANGE DR.201
DISTAISE ] -I 1/ID DAVIE, pL. 3333104
' a. •_ .... .-.SECTION F _. ,.. - -"" T ENGCOCJAOL COM
-- - --- ALTERNATE (ED) -- `-' ""r- y 'A'TRACK INSET MOUNT
-EDGE DISTANCE SILLONLY rpuu..i.•„
w a ������ ��'
x �,.DE F��G•..
W w ANCHORS DESIGNED ,���p�,.••��CENSF•1
AS PER SECTION F
ON TABLE BELOW *; 'No. 2609
q 'q STA OF
.�0
7 111 �p
O— 2 •,,, NAL���„
<: Ld
(ED) EDGE JUL 3 O 2015
DISTANCE w
MAX. BLADE SPAN 1N INCHES
er Seal
SEE ANCHOR SCHEDULE ON En9gmeueiredo do
P -
edro De P� -PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BA5ED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 MIAMI DADS APPROVAL:
A B I C D A I B IC ID I A IB IC ID I A IB C D A B C D s E E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 2 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCT RE
12 22 23 27 26 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 ra complying xith[nc Fioridn
SECTION 8 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 Building Code
6 38 40 26 26 46 54 32 32 56 67 39 39 73 B6 51 50 102 120 71 70 6 40 56 68 88 123 A lwsim et of5 0513.03
E,�imf{w,hale o Z0�9
4 40 40 39 129 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130iz.
1 28 34 15 21 35 42 25 42 S1 23 31 55 66 29 40 76 93 41 55 16 5 43 53 68 95 M(�{pad dudCouVol
SECTIONS 612- 36 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127
G1 ORF 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 7 11 8 40 62 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 62 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 5CALE:NA
DESIGN BY:PPMF
5HEET DRAWING N:
6 OF 13 15-146
MANUrACTURtFL-
,YT.IGAL'HORIZONTAL JUST SHUTTER iT INC
JAM&AWUCORNER SECTIONS J
OPTIONAL
SEALANT 1341 5W 5.MACEDO,BLVD
PORT ST,LUCIE
ANCHORAGE TO WALL MIN, (3) ANCHORS I'LORICA 34985
SECTION J TYPE A, B C OR D
Y) Tel.:(772)201-9919
IS NOT NECESSAR 4- FRbMS ENDS SECTION i I
Pax:(772)G73-0588
WWALI:IMOUNT AND ONE AT MIDDLE JAMB CLOSURE WWWJU5T5HUTTEF?JT.COM
AM"
LJINSErMOUNT
(X2) #IOXI SDS IA) DIBErM
TOP AND BOTTUM PRODUCT:
IA 9 9A TRACKS SUPERNOVA
!f EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 5MALL
ii IMPACTED RATED
IS
cu ENGINEERING:
TOP & BOTTOM TRACKS FNGCO INC.
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)$85-0304
1B ENr.CO@AOL.COM
ANCHORS TYPE
A, B,'CORD
SPACED AT 24'OC o.52609
(ED) EDGE
DISTANCE STA OF
:
�;Tf 2
BUILT-OUT MOUNT M goo"'
21 OR II JUL 3 0 2015
HIOX3/4' SS SMS OR
3/16' ENmeor Seal
IA POP RIVETS Pedro Ve Ftevetredo-PE 5?rO9
SPACED AT 24'13C SECTION J3
CORNER,CLOSURE MIAMI DADE APPROV&-
]PRODUCrREVISED
w cmipl)ing with the Vlorldo
BulWgCodo
A- -tanmli./0-057/3-07
Eyv—Ion Dia. �Ity
W.11�ctcoatfff.
DATE-04107/2015
5CAU!;NA
7 OR 7A DE51GN BY:FPMP
'19> PUSH BUTTON LUCK
IB LOCATED ON ACCORDION
INTERIOR 13R EXTERIOR SIDE
5HEET DRAWING#;
7 OF 13
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK 5ECTION5 L
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WW.JU5T5HUTTER[T.COM
NOTE:SHUTTER CAN BE LOCKED FROM �ti
IN51DE OR OUT5IDE BY PLACING LOCK
IN y y 5ECTION L
INSIDE OR OUTSIDE A5 REQUIRED. '01 ��� LOCK BLADE SECTION
vyi'-w "w W CLOSE POSITION PRODUCT:
aax yY1
WWW _ SUPERNOVA
y w DMOED ALUMINUM
ACCORDION SHUTTER
L LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CAerI6
1 5595 ORANGE DR 201
1 1B DAVIE. FL. 33314
1B
Tet.:(954)585-0304
ENGCO@AOL:COM68 ...
IIIrrI......
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN :f NO
52609
AND AND INSIDE THUMB TURN ANCHORS TYPE .
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24 OC STA OF
ALTERNATE 5ECTION L 1 :O.t`� (0 ]0 p°G��•
LOCK BLADE WITH ,
SECTION L STARTER BLADE 5ECTION JA �'-,sS/•,�' ��,.r
LOCK BLADE SECTION _ CA&[2¢N( •..��NA�-rrrprrr
OPEN POSITION
M I! 8 0 7.015
2�
;i®r,
L -1 Engmeer Seal
Pedro De Pigurmedo-PE 52609
MIAMI DADS APPROVAL:
PRODUCTREVISED
ti B ar mmplyingwlth the PTorida
Building Code
AcapWnro No 5-01
pYpim len Dato a o)q
BA d
B 8A—/ B y
tdlamlDud uct mm
IJ1H
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
1J COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1B EXTERIOR KEY OR THUMB TURN 1B SHEET DRAWING M:
AND INSIDE THUMB TURN
INSTALLED ON SHAPE 8 BOF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL:. _.7'on JUST SHUTTER IT mc
UNIMATE LOCK SECTIONS M
%-4
PPLICABLE 1341 SW 5.MACEDO BLVD
OSITION PORT 5T,LUCIE
K FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
.-vu WWW.JU5T5tlU-TEPIT.COM
N
NOTE:511UTTER CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY PLACING LOCK
IN51DE OR OUTSIDE A5 REQUIRED. zo^' SECTION M PRODUCT:
H LOCK DIADS SECTION
¢¢= CLOSEP05lTION SUPERNOVA
J Q N EXTRUDED ALUMINUM
to
w ACCORDION 5HUTTER
rn wLARGE i 5MALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. CABI 16
c'Nm0 7 OR 7A DAVIE RFL. 3332 al
954)
.1 J .. .._ ._ ... 7AccnR.
.. 7PULL
TeENGCO@AO COM4
l/4-20X3/4REWLOCATED .R SIONINTBBRILL ANDEITE 1/4XI PIN ttt7 BLADE TO RREW INSIDIDE dot �E F�GG'a
66 38 �0 +" GEN F�
C 19) PUSH BOTTOM LOCK' - -
LOCATED ON ACCORDION , O BF.
O
INTERIOR OR EXTERIOR SIDE NO.52GO9I�
1*:
ALTERNATE 5ECTION M I -o i
STA OF
5CGTION M-"
LOCK BLADE S
•LOCK•DIADE-SECTION - STARTER
SECT
R BLADE SECTION �s••,,�0 R 10,.••r�\�i
d
OPEN POSITION q s��NAL••�'`
ee�••nno�prrtJ''
ANCHORS TYPE
A, B, C OR D JUL 8 0 2.015
7 OR 7A SPACED AT 24'OC
Engineer Swl
Pedro De Rguaredo-PE 52609
7 OR 7A IA OIBLBAQ7f� MIAMI DADE APPROVAL:
N PRODUCT REVISED
d coatptying with the Florida
BuildingCodo
v1m 7 OR 7A Ac«r�n"E"'o�513.03
a
41W Et•yL 'nnUatooR!/_r6/Ro)9
8Y
1 iDado 't Con ro
I B PUS11 BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04107/2015
SCALE:NA
DE51GN BY:PPMF
1 1
1D IB
5MEET DRAWING N:
9 OF 13 15-14G
MANUPA=RER,-
TYPICAL HORIZONTAL 5ECTIONS
STD LOCK 5ECTION5 N JUST SHUTTER IT INC
1341 5W S.MACEDO 13LVD
FORT 5T.LUCIE
FLORIDA 342183
Tel.:(772)201-9919
Fax:(772)673-0588
[NOTE;5hUTTfP CAN BE LOCKED FROM WWW,JU5T$HUTTEPJT,COM
(7�
)�'I Y C
UT51 r 13 5 Q PLACING LOM]
E REQUIRED,IN51DE OR OUT51DE BY PLACING LOCK
L' :0
IN51DE OR OUTSIDE A5 REQUIRED, SECTION N
ru
z LOCK IXAM SECTION
CL05E POSITION PRODUCT:
5UPERNOVA
EXTRUDED ALUMINUM
ACCORDION 5HUTTER,
LARGE 4 5MALL
IMPACTED RATED
clxn ENGINEERING:
cu fNGC0 INC. CA6i l6
5595 ORANGE DR.201
22A— DAVIE. FL. 33314
Tel.:(954)585-0304
22. CNr.CO@AOL.COM-
22B
40
EV
2609
ANCHORS TYPE
A, B, C EIR
SPACED AT 24'0C
ALTERNATE SECTION N I
LOC SECTION IN LOCK MADE WITH
"CTI
5TARTER BLADE SECTION
ON
OPEN P05mom IA
JUL 0 7015
rmpaer 5cal
Pedro De hpamcf.-PE 52609
MIAMI DADE APPROVAL:
PRODucrahvisen,
00 V4*wilh the Florid.
qOod.
Acccptm�No
"Lmmm,
I
22A
vi��a6;�3.og
22A 22
—/ 1—
22A-J/ B22B
DATE:04/07/2015
aa
SCALE:NA
DE51GN BY:PPMF
SHEET DRAWING#:
10 or 13 1'5-146
MANUFACTURER:
TYPICAL-BfADE,;A5S3 M5LY''
_ JUST SHUTTER IT INC
'�-,dILL'_OF'MATERIALS
13 1341 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUP CTURER PORT ST.LUCIE
l2 13A I B E 60 3-T6 ALUMINUM N.0.5.0. FLORIDA 34983
l6 0.19 IA STARTER BLADE 6063.76 ALUMINUM N.A.5.A. Tel.:(772)201-9919
�tI1E:AL 1 B COMP05RE BLADE 6063-T6/LIXMI N.A.5.A. Fax:(772)673-0588
IC FLOATING STACK BLADE GO'o3•TGALUMINUM NA.5.A WNAN.JUSTSIIUTTERIT.COM
20 14 0 2 CEIUNG TRACK 6063-T6 ALUMINUM N.A.S.A.
16 3 1'/1/2'WALL MOUNT TRACK GOG3•TG ALUMINUM N.A.S.A.
^ 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A.
14 1
1 B 4 R TRACK 606376 ALUMINUM N.A.S.A.
5 RECESSED TRACK 60'3-T6 ALUMINUM N.A.S.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5A.
6A ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A. SUPERNOVA
HEADER �I I" 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
7A UNIMATE LOCK BLADE V✓!LP 6063-T6 ALUMINUM
N.A.S.A. ACCORDION SHUTTER
0. 14 a HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
LARGE 4 SMALL
BA HD MALE LOCK BLADE GOG3-T6 ALUMINUM N.A.5.A.
IMPACTED RATED
13-d I OX3'HH BB HD ADAPTOR HFR LLG063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9 1'JAMB CL05URE 6063-T6 ALUNJNUM N.A.5.A.
41 O STAINLESS STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A.
10 1 4.2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING:
If IA82X ANGLE 6063-T6 ALUMINUM N.A.5.A.
0 l9 12 WHEEL CARRIER FUiTEDSTEEUNYLON N.A.5.A. ENGCO INC. OABI16
SILL 13 N IOX3'HIt BLADE SCREW 410 STAINLESS STEEL N.A.5.A. 5595 ORANGE DR 201
c I3A #10X2"HH BLADE SCREW 4105TNNLE55 STEEL N.A.S.A. DAVIE, FL. 33314
o - 14 0.44'DIAM.FIAT WASHER 5TAJNLE55 STEEL N.A.S.A.
d _ 15 0.46'0 x 0.93'BU5HING NYLON N.A.S.A. T C (CO OL.CO 04
16 0.46'0 x 0.65 WHEEL BUSHING NYLON N.A.S.A. ENGCO@AOL.COM
14 I 19 PUSH-BUTTOM LOCK
I g 14 20 I/2k 3/8'WHEEL SPACER NriON N.A.5.0. r��1o'�'AA"••••.�••
IS 16 r 21 1/16'-1X2 IX2.5,IX4 1.5X3 ANGLES 606375 ALUMINUM N.A.5.A. ��•' ��•gEF/GG••
IPLINAL 0.14 22. STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. Q 11 •••
13 1'3A 22A• STO MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.0. .1 w,
,�ip�•
13A-d 1 OX2'I1H 22D STD I-OCK KEEPER 6063-T6 ALUMINUM N.A.SA. •Q�7•
4E SCREW
105TAINLE555TELl No.52609
Tt� •. -k sir;
0.500 D.4 0 �O+t STATE OF
0.46I0� 0.0.390
II� �IJJ
0.20 0.390--^ � v, 0.44 03 •'•ss'�NAL ��'p�
m� ILII�> ''rr � � (1 c o -�" ••�••••• •••u�lAt
dTU C3 (1 a I d Jul- 30 2015
0.310 T TR 14.0.03'X 0.44.0 Engmeer 5ea1
O o Q po T d STAINLESS STEEL _ _ Pedro De Plguc,redo•PE 52609
"""""'
��I
PwrwAsnER ANCNOR:SCf1EDULE��
16-A6'0 X.65' 15-A6'0 X.93' EMB -E-.D,-
0.50 MIAMI DADS APPROVAL:
NYLON WHEEL BUSHING NYLON BUSHING r-.i,1PE DESCRIPTION _
20-1/2.0X0.36' _n..' 1/4'ITWTAPCON INTO 3000 P51 CONCRETE 1.75 ..3.0:-j MLODUCTRRVISGD
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 wem+plyinswiIhthaFloride
SPACER -�'AI-:.-',_' 14'FFWTAP N INTO CONCRETE BLOC 12 X3.0=? -, A�I&Imu�No 051 p
=` 1/4v ELCO ULTRACON INTO CONCRETE BLOCK I.25 a'2-5'- E pigpion Uate SQ yp f q
B 14-20X 1 ALL POINTS SOLID-5EF INTO 3. K51 CONCRETE 0.875 3.0
B 1 14-20X I ALL POINTS 50LID-5ET INTO CONCRETE BLOCK 0,875 3.0 Uy
C I WOOD LAG SCREW INTO G=.55 WOOD 1.50 1.0 M Dad a Conan
12-WHEEL CARRIER D 1/4'-14 SELF DRILLING SCREW5 INTO 1/8°STEEL OR ALUMINUM 0.75
STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE
p NYLON WHEELS E I 1/4°CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) I.25 3.0 DATE:04/07/2015
�s
SCALE:
Mores: tD:rDr:E DISTANCE SHAM BE EMIR)WALL DRe551HG
E44BXIA9EOMEIir SHALL BC BEYOIID WALL DPJ 55ING DESIGN B BY:PPMF
N 1/4-TAPCON,1/4'CRETE-PIU,/14 WOOD SCREWS CAH OC USeD Hl REPLACE Or 1/4LAG 9CRt1Y9
W
O
�-1.24-I 511EET DRAWING k:
I I OF 13 15-146
5HUTFER COMPONENT5 MANUFACTURER:
-3.92 JUST SHUTTER IT iNc
4,54
4.08 A44.21 cj 00 2.23- dab
1.24-�--1.99- M61 -2.85- 1341 SW 5.MAC=5LVV
FORT ST.LUCIE
a 97
FLORIDA 34983
C) ci 2 '
Tel:(772)201-9919
4, 3.
-T 4- Fax:(772)673-05W
01IB-COMPOSITE
1 1
15-composite T cs
WWW.JU5TSHUTrENT.COM
109 BLADE ALUMINUM/LLYAN BLADE ,a
c;
1.45 T cs LEXAN POLYCARBONATE APPROVED 7A-UNIMA71!W1 LP
AS PER NOA 13-0717.01 7-OCK
W10.1A. ES LOCKING BLADES 0.41
XL I 02UV
PRODUCT:
0.51 -2.31 :::LT 5UPERNOVA
t---- 151 M . EXTRUDED ALUMINUM
�4.08 1.77 'm am
I - T
1.56 '3 cs ACCORDION SHUTTER
2 - LARGE t SMALL
on 0.86 -T,
IMPACTED RATED
a a a 80-ADAPTOR rILLEP
I C-0.05-FLOATING STACK BLADE 0.61
0.01 ao01 d 1 99-.4
8 USE WITIIBAND BA ENGINEERING:
2-INSET TRACK W/RG OPTIONAL cj5- 3.00 FNGC0 INC.
FICADEP/SILL MOUNT CA 8I I G
-0.64 5595 ORANGE DR-201
2.1-INSET TRACK W/O RG 8A-MALE HD 0.00 0.60 DAVIE. PL. 33314
ALTERNATE
HEADER I SILL MOUNT LOCKING BLADE Tel.:(954)585-0304
END RCABLE FEMALE HD
APPLICABLE To 3.83 LOCKING DLAUE IfNGC0@AOLCOM
3A NIB X 1 DE F
'os,
;Ll.. 61 60 al .. .....
EN
0.10
0.0, OL 77
2.83 No. 2609 O
-cm,TRACK
2.3 11 FiLL I
41- Q,8,0
-T-
0.79
-4h
0,ul RG T
-2.28
OPTIONAL I
Q� 90-HD JAMB CLOSURE
3A-2'BUILD-OUT TRACK d d
cs M 86 HEADER/SILL MOUNT 0. 6 �4
1 1 6
.0 soft,
OR
a
OR 3A.1-2-Bo TRACK v/10 2,7p-
.58 a 61 RAIN GUARD(RG) 220-Locr rupfR INSERT
D.071, IRG 22-rTMAU!ETD 22A-MALE 5TD JUL 302015
LOCKING BLA02 LOCKING BLADEk,'6UfLT-OLFt TRACK-=-- OPTIONAL"; fogmear Seal
ClifAl XR/SIOUNT Pedro De rque,recto-PE 52G09
LL M
,W10 0.125 0.25 MIAMI DADE APPROVAL:
3.1-I'll30 TRACT 3.70-
RAIN GUARD(RG) 2.43 9A-2'JAMB CIOSURE PRODUCrRaVISED
0.86 R-09 0.06 "01" widt the Fl.n*da
0.61 'awli"Itse
I Tj T ACMIAnce Hol6r-o j
0 T Ivi total Dame 13.
0.06 TT 0 z>Z z
1p 21-Ill G'THICK nNGLES Fly
0.61 'v
60G3-T5 ALUMINUM ALLOY u'contra
00 00 am
f cl
7)i -2
0'0'
0'6'
C5 CL.3 br; SIDE CLOSURE Use ONLY
09 -2.61 ?61
d
0.07 0.07 3.36
2.23 ��L+ -" DATE:04/0712015
Gk ADJUSTABLE MALE L SCALE:NA
0.96 13-- 1.29� 6-ADju5TABLE FEMALE DESIGN BY:PPMF
HEADER/SILL MOUNT HEADER/SILL f--3,3;7-1
4-'A-TRACK
SILL MOUNT ONLY I i-IW THICK ANGLES 10-1)4*THICK ANGLES SHEEP DRAWING#:
12 OF 13 15-14G
GOr3-TG ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY
MANUFACTURER:
SECTION 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 57.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
W W W.JU5T5 HUTrEFJT.COM
0.63 I 0.62
—
1.25-7�-1.25I�1.25 --�I
I 7 � PRODUCT:
N
<4 PER RAFTER) �(�'
1/4'x 2 1/4 FH TAPCONS f SUPERNOVA
WITH 2' MINIMUM 1/4"X5.6063-T6 ALUMINUM PLATE
PENETRATION INTO WOOD ACCORDION
I ALUMINUM
RDION SHUTTER
ILARGE{SMALL
+---5.00-^7 IMPACTED RATED
I
tn-L
od
1/4'X5' OR 1/B-X5' 6063-T6 0� ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO o ENGCO INC. CA 6116
_ T 71 RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE
1 SEE TABLE BELOW FOR SHUTTER ni
wo SPAN & PRESSURE 1/4'X27(5"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
= I DAVIE, FL. 33314
Ir 1/4'-14X 2' SELF DRILLING SCREWS TeL:(954)585.0304
"qz SEE SHEET 5 MOUNT TYPED - ENGCOpAOL.COM
j a ANCHOR TYPED FOR ANCHOR SPACING
in
1 *m
?Vii. STA OF W
[/&X5'6063-T6 ALUMINUM PLATE %��.`•F�. p OP•' ��
ALLOWABLE DE51GNED PRE55UPE5 ALLOWABLE DESIGNED PRE55URE5 •�'ss�ONgL ��;���
FOR 5ECTION X WAIN 114'ALUMINUM PLATE FOR SECTION X WIRI 118'ALUMINUM PLATE
BLADE MAXIMUM DE5IGNED BLADE MAXIMUM DESIGNED 5.00
SPAN PRE55URE P5F) SPAN PRE55URE(P5F) a TI JUL 0 2015
IN BLADE I BLADE I B IN BLADE I BLADE 113 ' I Eijuvre Seal
60 ±159 ±159 60 199 399 Pedro Dc Piguevcdo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE OO
84 ±113 ±1 13 84 ±71 ±71 1/8'X27(5°6063-T6 ALUMINUM ANGLE
90 ±106 ±106 90 ±66 66 cu MIAMI DADS APPROVAL:
�_
108 ± 88 ± 88 108 ±55 ±55 PRODucrRavlse0
126 -� 68 +' 68 126 ±47 347 �wmglring wish the Florida
Bmlwas Code
132 ± 62 ± 61 132 145 ±45 AasrmrceNol - 5/3.03
I A4 +48,-52 +45-47 144 ±41 ±4I gO t10^Do•
162 +30.-40 +28,-33 162 330 h28,-30 y
Mluu Ando duc Convo�
NOTE: 1- LINEAR INTERPOLATION IS ALLOWABLE BETWEEN BLADE SPAN SRE5 DATE:04/07/2015
5CALE:NA
DE5IGN BY:PPMP
5HEET DRAWING#:
13 OF 13 15-146