HomeMy WebLinkAboutProduct Approval M;AMI-LADE MIAMI DADS 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
86)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOAH
wwwmiAmidade.P_ov/eCoftomV
Just Shutter It,Inc. JUN 117 291,7
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983 PERRAI-FriNG
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
(AHI).
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 Afu (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! 11 Supernova 11 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 Do
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 Helmy A.Makar,P.E.,M.S.
MIAMI-DAO110MUNNOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
Page I
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It, Ina is engineering wise identical to NASA.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco, Inc., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 20115.
ifermy 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.
HOifiy 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:
5UPf KNOVA JUST SHUTTER' IT iNc
1341 5W 5.MACCDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTFK FORT ST.LUCIE
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772)201-9919
Pax:(772)673-0588
WWWIJUSTBHUT,rvw.com
GENERAL NOTE5: FLORIDA DUfLDING CODE 2014-HVNZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS 5UPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED EXTRUDED ALUMINUM
PRESSURES AND LIMMATION5 STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE;TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELCC41Y
IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING;A PERMANENT LEGIBLE DECAL SMALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGINEERING;
THE FOLLOWING:
F:NGCO INC. CA 6116
'JUST SHUTTER IT INC-FORT ST.LUCIE i FLORIDA 5595 ORANGE DR.201
SUPERNOVA tXTRUDED ALUMINUM ACCORDION 5HUTTM TAME Of CONTENT5: DAVIE, FL. 33314
MIAMI-DADF COUNTY PRODUCT CONTROL APPROVED' Tel.;(954)$85-0304
SHEET DESCRIPTION MCO@AOLXCM
4-LOADS:OF51GNEV LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-BY-A:
PROFESSIONAL ARCHITECT OP ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
""64,4.
PM55UM MUST NOT EXCEED THE ALLOWABLE ME55URE5 FOP,EACH SHUTTER COMPONENT TO BE p
U5ED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55
SEPARATION TABLE 2
AIX
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SMALL BE MADE OF 6063-T6 ORAS NOTED. - . I No,5 609
3 TYPICAL SECTIONS A.B 1,B2,53,04 WITH ANCHORAGE TABLES
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SMALL BEAS SPECIFIED IN THE CURRENT SET OFit
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL 5ECT11ON5 B 4 C VATH ANCHORAGE TABLES STA
7-USE:IT SMALL BE THE RESPONSIBILITY Or THE CONTRACTOR,ARCHITECT OR ENGINEER Of RECORD 5 TYPICAL SECTIONS D.f 4 GH WITH ANCHORAGE TABLES
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED IN5UpjNG PROPER G TYPICAL SECT110145 F.G t I WITH ANCHORAGE TABLES
ANCHORAGE JUL 3 0 205
7.2-THE SITE 5PEciric PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS*X
REQUIREMENTS.DESIGNED PRESSURES ETC. Engineer Seat
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT, a LOCK MALE#FEMALE SECTION5'V Pedro Do Nuciredo-PE 52G09
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATP SECTION5'M' MIAMI DADE APPROVAL
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS'N' FRODUCrRBVISED
In cOmPlYing with t1to Florida
aimins co&
R
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Asom No
coWay
U51!R.I N5TRUCTION5-. 12 COMPONENTS
1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'](°DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I k
DATE:04/07/2015
3-VERIFY GL155 SEPARATION ON TABLE 2 If APPLICABLE. 5CAUff-NA
DE51GN BY:PPMr
4-DETERMINE MAXIMUM ANCHORAGE PFZE55URE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS
PER SHEETS 3,4.5 4 G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOW-ST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING#:
1 OF 13 15-14G.
PRESSURE FROM GENERAL NOTES 4
MANUPAGTURER:
JUST SHUTTER IT INc
TABLE I TABLE I A INTERIOR/EXTER)OR 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE 91 BLADE MAXIMUM ALLOWABLE N I R#1 B BLADES 6� PORT ST.LUCIE
5HUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE l l00'L 1-� FLORIDA 34983
Tel.:(772)201-9919
BLADE SPAN PRE55URE(P5F) BLADE 51-AN PRE55UM(P5F) rim ALL ALUMINUM STADES Fax:(772)673-0588
INCHES NfZ•A INCHES 1 ) WvWJ,JUST51iUTTEMT.COM
Gp IGO 16 INTERIOR/EXTERIOR
66 158 158 66 158 158
72 144 144 72 144 144
78 133 133 78 133 133 PRODUCT:
84 124 124 84 124 124 INTERIOR EXTERIOR 68 5UPERNOVA
90 116 ll6 00 116 116
96 108 108 9G 108 108 I 1 i-� COMBINATION EXTRUDED ALUMINUM
104 100 100 104 100 100 100' A5LAM CMM5f A�GCD�ES ' ACCORDION 5HurrER
108 93 93 108 93 93
4 SMALL
114 83 83 !14 83 $3 m COMB NAT q 5 As REW RED L PACED RATED
1H 1H
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 G$ 68 1 6 68 G8
132 62 62 132 6I GI ENGINEERING:
INC.13$ 57 57 i38 53 53 INTERIOR/EXTERIOR FNGCO NCCADIIG
144 48 52 144 45 47
150 41 48 _ 150 3$ 42 55950 RANGE DR.201
162 30 40 162 28 33 SB IB� B DAMS, Ft. 33314
NOTES:........ ... ...._.. ___._._.. .a. .
Tel.:(954)585.0304
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1-ACCORDIq{gNUTTERDIADE SPNI DNCNES)IORALL CONOD)pN5
2-PRY.ssURC•OC9K.N WIND LOAR iFSP) !$ IB ��PryeeeJrAgH .
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TADULATE0"WE5.
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MIAM•DADE COUNNS).
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LARGEST CLA58 DARAIROg
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DATE:04107/2015
A,8,B1,B2,B3,84 BOTTOM TRACK SCALE:NA
C D4 F G.1,14 DE51GN BY:PPMF
SHUTTER WIDTH (SN)
NO LIMITATION
SHEET DRAWING b:
2 OF 13 15-14G
TYPICAL 5ECTION5 A,131.132,153,134
1/4-14XI' GR5 SDS OR AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
SECTION A #IOX3/4' TIERS
BUILT-OUT ON ANGLE I/4-20XI/21 HRMS VINUT AT 12' OC
SPACED AT 12'DC 1341 SW S.MACEDC)BLVD
riEADER 0R511L °q, Is FORT ST.LUCIE
FOPTIONAL FLORIDA 34983
2,2A SECTION 154 1.:(772)20t-9919
ADJUSTABLE TRACK
x.(772)673-0588
EMBED ON REVERSE ANGIE WW,JU5T5tiUTTERJT.COM
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ANCHORS DESIGNED
6A PRODUCT:
As PER SECTION B4
7ANCHORS DESIGNED ON TABLE BELOW
�
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ON TABLE BEL13W SUPERNOVA
a 1/1H EXTRUDW ALUMINUM
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5595 ORANGE DR,201
ANCHORS DESIGNED
SECTION 133 DAVIE, FL. 33314
As PER SECTION BI -0304
4 ON #IOX3/4;CTEKS----'. ADJJL�i%A�Mf ON Tel.:(954)585
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aPTIML SPACED AT 5'OC
L
MOD JUL 3 0 2015
T- MAX. BLADE SPAN IN INCHES Engmear Seal
Pedro Do Mquetredo-PE 52609
SEE ANCHOR SCHEDULE 44 11 4 EMBED. MAXIMUM ANCHORAGE
S14EET It FOR ANCHOR TYPE N-* ORArE PRESSURE(PSP)
\ BASED ON SPACING IN INCHES ON CENTER MIAMI DAVE APPROVAL,
1/4-1011 GR5 SDS OR SECTION D2 ANCHORAGE SPACING162 1 132 108 1 84 60 PRODUCTREWSED
1/4-2OXI/2' HHMS W/NUTA 'A'TRACK ON s E I Ell E I El E El E El —E- I m5com94yinswithftFloma
SPACED AT 12'OC STD ANGLE 14 40 31 621 38 93 46 124 60 160 84 "wagcoft
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SECTIONS 12 0 361 621 44 93 54 160 70 160 98 nlc. - .0'3
A,81,82 a Of 401 621 62 93 81 .124 105 160 146 1pW2019
MAX BLADE SPAN IN INCHES..\ B3,54 6 4,11 111 62 62 1 g6l 93 93 1241124 160 160 Oy
4, 46 Z 9:3 93 124 110A IGO 160_
SEE ANCHOR SCHEDULE ON 2
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING 2AX I M U M ANCHORAGE- P R.E 5 5 U R E (P5 F 13 A 5 E D ON 5 P A C I N G IN INCH E5 ON CENTER
162 DATE:04107/2015
132 109 1 84 60 SCALE-NA
A IAl IR 1111 -Vr.-- n At B Bi Ic ID A Al B I C D A Al B DESIGN BY.-PPMF
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40 40 40 140 92 32 62 6a 93_39 93 93 111 �)3 1 60 160 1 ofl
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MANUPACTURM
TYPICAL SECTIONS 13 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT iNc
1341 SW S.MACEDC)BLVD
PORT 5T.LUCIE
FLORIDA 34983
--TANCHORS DESIGNED Tel.:(772)'201-9919
As PER SECTION C Fox.(772)673-0588
ON TABLE BELOW WWWJL15MHUTTFRJT.COM
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EXTRUDED ALUMINUM
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ANCHORS DESIGNED
IGNAL
IMPACTED VANED
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FANCHORS DESIGNED
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MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE FRE55URE (P5f) 13A5ED ON SPACING IN INCHF5 ON CENTER JUL 3 0 2015
ANCHORAGE SPACING 162 132 toe I B4 1 60 Enemeer5cal
A Al B BI C D A Al B B1 C D A Al B BI C D A Al B III C D A Al 1B IB1 IC ,I) Pedm Va Ftqwircd--FE 52609
14 40 40 4 40 4 621 6 4 2 49 22 8 1 60 1104 129 1110 77 11 49 1125- 14 107
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..14 1 40 140 140 140 140 140 E 62 162 162 62 62 93 76 93 193 93 93 124 98 124 124 124 124 16Q 137 160 160 160 160 SWIdingCodo —
AWCptanCe jW�05713.
MAX. BLADE SPAN IN INCHES gy
SEE ANCHOR SCHEDULE ON
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ANCHORAGE SPACING
NG WED ON SPACING IN INChE5 ON CENTER.
162 1 132 108 1 84 60
DATE:04107/2015
E I Ell E El E El E F1 El SCALE:NA
14 40 31 62 3g. 97 46 12 60 15'7 84 OE5IGN DY:PrMP
SECTIONS 12 4E) -36 k262 62 T
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ANCH13RS DESIGNED TYPICAL SECTIONS D,If&GH ANCHORS DESIGNED JUST SHUTTER IT iNc
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PER SECTION
ON TABLE BELOW ON TABLE BELOW 1341 SW 5.MACEDO BLVD
(ED) EDGE PORT ST.LUCIE
(ED) EDGE FLORIDA 34983
DISTANCE Tel.:(772)201-9919
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ENGCO INC.
F-5ECTION GH
14 5595 ORANGE DR.201
N I ADJU5TADLf!MOUNT
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1 1 1
1 1 60
2E424 4V3 A-up
16V2io
2
8 30
62 45
12 1-- 1-- 22 23 2 -- -- 29 34 22 20 41 46 30 28 12
22 27 35 49
— 37 DATE:04/0712015
9 20 24 5 29 301 26 123 121 39 46 129 27 37 24 30 37� SCALE-NA
23 27 1-- 33 34 1 40 125 123 ji— _k4T
SECTION GH -6— 61 172 66-7 42_ L8 27 34 4 53 1 7 74 fl
30 36 23 21 .....�7 44 IT8_ 46 1 53 134 131 59 82 37 45 55 71 1 9 DESIGN BY:rpmr
6;-) 1 " 196 61 -56 3 8
7— 40 .40 4 31 _�6 38 68 1 80 151 147 P 1231144191 EIT 4 38 V47 57
SHEET DRAWING#:
5 Of 13 15-14G
MANUFACTURER:
TYPICAL SFCTION5 G, f AND I
AND ANCHOF,5CHEDLILE f JUST SHUTTER IT INC
U1341 SW S.MACrV0 13LVD
z w FORT 5T.LUCIE
< X
I/IB z FLORIDA 34W3
Ta:(772)201.99 i 9
Fax:(772)673-0588
_j #10X3/4' TEKS = SttLONLY Www.jU5T5HuTTEpjT.00M
AT 121 oc
en
IT PRODUCT:
ION G ANCHORS TYPE
55 Lr MO A, B C OR D
y SILL ADJU%T
UK
ONLY EDGE CLEARANCE(15C) SPACED AT 48'13C 5UPERN OVA
INTO CONCRETE,4°(3000 PSI CON=E) APPLICABLE FOR ALL LOAD
EXTRUDED ALUMINUM
INTO WOOD-2 112'(WOOD
5G:0.55)
CONDITIONS FROM TABLE I ACCORDION SHUTTER,
INTO METAt:21(Goc;srcALLwmAsimA3csim) L4RCC 4 SMALL
IMPACTED FATED
(ED) EDGE
STANDARD LOCATION DISTANCE
2�— ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G pi As PER SECTION GI
ON TABLE BELOW (ED) ON TABLE BELOW ENGCO INC. ..I,,
ElItt
)ISTMCE 5595 ORANGE DR.201
DAVIE. I'L. 33314
5ECTI(?m F.. Tal."(954)$85-0304
,ALTERNATE (EB)
EDGE DISTANCE *A!TRACK IN-9eT MOUNT ERGCO@AOL COM
ANCHORS
A, B,
'PACt
APPL,
CONDITIONS
_BG' L
w 51U.ONLY
DE Ff
td SO
'C N,
EN'q
ANCHORS DESIGNED N.
JAS PER SECTION F
ON TABLE BELOW 2
STA OF
0 A
(ED) EDGE
MAX. BLADE SPAN IN INCHES DISTANCE JUL 30 2015
SEE ANCHOR SCHEDULE ON Engmter Seal
SHEET 11 FOR ANCHOR TYPE Pedro De rquevedo-PC 52609
MAXIMUM ANCHORAGE PRESSURE {PSP) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 1 84 60 162 132 108 84 60 MIAM DAD
A B C D A B C D A Ill IC ID I A III IC ID A B c D
= E E E E _E
3f
16
1 25 -- — 32 4 6 16 21 26 33 46 ?RowjcrRrvlsm
12 2;
12 -- 22 -- -- -2-3 59 20 33 2 1 36 25 125 1 60 35 35 28 4 44 62 as twplying uith 11hu".14da
---r24 1 3 S 66 _�F_
8 28 33 20 20 5 41 24 4 8 C E5 nwidifecac Aeceplaneetlo -
SECTION G -9 _0 30—1 � 1 54 64 38 76 90 53 3 8 34 42 51 66
70
6 38 40 126 126 46 54 132 32 5(�_67—'19—39 1 73 96 51 150 102 120 71 70 6 40 56 68 88 TO
05
14 4 40 139 1-49 62 59 1 109 124 76 175_ 153 1601106 105 40 A5972 gq 110
I— 28 34 1 21 35 142 1
'TIONS _f2 381 40 R 27 46 56 25 34 57 69 30 41 73 —39 5 02 123 54 4 12 40 MIA 6A.".1
SEG S i - -PR- 70 90 127
40 40 30 ;f0_ 62 162 137 .50 85 193 145 09 IA24 1 1531160181_ 111 0 40 62 9311241160
GlI OR F 86 01 40 _40 -4-0 615— J124 40 93 124 160
DATE:04/07JZO 15
24 79
401 40 40 62 162 162 1241 16011601160 160 4 40 62 9311241160 SCALE:NA
DF51GN BY;PPMf
511EET DRAWING#:
6 OF 13 15-14G
MANUFACTURER.,
TYPICAL HORIZONTAL JUST SHUTTER IT wc
JAMB AND CORNER SECTIONS J
OPTIONAL 1341 5W 5.MACEDO BLVD
SEALANT PORT ST.LUGS
MIN, (3) ANCHORS FLORIDA 34953
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tel.:(772)201-9519
IS NOT NECESSARY JAMB CL05URE 4' FROMS ENDS F5ECT16N i I Fax:(772)G73-05W
WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE Www.JU5TshUTTfRjT-COM
INSff MOUNT
(X2) #ICX1 SDS In PRODUCT:
9,9A TOP AND BOTT13M EMBElnww
—TRACKS
A SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION SHUTTER
> LARGE 4 SMALL
itIMPACTED RATED
ENGINEERING:
ITOP & BUTTON TRACKS FNGCO INC.
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)$85-0304
tNCCO@AOL.'COM
IB
E F1,
ANCHORS TYPE
A, 11, C OR D
SPACED.AT 24'DC 0 52609
ci
(ED) EDGE
DISTANCE i nSTA OF
SECTION J2
JAMB CL05URE ONAL
BUILT-OUT MOUNT ,I$
21 OR 11 JUL 3 0 2015
#IOX3/4' SS SMS OR fu3mcer 5col
rl
iA3/16' POP RIVETS rPedroDo have,redo-PC 52GO9
SPACED /IT 24'DC SECTION J3— � CORNER CL05URE MIAMI DADE APPROVAL,
hug
PRODUCr1U33VISrD
as omoyin uith dw rionda
sundinstwo
Ion Data 0/9
et Contra
��4q
DATE:04107/2015
5CALEr NA
IB (L9) PUSH BUTTON 7 OR 7A Df51GN BY:PPMF
II
BUN LUCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING#;
7 01'13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK 5ECTION5 L
1341 5W 5.MACEbO BLVD
FORT ST.LUCIE
FLORIDA 34963
Tel.:(772)201-9919
I=:(772)G73-0588
NOTE:SHUTtER.CAN OF LOCKED FROM 1 WwWjUST5tIUTTERIT-COM
INSIDE OR OUTSIDE BY PLACING LOCK
INSIDE OR OUTSIDE A5 REQUIRED. 'cu 5ffCTioN L
LOCK BIAM SECTION
CLOSE POSITION
PRODUCT:
w
ffiw 5UPERNOVA
o
EXTRUDED ALUMINUM
ACCORDION 5HUTTM
LARGE 4 5MAI
IMPACTED RATED
z 11EA V111A '\1
ENGCO INC. CAOM:
5595 ORANGE DR.201
ID IR DAVIE, FL. 33314
Tel.;(954)585-0304
\-SA D*W@AOL:COM
COMMERCIAL MORTISE LOCK -W/
EXTERIOR KEY OR THUMB TURN
AND INSIDE .THUMB TURN No 0
ANCHORS TYPE 4,
INSTALLED ON SHAPE .8 A, B, C 0R D
SPACED AT 24'13 ST OF
ALTERNATE I
SECTION
L
40 19
LOCK BLADE SECTION ON IA
OPEN FosrnON NA.
111L $0
eL foomear Seal
j redw Do Fievairado-PC 52609
MIAMI DADS APPR,OVAtt
A.
VIA 11111 MODUCriSrD
fu 4,wmplyinoMNvIth dig nwidlk
/ BA Dr
GA—
DATE;04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE.NA
EXTERIOR KEY OR THUMB TURN DE51GM BY:PPMF
w AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ t INSTALLED ON SHAPE 8
i$ EXTERIOR KEY OR THUMB TURN LB
AND INSIDE THUMB TURN 5HECT DRAWING 94
INSTALLED ON SHAPE 8 8 or 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL
UNIMAM LOCK 5ECTION5 M JUST SHUTTER IT INC
LOCKING PINS APPLICABLE 1341 SW S.MACIEDO BLVO
ONLY AT OPEN POSITION
TO SECURE STACK PORT 5T.LUCip
FLORIDA 34953
LUCKING
'NG PINS
A
OCR
ONLY AT OPEN P
TO SECURE STACK
Tel.;(772)201-9919
7A fax:(772)G73-05M
-V i W1Nw.jU5T5H UTTeRMCOM
NOTE:5HUTTER CAN BE LOCKED FROM
MIDI!OR OUT51DE BY PLACING LOCK
INSIDE OF OUT5IDf!AS REQUIRED. cu SECTION M
oh LOCK MADE SECTION PRODUCT:
CL05E POSITION 7A 5UPURNOVA
N4 4
(L wEXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 WALL
IMPACTED RATED
ENGIMMM
N-1 (q 1 7 OR 7N 7 OR 7A ENGCO INC. 6A0,,4
N 7 OR 7A 7 OR 7A* *7 OR 7A 5595 ORANGE M 201
iJ �7 OR 7A DAVIE. FL. 33314
Tel.:(954)58"304
1/4-2OX3/4'T"B SCREW
INGCOOADL.COM
ACCORDION
LOCATED ON ACCDRD113H
ON ACCORDION
X P�.
INTERIOR OR EXTERIOR SIDE
TAP
r.ST ,L PULL
MX1 1/0 PULL PIN
DRILL AND TAP.OPPOSITE
17 IfNSIDE OR OUTSIDE .
387 DE P
38 BLADE If]RECEIVE SCREW
0'1
(39) PUSH PUTTOM LOCK
'
E
LOCATED OR ACCORDION,
INTERIOR OR EXTERIOR SIDE No 2609 -4
ALTERNATE 5ECTION M
MIWITH
SECTION M LOCr ADE5TARTM BLADE SECTION
-0,
LOCK BLADE SECTION
OPEN POSITION
ANCHORS TYPE rr+t..
A D C 13R D JUL 8 0 2015
/-7 OR 7A SPACED AT 24-f3C
Enemear Seal
k
Pedro Be Fjmredo-FE 52609
7 DR 7A-,,,- IA-\ MIAMI DAVE APPROVAL:
cu PRODUCT REVISED
0 cumpl*g widi the P104413
stuldhiscado
um 7 OR 7A Amptimc 146 .03
on Vale 0 019
ade ID PUSH BUTTIOM LOCK 7 OR 7A on 0
LOCATED ON ACCURD113N
INTERIOR OR EXTERIOR SIDE
ACh A7
[agog
7 13R 7A
DATE:04107/2015
5CALlf-NA
DMIGN BY:PPMF
B J41 B
5MEET DRAWING#:
9 Of 13 15-14G
MANUFACTURER:
TYPICAL 110FUCINTAL 5ECTION5 JUST SHUTTER IT iNc
5TD LOCK 5ECTiON5 N
1341 SW S.MACEDO BLVD
FORT 5T.LUCIE
FLOFJOA 34983
Tel.:
(772)201-9919
Fax.(772)673-0568
FNOTF�;5h�UrTER CAN BE LOCKED FROM WWW,JU5TStlUrrCMT.COM
IN51DE OR OUT51DE PLACING LOCK SECTION N
I IN51DE or
LITS �ya
N51DE OR OUTSIDE REQUIRED. ti LOCK BLtDE SECTION
PRODUCT:
day 5UPEKNOVA
H W EXTRUDED ALUMINUM
ACCORDION 5HUM?
LARGE 4 SMALL
IMPACTED RATED
x 17— ENGINEERING:
r:NGCO INC. CA61 IC
is
5595 ORANGE DR.201
DAME, Ft. 33314
22A— Tel.:(954)585-0304
ENGCO@ACL.COM
8 22
22B 06D F1
No. 2609
ANCHURS TYPE
A, B, C ORDL
SPACED AT 24'OC
sivaQr
ALTERNATE 5ICTION 111
5ECTION N LOCK BLADE WIN
LOCK DLADff SECTION STARTER BLADE SECTION 1% /0
OPEN POSITION DME"
JUL 3 0 2015
34— —2, Fqmccr Seal
Pc4m De Fqvewcdo-FE 52609
A
MIAMI DADE APPROVAL:
+ I PROmcrobviSED
M
W0ftu*ft '
z ftwiaswMdWFIwId3
oDft -- --
:7 AcvqKmmeXojF7�b L3.vg
22
82A
p
22A La� UB
DAM 041OW2015
22 eel, SCALE:NA
DESIGN by:PPMF
ID A
5"Eff DRAWING#i
LOOP 13 1'5-146