HomeMy WebLinkAboutProduct Approval MIAMI-DADE MIAMI-DADE COUNTY
i;� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) 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 ACC EPTANCP(NOA)`:=
Just Shutter It.Inc. '
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No.14-131,titled"Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of 11,and sht. 3.1,4.1,9.1,prepared by Engco,Inc.,dated
June 26,2014,signed and sealed by Pedro De Figueiredo,P.E.,on June 26,2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01,2014,certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It,Inc.to use the test results approved under
Miami Dade County Approval No. 14-0155,signed by Mr.Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01,2014,signed by
Mr.Samuel Zaza.
3. Letter by Engco Inc.,dated June 26,2014,signed and sealed by Mr.Pedro De
Figuriredo,P.E., certifying that the drawing(No. 14-131)prepared for Just
Shutter It,Inc.is engineering wise identical to N.A.S.A.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 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.
-Je my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
_- Expiration'Date:- -8i14t2019�-
proval:Date:08t27/2015
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 I5-0629.
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.
I5-113)and complies with FBC,2014 Edition.
H"y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expimtion'Date:,08/1412019
e1{iproyal Date Q8L27/2015
E-2 � 'v
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MANUFACTURER:.
Ni[
JUST SHUT TER IT INc
1.341 5W 5.MACEDO BLVD
EXTRUDED—ALUMINUM ACCORDION—5HUTTER FORT ST.LUCIE
F
LARGE M1551LE IMPACT RE515TANT TeLl.:ORIDA(772)2013,4983-9919
Fax.(772)673-0585
WWW.JU5T5liUTrP-Rff.COM
GENERAL NOTES: FLORIDA DUILDING CODE 2014-HVHZ
1-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER,DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL M1551LE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
2-COVE:THIS PRODUCT MA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(MVMZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SMALL BE PLACED AT A READILY V15113LE LOCATION STATING
THE FOLLOWING: ENGINEERING:
ENGCO INC. cA.,.,
'JUST SHUTTER.IT INC-PORT 5T.LUCIE 1 FLORIDA 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TA5LE Of CONTENTS: DAVIV, FL. 33314
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' Tel.;(954)$85-0304
SHEET ENGCO@AOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ONTHE A5CE 7-10 AND PROVIDED-5Y-A
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED PE51GNED I TABLE Of CONTENTS,GENERAL NOTES,USER INSTRUCTIONS ......
.4.
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO 13E PRESSURE TABLE DE P1, 'N..
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55UTABLE 1, 1 A AND GLA55 0
SEPARATION TABLE 2 0171';�1 -
"1 z
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5-MATERIAL:ALL.EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-TGG OR AS NOTED. TYPICAL SECTIONS A.D 1.52,B3,54 WITH ANCHORAGE TABLESNo.5 609
3
r—FASTENERS;A55EM13LY 5CREW5 AND ANCHORS SMALL BE AS 5FECIFIFO IN THE CURRENT SET OF It
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS 014 C WITH ANCHORAGE TABLES yy STAT11
q F ty
• Az
7-USE:IT SHALL BE THE RESPONSIBILITY Or THE CONTRACTOR,ARCHITECT OR ENGINEER Or RECORD 5 -TYPICAL SECTIONS D,E t Gm WITH ANCHORAGE TABLES OR
TO VERIFY THE FOLLOWING:
7.1-7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER G TYPICAL SECTIONS F.G 4 1 WITH ANCHORAGE TABLES
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER 5ECTION5 7 JUL 9 0 Z015
REQUIREMENTS,DESIGNED PRE55URE5 ETC. seat
7.3-THAT TH15 APPROVAL 15 ADEQUATE To THE SPECIFIC PROJECT. a LOCK MALE t FEMALE SECTIONS*I! Pedro Da ftgueire4o-PE 52609
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATI!SECTIONS'M' MIAMI DADE AFrROVAU
FOR THIS PRODUCT APPROVAL.MOWEVEF,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS'N' FR0DUCrRtVISr-b
63 wmftYing with the Florida
11 BILL Or MATFRJAL5,ANCHOR SCHEDULE f BLADE ASSEMBLY. Building Cb&
AcmMw—Nal.-0 )7.og-
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USER INSTRUCTIONS: 12 COMPONENTS
M' D duat Contra
I-DETERMINE PROJECT DESIGN WINE)LOAD PRESSURES AS PER ITEM 4 OP GENERAL NOTES. 13 SECTION'r DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA.
DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE:NA
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS DESIGN BY.,PPMF
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRfO DESIGN 5HEET DRAWING#:
PRESSURE FROM GENERAL NOTES 4 1 OF 13 15-146
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MINIMUM SHUTTER SEPARATION PROMMAZING
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TYPICAL 5ECTION5 A,131,132,83,154
AND ANCHOR 5CHEDULE - -fJ6AJ
1B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS DR a zN10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT a ILAT 12' DC 1341 BW 5.MACEDO BLVD
BUILT-OUT C ANGLE SPACED AT 12.00 -31,
PORT 5T.LUCIE
HEADER OR SILL FLORIDA 34983
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X z ON TABLE BELOW 93
ACCORDION SHUTTER
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tiI v MAX. BLADE SPAN IN INCHES Pedro De Figue,redo-PE 52609
11 SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
f SECTION 02 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTRBVISGD
1/4-14X1' GR5 SDS OR i 'A'TRACK ON s E1 E E1 E E1 E EI E El reamtplyingwahthe F(ocido
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SPACED AT 12'OC 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Aoeeplente No I — S�$.o3
SRL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 L60 98 Expi lionUateo
A.131,B2 8 40 40 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 or
4 401 401 62 62 93 93 124 124 160 160 Mlant Uod uc Contro
SEE ANCHOR SCHEDULE ON
SHEET It FOR ANCHOR TYPE MAXIMUM ANCHORAGE P R E 5 5 U R E (P5 F) 5 A 5 E D ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 1 132 1 108 84 60 SCALE:NA
A Al B IBI IC ID I A JAI 111 IBI C ID A Al B B1 C D A Al B H1 C D A Al H H1 C D DESIGN 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 1 0 40 160 108 160 107
SECTIONS 12 40 -- AO 40 40 40 62 21 62 57 62 57 93 26 93 7D 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1,B2 g 40 26 40 40 4D 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
B3,64 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING H:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUFACTURER:
TYPICAL SECTION5 B AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS-DESIGNED _ Tel.:(772)201-9919
AS PER SI-C Pax:(772)67&0588
N TABLE-BELOW WWW.JU5T5HUTTERfT.COM
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= EXTRUDED ALUMINUM
Li mm I - ACCORDION SHUTTER
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l i y w a ON TABLE BELOW x o- SECTION C
t> u o W w TRACK 3 OR 3A
WALL MOUNT WITH ENGINEERING:
a HEADER OR SILL ENGCO INC. CACItG
SECTION B - = iii 5595 ORANGE DR.201
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MMI.. No. 2609
ANCHORS DESIGNED
AS PER SECTION C' p •'
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SEE ANCHOR SCHEDULE ON JUL 8 0 2015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (1`5F) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 P 8-- 84 60 Engineer Seal
A �IB B1 C D A Al B BI C 1) FA3 AI H HI C D A Al B Bl C D A Al B B1 C .D Pedro DePiguaredo-PE52GO9
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rC§E,C,'.rI 12 40 -- 40 40 40 40 62 21 62 57 62 57 67 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL:
' 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 51 124 111 124 111 160 71 116U11:315 160 155 P1lODUCTREVisen
FL%!J 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 ocamplyingWiththcllmida
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 Cedu
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Bltpi NonUatoo i�o��
MAX. BLADE SPAN IN INCHES By rti
Mi:uniD ucl Control
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(1`50SHEET 11 FOR ANCHOR TYPE BA5ED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 84 1 60 DATE:04/07/2015
5 E E1 EI E1 I E IE1 I E E1 I E E1 SCALE:NA
14 40 31 62 38 87 46 112 60 1S7 84 DF51GN BY:PPMP
SECTIONS 12 40 361 621 44 93 1541121 70 160 98
B 8 C 8 40 40 62 62 93 77 124 99 160 136
6 40 40 62 62 93 88 124 113 1621152
4 40 40 62 62 93 64 124 108 160 151 SHEET DRAWING N:
4 OF 13 15-146
MANUPACTUREK-
ANCHORS DESIGNED TYPICAL 5ECTION5 0,E*GH ANCHORS DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W 5,MACED0 BLVD
(ED) FORT ST.LLICIE
EDGE (ED) EDGE FLORIDA 34983
DISTANCE
wDISTANCE Tel.:(772)201-9919
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TRACK 2 OR 2A —(ED) EDGE A SUPERNOVA
w HEADER OF SILL DISTANCE_01--r 2 EaRUDIfD ALUMINUM
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w m AnJU5TAUE MOUNT 5595 ORANGE DR.201
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ANCHORAGE SPACING 162 1 132 X108"1' 84 60 1621132 108 84 60
D — - Pedro Do rl'parrado-PE 52GO9
A D C ID I A IR Ir D A B C D A B C D s E E E E E
16 22 27 __ __ —2 43 52 25 131 60 72 36 43 16 28 34 41 S3 74
f'IZ 30 3 6_ 21 37 44 22 86 -45 -54 26 32 58 69 34 41 91 97 148 57 12 37 45 55 71 99 MIAMI DADE APPROVAL:
39 67 80 4Q 48 86 103 51 61
1:9�s -6— 40 434 Ie6 132 55 62 32 6 _121 145171 186 8 40-L 62 83 106 149 PRODUCT REVISPI)
40 40 135 40 62 62 43 _92— 90 93 5*4 115 124 34
8 [ 160 260195 1115 6 401 62 93 124 160
3 9
40 L 40 62 62 - 160 Fil 3 T R6 a 93 124 160 BuildiCada
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27 1?6
3E 27 1 32 120 1 SS 141 26 24 49 58 36 34 11 22 7 3 4 0
9 22 26 20 -- 34 39 124 23 43 1. 31 30 60 71 44 42 9 52 73
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4 2 "7 34. 9 27 55 164 41 37 9 24 30 37 47 66
SECTION GH7§— 23 28 40 25 E3 1 44 151 13 130 1 61 1 41 SCALE:NA
31)1 36 123 121 33 �2 W6 42 8 27 34 53 74 DESIGN BY.PPMF
37 44 46 53 34 3 '9 4j3 jg4Q 1 126 971 '!�6_ i; 37 4 55 71 99
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4. Q 1..40 134 131 56 62 42 3 6 80 51 47 1 98 111103 84 4 38 47 57 74 103
SHEET DRAWING#:
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MANUPACTURFR-
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' I/1 B PORT 5T.LUCIE
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SEE ANCHOR SCHEDULE ON Pedro De Rguevedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON 5PACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 132 4108. 84 60 162 132 106 84 60 MIAMI RADE APPROVAL.,
A B C D A B C D A B C D A B C D A B C D s E E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCTRBVISC:n
12 22 23 27 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 ssildincomplying dWith the Florida
SECTIONG B 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Building CoAe
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G10RF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 56 79 153 160 81 111 8 40 62 93 124 160
6 40 40 40 40 62 62 49 62 93 93 6D 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 4D 62 93 124 160 5CALE:NA
v DESIGN BY:PPMF
5HEET DRAWING M:
G OF 13 15-146
MANUFACTURER:
ZYP I CAL-H 0Pj26R�L7-----
, " 1j- - 5ECnON57i J JUST SHUTTER IT iNc
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OPTIONAL 1341 5W S.MACEDO BLVD
SEALANT
PORT ST.UJCIE
ANCHORAGE TO WALL SECTION J MIN. (3) ANCHORS FLORIDA 34903
TYPE A B C OR D Tel.:(772)201-9919
Is NOT NECESSARY i JAMB CL05URE 4' FROMS END Fax;(772)673-0588
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5595 ORANGE DR.201
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—IA 3116* POP RIVETS
SPACED AT 24'OC 5ECTION J3 Pedro De h5va ZZ.PE 52609
CORNER CLOSURE MIAMI DADE APPROVAL:
PRODUCrIW-.VISCD
w maiplying with the I'lorida
RUMMB Coda
A"t.10 No
lonData
ct Centro
DATE:04/07/2015
SCALE;NA
\-7 UR 7
4 A DE51GN BY,PPMF
iD Pus.'U T,
(19) PUSH BUTTON LUCK
N .
IR LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
7 Of 13 15-146
L I
MANUFACTURER,-
TYPICAL-HOMONTAL—
ANUFACTURER:TYPICAL-HOMONTAL— -- �' JUST SHUTTER IT INc
UNIM E-LOCK5ECTI`ONS M
�'— LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT 5T.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
7A WWWJU5T5HUTTERIT.COM
N
NOTE:5HUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK z N SECTION M PRODUCT:
IN51DE OR OUT5IDE A5 REQUIRED. o LOCK BLADE SECT ONS
NSW cLgsrltoN� 7A SUPERNOVA
a
�a 4 EXTRUDED ALUMINUM
�o_w ACCORDION 5HLITTEK
y w LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. CABI tE
7 OR 7A DAVSE,R ORANGE
314
1 Tel.:(954)585.0304
_ _ _ 7AC
ENGCO@AOL.COM
B 1/4-20%3/4REWLOCATED IDNINTERIOR BR EIDE 1/4X1 1/2 PULL PIN .r,� pE F%
7 DRILL AND ITE INSIDE DR OUTSIDE d�3 � BLADE TO RREW ��,,QO �CEN,p -��•���
- �� V
(19)
LOCATED HONUACCORDTTUM ION ,4 No-52609 }
INTERIOR OR EXTERIOR SIDE j
T .
ALTERNATE 5ECTION M I '� STA F
LOCK BLADE WITH
ION.M� STARTER BLADE SECTION %O�ss 0 R 1�P��\��.`
• [�LA62.1!5ECTi01'1. ••.F .•"
—OEENPO9RION
ANCHORS TYPE
A, B, C OR D JUL8 0 2015
7 OR 7A SPACED AT 24'OC
Engineer Seal
�( Pedro De Fs pairedo-PE 52609
7 OR 7A—,,- lA OlBEOOT I
MIAMI DADS APPROVAL:
a PRODUCTREVISGD
r amplying W10�the Florida
larlwN Building Code
Aeoeptmw No/ 5J3.o3
u>bo 7 OR 7A B* on"ateo Zo/4
a
By
1 i O:ule t Con ro
1B PUSH BUTTON LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMF
1 1
1B 1� 1B
SHEET DRAWING#:
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5
5TD LOCK SECTIONS N JUST SHUTTER IT iNc
1341 5W 5.MACEDO BLVD
PORT 57.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
NOTE:5
HU:
ER CAN M 'D 'M
WWW.JU5T5hUTTERJT,COM
iN5IO�ORoMIDEEN NG LOCK SECTION NIrIDE OR OUT51DE A5 REOUIRED.
CU
II=BLADE SECTION
(4
El-- CL05E POSITION PRODUCT:
1-W
5UPERNOVA
f)(TRUDfE)ALUMINUM
ACCORDION 5tiUTTER
LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CA.111
1.8 5595 ORANGE DR,201
22A- DAVIE FL. 3331-4
Tel,:(9�4)585-0304
< — - ENGCO@AOL.COM-
pasnsrggr,4
22B D F/
At
Si
-0
No 2609 X
ANCHORS TYPE i*f I
A, B, C ORD -0
ALTERNATE 5ECTIO14 N I SPACED AT 24'CC
5icrIoN N ,- OR
LOCK BLAIX WITH
Locr BLADE 5VCTION STARTER BLADE 5ECTION 0/0NAL
OPEN F05MON IA)
JUL 3 0 2015
—F- 15 Engineer Seal
Pedro De Ppwed.-It 52609
MIAMI WE APPROVAL,
FRODUCrQ3VISED
cv
buitc
02 0-mPir'Mift the FloWs
urps coft
:7 A c a qft No L5.S05 L3
3,
ianDakQ
2.2 22
A uc contro
'2D
22A iB 22D
022DATE:0410712015
SCALE:NA
DE51GN BY:PPMF
5l1fFT DRAWING#:
loor is
MANUFACTURER:
LCAL—BLADE A55EMBLY
BILL OF MATERIAL5 JUST SHUTTER IT INC
13 13415W 5.MACEDOBLVD
ITEM DESCRIPTION MATERIAL MANUP CTURER PORT ST.LUCIE
j2 13A E 6463-T6 ALUMINUM N.A. FLORIDA 34983
16 p,jg IA STARTER BLADE 6063-T6 ALUMINUM N.A,S.A Tel.:(772)201-9919
IPTLIDLY.
—IB COMPOSITE BLADE 6063-T6 t IIXAN N-A•S-A- fax:(772}673-OSSB
20 l4 IG FLOATING STACK BLADE 6063T6ALUMINUM N,A.S.A WWW,JUSTSHLITTEPIT.COM
0 2 CEILING TRACK 6063-TG ALUMINUM N.A.S.IL
16 �,-� N 3 1`)I/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A,S,A.
14 1 3A 2'WALL MOUNT TRAC 6063-T6 ALUMINUM N.A S.A.
t B 4 'A'TRACK 6063-T6 ALUMINUM N.A.5,
5 RECESSED TRACK COQ-T6 ALUMINUM N.A.5.A, PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM MA.5.A.
I I.6A ADJUSTAB E MALETRACK 6063-T6 ALUMINUM N.A.5.A. SUPERNOVA
HEADER —'I L` 7 LTNIMATf LOCK BLADE W70 LF 6463-T6 ALUMINUM N.A.S.A. lUC{RUpED ALUMINUM0.14 7A UNIMATE LOCK BLADE WI LP 6063-76—ALUMINUM N.A.5.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
8A HD MALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A, LARGE a SMALL
BLADE SCREW 13-d 10X W 85 HO ADAPTOR FlU.F.R 6463-TG ALUMINUM N.A.5,A. IMPACTED RATED
9 1'JAMB CL05URf 6063-TG TG
N.A.5.A.
410 57AINLESS STEEL 9A 2-JAMB CL05UR.E 6063-76 ALUMINUM N.A.5.A.
10 iM-2X ANGLE 6063-TG ALUMINUM
I I 178-2X ANGLE G063-T6 ALUMINUM N.A.S.A. ENGINEERING: INC.A!/�
0.19 WHEEL GARBLER
PLATED 5TEEL1 NYLON MA.S.A. j^ j'j cnallK
SIU n 13 d 10X3"HH BLADE SCREW 410 5TAMLGC 4.
ES5 STEEL N.A.5.A
o w 13A #I OW HH BLADE SCREW 410 5TMNLE55 STEEL N.A.S.A, 5595 ORANGE DR.201
14 0.44'DIAM.FLATWA5HER 5TAINLE555TEEL N.A.S.A, DAVIE, PL, 33314
L 5 0.46'0 x 0.93'BU5HING NYLON N.A.5-A. 'Tel,:(954)585-0304
16 0.46'0 x 0.65"WHEEL BUSHING NYLON N.A.5.A. ENGCOQAOL.COM
14 i 19 PU5H-BUTTOM LOCK "
t B 14 20 12-x 378'WHEEL 5PACER NYLON N.A.S.A, pM++++»n•
IS EPTI. ~' 2i 1116-1X2,IXZ5,1X4 1.5X3 ANGLES 6063-T5 ALUMINUM MA,5.A- +�/+�� E. /+�+•'
O,14 22• 5TO FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A, �r (}j '���/•'•
13 13q IgA-1t IOX2'HH 22A 5TD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. ��+�.pQQ,.���D'ENs �/•g
BLADE SCREW. 220 5TO LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A.
410 STAINLESS STEEL + NO:52609 A e
0.a 0
0.a 0 0.390STATE OF ti
o,zo z 0�•+w�0
0.390 tea„ a 44 0.03 •y tCst ........
(�
6 4—
ra d ( nr+acro++
o.3l0 JUL 3 0 2015
STAINLESS STEEL
'Em
T o N 14-0.03'X 0.44`0 E oxu Seal
Q TZ P N
d� o Q o o PIAT WA5HI!P Pedro De Pg eiredo-PE 52609
�'�j ANCHOR SCHEDULE
16-4610X.651 I S-.46"0 X.93' ._EMB- EA.. MIAMI DADE APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING 'WE DESCRIPTION
20.112`0 x 0.36• 'CA--_i/4'-I*=TAPCON-(NTO-3000-PSI-CONCRETB� _!-,75�__3.O t PROMerR[wsw
NYLON WHEEL I/4"ELCO ULTRACON INTO 2700 P51 CONCRETE 1,75 _2.5.,.. a complying with the FlDc(de
SPACER a A-rt�', 4'' fiAPCON INTO-GONG BLOC _ _ :t:2 �.—3.0——- tt Hvlt 8cade
1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Acceptance No o f
B 114-20X!ALL POINTS SOUD-5ET INTO 3.0 K51 CONCRETE 4 0.875 3.0 iO°Uuel� l Q
151 !4-20XI ALL POINTS SOLID- ET INTO CONCRETE BLOCK 0,875 3
C L 'WOOD LA 51 INTO G=.55 WOO 1.5 1. n Contra!
12-WHEEL CARRIER D !/4'-14 5ELF DRILLING SCREWS INTO l/8'STEEL OR ALUMINUM 0,75
STAMPED SS WITH •
O NYLON WHEELS E !/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1,75 3.0
r6 E 1 I/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) I.25 3.0 DATE:04/07/2015
nines: ED,WO DISTACE SHALL BE 5M149 WALL PRES51110 SCALE:NA
10 00 LwN r a otzeiE P „4\WOD0=110 WALL DSCRtW9 CAL!SE USED iN WIACE Of IIa'ue scruv s DESIGN BY:PPMP
Ci
r-1.2a•—�
SHEET DRAWING#:
L I OF 13 15-146
5NUTTER COMPONENTS MANUFACTURER-
4 4.56 -192 JUST SHUTTER IT INC
,51,
C,j
EI
4.54- 4.D -3.23 a4b
4.08 13411 5W 5.MACEDO BLVD
in 1.?4-+-1.99 0.61 2,65-1
dp FORT ST.LUCIE
c(0 0 uC5 Cl.97 FLORIDA 34e&3
C5-T- Tel.:(772)201-9919
7' -F ci Fax.(772)G7.3-05M
O.0 3.21 1.23 15-COMPOSITE 1.49- T c3 Www.jU5TSHUTTfRIT.COm
to ALUMINUM/LfXAN BLADE 04----1
i-6.1551 ACCOfl-11-1"If
LEAN POLYCARBONATE APPROVED 7A-UNIMATE W1 LP
F-01.445--�T C-5 AS PER NOA 13-0717.0 i r-7--UmIMAm.wj0tp- LOCKING BLADES a 41
(
XL 1 02uV LOCKING BIADE5-I A-ST fltpE PRODUCT:
4.61- 1.83 CIL 51 2.31 SUPERNOVA
4.08 1.77 151 2 a06 R A EXTRUDED ALUMINUM
00' oLARGE!4 SMALL
1.56 6 ACCORDION SHUTTER
06J IMPACTED RATED
tn
4? 0 =4====A
C3 p-J=
8B-ADAPTOR FILLER
I C-0.05-FLOATING STACK 0-; -;
M 64-7 99 USE WITH 8 AND&A ENGINEERINGi
Ra
2-IN ETTRACKW/RG OPTIONAL I cp-ii- T 3.00.
HEADER/SILL MOUNT ENGCO INC. CABI I6
a 13 t-ta-.-08 G.64- 5595 ORANGE DR.201
L2�1-INSET-TRACKAVP RG 8A-MALE HD 0. a 0.60 DAVIE. FL. 33314
ALTEAMIC CALK FIF-ADER15ILLY2UNT 8-FEMALE HD LOCKING BLADE Tel,(954)58-5-0304
END RECEPTOR
APPLICAME TO 3.83- LOCKING BLADE ENGCO@AOI.COM
TR=3,3;1
3A AND 3A.I
0.1 1 0
RECE55CID TRACK DE F1
o -2.60 S�ILL MOUNT ONLY
-Z.
+
ci
EN
N.-
0.10 F--T06 0.�7'
�z 0.16
2,83 6 a 86 No. 2609
3,8`�
4,61----
"4
W- .1616�
07
RECE
r M,
C, .17
'831
2.41
T- 1.65
-.6. d, STA
A 10 v-
0.07
T T
0.61
TRG
OPT . .....
CL 3A-21 BUILD-CUT TRACK JAMB CLOSURE
95-111)
6
D.86 HEADER/SILL tr/ONA1.
rUrrtrrrr
MOUNT T
1.0 0
-
OR
OR _1, TA-L 3A-1-21130 TRACK w10
-10.61
.Sa_ __ .'. ROMN GUARD(RG) 2M LOCK KEEPER INSERT 2.70--
0.07 22-FEMALE STS, 22A-MALE STD 9-PJAMB CLOSURE
JUL 302015
Im LOCKING BLADE LOCKING BLADE 515,near Seal
3-1 BUILT-OUT MM OPTIONAL k 91
c3 Pedro De rigue,,edo-FE 52609
HEADER!SELL MOUNT 0.125 3.70
-3-1-".J*.BO-TRACK WID 0.25 MIAMI DADE APPROVAL:
PAN GUARD(RG) -2-43- -2.07 9A-2'JAMB CLOSURE
-------------- 91 0.09 PRODUCrPWISED
as cmplying with The Fluid.
0.610,06 RWIdi%Code
AccepWw.No)15F.0 13.0'3
Evi ionD,10 -
z z
0.86
By
21-I/IG'Tmcr,�Nats
ci
0.61 L9 00 c3 ami uc*t Centkro
A i I I 1 0
GcG3-T5 ALUMINUM ALLOY
cd bi SIDE CLOSURE USE ONLY
EL 83 1
2.09 -2,61---�0.75
0.07 2.a3 0.07 3 DATE;04/0712015
1 .3 SCALE:NA
o. 1.29 G-ADJUSTABLE FEMALE GA-ADJUSTABLE MALE DESIGN BY:PPMF
li
HEADER/SILL MOUNT HEADER/SILL MOUNT
3.31
r4-A TRACK SHEET .DRAWING#:
tsu'MOUNLOak I I I/&THICK ANGLES 10-114'THICK ANGLES -I' OR 1.51 12 OF 13 15-14G
P%3TG-ALUMINUM ALLOY GOG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT ING
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W 5,MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
Www.J U5T5HUTTERIT.COM
0.63
1.25+1,25— 0.62{-1.25 —S,00��
PRODUCT:
N
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS SUPERNOVA
WITH 2' MINIMUM 114"X5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
'
5.00 IMPACTED RATED
All L
1/4'X5' OR 1/B-X5' 6063-T6 oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO 1 ENGCO INC. GBI16
r RAFTERS AT MAXIMUM 24' LTC
ALTERNATE TO PLATE
SEE TABLE BELOW FOR SHUTTER ei
}_ mm SPAN & PRESSURE 1/4'X2'X5°6063-TG ALUMINUM ANGLE 5595 ORANGE DR.201
I DAVIE. FL. 5-03 4
� 1/4'-14X 2' SELF DRILLING SCREWS _ _ _ _ _ Tel.:(954)585-0304
r W z SEE SHEET 5 MOUNT TYPED ENGCO@AOL.COM
as ANCHOR TYPED FOR ANCHOR SPACING ,rppr.••••..��
� .i/1B � � O� E
EN pF
�s.oo� * No. 2609 }*e
` L
Nay STA
1/8'X5'GOG3-TG ALUMINUM PLATE
ALI-OWABLE DESIGNED PRE55URE5 ALLOWABLE DE51GNED PRF55URE5
FOR 5ECTION X WITH I/4'ALUMINUM PLATE FOR SEGRON X WITH 1/8'ALUMINUM PLATE ! NAL
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED �+-- 5.00— -
SPAN PPE55URE(PS SPAN PRESSURE P5F I Cu I JUL 0 2015
IN BLADE I BLADE 15 (IN) BLADE I I BLADE 113 T Engmeer Seal
60 ±159 : 159 60 399 ±99 1 Pedro De Figue redo-PE 52609
72 3132 ±132 72 382 ±82 ALTERNATE TO PLATE 00
+
84 1 13 1 1 13 84 ±71 371 1/8'X2 X5°6063-T6 ALUMINUM ANGLE
ni MIAMI DADS APPROVAL:
90 1106 ±106 90 36G ±G6
108 + 88 88 108 ±55 355 L'ROD(TCI'RBV1sGn
126 ± 68 ± 68 126 347 ±47 BWWin Cod with the Florida
132 ± 62 ± GI 132 ±45 ±45 meprancCallol
14a +a8,-52 +45,47 144 ±4I is I Dai��
162 +30,-40 +28,-33 162 130 +28,-30
By
dBua Dodo ucI Centro
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/0712015
SCALE:NA
DESIGN BY:PPMF
SHEET DRAWMG 8:
13 OF 13 15-146