HomeMy WebLinkAboutNotice of Acceptance M®D�� MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streek Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE QFA,: CCEFTANCE(NOA)_ www.miamidade.eov/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 bOCUMENT: 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 ofthis 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. Many 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 Heimy A.Makar,P.E.,M.S.
M1AMt• /7G�- jh� J"�r'DADECotiNTY ' � NOA No.,15_0513.03
.. , Expiration Date
Approval Date:08/27/2:_08/I41ZOI9015
08/27Page 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 Figuen•edo,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 Altimimim Accordion Shutter",
sheets 1 through 13 of 13,prepared by Engco,-Inc.,datedApril-07,-2015,signed - - -and sealed by Pedro De Figueiredo,P.E.,on July 30,2015.
my A.Maker,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
MANUFACTURM-
JUST SHUTTER IT INC
TABLE-1 TABLE I A
MAX14u_w_zE`O`Zz'zt'::�'>e'Lmx MAXIMUM ALLOWABLE#1 t#IBBLADES Q 1341 5W S.MACEDO BLVD
FORT ST.LLICIE
SHUTTER SPAN X PRr55URf SHUTTER SPAN X PRESSURE 100. FLORIDA 34983
Tel.:(772)201-13919
BLADE SPAN PRESSURE(P5F)
BLADE SPAN FU55URE(P5F) MINUM'BIAD Pax:(772)67"588
INCHES -VU5—TNEG INCHES P05 I NFG__j WWW,jU5T5"UTTERIT.COm
GO60I IGO 60
16 1 160
GG 158 1 158 GG Isa 158
7
2 144 144 72 144 144
78
2;, 133 78 133 133 PRODUCT:
84 24 84 124 124 INTERIOR I EXTERIOR
--
90 116 11 G 90 11 G 116 SUPERNOVA
96 108 108 96 (0-6--_FG-5 COMBINATION EXTRUDED ALUMINUM
104 103 0 100 104 1 DO 100 100, ALUMINUM/LEXAN BLADES ACCORDION ShUTTEP
_§3 108 93 93— COMMATMr,AS REDWRED LARGE 4 SMALL
108 9B1ADe5 CAN BE AMIGED IN�Wff
114 83__M _TT4_ 83 83
1B IB IMPACTED RATED
120 75 75 -i-20 75 75 INTERIOR WERIOR
126 68 68 _f2_G C
62 62 132 GI GI ENGINEERING:
135 57 57 138 —5
3 53
4= 45 -47
-48-1--52-1 INTERIOR EXTERIORf_NGC0 INC. CA8116
.150 41 1 48 1 150 38 425595 ORANGE DR.PO I
162 30 40 iH
DAVIE, FL. 33314
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2-FRE55URE-DC5"WID LOAD"fj I B I B
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4-ZZ I%Tfrol VA—_f INTERIOR EXTERIOR "40
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ENO
TABLE 2 No. 2609
ON- MINIMUM SHUTTER SEPARATION FROM GLAZING
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F�El FEI zo
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L) ALUMINUM 3.125JUL 3 0 20159
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Pedro Pa F."mda-PE 52609
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SHEET DRAWING#:
2 OF 13 IS-14G
MANUFACTURER:
TYPICAL SECTIONS A.131,152,B3,B4
AND ANCHOR 5CHEDULE - -f 1/lB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR o z #10X3/4' TEKS
PORT ST.LUCIE
SECTION A 1/4-20X1/2' HHMS W/NUT a d AT 12' OC 1341'5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC A
HEADER OR SILL t6 FLORIDA 34983
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ANCHORS DESIGNED t°n SECTION 83 DAVIE, PL. 3331 4
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W aPTIUNAL r wA SPACED AT 5'OC JUL$0 2015
r c m _?' Engineer Seal
I v MAX. BLADE SPAN IN IN x - I Pedro De Piguuredo-PE 52609
w 4 11 EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
�2.
_ ___- SECTIONS G SPACI 162 132 108 84 60
ANCHORAGE NG
- - 1/4-14X1' 'GR5 SDS OR - - .. -_- - -- -- _-- _ -- awnpl gH thamFiarida
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SPACED AT 12'OC STD ANGLE 14 40 31 62 36 93 46 124 60 160 84- Ac Not I = S/3•o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 ion Date o��19
A.81,82 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 oy —
4 40 40 62 62 93 93 124 124 160 160- Mlaml Dad ue Coutro
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PS F) 5A5ED ON SPACING IN INCHE5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 1 132 1 (i1DB 84 60 SCALE:NA
A Al B IBI IC III I A JAI I B BI IC ID to Al IB IBI C IF A Al B B1 C D A Al B B1 C D DESIGN BY:PPMF
SECTI S 14 40 -- 40 40 40 40 62 -- 62 49 62 49 'r--9111 22 93 60 92 60 116 W12118 77 1 0 40 160 106 160 107
12 40 -- 411 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 124 89 160 47160 126 160 125
A,B1,@3j 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 124 124 160 71 160 160 160 160
B3,84 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 124 124 160 94 160 160 160 160 SHEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUFACTURER.
TYPICAL SECTIONS 13 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT iNc
1341 5W 5.MACED0 BLVD
FORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(7721201-9915
AS PER SECTION C Fax:(772)6.73-0568
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ANCHORAGE SPACING 162 —132 108 J843 1 60 Engineer Seal
SII A Al R RI r D A Al—B BI IC ID I A IA IR IR1 IC VD fAld Ail B III C D A Al B BI C -D Pedro De Ftqmrcdo-PE 52609
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2 6 57 1 87 126 23 70 187 170 111 34 119 90 112189 156 4 16011261157112
21 62 57 5 MIAMI DADS APPROVAL:
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I wil-i 40 26 40 4 _6' _j_2 6e—-6 6 1 93 139 93 07 193 186 124 t51 1124 Ill 1241111116 1601.156 1601155
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3 152 93 9 124 67 1124 1F4 12411241169 94 16u�
11 4 40 -40-40 140 140 62 62- 62 62 2 76 _§3— H 93 1 1 _im
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SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE Fff55URE(F5F)
ANCHORAGE SPACING BASED ON 59ACING IN INCHE5 ON CENTER
162 132 108 B4 60 DATE:04/07/2015
E El E ES
14 40 31 6 381 87 I 4A 11 1 R irn --- -- SCALE:NA
SECTIONS 12 40 36 62 44 9 5 16098
DESIGN BY;PPMr
B&C 8 40 40 62 62 93 77 124 99 160 138
6 40j 401 62 1 621 93 18811241113 166111
151
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4 1 I'lu I 4U1 6E I 6E 1 93 1 841 24 1108 166 1 SHEET DRAWING#-.
4 OF 13 15-14G
MANUFACTURER.
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AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW 5.MACEDC,BLVD
Ld FORT 5T.LUCIE
tED) EDGEM (ED) EDGE FLORIDA 34963
DISTANCE DISTANCE Tel.:(772)201-9919
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A B C ID I A IR IC ID I A I R -Fr--T—n A B D A B I C I D s E
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MAX. BLADE SPAN IN INCHES
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SEE ANCHOR SCHEDULE ON - Pedro De Pigucrcedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 MIAMI RADE APPROVAL:
A B IC ID 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 PRODUCT RBVISBD
12 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 - - Balldias l7iodwith(hc Piorvdn
SECTION G 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 Buildiryl Code
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 56 68 88 123 AcocptanceNo -051$.03
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4 40 40 39 139m 62.. 62 48. 48. 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 �fy
1 28 34 l5 21 35 42 - 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 -68-1-95 - M1{�pyd odoU Control
SECTIONS 12 36 40 1 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 1
G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 SB 79 153 160 81 111 8 40 6 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 14EI 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
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12 13A ITEM DESCRIPTION MATERIAL MANUP UR
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16 p,19 IA COMP 5BLADE 60G3-T6 ALUMINUM N.A.5.A. Tel.:(772)201-9919
att14 18 G FLOATING STACK
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20 14 2C CBUN TRA K BtADE 6063-TG ALUMINUM N.A.5.A. WWW.JUSTSMUTrERIT.COM
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14 IB_/ 3A 2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A
4 R TRACK 60G3-TG ALUMINUM N.AS.A,
5 RCC SED TRACK 60 -T6 ALUMINUM N. .A PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.AS.A
6A ADJUSTABLE MALE T CK 6063-T6 ALUMINUM N.A.S.A. SUPERNOVA
HEADER 'I f` 7 UNIMATE LACK BLADE W/O LP GOG&T6 ALUMINUM N.A5.A
0 14 7A UNIMATE LOCK BLADE W/LP GOG3-TG ALUMINUM N.A.S,A pq{u7pEp ALUMINUM
SHUTTER
B IID FEMALE LOCK BLADE GOG3-T6 ALUMINUM N.A5.A.
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13-#1 0X3'HN 8B HD ADAPTOR FINER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW 9 1'JAMB CL05URE 6063 TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 60G3-TG ALUMINUM N,AS.A
1 O 114-2X ANGLE 6063 TG ALUMINUM N.A.5.A.
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NYLON WHEEL- - - I/4'PLCO ULTRAGON INTO 2700 P51 CONCRETE --- - - -1-.75- --- _2,5 - x+em+plyinBaLhthoFlorid�
SPACER !)� 14'ITW TAPCON INTO CONCRETE BL 1 to O] -- - SuilGinaCoQe -
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--- B 14-20X I ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3,0 iaa lrsle OE ���r GOI Q
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12-WHEEL S WITtlTH D 1/4'-14 SELF DRILLING SCREWS INTO I/8'STEEL OR ALUMINUM 0.75
STAMPED 55 WI '
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6 E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P5l) 1 1.25 3,0 DATE:04/07/2015
NOTES: ED:EDGE DISTANCE SHALL BE BEYOND WAIL DR.EB5ING SCALE:NA
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60 t 159 ±159 60 ±gg ±gg o Engineer Seal
72 ±132 ±132 72 ±82 t82 ALTERNATE TO PLATE o Pedro De Fgvun do-PE 52609
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DATE:04/07/2015
5CALE:NA
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5171EET DRAWING#:
13 OF 13 15-146