HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADS COUNTY
M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE.OF ACC1XTANCE_(N9_A);1 www.minmidade.sov/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 Engeo,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 maybe 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 Helmy A.Makar,P.E.,M.S.
MtAM4DADE COUNTY NOA No.15-0513.03
M, xptration-Date 08/14%1019--
� Approval°Dater08/271201-5�
0 00/Z 7/��s Page 1
Just Shutter It.Inc. .
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through Il of Il,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
--See-Association_'sgeneric approval-under 1-4-0155.__
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.
Z 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
Figitrit-edo,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.
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
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. 15-196)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,2019 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
j MANUFACTURER_-
,�� F' V JUST SHUTTER IT INC
1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.LUCIE
DA 363
LARGE M 1551 LE I M PACT RE515TANT Tell.:(777)201 9919
Pax:(772)G73-0588
W WvV,JU5T5HUTTERIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ -
I-DEFINITION:THIS PRODUCT 45 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 MISSILE)WITHIN THE ALLOWABLE DESIGNED - - - - - - _ - - - - EXtRUDED ALUMINUM'-----
PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL, ACCORDION SHUTTER
— 2-CODE:THIS PRODUCT HAS BEEN TESTED AND pE51GNED IN ACCORDANCE WITH THE HIGH VELOCITY LARGE 4 SMALL
IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 201-4 FLORIDA BUILDING CODE. —=-------- _ _ _--_
3-POSTING;A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING
THE FOLLOWING: ENGINEERING:
CAdU6
"JUST SHUTTER ENGCO INC.
A IT INC-PORT ST. CIE,FLORIDA TABLE OF CONTENTS: 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TABLE FL. 33314
MIAM!-DApE COUNTY PRODUCT CONTROL APPROVED" 7e1.:(954)585-0304
.. ._._ ..
SHEET DESCRIPTiQN _ ._. ...— ._.. .._.. ENGCO@AOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BYA
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONSfv�t"rrxrr'xxr
PRE59URE MUST NOT EXCEED THE ALLOWABLE PM55URE5 FOR EACH SHUTTER COMPONENT TO BE � � d���, DE F/G
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55UM TABLE 1, I A AND GLA55 �J'xe„ G"" GFjr'"�
5EPARATION TABLE 2 SF`s
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG34G ORAS NOTED. ' No.
3 TYPICAL SECTIONS A,B 1,B2,B3,B5 609 '
4 WITH ANCHORAGE TABLES e
G-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4' TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES i4 STATI \F w
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL 5ECTtONS D,E 4 GH WTTH ANCHORAGE TABLES M:O�F".�0 R
TO VERIFYTNE FOLLOWING: x s�ONA4
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER G TYPICAL SECTIONS F.G 4 I WITH ANCHORAGE TABLES
ANCHORAGE. x JUL 3 0 2015
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS"J"
REQUIREMENTS.DESIGNED PRE55URE5 ETC, ENmeEnginel
er Sea
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS'L" Pedro De edo-lPE 52609
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL:
FOR TH15 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED, 10 STANDARD LOCK SECTIONS"N' PRODUCTREVISED
as complying with 1110 Florida
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY, Badding cbdo
+..gftn allo D J3,p3
Gt�i ion Ualc o !�
USER INSTRUCTIONS; 12 COMPONENTS
Br
t-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTE5. 13 SECTION X"DETAILS M' duct Conical
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 PRE55URE CAPACITY FUNCTION OF SECTION TYPE 70 BE U5ED 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 REQUIRED DE51GN SHEET DRAWING N:
PRESSURE FROM GENERAL NOTES 4 1 OF 13 15-14G
MANUFACTURER:
JUST SHUTTER IT INC
CFABLE—IJ -J�NTfRJ0R1,WMOR=-1 S 1341 SW 5.MACFDO 13LVO
ABLE #I t#113 BLADES
MAXIMUM ALLOWABLE #I BLADE MAXIMUI;i AU-6W
SHUTTER5PAN X PRE55URE 5HUTTER SPAN X PRE55UPE PORT ST,LUCIE
I Go* FLORIDA 34983
--6 LADE SPAN PRESSURE(P5F) 5LADE SPAN PRESSURE(PSF) eau
Tel.:(772)201-9!)19
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INCHES P05 1NCIG INCHES P05 NEG IJ
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GO '0 GO
GG 158 158 -1 GG -158 158 INTERIOR EXIERIOP
72 - 144 144 1 72 144 144
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133 133 78 133 133 PRODUCT.
54 124 124 84 124 124,
9 go — 61
0 116 116 90 -TIG I I-G SUPERNOVA
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108 108 COMBINATION
104 EXTRUDEQALUMINUM
- 100 100 -FO4 loo 100 1 Go* ALUMINUM/LEXAN BLADES ACCORDION SHUTTER
108 193 -7�73— 108 93 SLAVES CPJJ DEARMGM)IU MAW
- 93 COMBINAMONS AS REQUIRED LAR&F 4 SMALL
114 - 83 --63— 114 83 83 1 1 B 1 B IMPACTED RATED
120 - 75 75 120 75- -75 INTIfRJOF VITMOR
126 68 G& 126 -9-8 68
132 62 --6-2 132 61 G I ENGINEERING:
135 57 757 138 53 53
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150 41 48 38 42 55*95 ORANGE DR.201
I62 1 30 40 1 162)50 1 28 33 2-\ DAVIE, FL, 33314
T.I.:(954)585-0304
NOTE51 ALCLEXAN BLADES ENGCO@AOLCOM
I-ACCORDION 5HUMR MADE SPAN(INCHES)POR ALL CONDITIONS IB IB j
2-PRESSURE
DESIGN
V'Inp LOAD M)
.3- 15 ACCEPTABLE FCR DESIGN i"No LOAM.AND MADE SPAN 5IDNWff?
TAr ?INTERIOR/EXTERIOR iii DE F1
MADE REVERSED INSTAuATIoN rE ALLOWED roK ALL mouiaED cotomoRs Fag,.
Ell
TABLE 2 t No. 2609
� MINIMUM SHUTTER 5EPARATION FROM GLAZING13�tLEUEVATION -TYPIC-taCRD-56EC110N
,JA,B7C,D.E.GHI .13
. 01
TOP TRACK GLAZING SEPARATION (INCHES)
BLADE TYPE BLADE SPAN
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JUL 30 2015
u ALUMINUM 2- 2314- 3.125"
< ALL ELEVATIONS
61310cer 5C01
z Pedro De Nomiredc-PE 52G09
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aPRODUC17REVISM)M. N <=30 ELEVATION MIAMI DADE APPROVAL:
<r ¢ LEXAN 2 IV 3" 31
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>30 MATION Duildins Cd,,
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NOTE5: FWrqlnmtc-�. - Iq
3-WHEN SHU u LARGEST GIk5S SEPARATION SHALL AIS ASSEMBLED WADI PPLY.LY r(rC5 Of bLADC5 THE
DATE:04107/2015
BUTTON TRACK I SCALE:NA
�m� DE51GN By.FIPMF
SHUTTER WIDTH I Sll)��
NO LIMITATION
SHEET DRAWING IV:
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A,B 1, B2,133,134
AND ANCHOR5CHEDLILE — —' I/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 ¢a AT 12' OC 1341'5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC o'i r" PORT 5T.LUCIE
16 FLORIDA 34983
HEADER OR SILL DPTIDNaL Tel.: 772)201-9919
11 i "m 1 SECTION B4
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ANCHORS DESIGNED ,an DAVIE, FL. 33314
1 AS PER SECTION B1 3/4' TEKS SECTION B3 Tel.: 954)585-0304
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is SHEET 11 FOR ANCHOR TYPE BA5ED ON 5PACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
5ECTION B2 ANCHORAGE SPACING PRODDCfREVISED
1/4-14X1' GR5 SDS OR 162 132 108 84 60
1/4-20X1/2' HH W/NUT 'A TRACK ON s E E1 E E1 E E1 E E1 E E7 ascan BuildisCodellththaFlMda
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SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 oaep1. No 1 - S/3.o3
A.81,82 EMpi ,Ion Data o �
8 40 40 62 62 93 81 124 105 160 146
B3,B4 6 40 40 62 62 93 93 124 124 160 160 ny
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 Miami Dad uc Catro
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PI,E55URE (P5 F) 5 A 5 E D ON 5 P A C I N G IN. INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA 7/2015
A Al B IBI IC ID A Al B BI C D A Al B B1 C D A Al B B1 C D A IAl IB IBI IC 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 77 160 40 160 108 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A.B1,B2 8 40 26 40 4D 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 l60 160 160 160
B3,B4 6 40 35 40 4D 140 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 N:
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 16D 3 OF13 15-146
MANUFACTURER:
TYPICAL 5ECTION5 B AND C JUST SHUTTER IT ING
AND ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED
Tel.:(772)'201-9919
AS PER SECTION C rax:(772)673-0588
ON TABLE BELOW WW W.JUSTSHUTTERIT.COM
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OPTIONAL IMPACTED RATED
ti I_j ANCHORS DESIGNED =
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a
HEADER
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HEADER OR SILL
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SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) 0A5ED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 v/108 a L 84-f 60 Engmeedo-
A AI B Bl C D A AI B B1 C D �4A-4 Al B Bl C D <-AtI:A1► B B1 C D A Al B Dl C .D Pedro DePiguaredo-PE 52609
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SEGS 075 12 40 40 40 40 40 62 21 62 57 62 57 87 26 93 70 U/ 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADEAPPROVAL:
yv cS81 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 71 160 156 160 155 PRODUCFREViSGD
B TO 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 ]60 160 to mnplying With the Florida
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Acceptance Na 0513.03
Exp'" tion Dato o /y¢, ,Ze`
MAX. BLADE SPAN IN INCHES ByG
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SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSH
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 DATE:04/07/2015
s E E 1 E E I E E 1 E E I E 71 SCALE:NA
14 40 31 62 38 87 46 112 60 157 84 DE51GN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 160 98
B&C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 88 124 113 160 158
4 40 40 62 62 93 64 124 108 160 151 SHEET DRAWING N:
4 OF 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D, 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 ST. 5,MACEDO BLVD
PORT ST.LUCIE
(ED) EDGE w (ED) EDGE FLORIDA 34983
DISTANCE x DISTANCE Tel.:(772)201-9919
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ANCHORAGE SPACING 162 132 106 L-84 60 162 132 108 84 60 Pedro De Fveiredo-PE 52609
A B C D A B C D A B C D -A: H C D A B C D s E E E E E
16 22 27 - 27 �3'
-- 20 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41 53 74 MIAMI DADS APPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 46 57 12 37 45 55 71 99
[SECTION-D 8 40 40 26 32 55 62 �32 39 67 80 40 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 PRODUCT RL•VISFD
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 40 62 93 124 160 as complying with the Florida
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 1D2 123 160 160 143 160 4 40 62 93 124 160 BaildingCadc o5
Acuptaneo Na� •03
26 -- -- 27 32 20 -- 35 41 26 24 49 8 36 34 11 22 27 33 43 6D Fuplm ton Date o� �9
27 32 20 -- 34 39 24 23 ;43) 51 Ti—30 60 71 44 42 9 27 33 41 52 73
SECJJONE 8 25 30 -- -- 31 36 22 21 36 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 5 82 Dy
6 34 39' 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 109 Miami D duct Control
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 %40
__ __ 22 _- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 DATE:04/07/2015
9 -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 444 SCALE:NA
SECTION GH 8 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 DE51GN BY:PPMF
6 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 '56 6 37 45 55 71 994 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
SHEET DRAWING#:
5 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS G, F AND I JUST SHUTTER IT we
AND ANCHOR 5CHEDULE '
h
_ _ T 1341 SW S.MACEDO BLVD
PORT ST.LUCIE
' _ FLORIDA 34983
M 1/1B of ¢¢ SECTION I Tel.:(772)201-9919
w o. RECESSED MOUNT
ti SILL ONLY Fax:(775)573-0588
w
hx q¢
WWW.JUSTSMUTTERIT.GO
3:
#10X3/4' TEKS
wAT 12
I- oc rn
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PRODUCE:
SECTION G " ANCHORS TYPE
ADJU5TABLEMOUM _ _ SP CE C OR D SUPERNOVA
s -- - EDGE CLEARANCE(EC)
- - y - _ --- - SILL ONLY - _.. -- _ -
A D A 48'OC_
�x I ---- --- - ICO CONCRETE 4"(3000 PSf CONCRETE) - - - APPLICABLE FOR ALL LOAD- _-ACCO D ACCORDION
INTO WOOD-2 1/2'(WOOD SG:0.55) _ (EC) EDGE CONDITIONS FROM TABLE 1 ACCIORDtON SNUTIER
I .
INTO METAL:2'(GW7-TGM,t 1ORA5TMA3c5= r CLEARANCE 'LARC,E 4;SMALL
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4 I
`;,,,y.,;..:.-...:.•..:.ti_,._.. .T:,.<.t_;._--- ------ __-_----- --- -- -- - - -- -- --(
DISTANCE - ---- -- - - - - - - - - - ---- - ------ - --
STANDARD LOCATION _ 2j ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G w AS PER SECTION GI ENGCO INC. cA 6116
ON TABLE BELOW (Ell) DR
EDGE ON TABLE BELOW
DISTANCE w - I/IB _ ,� DAVS ORANGE333?41
Tel::(954)585-0304
r
¢ _ SECTION F �' ENGCO@AOL.COM
--- .ALTERNATE (ED)� "'' '-' '-"'t- a •q°TRACNStTMOUNf
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.OE FSG . .
w ANCHORS DESIGNED r . \CENSFUFNo.
•'
AS PER SECTION F x((77p
TABLE BELOW a 'NO. 2609
4 o'• STA OF ,.
(ED) EDGE w� JUL ,� 20I5
DISTANCE w
MAX. BLADE SPAN IN INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro De PRgueuredo-PE 52609
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 .4fo - , 84 60 162 132 108 84 60 MIAMI DADE APPROVAL:
A B C 1) 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 PRODUCTHBVIBBn
12 -- 22 -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 ss
12 ng
the Flo idn
SECTIONG 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 AcBuil llCode
Acupltmcc No OSl$.o3
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 S1 50 102 120 71 70 6 40 56 6 1 88 123 Expiration Owe RBI -19
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
sl'6 28 34 15 21 35 42 -- 25 -42 fi 51 23 3] 55 6b 29 40 76 93 41 55 16 35 43 53 68 95 l�j�tl lyrd od°c(Control
SE 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 1021123154 74 12 40 58 70 90 127
G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 1 11 6 40 62 93 124 160
p 6 40 40 40 40 62 62 49 62 93 93 60 B2 124 124 77 106 160 160 108 148 6 40 62 93 12A 160 DATE!04107/2015
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 SCALE:NA
DE51GN BY:PPMF
SHEET DRAWING N:
6 OF 13 15-146
MANUFACTURER:
,-- ELC-AL_HORIZONTAL JUST SHUTTER IT we
JAMB A_ ND CORi�ER:SECTIO_NS>J
1341 SW 5.MACEDO BLVD
OPTIONAL' - ----�y=--
SEALANT - PORT 5T.LUCIE
FLORIDA 34983
MIN, (3) ANCHORS Tel.:(772)201-9919
ANCHORAGE TO WALL ,"'-'-�JECTI-�� TYPE A, B, C OR D � Fax:(772)673-0588
IS NOT NECESSARY ,.JAMB-CLOSURE 4' FROMS ENDS ,( EGTI7N JI�
:i WALL MOUNT AND ONE AT MIDDLE JAMB-CC05URE- 4VWW.JUSi5HU1TERIT.COM
INSET MOUNT
IA - - - - PRODUCT.
-(v¢� TRA kfOXl SDS- - -- --- -- -- - _ --- -- --_ - r = - _ - -
9,9A TOP AND BOTTOM E....ffi
TRACKS SUPERNOVA
IA 9,
EXTRUDED ALUMINUM_
ACCORDION SNLITTER
LARGE 4 5MALL
¢ IMPACTED RATED
II > nw
C7ro) a ENGINEERING:
N
ENGCO INC. ells
TOP sr BOTTOM TRACKS
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)585-0304
.. ... .. ._. ._ .. .... ... ..ENGCO@AOL:COM ... ..
1
1B
ANCHORS TYPE C rO
A, B, C OR
d No:52609 t
* jirF
SPACED AT 24'OC
STA
(ED) EDGE .SOL
E DISTANCE •�(• ':c(0 1pP,'•�\t1,�..
w Eo. Eo. _ SECTION.12t 3 �''s`s�ONAL ���•��`'�•
_ - JAMB CL05URE ..nnu•�(��
BUILT-OUT MOUNT
JUL 3 0 2015
21 OR 11
610X3/4' SS SMS OR Ertgmeedo-
lA 3/16' POP RIVETS SECTION J3 Pedro De Figuaredo-PE 52609
w SPACED AT 24'OC CORNER CLOSURE MIAMI DADE APPROVAL:
� PRODUCI'RTVISLD
as complying with Ote Florida
Building Cod.
Accapl.nee No
' ion i)ato��������o/Ci
Cu
Ft ContrO'/F./i
N
DATE:04/07/2015
SCALE:NA
7OR 7A DF51GN BY:PPMF
1 IJ (19) PUSH BOTTOM LOCK
B. 1B LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING R:
7 Of 13 15-146
MANUFACTURER,
TYPICAL HORIZONTAL SECTION5 JUST SHUTTER IT INc
HD LOCK SECTIONS L
1341 5W S.MACEDO BLVD
PORT 5T.War
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WW.JU5T5HUTTFRJT.COM
NOTE:SHUTTER CAN BE LOCKED FROM �ti
INSIDE OR OUTSIDE BY PLACING LOCK Z N W SECTION L
INSIDE OR OUT5IDE A5 REQUIRED. o r- ,�„ LOCK'BLADE SECTION
N r w "w CL05E POSITION PRODUCT:
,¢ay
-- -
SUPERNOVA
_-_EXTRUDED ALUMINUM__ _
ACCCRRG ONSMALL
LAR
E t
IMPACTED RATED
ENGINEERING:
cu
ENGCO INC..CA9116
1 5595 ORANGE OR 201
1 IB DAVIE, FL. 33314
1B
itz Tel.:(954)585-0304
.. 8A _ .. .. ._ .._ ENGCOQa AOL:COM ...
. 65 �puuo..•ii„�•
�;,UE......GEN
•..
COMMERCIAL MORTISE LOCK W/ Qrr NO 52609
EXTERIOR KEY OR THUMB TURN
AND INSIDE THUMB TURN ANCHORS TYPE , *e ?
INSTALLED ON SHAPE 8 A, B, CORD �. STA OF
SPACED AT 24'OC '�= t�•
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SECTION L STARTER BLADE SECTION I A •'•ySS/•
LOCK BLADE SECTION ...........
.
ANAL
OPEN POSITION .. ...."rt
n111L 3 0 7.015
z� z L r Engmeer Seal
Pedro De nemre40-PE 52609
'MIAMI DADS APPROVAL:
ca FRODUCFIIL'VISBD
N u romplyin0.with the Florida
Building Code
Acceptance No 5-0 .o$
Expire ion Uato 0 1 q
d 8A
B 8A- 1 8 Miami Dad uct nuol*��
lBJ
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN 1B
SHEET DRAWING k:
AND INSIDE THUMB TURN
8 or 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURF_R:
TYPICAL_CKfJOP_JZO TAL
UNIMATC LQJUST SHUTTER IT INc
_5ECT10N�TM
LOCKING PINS APPLICABLE 1341 SW S.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
air 7A WWW.JU5T5HUTTFFIT.COM
7NOTE: TTER CAN BE LOCKED FROM _ _OUTSIDE BY PLACING LOCKz N S�EGiTafVr'M OUT51DE AS REQUIRED, now LOCK BLADE SECTION PRODUCE:
- 4az aasEPDsmON 7A SUPERNOVA
I
w _ _ . 4- - .. ___ -__EXTRUDED ALUMINUM -
rn ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
rNmo 7 OR 7A' 7 DR 7A
ENGCO INC.,CASLrd
--7 OR 7A 5595 ORANGE DR.201
DAVIT. FL. 33314
1
' 38 - - •; - _ _ .• Tel.:(954)585.0304
I/4-20X3/,'THUMB SCREW ENGCO@AOL.COM
LOCATED ON ACCORDION
'
INTERIOR OR E%iERIOR SIDE rperr+nn
PIN
6B 3 BLADE TO RECEIVEPSCREW BRILL AND TAP.OPOSITETINSIDE DRPULL OUTSIDE r�rrtrr{` DEF ,�•
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C 19> PUS[{ BUTTON LOCK' ��pq,,,.•' \C ENS'`'a
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ANCHORS TYPE '+"++rrrsnusrrl
i 7 OR 7A A, B, C OR D JUL g 0 2015
SPACED AT 24'OC
Engineer Seal
Pedro De t.1mmodo-PE 52609
7 OR 7A IA T}GEDMfHE�
MIAMI DADS APPROVAL:
LilN
PRODUCT REVISED
m watptying wiDr the Florida
Bui=I Odde
W� 7 OR 7A do
sF da Dmdo c,/q
1 o gft t►"
I PUSH BUTTON LOCK 7 OR 7A iD;ule d lComrdC'
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
I 1 DE51GN BY:PPMF
1B 1� IB
SHEET DRAWING#:
9 OF J3 15-14G
MANUFACTURER:
TYPICAL 110RIZONTAL SECTIONS JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW JU5T5HUTTERIT.COM
NOTE:5HUTTER CAN BE LOCKED FROM
IN51DE OR OUT5IDE BY PLACING LOCK 5ECTION N
INSIDE OR OUTSIDE AS REQUIRED. Z a LOCK BLADE SECTION
o CLOSE POSITION PRODUCT:
N~W
`_,mm - — SUPERNOVA
- - ---- - EXTRUDED ALUMINUM-
y y ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CABI IG
1 1 5595 ORANGE DR.201
IB SB DAVIE, FL. 33314
22A Tel.:(954)585-0304
.... . .. -. _ ... -.. •-' ENGCO@AOL.COM
22 ppnnrrrrgr
s 22B ''���,, D P jg"r.
No. 2609
ANCHORS TYPE
A, B, C OR D
.SPACED AT 24'13CL
:�0;
ALTERNATE 5ECTION N I %i'A 't 0 R
5ECTION N LOCK BLADE WITH ',y "'" ,,
LOCK BLADE SECTION STARTER BLADE SECTION IA ..NAL ,„
OPEN POSITION r rrrrnn�u,
JUL 3 0 2015
3� 2. 15 Engineer 5ea1
Pedro De Figuevedo-PE 52609
¢ MIAMI DADE APPROVAL:
rROWL9'RnvISED
' f°—*Yin With ale Floud.
cu SwIdirt Dade
Aeceq:La No5.05 3.B3
Expire Tan Date �
22A 22 M i D uct Comm
1
1B
22A22B� \\ DATE:04/07/2015
`22 SCALE:NA
DESIGN BY:PPMF
I I '
1B� 1B 5HEET DRAWING N:
10 OF 13 15-146
MANUFACTURER:
T ElEAL-BLA512-A55E-MBL1�G BILL OF MATERIALS JUST SHUTTER IT INC
13 1341 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUF CTURER PORT ST.LUCIE
12 13A I BLADE
6063-TG ALUMINUM NA.5.A. FLORIDA 34983
16 p 19 IA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Tel.:(772)201-9919
IpTIIA,K 10 COMPOSITE BU1DE 6063-T6/U5M N.A.5.A. Fax:(772)673-0588
IC FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.A. WWW,72)G73-058T.COM
20 14 a 2 CEIUNGTRACK 6063 T6 ALUMINUM N.A.S.A.
3 1-/1/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
16 1 m N
3A 2'_WALL.MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A.
14 111-/, I 4 'A'TRACK 6063-T6 ALUMINUM N.A.5.A. -
IIL S RECESSED TRACK 6063-%ALUMINUM N.A.S.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A.
_ _ _ GA ADJUSTABLE MALE.TRACK 6063-T6 ALUMINUM N.A.5.A. SUPERNOVA
HEAD7 UNIMA7ELOGK BLADE W/O.LP 6063-T6 ALUMINUM- N.A.S.A. - EXTRUDED ALUMINUM _
7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
0. 14 8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A.
LARGE R SMALL
8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
IMPACTED RATED
13-N I OX3'HH 8B HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A.
_BLADE SCREW _ ___ 9 I'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 6063-T6-ALUMINUM- -- N.A:5:A- - -- - - -
I O 14-2X ANGLE 6063-T6 ALUMINUM N.A.5.A.
II I/8-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING:
I
19 12 WHEEL CARRIER PLATED 5TEEU NYLON N.A.S.A. ENGCO INC.13 M 10X3'HH BLADE SCREW 410 5TAINLE55 STEEL N.A.S.A.13A N I OX2'HH BLADE SCREW 41 O5TAINLE55 STEEL N.A.S.A 5595 ORANGE DR-201
DAVIE. FL. 33314
14 0.44'DIAM.FIAT WASHER STAINLESS STEEL N.A.5.A,15 0.46'0 x 0.93'BUSHING NYLON N.A.5.A. _ 'Tel.:(954) OL.CO 04
16 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.5.A. ENGCOQAOL.COM
19 PUSH-BUTTOM LOCK
14 1 14 1 20 12'x 3/8'WHEEL SPACER NYLON N.A.5.A. rprrrruu•••••••I
15 113 21- 1/16'-IX2,IX2.5,1X4,1.5X3 ANGLES 606375 ALUMINUM N.A.S.A. _ r�r`� E.
tPTi@LY 0.14 22& STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.AS.A. ��c` Q�..q""••••'GUMC��'.
13-/ 13A22A,4 STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ���.(1� G,EN,pF;tM1 .
13A-010X2'HH 221 STD LOCK KETPEK 6063-T6 ALUMINUM N.A.5A.' Q
' BLADE SCREW 52609
410 STAINLESS STEEL
eIt
o.sD1
0.460 �Oi STATE OF •{j��;�
u ,
10_..4460 0.391--L4 t��h':1,�ORID,---"
0.zo 0.390- 1 �Ihlj11 D.44 0.03 S/ NAL
IILJII ,
o i o c5 I� o JUI- 3 0 2015
0.310 �'—/ ` T n, 14-0.03'X 0.44'0 Engineer Seal
QO v 1 \` ru o 0 5TAINLE55 STEEL Pedro De Plgoercedo-PE 52609
o FLAT WASHER -:ANCf10R SGHEDULE�3
16-.40 0 X.65' 15-.46'0 X.93' TYPE DESCRIPTION EMB F.D. MIAMI DADS APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING
LAI/4"ITW TAPGON INTO 3000 PSI CONCRETE 1.75 F3[ pROI)UCI'1TlLV1S6D
20.1l2'0 x 0.36•
114'ELCO ULTRAGON INTO 2700 P51 CONCRETE 1.75 2.5aae mpiying with lho Flmdde
°ERFJ1 I 'ITW TAPCON INTO CONCRETE BLOCK 1.25 Acca T,g Code
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 AocelNnceNo 05l .03
P.xpi ion Uale ��g
B 14-20X1 ALL POINTS SOLID-SET INTO 3.0 K91 CONCRETE 0:875 3.
Bi 14-20X1 ALL POINTS 50LID-SET INTO CONCRETE BLOCK 0.875 3.0 �Y
C I 'WOOD LAG SCREW INTO G=.55 WOOD 1.50 M MiDmt Dad ct Control
12-WHEEL CARRIER D 1/4'-14 5ELF DRILLING 5CRtfW5 INTO Ile STEEL OR ALUMINUM ---STAMPED 55 WITH E 1/4'CRETE-FLf-X 554 INTO 3000 PSI CONCRETE I.75 pNYLON WHEELS EI 1/4"CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 DATE:04/07/2015
rd,
NOTES: EO:EDGE DISTANCE SHALL BE BEYDHD WALL DRESSING SCALE:
ENIDTMDPDMENT SHAu DE BEYOND WAN.DRESSING DESIGN 13 BY:PPMF
W 1/4'TAPCON,114•amFLEX 014 WOOD SCREWS CAN BE USED IN REPLACE Or 114'NAG SCREW`
O
I-1.24-1 511EET DRAWING N:
I I OF 13 I5-146
MANUFACTURLTL-
SHUTTER COMPONENTS
4.56 -3.92 JUST SHUTTER IT INC
4,54 4.08 -3.23 0 46
VA
4.OB o 134 I ST. S.MACEDO BLVD
1.24 1.99 0.61 2.85 PORT 5T.LUCIE
p�� m o . 0 o FLORIDA 34983
m g 0.97 o d o Tel.:(772)201-9919
N O O
h Fax:(772)673-0588
0
O - ---� 1.23 3.21 s'1; L 48 BL o WWW.JUSTSHUTTERR•COM
15-COMPOSITE 2.04
(^ ..---.-__, N� m ALUMINUM/LEXAN B1AVE _
PL
.i-0:0S"ACCORDION BIXDE J-- o- _ 7A-UNIMATUWLP.�-
o"r 1.45--{T o AS PER NOA 13-0717.01
3-071 POLYCARBONATE-APPROVED 7_UNIMATE W/O UP LOCKING BI DES-- '•y 0.41 - -
XL IO2UV LOCKING BLADES PRODUCT:
I A-START RB lAOE
2.31 - - __ F
- EXTRUD5UPED ALUMINUM - -- --
- - - -- - -- 0.51 - ..._ - _
1.83
151--_ _ .o N-m 606 _4.61 n 1.77- 1.56 -� o _ - - - ACCORDION SHUTTER
�»---4.08 h o LARGE 4 R SMALL
m0. .o m IMPACTED RATED
_
0.06 o T
--- --- - -- O - - - - - ---- -851 ADAPTOR FILLER-
h o N m m o m USE WITH 8 AND 8A
IU
O' 0.61 rti N C6 ENGINEERING:
& I C-0.05'FLOATING STACK BLADE -�- J_ 1'99 0
2-INSET TRACK W/RG OPTIONAL o 3.00 ENGCO INC. fA0116
HEADER/51LL MOUNT -0.64 5595 ORANGE DR.201
0.OB 8A-MALE HD 0.OB 0.60
DAVIE, FL. 33314
0.l3 2.1-INSET TRACK W!O RG - � Tel.:(954)585-0304
ALTERNATE CALK - LOCKING BLADE
/�� HEADER/SILL MOUNT -�� B-FEMALE HD �-� p5M0
� ENGCOQAOL.COM
,_(_/(Y END RECEPTOR LOCKING BLADE�\J J/ APPLICABLE 70 3.83 q uT �pW •n••.TRACKS 3, 3 1 0 �`� ^ °' SSED TRACK sss ,`PE0.IO AND 3h1 �^ � ,, o260 2.el UNT ONLY •��p''4O ��..ENSF•F�••
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0.10 N I p6 _ O.06 0.77 '4=,No.r\ 2609
T7_
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2.83 o q.6 m.-0.07 0.06
.. o �OP7[ONAL n e a 9B-HD JAMB CLOSURE
3A-2'BUILD-our TRACK '•;s ONAL 4a ''
w ••.
0.86 O1 HEADER/SILL MOUNT o. 6 o i•."ui4
1.0 -�� 3A.1-2'BO TRACK W!O 225-LOCK KEEPER INSERT 2 70 -` JUL 8 0 2015
OR
.58 -j0.61�� RAIN GUARD(RG) 22-FEMALE STD � 22A-MALE STD �9�I:.JMAB CLOSURE___.
0.07
IRS LOCKING BLADE LOCKING BLADE voi Engineer Seal
_ OPTIONAL o Pedro De Pigue,redo-PE 52609
HEADER SUU:MOUNTTRACK 3.70 �
0.125 0.25 MIAMI DADS APPROVAL:
3.1-1'1/ 130 TRACK W/O �1 L _I I 9A-2'JAMB CLOSURE pRODIICT RCV158D
RAIN GUARD(RG) -2.43- 2.07 0.09 �_I I_ 'I (` asimplying Wdi the Flmi&
0. 16 1.91 0.06 Building Code
Tj 00.61 �� AuepW�re No 5.0 13.03
1 I EtWi ion Data Z,p♦'9
TT "' N ro M a¢ ¢ 21-I/I G'THICK ANGLES Ey
0.86 qh e, m o f z>E ;* Mleml uct Contre
0.61 �o 0 d C5 n 1 0 0 0 0 GOG3-TS ALUMINUM ALLOY
o 0 0 n1 ui SIDE CLOSURE USE ONLY
0 0.83
2.09uj
2.61 0,75 DATE:04/07/2015
d 0 0.07 2 23 o.07 3.36 SCALE:NA
p CA-ADJUSTABLE MALE DESIGN BY:PPMP
IL95'
���--•1.13--1.29 G;'A07USTABLE FEMALE J HEADER1 SILL MOUNT I----2.0--� 2.0---
3.37-
'
+�3.37
HEADER/SILL'MOUN T 2.O--I
VA':TRACIC r" -Fle THICK:ANGLE5 10-1/4'THICKANGLE5 �l' OR 1.5� SHS .DRAWING N:
'.(SILL'MOUN70NLY 120E 13 I5-14G
• GOG3TG-ALUMINUM-ALLOY 6063-TG 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 ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
WWW.J U5T5HUTTERTT.COM
0.630.62 I
1.25+
1,25+1.25— �5,00� __ _ _ _
I II PRODUCT:
N
C4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS SUPERNOVA
WITH 2' MINIMUM __ _ __ _ - _1/4"X5'-606356 ALUMINUM PLATE_ _
-- --- - - - -PENETRATION INTO WOOD - - - - EXTRUDED ALUMINUM- -' -
ACCORDION 511UTTER
ILARGE 4 SMALL
- -- - --� - - ----- ��+-- 5.00—^7 - IMPACTED RATED-- —- -
-------- _ - -_ -- --- - - --- --�, I ITL --
2,2A ALUMINUM PLATE SECURED3T06 �� I ENGINEERING:
_ RAFTERS AT MAXIMUM 24' OL ALTERNATE TO PLATE a ENGCO INC. CA 0116
SEE TABLE BELOW FOR SHUTTER I/4°X2'X5"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
w I SPAN & PRESSURE
= DAVIE, FL. 33314
W 1/4'-14X 2' SELF DRILLING SCREWS ,. - .,- -. .._. - Tel.:(9541585-0304
ENGCO@AOL.COM
r "Q z SEE SHEET 5•MOUNT TYPE D
D a¢ ANCHOR TYPED FOR ANCHOR SPACING 'E F/�
= JN \\,111/11/111,, .
s.oo No. 2609
Ln
N�I 3 0' STA OF
1/8"X5'6063-T6 ALUMINUM PLATE
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 \
S��NAL ��11
FOR 5ECRON X WITH 1/4'ALUMINUM PLATE FOR 5EC110M X WITH 118'ALUMINUM PLATE '''•1.1,,,1,.111''1
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE5IGNED I� 5.00 ^1
SPAN PRE55UPE(P5F) SPAN PRESSURE(P5F) Cu-j—r77777....I I JUL 0 2015
IN BLADE I BLADE 113 (IN) BLADE I I BLADE IB T Engineer Seal
60 ±159 ±159 60 ±99 ±99 I _T Pedro De Figueiredo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o
84 ±113 ±1 13 84 ±71 ±7 I I/8°X2°X5°6063-76 ALUMINUM ANGLE ai MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 ± 88 ± 88 108 ±55 ±55 PROIWCTREVISED
126 ± 68 ± 68 126 ±47 ±47 s Building
Code with the Florida
132 ± 62 ± 61 132 ±45 ±45 Ae«pt�ercer'a) - 5/3.o;
144 +48,-52 +45-47 144 ±4I ±4I A D. �/9
162 +30,-40 +28,-33 162 ±30 +28,-30 gY
Mlun Dadu�not Contro�
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 512E5 DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMF
I
SHEET DRAWING#:
,y
13 OF 13 15-146