HomeMy WebLinkAboutProduct Approval M�IAM��I•DADE MIAMI-DADE COUNTY
17 �11L1 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 ACCEPTANCE(NOA) www.minmidade.eov/economy
Just Shutter It,Inc.
�� 0 y' 1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
PER,.T11TT1NG
Si. Lucie I:OUnt , 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
(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 tyassurance purposes. f this product or material fails to. erform 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.15446,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 may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
/ NOA No.15-0513.03
MIAMI-DADE COUNTY �//,.,�. Expiration Date:08/14/2019
Approval Date:08/27/2015
08/Z 7��Is 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 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'sa approval under 14-0155.
generic eric pp
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 wider
Miami Dade CountyApproval 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., certoing 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 Apri107,2015,signed
and sealed by Pedro De Figueiredo,P.E., on July 30,2015,
my A.Makar,P.E,,M.S.
Product CoutroI 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.&A.'s generic drawing(No.
15-113)and complies with FBC,2014 Edition.
HOAy A. akar,P.E.,M.S.
Product Control Unit Supervisor
HOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER:
5UPERNOVA JUST SHUTTER IT INc
1341 SW 9.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER PORT ST.LUCIE
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(7 19
fax:(7722))6773-053-05 88
W WW.JU5T5tiUTf EMT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EA51LY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE5IGNED EXTRUDED ALUMINUM
ACCORDION SHUTTER
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 6 SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. CA.H1
5595 ORANGE DR.201
uJU5TSHUTTER ITINC-PORT ST.LUCIE-FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" ---- - "'"" ' SFIEEi - DESCRIPTION' - ENGCOQa AOL.COM '--
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BYA rrrr'••••••••,,
drr
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATI TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONSIlk
ED DESIGNED
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BEQO � GFS•••
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1, 1 A AND GLA55 .�
SEPARATION TABLE 2 4� SO
0.6 609
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 OR AS NOTED. 3 TYPICAL SECTIONS A.B 1.132,53,84 WITH ANCHORAGE TABLES * `_•
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OFF
; ,
PG
TYPICAL SECTIONS B 3 C WITH ANCHORAGE TABLES 11
��0:_ STATq
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL.
7-USE:IT SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD TYPICAL SECTIONS D,E&GH WITH ANCHORAGE TABLES ••%,ss/ONAL ��� ��
TO VERIFY THE FOLLOWING:
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER TYPICAL SECTION5 F,G#I WITH ANCHORAGE TABLES a0,JUI. 3 0 2015
ANCHORAGE.7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODEJAMB AND CORNER SECTIONS'J"
Seal
REQUIREMENTS,DESIGNED PRESSURES ETC. Engineer
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE R FEMALE SECTIONS R" Pedro De Rguerzedo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTION5'N' PRODUCTRGVISF.D
FOR WIND LOAD HAVE BEEN USED.
as mmplyinS with tf c Florida
Building Cbdc
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Aeaeplmtm No ,051 .o3
fixpi Tan Dale o / /9
USER IN5TRUCTION5: 12 COMPONENTS By ,
M' D duct contra
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION X"DETAILS
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRE55URE ON TABLE I OR TABLE I A. DATE:04107/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 6 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING N: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER
JUST SHUTTER IT INC
1341 STABLE I TABLE I A INTERIOR/EXTERIOR Q ORT ST.UE
5.
C ACEDO BLVD
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE N 14 N 113 BLADESFLORIDA 34983
SHUTTER SPAN X PRF55URE SHUTTER SPAN X PRE55URE 1� 100'1� 1� Tel.:(772)201-9919
BLADE SPAN PRE55URf(P5F) BLADE SPAN M55URE(P5F) Fax:(772)673-0588
nl ALL ALUMINUM BLADES
INCHES PO NEG INCHES OS NEG L L WVuW,JU5T5HUTTERIT.GOM
60 160 160 60 160 160 INTERIOR/EXTERIOR
GG 158 158 66 158 158
72 144 144 '72 144 144 PRODUCT:
78 133 133 78 133 • 133
84 124 124 64 124 124 INTERIOR/EXTERIOR 68 SUPERNOVA
90 116 I IG 90 1 16 V
1 COMBINATION EXTRUDED ALUMINUM
9G 108 108 96 108 ALUMINUM!LEXAN BLADES ACCORDION SHUTTER
04 100 100 1 04 100 CIeD BLADES CAI+BE ARRANGED M MANY LARGE 4 SMALL
108 93 10 108 93 93 m CoMBnwYEONS AS PLOUIRED IMPACTED RATED
114 83 83 114 83 83 1B 1H
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 68
ENGINEERING:
132 G2 62 132 61 61
138 57 57 138 53 53 ENGCO INC. CABIIG
144 48 52 144 45 47 INTERIOR/EXTERIOR 55950 RANGE DR.201
150 141 48 150 38 42 lE IB 1B DAVIE, FL. 33314'
162 1 30 1 40 1 16228 33 Tel.:(954)585-0304
..... .. ... . _.._._.._.. .__ —.... .. ---"-"'m ._... .. .._ ... ._. . ._ _ ... - ALL LEXAN BLADES - . ._ ._ ENGCD@AOL.COM - .....
NOTES:—. ..._.. " "'
I-ACCORDION 5NUTTER BLADE SPAN(INCHES)FOR ALL OO140I710115 1 B I BJ
2-PRESSURE-DESIGN VAND LOAD(P5F) 111111 •I.•••••
3-LINEAR PITERPOLATIOH I3 ACCEPTABLE FOR DESIGN HIND LOADS AND BLADE SPAN BEIH2fN 11111 , DE F/0
TABUTAreo.vA(ilfs. INTERIOR/EXTERIOR /1 .,
4-USEYADLE AWHENONE OR MORETYPE IB BLADEI3USED •11'/o�O� '•"•EN , ���•
5-BLADE REVERSED INSTALLATION L5 ALLOWED FOR ALL MOUNTED CONDITIONS ,I V r,•�� 84j"I -
TABLE 2 4 E No. 2609
MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CR.055 SECTION y+ STAT` F
A,B,C,D,E,GH X .. %0•� °`'c�OR10Q:"�\�pl,•
TDP TRACK GLAZING SEPARATION (INCHES) •.••Fs'+•.,,,,,,,,,..•, 1 s
'••.S/ONAL �d 11
BLADE TYPE BLADE SPAN •'•••rnr.... ..1//
<=60° <=1041 <=I G2'
JUL 3 0 2015
ALUMINUM 2' 2 3/4' 3.125' Engineer Seal
Q ' M Susi ALL ELEVATION$ Pedro De T-igveiredo-PE 52609
� TEPAunIH
LEXAN 3' 3° 3°
C3 ti <=30 ELEVATION MIAMI DADS APPROVAL:
L, M. N .� PRODUCT RCVISBD
Y q a LEXAN '2 1/B' .3 3" as complying will Ilse Florids
IRaild(ng Codo
>3d ELEVATION Aecophosim No lS-05/3,03
r w -�—��r�
H
0Y I NOTES: Pxpi ron lhlc )Q
IJ L I-SEPAPATIOURFAC GLAZINTOT"GARIAS NNERm MALL BE 5j'BLAME/u`LOC FROM _' •'
F GLAZING SURFACE TO THE INNER MOSY BLADE Z(LOOK SURFACE.
13y
2-GLA555EPARADON I5 APPLICABLE PERTH
HVH2(BROWARD AND 1Nilani Dad BdUM CBHILD
7 MIAMI•DADE COUNTIES). '
2
� 3-\Y11QI SHUTTCR 19 EM
ASSBLED VATH BOTH TYPES OF BLADES THE
LARGEST GLA55 SITARADON SHALL APPLY.
DATE:04/07!20 15
SCALE:NA
IA 84BOTTOM TRACK DESIGN BY:PPMF
C,D,E F G,I,GH
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A,131,132, B3,134
AND ANCHOR5CHEDULE -f 1/tB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR 4ar
#ICX3/4' TEKS
SECTION A 1/4-20X1/2' HHMS N/NUT AT 12' OC 1341'5W 5.MACEDO BLVD
BUIL7-0Ui ON ANGIP SPACED AT 12'OC PORT ST.LUCIE
HEADER OR SILL 16 FLORIDA 34983
DPT[I NALTel.:(772)201-9919
2,2A F- I 6 ADJUSTABLE TRACK Fax:(772)G73-0588
N j j ON REVERSE ANGLE WW�V.JUSTSHUTTERIT.COM
m EMBED, w SILL ONLY
X
' IA4 pe.
^'s ` ANCHORS DESIGNED
� T 6A 72 'n q,w, AS PER SECTION B4 PRODUCT:
+- ANCHORS DESIGNED y 10 .;r WF ON TABLE BELOW SUPERNOVA
AS PER SECTION A A
ON TABLE BELOW �" EXTRUDED ALUMINUM
2 z 1/1B
Li a 1/4-14X1'' GR5'SDS DR ACCORDION SHUTTER
_ �' "•"'t LL
1/4-20X3/4' PHMS W/NUT T ,, IARGEE RAE
o! w SPACED AT 5'OC IMPACTED RATED
w a :i EMBED
SECTION B I
am 1/1 B "A`TRACK ON ENGINEERING:
REVERSE ANGLE _
51LL ONLY ENGCO INC. CAbt1G
z
t _ ¢ I/)B 5595 ORANGE DR.201
I ANCHORS DESIGNED a SECTION 83 DAVIE, FL. 3331 4
AS PER SECTION B1 4110X3/4' TEKS Tel.:(954)585-0304
.......... ADJU5TAI3 ON
4 .----_... ...-. 11-_�... wa ON-TABLE-BELOW .Q.... .. .. .. AT'12' OC -. - -- ENGCOQAOL.COM --
y f- ¢ STD.ANGLE
SILL ONLY
1— ANCHORS G r''. D F
t�ao y��•�,,, NCHOR DESIGNED �. E �G(/
\C...HS
1/4-14X1'.GRSSDS OR 5� � w I �. 6 `.s' qz _ AS PER SECTION B3 ��..o
1/4-20X1/2' HHMS /NUT EMBED. j_I �'� ON TABLE BELOW
SPACED AT 12'OC -�. - ti
w; N6.
ti gx *' 1,k
_ s
6A STA F
W
10 y EMBED--I t_�.t�+•;C(OR
ANCHORS DESIGNED .,ss�ONAL �Nt''���
w ¢ 1/1B `r v AS PER SECTION B2 1/4-14X1' GR5 SDS OR �"•••..n.......
_ 16 `- � ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
W L— OPTIONAL w SPACED AT 5'OC JUL 3 0 2015
f, •: a
t� r.
a
al
MAX. BLADE SPAN IN INCHES Engmeerzi Pedro De Rgueiredo-
PE 52609
t SEE ANCHOR SCHEDULE ON
4 11 :i EMBED. SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5F) MIAMI DADE APPROVAL:
BASED ON SPACING IN INCHES ON CENTER
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCT REVISED
1/4-14X1' GR5 SDS OR 'M TRACK ON s E E1 E I EI I E I LI E I E1 I E I E1 ascanVlyingwiththe Flmdda
1/4-20X1/2' HHMS W/NUT 5TDANbLE 14 40 31 62 38 93 46 124 60 160 84 A�ildit�c�ol - S/$.o3
SPACED AT 12'OC �P
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 Expi tion Dale o
A,B1,B2 8 40 40 62 62 93 81 124 105 160 146 1X19
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 py
4 40 40 62 62 93 93 124 124 160 160 Mlmn Dad uc Cu„tre
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPEMAXIMUM ANCHORAGE PRESSURE (P5 F) BASED ON SPACING IN INCHES ON CENTER DATE:04!07/2015
ANCHORAGE SPACING 162 132 108 84 i 60 SCALE:NA
A Al IB IBI IC ID A Al B BI !62 D A Al B Bl C D A Al B 91 C D A Al B BI C D DESIGN BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 2 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 10B 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 2 57 93 26 93 70 93 70 124 34 12A 90 124 89 160 47 160 l26 160 125
A,B1,B2 g 40 26 40 40 40 40 62 32 62 62 62 93 39 93 930160B3,B4 6 40 35 40 40 40 40 62 43 62 62 2 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 2 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 SECTIONS B AND C JUST SHUTTER IT INC
AND ANCHOR 5CHEDULE
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Te{.:(772)201-9919
AS PER SECTION C Fax:(772)G73-0588
ON TABLE BELOW WWWJU5T5HUTTERIT.COM
3,3A
Id Z PRODUCT:
I/IB F Sq 5UPERNOVA
EXTRUDED ALUMINUM
w r�o ACCORDION SHUTTER
U_ur - .
.LARGE 6 SMALL
t''` r � OPTIONAL IMPACTED RATED
tI _
ANCHORS DESIGNED
AS PER SECTION B z 1/1B
2,2A 11 w a ON TABLE BELOW m aSECTION C
m h WALL MOUNT WITIi ENGINEERING:
w q w w TRACK 3 OR 3A
SECTIONS _ HEADERORSILL ENGCO INC5 595 ORANGE 0?.. ett6
BUILT-OUT ON - rn 1/1B DAVIE. FL. 33314
s,
REVERSE ANGLE ^.v :I—EMBED.---� _ Tel.:(954)585-0304
HEADER OR SILL .... .._. xi __. ._. _ ....._. ., .. _ .` ... ._ ..._.. .-- - —' - --- ENGCO@AOLCOM '- .
1/4-14X1' GR5 SDS'OR gg , 'CU,•�
3,3A r? W a '' O F�••
1/4-20X1/2' HHMS W/NUT. ,
SPACED AT 12'OC ����,+''�\C ENyF.,,.t-.
:Q
t No. 2609 X01
rry ANCHORS DESIGNED
.r AS PER SECTION C' c
ti ON TABLE BELOW �'•• 8T F
MAX. BLADE SPAN 1N INCHES "' ""•'t�t�''
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER JUL R0201
ANCHORAGE SPACING 162 132 108 84 60 Engineer Seal
A Al B B1 C D A Al B BI C D A Al H Bl C D A Al B B1 C D A Al B B1 C D Pedro DePiguaredo-PE 52609
14 40 -- 40 40 40 40 62 18 62 49 62 49 81 22 86 60 81 60 104 29 110 77 104 77 145 40 155 108 146 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 9D 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL:
H& 8 40 26 40 40 40 4p 62 32 62 62 62 62 93 39 93 87 93 86 124 51 124 111 124 111 160 Ti— 160 156 160 155 PAODUCTRBViSED
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 mmnplyingwiththel•Torvda
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 12A 160 137 160 160 160 160 AAcceBitildplanCode
ceNol5 05]3.0$e
Bxpi iion DaI OF 0//
MAX. BLADE SPAN IN INCHES By
Mimo1D od Cnntroi
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5F)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING162 1 132 1 108 1 84 60 DATE:04/07/2015
s E E1 E E1 E E1 E E1 E I E1 SCALE:NA
14 40 31 62 38 87 46 112 60 ]57 84 DE51GN BY:PPMF
SECTIONS 1240 36 62 44 93 54 121 70 160 98
8&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 Of 1 DRAWING N:
4 OF 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL SECTIONS D,E GH ANCHORS DESIGNED JUST SHUTTER IT IND
AS PER SECTION D AND ANCHOR SCHEDULE ASPERSECTION
GH
ON TABLE BELOW T 1341 SW S.MACE00 BLVD
a PORT ST.LUCIE
(ED) EDGE (ED) EDGE FLORIDA 34983
DISTANCE w DISTANCE Tel.:(772)20 t-9919
Ea. E2 rax:(772)673-0588
WWW.JUBT5HUTTERiT.COM
N/LEG
04,
2,2A TRIMMED
N
I T #lOX3/4' TEKS 6A
_ AT 12' oc u/LEG PRODUCT:
SECTION D / TRIMMED
s mm 1!
INSET MOUNT W1 — J 5UPERNOVA
(ED) 4NCE
Ix TRACK 2 OR 2A 2
w w HEADER OR SILL
DISTANCE lYLRUDED ALUMINUM
¢ ACCORDION SHUTTER
LARGE 4 SMALL
N �,y 1/1 B SECTION E w IMPACTED RATED
ANGLE INSET MOUNT �; W , ,
HEADER OR SILL
u Moo
_ 1/4-t4X 3/4' TEKS
' SPACED AT 12'OC
X F w ENGINEERING:
SECTfONGt1 FNGCO INC. caetld
to P4�' ADJUSTABLE MOUNT 5595 ORANGE DR.201
ro ASCPERSSECTIDNEE Av1E, FL. 333 t
-• ...... ..... el.: 954) 85.030
_....._ . . �. .._ ._.. __. ON TABLE BELOW
H R! t 4
N _.. _. ._. ... .._. .,.., ..... __... -� ENGCO{aaAOL.COM 4 -
= 3,3A -
1/4-20X1/2' HHMSSW/NUT. ��*�'pPun�E a /
OR
iii
i N SPACED AT 12'0C' �d � � G+U�+
rT Jc r 1„ENS',
w cyro I � ��• r �.. F :�L
2649 t
aN 1/IB ST OFAn
+/w
,103
MAX. BLADE SPAN IN INCHES •��ss'rAL�� G�'',
SEE ANCHOR SCHEDULE ON JUL $O �p'�
SHEET I1 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE (PST=) BASED ON SPACING IN INCHES ON CENTER En neer Seal
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 Pedro DoFtyvenedo-PE 52609
A B C D A B C D A B C D A B C D A B C D s E E E E E
16 22 27 -- 27 33 -- 20 34 40 20 24 43 52 25 31 60 72 36' 4 16 28 34 41 53 74 MIAMI DADS APPROVAte
12 30 36 -- 21 37 44 22 26 48 54 26 32 58 69 34 4t 81 97 48 57 12 37 45 55 71 99
SECTION 0 8 40 40 26 32 55 62 32 39 67 80 40 48 85 103 51 61 121 145 71 86 8 40 62 83 106 149 exoDUcrRTavlssD
6 40 40 35 40' 62 62 43 52 90 93 53 64 11S 124 68 82 160 160 95 11S 6 40 62 93 124 160 as complying with the Florida
4 40 44 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BuildingCodc
11 -- 22 -- -- 22 26 -- -- 27 32 24 -- 35 41 26, 24 49 58 36 34 11 22 27 33 43 60 EVIM lam Dat.N.0 °5 •03
9 22 26 - -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 52 73 Sxplm ion Date o� q
SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 66 80 49 47 8 30 37 46 59 82 Dy
6 34 39 24 23 41 4$ 30 2$ 50 S9 36 35 65 76 47 44 91 I06 65 62 6 40 54 61 78 109 Mtem1Dad duct control
4 40 40 36 35 62 62 4S 42 76 89 55 S2 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -- 22 -- -- 29 34 22 20 4 f 48 30 28 12 -- 22 27 35 49 DATE:04/0712015
9 20 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 DATSCAE:
SECTION GH g 23 27 -- -- 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 4D 62 96 61 '56 6 37 45 55 71 9
4 40 40 34 31 56 62 42 38 1 68 1 80 51 47 88 103 6S 60 123 144 91 84 4 361 471 7 74 103
SHEET DRAWING#:
5 OF 13 15-146
MANUFACTURER;
TYPICAL SECTIONS G, F AND I
AND ANCHOR 5CHEDULE -' JUST SHUTTER 1T INC
_ =
1/1B 1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
w FLORIDA 34983
1/1B w ¢a RECSECTIESOMOUNT Tel.:(772)201-9919
H Fax:(772)G73-0588
F Q I 51LLONLY WWW.JU5T5HUTTEMT.COM
010X3/4' TEKS h
w AT 12' oC
w c+�o
xI
:.'.
' W cmn 1 ( - +_~, 4. PRODUCT:
SECTION G �e ANCHORS TYPE
_ ADJUSTABLE MOUNT s. A, B, C OR D
x � EDGE CLEARANCE(EC) 5LIP ERN OVA
w SILL ONLY SPACED AT 48'OC
^x 1 INTO CONCRETE=4"(3000 P51 CONCRETE) _ EXTRUDED ALUMINUM
INTO WOOD-2 1/2'(WOOD 5G:0.55) (EC) EDGE APPLICABLE FOR ALL LOAD
m= I CONDITIONS FROM TABLE 1 AC4AREt MALLSHUTTER
�
INTO METAL:2'(casTswm.LoawsTn A%Fi7tY1) CLEARANCE '�LARGE 6 SMALL
i IMPACTED RATED
(ED) EDGE S
DISTANCE
STANDARD LOCATION '• '_2j^ - ALTERNATE LOCATION
ANCHORS SPACED `- ANCHORS SPACED ENGINEERING:
AS PER SECTION G w qS PER SECTION Gl ENGCO INC.
ON TABLE BELOW (ED) a+ ON TABLE BELOW
,1-- EDEEw _ 5595 ORANGE DR 201
DISTANCE 1 1/1B DAVIE, FL. 33314
.... .... .._.. .ALTERNATE C ED)J- M ..... ---.. ._... a.... ._ .. SECTION F _.. ... ----- .. .. _._. TeENGCOU OL.00M 4
EDGE DISTANCE 1 ~ can °A°TRACK INSET
MOUNT
SILL ONLY
M ppn••q
c,i a rArj/r ••
w ANCHORS'DESIGNED C El{ISF�,i�
AS PER SECTION F • C
j ON TABLE BELOWNO. 26)09 p
4 �X, STA OF
,1�w
W
(ED) EDGE JUL 3 0 2015
DISTANCE w
MAX. BLADE SPAN IN INCHko
SEE ANCHOR SCHEDULE O - E g airedo al
Pedro De Pi ueiredo-PE 52609
SHEET 11 FOR ANCHOR TYPANCHORAGE PPE55UKE (P5F) BA5ED ON 5 P A C I N G IN INCHES ON CENTER
ANCHORAGE SPACING132 108 84 60 162 132 108 84 60 MIAMI DADE APPROVAL:
A B C D A B C D A B C D A B C D s E_ E E E E
-- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCTRBVISDD
23 27 28 33 20 -ED 36 43 25 25 5160, 35 35 12 23 28 34 44 62 acilding Code with the Florida
SECTION( 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Building Code
6 46 54 32 32 56 67 39 39 73 86 51 50 ID2 120 71 70 6 40 56 68 88 123 AcceplonceNo OSl3.o3
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 1 By
11°� �1e '19
16 28 34 1 21 35 42 25 42 51 23 31 55 66 29 40 76 93 41 55 ]6 35 43 53 1 68 1 95 IM I Dad oducl Control
SECTIONS 12 39L40 120 27 46 56 25 34 57 69 30 41 73 68 39 53 102 123 54 74 12 40 58 70 90 127 1
G1 ORF B 40 40 30 40 62 62 37 50 65 93 45 62 109 124 58 79 153 160 81 111 8 40 62 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 lOb 160 160 108 148 6 40 62 93 124 160 DATE:04/07/2015
4 40 40 40 40 G2 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 16D SCALE:NA
DESIGN BY:PPMF
SHEET DRAWING N:
6 OF 13 15-14G
MMUPACTUREF--
TYPICAL HORIZONTAL
JAMB AND CORNER SECTION5 J JUST SHUTTER IT INC
OPTIONAL
SEALANT 1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tet.:(772)201-9919
IS NOT NECESSARY JAMB CLOSURE 4' FROMS ENDS SECTION J I Fax:(772)673-0588
WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE
www.ju5T5tiuTTE?rr.com
INSET MOUNT
(Xa) #IOXI SDS
9'9A IA)
M"CLC
LIN ET 0
9,9A TOP AND BOTTOM EKKDW PRODUCT.
TRACKS
IA 5UPEKNOVA
IFNI EXTRUDED ALUMINUM
ACCORDION SHUTTER
> LARGE 4 SMALL
or IMPACTED RATED
ILI
cu ENGINEERING:
`LTOP & BOTTOM TRACKS F-NGCO INC.
cams
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)555-0304
'ENGCO@AOLCOM
IB
E
ANCHORS TYPE
A, B.I C OR D 4 t,rxi
52609
SPACED AT 24'OC
'EEDGE
STA
DISTANCE�,
SECTION J2
i JAMB CLO5URE
BUILT-OUT MOUNT I
21 OR I I JULi 0 2015
010X3/4' SS SMS OR
3/16*
,-IA POP RIVETS Engineer Pedro De Mgm1ed,711 r.
rn SPACED AT 24-OC SECTION J3
CORNER CLOSURE MIAMI OADE APPROVAL:
FRODUCTliBVISED
Building Coda
Ion Date 0�9
mw
ucttontroT
N
DATE:04/07/2015
SCALE:NA
7 OR 7A DE5(GN BY:PPMF
SB TT'
B 19) PUSH BUTT12M LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#;
7 Of 13 is-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INc
HD LOCK 5ECTIONS L
1341 SW 5.MAGEDO BLVD
PORT ST..LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)C73-0588
W WW.JU5T5HUTTERrT.COM
NOTE:5HUTTEK CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY PLACING LOCK Z a H� SECTION L
N5 Dr:OR OUTSIDE AS REQUIRED. o W ` LOCK BLADE SECTION
y a "y„� CLOSE P051TION PRODUCT:
<I=1 • w
W
W _ 5UPERNOVA
W
W W EXTRUDED ALUMINUM
ACCORDION SHUTTER
L , LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. ;Abtl6
I 5595 ORANGE DR 201
1 1B DAVIE, FL. 33314
IB
Tel.:(954)585-0304
.. BA :. .. --- ENGCOQAOL:COM ...
. p.....••••...•
6� o� DE P1
COMMERCIAL MORTISE LOCK W/ :,,,`���"� C6pp •..'/sG�c
EXTERIOR KEY OR THUMB TURN No 52609 `;o e
AND INSIDE THUMB TURN ANCHORS TYPE .
INSTALLED ON SHAPE 8 A, B, C OR i
SPACED AT 24-OC OF
ALTERNATE 5ECTION LI :�O:ryF P,•��V J
LOCK BLADE WITH �(• 0 l „''` �`
SECTION L STARTER BLADE SECTION __ 1A •'•�sS�, �P����'
LOCK BLADE SECTION DIDEDXEBT�
OPEN POSITION
,IIIL 3 0 7.010
w Engmeer5eal
Pedro De Pigueiredo-PE 52609
MIAMI DADS APPROVAL:
*W\ PRODUCT REVISED
a so,complying with the Florida
Building Code
AceepleMo No 5-0 .0.7
FLxpim ion Dafo 0 1 9
BA U
// 8 y
8AJ Miuml DEd uct mlrol
B 1JIH
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:.NA
EXTERIOR KEY OR THUMB TURN DESIGN BY.FFMF
--Acl# AND INSIDE THUMB TURN
1 1 COMMERCIAL MORTISE LOCK TW11 INSTALLED ON SHAPE 8
tE EXTERIOR KEY OR THUMB TURN IB SHEET DRAWING N:
AND INSIDE THUMB TURN
it
8 of 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK SECTIONS M
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
-av 7A WWW.JU5TSHUT FEPJT.COM
(U
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z u SECTION M PRODUCT:
INSIDE OR OUT5IDE AS REQUIRED. o F LOCK BLADE SECTION
¢a= CL05EP05MON 7A SUPERNOVA
EXTRUDED ALUMINUM
U)w W ACCORDION 5NUITER
rn w LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
7 OR 7A 7 OR 7A ENGCO INC.5555
No V7 . DAVI ORANGE333141
ENGCO@AOCOM4T/4-20X3/4'THUMB SCREHLOCATED ON ACCEIRDIONRIOR OR EXTERIOR SIDE 1fRILL AND TAP.OPPOSITE 1/4X1 1/2 PULL P1NIftpE E/LADE TO RECEIVE SCREW INSIDE OR OUTSIDE ,f (fjG
Tq
(19) PUSH BUTTOM LOCK' - - Q'r'
LOCATED ON ACCORDIDAA
N, f NO.52609
INTERIOR OR EXTERIOR SIDE
ALTERNATE 5ECTION M11 STA F +'
SECTION LOCK BLADE WITH ,.•����
STARTER BLADE 5ECTION
..
LOCK
EN OStfOM 1TON ..
'.F •.... ..•••....
OP
ANCHORS TYPE
A, B, C OR D JUL 8 0 2015
7 OR_7A SPACED AT 24.00
. Engineer Seal
Pedro De Rgueiredo-PE 52609
7 OR 7A__11
A IA FHHELIX07I� MIAMI DADE APPROVAL:
At PRODUCT•REVISBD
m om VIying with the Florida
6w7ding Code
Acaptence No/5- 513.03
UX 0 7 OR 7A W Eqd nnUata oR IT4 20"
vti
1 By iDnda tConvo
IB PUSH BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION
j INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
I I
DE51GN BY:PPMF
IH I� 1B
SHEET DRAWING N:
9 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 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
W W W J U 5T5 H UTTERIT.COM
NOTE:SFfUTTER
413f LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE AS REQUIRED.
IN LOCK BLADE 5ECTION
No, CL05E POSITION PRODUCT:
FW
6
SUPERNOVA
a
EXTRUDED ALUMINUM
�^y ACCORDION SHUTTER
LARGE t SMALL
IMPACTED RATED
Jm ENGINEERING:
ENGCO INC. CA9116
1 1 5595 ORANGE DR.201
IB 1B DAVIE, FL. 33314
22A Tel.:(954)585-0304
.... -.. -. _ .. .-. -.. .-. ENGCO@AOL.COM
22
.."W.
6B 22B rr'rrrn �
/
' o. 2609 `i7�e
ANCHORS TYPE
A. B. C OR D y �'
SPACED AT 24'OC s p
ATF
LOCK BLADIEOSECTION ALT LOCK BLADE ION N I
IIA)A
STARTER BLADE SECTION NAL
OPEN POSITION OIBEOISNT—may rrrrrrrrpr
JUL 9 0 2015
3A 2.15 Engineer 5eal
8 Pedro De rupevedo-PE 52609
W
d MIAMI DADE APPROVAL:
PRODUCP&EVISED
N Im-OPMM with the F1.4da
Building God,
Amcjol r No�5.05 3�.o�3
8�
22A 22 M uct Contra
1
IB 22D
22AY \ DATE:04/07/2015
`-22 -
SCALE:NA
DESIGN BY:PPMF
1 1
1B 1D SHEET DRAWING N:
10 OF 13 15-14G
TYPICAL BLADE A55;=M13MANUFACTURER:LY ,
BILL OF MATERIALS JUST SHUTTER IT INC
13
)TEM DESCRIPTION MATERIAL MANUF CTU N 1341 SW 5,MACED015LVD
A PORT ST.LUCIE
12 13A I BLADE 6063-T ALUMINUM
N,A
.5.A FLORIDA 34983
16 O,1g 1A STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Tet.:(772)201-9919
L>PtIIWaL 10 COMPOSITE BLADE 60G3-T6/LUMI N.A.5.A. Fax:(772)G73-0588
20 f 4 !C FI-GATING STACK BLADE 6063-T6 ALUMINUM N.A.S.A.
2 CEILING TRACK GOG3-TG ALUMINUM N.A.S.A. WWW.JU5T5HUTTERtT,COM
16 3 V/1/2'WALL MOUNT TRACK GOG346 ALUMINUM W 5.A.
14 1 3A 2'WALL MOUNT TRACK GOG3-TG ALUMINUM N.A.5.A.
1H� 4 'R TRACK 6063-TG ALUMINUM N.A.S.A.
5 RECE55ED TRACK 6063-T6 ALUMINUM N.A.S.A. PRODUCT.
6 ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM N.A.5.A.
GA ADJUSTABLE MALE TRACK 6063TG ALUMINUM KkS.A. SUPERNOVA
HEWS, 'I I� 7 UNIMATE LOCK BLADE W/O LP GOG3-TG ALUMINUM N.A,S.A. EXTRUDED ALUMINUM
7A UNIMATE LOCK BLADE W!LP GOG3-TG ALUMINUM NA-5.A.
0.14 a HD FEMALE LOCK BIADE GOG3-TG ALUMINUM N.A.5.A. ACCORDION SHUTTER
SA HD MALE LOCK BLADE GOG3-TG ALUMINUM N.A.5.A LARGE 4 SMALL
13-#IOX3'HH 813 HD ADAPTOR FILLER 6063-T6 ALUMINUMNASq. IMPACTED RATED
. . .
BLADE SCREW 9 I'JAMB CLOSURE GOG3-TG ALUMINUM N.A.5.A,
410 STAINLESS STEEL 9A 2'JAMB CL05URE 6063-TG ALUMINUM N,A.5.A.
10 1/4-2X ANGLE 6063 TG ALUMINUM W.A.S AA,
I I 1/5-2X ANGLE 6063-T6 ALUMINUM N.A.5.A. ENGINEERING:
-19 12 WHEEL CARRIER PLATED STEEU NYLON N.A.5.A. EN V CO INC. CAO,,,
SIU 13 #IOX3'HH BLADE SCREW 410 STAINLESS STEEL N.A-S.A
o N 13A #I0X2'HH BLADE SCREW 410 STAINLESS STEEL NAAS.A, 5595 ORANGE DR 201
- 14 0.44'DIAM.FLAT WASHER STAINLESS STEEL N.A.S.A. DAVIE, FL. 33314
15 OAG'0 x 0.93'BUSHING NYLON N.A.5.A. Tel:(954)585-0304
.-t-- 16 0.46'0 x 0.65'WHEEL BUSHING I NYLON N.A.5.A. - ENGCOQAOL.COM
14 1 14 19 PU5H-BUTTOM LOCK .
i H 20 1/2k 3/8'WHEEL SPACER NYLON N.A.S.A.
1S �TtONaL 21 I/16.1X2 1X2.5,1X4 L5X3 ANGIS 6063-75 ALUMINUM N.A.S.A.
0.14 22 STD FEMALE LOCK BLADE GOG3-TG ALUMINUM N.A.5.A. r r
13 i'3A 13A.#10X2'HH 22A, STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ,�A�' "�, \GENS' � ';-
BLADE SCREW 228 . STD LOCK KEEPER 6063-TG ALUMINUM N.A.S.A.'� Q Y
-410 O STAINLESS STEELt No. 52609
o,so0 0.460 STATEOF 4y
- 0 0 0.390
0.20 a 390 � � „�� O.44 0.03 <cs .,,<0 R 1�,
—'+ice?f L 1 0 -6- arf DNA{ 8�.
�_-j a +••rr••.nrrrrr.rrr
0.310 "` Jul. 3 0 2015
d cs 14-STAINLESS
X STEEL 0 En sneer Scal
j�-T�{{Q��i N `I`\" l $STAINLESS STEEL Eng
mer
',Vf o 0 o a
FLAT WASHER ANCHOR SCHEDULE Pedro Dc Flgue.redo-PE 52609
I G-.4G"0 X.65' I S-AG'0 X.93' MIAMI DADE APPROVAL:
D.50 NYLON WHEEL BU5HING NYLON BUSHING TYPE DE5CRIPTfON EMB E.D.
20.112'0 X 0.36' A 114'ITW TAPCON INTO 3000 P51 CONCRETE 1,75 3.0 PRODUCT ROYTSSD
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 ascompiongwith thot7anide
SPACER A I !4'IT W TAPCON INTO CONCRETE BLOCK 1,25 3 0 Building Code
1/4'ELCO UL CON INTO CONCRETE BLOCK 1.25 2.5 AcceptaNrnNo *IS .p?
B 114-20X I ALL POINT5 SOLID-SET INTO 3.0 K51 CONCRETE 0.875 3,0 Lon Dapta /J /q
51 14-20X I ALL POINTS 50L(0-.ET INTO CONCRETE BLOCK 0,875 3.0 M61-4d.
3Y ��'Q'A'OO1 Y���
C 11,4'WO LA 5G INTO G=.55 WOOD 1.50 1 O lM1nN Dad a Con Wi
i 2-WHEEL CARRIER D 1/4'-14 SELF DRILLING SCREWS INTO 118'STEEL OR ALUMMUIM 0.75
STAMPED SS WITH -"
O NYLON WHEELS E 1/4' TiCRE -FLEX 5,94 INTO 3000 P51 CONCRETE 1.75 3.0
r6 E 1 1 114'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
NOTES: E4:EDZ D15TMa SNAIL BE MYOfm wail.DRESSING SCALE:NA
.O 114* A➢CONMI/4'CRETE-I'LE4 A 11DESIGN BY:PPMF
4 WOOD SCREWS CAN BE USED IN RE1'1ACE Or 1/4'LAG 5CRPN5
N
O
SHEET ORAWtNG#:
I I OF 13 I5-14G
I
.--
SHUTTER COMPONENTS MANUFACTURER
4.56 -3.92 JUST SHUTTER IT INC
4.54 ;44.08 3,23 0.464.5 0.61 2.85 134 1 5W 5.MACEDO BLVD
1.24 1.99 PORT ST.LUCIE
0 g o.97 0 o FLORIDA 34983
cu o o o Tel.:(772)201-9919
d > Fax:(772)673-0588d h .21 u, o WWW.JU5T5HUTTERIT.COM
p0 -�- 1.23 113-COMPOSITE 2.0448
a 0 ALUMINUM/LEXAN BLADE
I-0.05"ACCORDION BLADE 0 LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
o 1.45 0 AS PER NOA 13-0717.01 7-UNIMATE W/0 LP LOCKING BLADES 0.41
XL 102UV LOCKING BLADL5 PRODUCT:
I A-STARTER BLADE
"2.31 �r SUPERNOVA
o.sl
4.61 -
h �1'83� - ----1.77 - 151 m ni m 006 m m IXTRUDED ALUMINUM
4.08 h 61' 1.56 0 o ACCOGIONSE t � R
pp m IMPACTED RATED
Ln o. ALL
a6 T T
hh 0 .�� m,-, m a a m D 85-ADAPTOR FILLER
USE WITH 8 AND 8A
10.61 c6 ENGINEERING:
�
Op I C-0.05'FLOATING STACK BLADE 0 07_ N ni m ^i ':��--1 99 •"
2-INSET TRACK Wl RG PTIONAL 0 0 3.00 ENGCO INC. .0116
HEADER/SILL MOUNT - 0.64 5595 ORANGE DR.201
0.08 8A-MALE HD 0.08 0.60 DAVIE. FL. 33314
0.13 2.1-INSET TRACK W/O RG - Tcl.:(954)585-0304
ALTERNATE CALK - - LOCKING BLADE
/� � HEADER/SILL MOUNT �� 8-FEMALE ND � -� �� "- ENGCO@AOL.COM
._,.J_J(Y END RECEPTOR � LOCYJNG BLADE
I�Jf/ APPLICABLE is 3.83 M VI �p�r��'c•^i.'
TRACKS 3. 11 .� N 5-RECESSEO TRACK ���'���. G !' G(�%
.. �: 3A AND 3A 1
J 0:10 m +o 0 2.60 2 81 SILL MOUNT ONLY �J�,' Or'",\'E a,,
:QF 4 N �, �••
o.10 06 a06 { No. 2609,
2.83 a 86
2.41A).86
_ 0.79 o I P. '.
o o �fO. STA
Q o
0.61 ............
+ ' o 0,07 t 0.06 .6.� \ 6P
.. o OPTIONAL o:. b ^ 0 9B-HD JAMB CLOSURE o ��4 rs/ NAL,�a�'���
,o ^� 3A-2'BUILD-OUT TRACK I G 'p..�
0 0.86 O1 HEADER/SILL MOUNT 0• 6 � JJJ��� o "��"'��
OR 1-� L 3A.1-Z°BO TRACK W!O 228-LOCK KEEPER INSERT 1_2.70__-1 JUL 302015
.58 ^10,61 L PAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD 9-V JAMB CLOSURE
0
0.07 RG LOCKING BLADE LOCKING BLADE I Engineer Seal
3-1'//�BUILT-OUT TRACK OPTIONAL 6 Pedro De Figuemdo-PE 52609
HEADER/SILL MOUNT 3.70-
5 MIAMI DADS APPROVAL:
3.1-I'//!!'BO TRACK W/O -2.43- -2.07 0. �5 I_ 9A-2'JAMB CLOSURE PRODUCT REVISED
RAIN GUARD(RG) 0.12025
.0..09 -I- I` Bs Building
Code
the F7udda
0,86 1.91 } 0.06
Building Code
Aceepwue N.16-013.03
Tj 1. BIWi ton Dmao J� 20/9
m a
0.06 h o' m v, of f¢ 21-I/16'THICK ANGLES By '
m
Miemi ud com
0.61 O m o o l 0 0 O 0 6063-T5 ALUMINUM ALLOY
o N 0 51DE CL05URE USE ONLY '
0 0.83
2 09 �- 2,61 0.75 y DATE:04/07/2015
0 o 0.07 2 23 0.07 3.36 N 5CALE:NA
TI I 6A-ADJUSTABLE MALE DESIGN BY:PPMF
13 1.29 6-ADJUSTABLE FEMALE HEADER!SILL MOUNT ----2.0--�-
3.37
HEADER/SILL MOUNT 2.0
TRACK-'A' 5HEtT .DRAWING#:
q
4-I MOUNT ONLY I I-I/8"THICK ANGLES 10-114'THICK ANGLES 1' OR 1.5'� 12 OF 13 1 5-146
6063-T6 ALUMINUM ALLOY 6063-T6 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
BEN✓EEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WW.J U5T5HUT rERIT.COM
0.630.62 11 I
1.25+
.25+1.25+1.2S—
I I Cu PRODUCT:
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCDNS SUPERNOVA
WITH 2' MINIMUM 1/4'X5'GOG3-TG ALUMINUM PLATE
EXTRUDED ALUMINUM
PENETRATION INTO WOOD ACCORDION SHUTTER
LARGE 4 SMALL
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SPAN & PRESSURE 1
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ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRESSURES - s/0NAL TG�
FOR SECTION X WITH 1/4'ALUMINUM PLATE FOR5ECTION X WITN 1/8'ALUMINUM PLATE •••.....-�'''��','
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED ��5.00 �I
SPAN CuPRE55URE(P5P) SPAN PRESSURE(P5F) I JUL 3 O ZOOS
IN BLADE I BLADE 113 (IN) BLADE I BLADE 15 -j— Engineer 5-1
60 1159 ±159 GO ±99 ±99
72 ±132 ±132 72 ±82 ±82
ALTERNATE TO PLATE o Pedro De Piguearedo-PE 52609
84 �1 13 ±1 13 84 ±71 ±71 I15-X2-X5-6063-76 ALUMINUM ANGLE
_ ni MIAMI DADS APPROVAL:
90 ±IOG ±LOG 90 ±66 ±66
108 ± +88 88 108 ±55 ±55 rRODucr Revlshn
1 26 ± 68 ± G8 1 26 ±47 x-47 Bwtdin complying with the Florida
132 ± 62 ± GI 132 ±45 ±45 Aea�tta_rcoro) - 6/3.e;
144 1+48,-52 +45-47 144 ±41 ±41 nal /9
I G2 1+30,-40 +28,-33 162 ±30 +28,-30
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NOTE I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
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SHEET DRAWING N:
13 OF 13 15-14G