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MIAMI-MADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
'T(786)315-2590 F(786)315-,2599
(:NOTICE-OF ACCEPTANCE(Nwww.miamidade.gov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983 i
I
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 I 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 land 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 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: Eacli 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,anal/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 ii 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.Mahar,P.E.,M.S.
NOA.No._15�0513.03
MIAMI COUPI7Y ME a'
. .� � � �'- Expiration-Date:_08LI4/2019
Approval Date:08/27/2015
060 Z 7/?-C)5- Page I
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of p i oduct 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 Aluminum Accordion Shutter
sheets I 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.
I
d�W
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
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under I5-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA.'s generic drawing(No.
I5-113) and complies with FBC, 2014 Edition.
i
I
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
MANUFACTURER:
JUST SHUTTER IT INC
1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTfER FLuise
FLLORIDAORIDA 34983
TelLARGE MISSILE I M PACT RE515TANT Pax:(7 2) 201-9919
G73 0585
Pax:(772)673-0588
WW W.JU5T5MUTTERIT.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DERNITION:THIS PRODUCT 15 AN ACCORDION TYPE 5HUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. AC LARGE
4 SHUTTER
s sMAu
IMPACTED RATED
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGINEERING:
THE FOLLOWING:
ENGCO INC. CA 9IIG
"JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA 5595 ORANGE M 201
SUPERNOVA EXMDPD ALUMINUM ACCORDION 5HU77ER TA13LE OF CONTENTS: DAVIE, FL. 3331-4
Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' .. ..._ .._... _..... ...._ _SHEET DESCRI'-.-PTION-• ENGCO®AOL.COM ...
'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED 13YPRorr5510NAL ARCHITECT OF,ENGINEER.FOR EACH ��rrrr�rnprrr,�;,
I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS E
, F/�,'
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES IFOP,EEAJCH SHUTTER COMPONENT TO E .�yS�'t'�/1,�••p•'"'-•., �'-
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1, 1 A AND GLA55 8
p t / a
USED. SEPARATION TABLE 2 .�q'IJ �'
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPE5 SHALL BE MADE OF 6063-T6 ORAS NOTED. NO,5 6009
3 TYPICAL SECTIONS A.B 1,B2,53,B4 WITH ANCHORAGE TABLES
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT 5ET Of •0 1
DRAWINGS.INSTALLATION AND(AADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES 1& TAT
E 4 GH WITH ANCHORAGE TABLM
7-USE:IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,
TO VERIFY THE FOLLOWING: 6 TYPICAL SECfLONS P,G k I WITH ANCHORAGE TABLES �y.rrrurrrr�r''
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL S Q 2015
ANCHORAGE. '
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTION5J' Erg neer Seal
THAT
REQUIREMENTS.A DESIGNED PRE55URE5 ETC. 8 LOCK MAL:4 FEMALE 5ECTION5'L" Pedro De Fgucvedo-PE 52609
7.3-THATTTHIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-.33 113%INCREASE IN ALLOWABLE LOAD5 HAVE NOT BEEN U5ED EN THE DESIGN OF THE ANCHORS 9 -LOCK UNIMATE SECTION5-'M' MIAMI DADE APPROVAL:
-- FOR THIS-PRODUCT APPROVAL.HOWEVER,WOOD-ANCHOR5 WITH-1-.6 LOAD DURATION INCREASE- — I O STANDARD LOCK SECTIONS"'N' PRODUCCItCVISF D_
FOR WIND LOAD HAVE BEEN USED. n complying with 1110 Florida
BuIldinsCodc
11 BILL OF MATERIALS,ANCHOR SCHEDULE(:BLADE ASSEMBLY. Amcpl�nac No 0 3,03
tirml ton Ualo o- 19
USER IN5TRUCTION5: 12 COMPONENTS LLiiyy �/�
M• D duel Control
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 9("OETAIL5
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRE55URE ON TABLE I OR TABLE IA. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PPE55URE CAPACITY FUNCTION Of SECTION TWE TO BE USED AS
PER SHEETS 3,4,5 E G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING k:
5-THE LOWEST PRESSURE PROM 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 1Nc
� INTERIOR/F�(fER10R. 1341 5W 5.MACEDO BLVD
TABLE I I TABLE I A 68 PORT ST.LUCIE
MAXIMUM ALLOWABLE #1 BLADE MAXIMUM ALLOWABLE N 1 4 N I B BIADE51 L 1 FLORIDA 34983
5HUTTER SPAN X PRESSURE 511UTTER SPAN X PRESSURE 100• Tel.:(772)201-9919
BLADE SPAN PRESSURE(PSF) BLADE SPAN Pn55URE(P5f) tj ) ALL ALUMINUM BLADES Fax:(772)673-0588
INCHES POS NAG INCHES 1 1 WWW.JU5T5HUTTERJT.COM
6 I G I
GG 158 158 66 158 158 INTI ERIOR/WERIOR
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 68 SUPERNOVA
90 16 T 16 90 1 16 -TI GCOMBINATION
96 108 108 96 108 108 1 1 1� ALUMINUM/LD(AN BLADES EXTRUDED ALUMINUM
104 100 100 104 100 100 rco !oo ACCORDION SHUTTER
Hoots CAN IO ARA S XfO RA MAITr LARGE 4 SMALL
108 93 93 108 93 93 1H 1H eoM&NAnoNS A9 RerwlReD IMPACTED RATED
114 83 83 114 83 83
120 75 75 120 75 75 INTERIOR/EXTERIOR
1 66 68 12G 68 68 ENGINEERING:
132 62 62 132 61 61
138 __57—57 138 53 53 INTERIOR/F�crEwoR ENGCO INC. CAo1IG
�I44 -48- =52+ 144 45 47
I50 41 48 . I50 38 42 5AVI , FL. 3 1 l
162 30 40 1G2 28 33 1B 1H� IB� DLIVI(954)L585.0304
NOTES:..-- —-- -- — .. - N 1 ALL'LEXAN BLADES -.. - ENGCO@AOL.COM
I-ACCORDION SHUTTER&ADE SPAN pNCW.5)rOR ALL CONDITIONS J
S-U�IM&FOLAT1DeSIG"01115 LACCE ABLE rOR DESIGN HAND LOADS AND UADE SPAN WM�EQI 1 H 1 B. //'/II/II/nN'•q,
TABUTATEU VA b INTERIOR/EXTERIOR 1 DE F/ •.
4-0ETADIE IA*M0NE0RM0RETYPE M&ADEMU51M �� ,.""\ EfVs
5-61ADE REVERS®INSTALLATION 5 ALLOWED e0KALL MOUNTED WuDRIONS
No. 2609
TABLE 2
MINIMUM SHUTTER SEPARATION FROM GLAZING * '7
STAT F
LTYPICAL ELEVATION I� TYPICAL CROSS SECTION �v r
- . ZO
,FA.B,C.D.E.GH
GLAZING SEPARATION (INCHES) , ORI
TDP TRACK •�
r
qrBLADE SPAN •''.S��NAI.I/�
JUL 3 0 2015
2 3/4' 3.125'
EegeAredomcer alPedro De Plgee redo-l 52609
0 d - - _ - - _ -- - - _ - ---- 3' 3' MIAMI DADE APPROVAL:
M, N ? 4 ---_ eTLODucrRewsr.D1 -- -- - - - - - - - --- - �---- - -_ --- - -- --- XAN1/8'- 3-- --- --3' -- - - - -u omnoying widA The Florid% -
>30 ELEVATION Amcp =1 o S _051 .03
r
� NOTES: 1onW0 19
W
1.SEPARATION rwm GLAn"a AREAS SHALL of MEASURED 1ROM
I- eutlNesuivnaeromE&<RMosr-9 ADEORIoawlvaeE 19
F-
c
-2=GU5�9erARAnow 1ti APnicnDlE Pdc me lwta mRnHARD Aeai• M4ni D Da Cbaao
- 2
MIAMI•DADE COUMi). —�
y -3=HT1[N'SnUfftR.�A99tM01ED W1TN DOf11 TWt9 OP BU1DG3 TILE
__f.. LARGr9T GU55 SWARATION SHALL APPLY.
DATE:04/07/2015
A,9,BT,B2,B3,04 I BOTTOM TRACK SCALE:NA
C()E F C I GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING#:
2 OF 13 15-146
MANUFACTURFR:
TYPICAL SECTIONS A,B 1.152,133,54
AND ANCHOR 5CHEDUIF - -f 1/1B JUST SHUTTER IT INC
SECTION A 1/4-14X1' GR5 SDS OR z 010X3/4' TEKS
1/4-20X1/2' HHMS W/NUT ¢as AT 12' OC 1341 5W 5.MACEDO BLVD
0UILT-0OUT ON ANGLE SPACED AT 12'13C pJq h PORT 5T.LUCIE
HEADER OR SILL I6
DPTI➢NAL FLORIDA 34993
2,2A 11 r Mm SECTION B4 Te1.:(772)2) 73-05 19
6 ADJUSTABLE TRACK Fax:(772)67&058b
ON REVERSE ANGLE WK'W.JU5T5HUTTERfT.COM
EMBED. w SILL ONLY
K N ?
_ ANCHORS DESIGNED
1pl�I 6A 4EMIEI--�
?iSAS PER SECTION B4 PRODS'
? 'a ANCHORS DESIGNED = 10 ON TABLE BELOW
AS PER SECTION A " vSUPERNOVA
x �' q ON TABLE BELOW PJRRUDED ALUMINUM
2 a 1/1 B ACCORDION SHUTTER
= (L ? 1/4-14X1'•GR5 SDS ORrLARGEiSMALL
w - 1/4-20X3/4' PHMS W/NUT IMPACTED RATED
SPACED AT 5'OC ;i
SECTION B I
x
rn I/1B °V TRACKON ENGINEERING:
REVERSE ANGLE ENGINEERING;
SILL -I ENGCO INC. cAaII�
r oo :ri•.a:.
5595 ORANGE DR.201
ANCHORS DESIGNED h 5EC(ION B3 DAVIE, FL. 33314
t AS PER SECTION B1 m #10X3/4' TEKS Tel.:(954)585-0304
... gDJUSTAdLE ON ---
4 - --- --- 11-- ^F ON-TABLE-BELOW - �: - .a - - AT"12' OC "' "'' STD.ANGLE
ENGCO@AOL.COM
n
u m SILL ONLY
�. rnrruru•••a�r
DE pf
1/4-14X1'.GRS SDS OR 4 Piw 6 W ANCHORS DESIGNED
1/4-20X1/2' HRMS W/NUT w Si AS PER SECTION B3
EMBED.- I- !`
SPACED AT 12'OC = I_ ^ti ON TABLE BELOW �r'
y *;f No. 2609 *a
6A Z
8 t STA Fty F
a 10 '•� EMBED, A wtOfl
x L r:. (����•
W Li
1/LB �� ;•`.'` AS PER SSECTION EB2 1/4-14%1' GRS SDS OR 7r '�S�ONAI.r"' u``�
x rn t6 W� ON TABLE BELOW 1/A-20X3/4' PHMS W/NUT
Li OPTIUNAL r �q SPACED AT 5'13C 1U( $0 2015
mm
vx=i i MAX. BLADE SPAN IN INCHES iger Seal
" Pedro De FP uciuuredo-PE 52G09
4l I :i EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5F)
SHEET -11-FOR ANCHOR TYPE_ MiAndl DARE APPROVAL:
BASED ON SPACING IN INCHES-ON CENTER
1/4-14X1' GRS SDS OR — SECTION B2 ANCHORAGE.SPACING— _ - 162— ` 132- -108 -84 -60—-
_PRODUCCREVISPD
1/4-20X1/2' HHMS V/NUT 'K TRACK ON s E1 E El E E1 E E E1 :=Coda tthrhoF(mida
SPACED AT 12,13C 5TDANGLE 14 40 31 62 38 93 46 124 60 160 84 AoapinmNafS-oS/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 Evi [on D2tds- /ter
A.81,B2 B 40 40 62 62 93 81 124 10 160 146
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 hj� c Cmc
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPE55URE (P5P) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 SCALE:N�7/2015
A 1 B BI C D A Al B Bl C D A At B BI C D A Al H Bl C D A AI B B1 C D DESIGN BY:PPMP
SECTIONS 14 40 -- 40 4 0 40 62 -- 62 49 6 4 90 22 a
0 92 60 116 9 �2477 118 77 1 0 4 160 10 1 0 1
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 0 93 70 124 34 90 124 89 160 47 160 126 160 125A,B1,B2 8 40 26 40 40 40 40 6 32 62 62 62 62 93 39 3 9393 124 51 124 124 124 160 71 16p 1 0 160 16083,64 4Q 35 40 40 40 40 62 43 62 62 62 62 93 52 3 93 93 124 67 124 124 124 160 94 160 160 160 160 5NEET DRAWING4 40 40 40 40 40 40 62 62 62 62 62 6293 79 3 93 93 124 101 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
MANUPACTURER-
TYPICAL 5ECTION5 13 AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 SW S.MACEDO BLVD
FORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C Fax:(772)673-0588
tI ON TABLE BELOW WMV.JU5T5HUTTERT.COM
-I $
3,3A t
I ozQ "t PRODUCT:
'y 1/18 SUPERNOVA
F EXTRUDED ALUMINUM
w tvoo - V ACCORDION SHUTTER
F- t+�0o L•i<:r.. T 16 •�r'^•":'u': .LARGE 4 SMALL
•P F.. I OPTIONAL IMPACTED RATED
y ( W ANCHORS DESIGNED =
AS PER SECTION B z I/IB
2,2A 11 �' W ON TABLE BELOW .-Wit a I SECTION C
WALLMOUNT-W1Tt/� ENGINEERING:
Li
TRA�q K 3 OF 3A
I a HEADC ROR SILL ENGCO INC. CA81IG
SECTION B
3: f° 1/1B 5595 ORANGE11
BUILT-OUT ON 7t DAVIE, 3331
RFVER5E ANRf :} EMBED. Tel.:(954)585.0304
HEADER OR SILL .. �.•. .. .. _.. --- -
. r� r
10
1/4-14X1' GR5 SDS'OR L> C p�� � v.........
1/4^20XI/2' HHMS W/NUT 3,3A ,. ®q ' r'v\CEM3F:, $
SPACED AT 12'OC
No. 2609 ' 9
;� ' ANCHORS DESIGNED 1aT *3
AS PER SECTION C'
ON TABLE BELOW S
y0� 'O�pR 0�
d
MAX. BLADE SPAN 1N INRA
� .I'c�;s/ONAL�r�aa'�
...
SEE
E ON
SHEET 11CFOR ANCHOR ITYJUL H 0 2015
ANCHORAGE SPACINGMAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER
162 132 w 108_J 84 _d 60 Engineer Seal
:I�B BI C D A Al B HI C D !.A Al B Hl C D 11A Al B Bl C D A Al B Bl C .D Pedro DePyuaredo-PE 52609
-f 14 4 -- 404 40 40 62 1 62 4 2 9 1811 22 8 D 1 60 1104 1 29 11-0-7-f-104177 45 4() 155 1 14 10
E 12_ 40 -- 40 40 40 _40 -62 21—62 - 57 62 -57 -87 26- 93 -70 87-70- -1-1-1 34--1 19_90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL:
- - -B�:c .8� -40126-IAO-140 40 40 62 32 62 62 62 62 93 39 93 87 93 8- 124 124 111 124 1l1 160 71 160 156 160 15enoDucrRewscD
6 40 35 40 40 40 0 62 43 62 62 62 62 93 52 93- 93- 9 93 124- 67---1 4 124 124-124_-160- 94--160 160 160 160 _ _womplyingwRh1hal7Mdo
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 Code
Acoaptaact W/�OEQ�13.03
Bpi UO1�o-'�"-Tyo/9
MAX. BLADE SPAN IN INCHES By
Mima1D uct Control
SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE-\ MAXIMUM ANCHORAGE PRESSURE(PSH
SHEET 11 FOR ANCHOR TYPE
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING N, 1162 1 132 108 1 84 60 DATE:0410712015
s E I Ell E E1 E E1 E EI E EI SCALE:NA
14 401 311 621 38 87 46 112 60 1 S7 B4 DESIGN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 0 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 84 124 108 160 151 SHEET DRAWING rP:
4 O 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D.E&GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION AND ANCHOR 5CHEDULEAS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 ST. 9. BLVD
PORT 5T.LUCIE!IE
w (ED) EDGE FLORIDA 34983
(ED) EDGE i DISTANCE Tel.:(772)201-9919
k DISTANCE
F; W Pax:(772)673-0588
EG. E0.
6A NNNJ.JUSTSHUTTERIT.COM
u+- W/LEG
TRIMMED
m 2,2A N
F #10X3/4' TEKS 6A
= AT 12' oc TRILMYEU PRODUCT:
SECTION D r
= T
INSET TRAC MOUNT A (ED) EDGE 2 FX(RUDED ALUMMINM
TRACK 2 OR 2A
wwz HEADERORSILL D]STANCE ACCORDIONLARGAAAUL��
a a SECTION E t' w �- IMPACTED RATED
y l/I B ANGU.INSET MOUNT '• w u -r—
-I I HEADER OR SILL _ w T 1/4-14X 3/4' TEKS
II 1 •t, r = I SPACED AT 12'OC
W ENGINEERING:
SECTION GH ENGCO INC. �ett6
E = a
a 1St'^ ADJUSTA&.P.MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEAOERl51LL DAVIE, FL. 33314
eI AS PER SECTION E I Tel.:(954)585-0304
..._ .-...... __....._ .._ ..... - ON TAHLE HELOW.. .. 11 .. __ _._. .._. .-,... ._. ._.... ENGCO®AOL.COM
u N
3,3A 1/4-14X1' ORS SDS OR ,��������"8.....q••
w 1/4-20X1/2' HHMS W/NUT. E f,��:��
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tFt rno No." 2609 _
P
%0" R10���\��r•
NAI.
MAX, BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON AL H 0 2015
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE (PSE) BASED ON SPADING IN INCHES ON CENTER Eng:neer5eel
ANCHORAGE SPACING 162 132 108 84 60 162 132110B 84 60 Pedro De Ptgue:redo-PE 52609
A B C D A B IC ID I A I B IC_ ID A B C D A B C D s E E EE E
72 36 A3 16 28 34 41 53 74 MIAMI DADEAPPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 BL 47 48 57 12 37 4� 55 71- 99
SECTION D 8 40 40 26 32 55 62 32 39 -67 80- 40 4 --86 103-151-161-- 121- 145 7-1 -86-- -8--- 40 62 83 106 149 -_ _ - _ PRODUCfRUVISOD
6 40 40 35 40 62 62 43 52 90 93 5 64 115 124 68 82 160 160 95 115 6 40 62 93 124 160 uaomplyingrf(hllnilTuHda - --
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 9u11dingCoda
11 22 6 2 32 2 41 26 4 8 36 34 -f-1 22 27 33 4 60 6 Gln Dnte o �g 03
9 22 26 - 27 32 20 - 34 39 24 23 43 51 31 30 60 71 44 42 27 3 41 5 3 r'9
SECTIONE 8 25 30 - -- 3l 36 22 2] 38 44 2 49 57 35 33 68 80 49 47 8 30 37 46 82 duM Contro
6 34 39 24 23 41 48 30 28 5 5 3 65 7 47 44 91 106 65 62 6 40 6 76 10
4 40 40 36 35 62 62 45 42 %6 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 9 34 22 1213 1 41 48 30 led 12 -- 22 27 35 49 DATE:04/07/2015
9 20 2q - 25 29 - 30 36 23 2 1 39 46 29 27 55 164 141 137 9 24 30 37 47 66 SCALE:NA
SECTION Ot( 8 23 27 - 28 33 21 1 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 DE51GN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 1 59 69. 3 40 82 96 61 'S6 6 37 45 55 71 9
4 40 40 34 31 56 62 42 38 68 80 51 47 88 1103165 60 123 144 91 84 4 38 47 57 74 103
SHEET DRAWING N:
5 or 13 15.146
MANUFACTURER:
TYPICAL 5ECTION5 G. F AND I JUST SHUTTER IT 1Nc
AND ANCHOR 5CHEDULE
= 1341 SW 9.MACEDO BLVD
w 1/1B PORT 5T.LUCIE
z FLORIDA 34983
a
I/IB B q a SECTION I Tel.:(772)201-9919
ti w ¢d R>cesseD MOUNT
rl a Fax:(772)G73-0588
s ¢ SILL ONLY WWW JU5T5HUTTERR.COM
x N10X3/4' TEKS y
AT 12' oc
w Sao
=
• p_. is:'',�:2r,:C-t:.
w l°mD _ PRODUCT:
F 5ECTION G ANCHORS TYPE
y I
ADJUSTADLE
ONLY INTO EDGE CLEARANCE(EC) SPACEDCATR46'OC
SUPERNOVA
`I INTO CONCRETE 4°(3000 P51 CONCRETE) `t DMDED ALUMINUM
.x APPLICABLE FOR ALL LOAD
ag I IMOWOOD-21/Y(WOOD 5G:0.55) ? (EC) EDGE CONDITIONS FROM TABLE 1 ACQORDIONSHUTTER
.INTO METAL:2'(Gog+TG KWDtASIMAW SMT) CLEARANCE 'LARGE•SMALL
IMPACTED RATED
IT
(ED) EDGE
.3•: 're-
DIST NCE
STANDARD LOCATION 2�Fr ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING,
AS PER SECTION G i' W AS PER SECTION G1 ENGCO INC. ual:c
ON TABLE BELOW (ED) w ON TABLE BELOW
'r ESTE W 5595 ORANGE DR.201
)ISTANCE 1/1B DAVIE, FL. 33314
- ALTERNATE (ED)J _ a.... _5EGTION F _.. T EN000®AOL.COM 954) 4
EDGE DISTANCE -I ~ a 'A'TRACKIN5LrMOUNT
M w 81LL ONLY '1�rpn.uw•q••
w d .DE
= J
r 1_ ANCHORS'DESIGNED �.•�t)"�+ V F
AS PER SECTION F NO. 2609
y ON TABLE BELOW
S STA OF
L ,1�„ �;:`�..�: •y�'r8/ANAL ���'���
CED) EDGE
DISTANCE JUL 8 0 7.015
MAX. BLADE SPAN IN INCHES
al
SEE ANCHOR SCHEDULE ON P EnGgmeerueiredo-
Pedro De PC 52609
w
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON 5 P A C I N G IN INCHES ON CENTER
ANCHORAGE-SPACING162 132 108 -- - 84 60 162, 132 108_ B4 60 MIAMIDADEAPPROVAL,
- A B-- C- _--A --B- C- D--A- B__C__ D A B C D A B C D s T
E E
16 -- -- -- - -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 5 2 —- -16- -26 33 46-- --- - _PRODUCT REVISED
23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 34 44 62 SECTION G B 28 33 20 20 35 4l 24 24 A2 50 30 29 54 64 38 38 76 90 53 538 51 66 92 BvlldinpCode
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 7 6 68 88 123 Acaap(ionDat - 511; 3
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 72 93 130 �yBaptwb�Dnlec ^/9
1 28 34 1 21 35 42 2 42 51 23 31 55 66 29 40 76 93 41 55 16 43 53 6 95 I1r� oduU Control
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127
G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 8 79 1 3 160 81 1 11 8 40 62 93 124 160
6 40 1 40 140 14U 62 62 149 162 1 93 93 60 82 124 124 77 lIU61 160116U 108 148 6 40 62 93 24 160 DATE:04/07/2015
4 40 1 40 40 40 62 62 162 162 1 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 5CALE:NA
DESIGN BY:PPMF
511EET DRAWING 8:
G OF 13 15-14G
MANUFACTURER:
-TYPICAL HORIZONTAL JUST SHUTTER IT wc
i�JAMB ANB CORNER SECTIONS
OPTIONAL
SEALANT 1341 5W 5.MACE00 ULVO
FORT 5T.LUCIE
,—ANCHORAGE—To-VAI; MIR (3) ANCHORS FLOFJDA34983
IS NOT NECESSAR ti _PIECTION J TYPE A, B, C OR D Tel.:(772)201-9919
Y —JAMWCL05URE- 4* FRONS ENDS
5ECTION—i I Fax:(772)G73-05M
WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE WWWJU5T5tiUTTENT.COM
INSET MOUNT
<xa) #taxi SDS IA)
9 9A TOP AND BOTTOM —EIRKNI PRODUCT.
TRACKS
1A 5UPERNOVA
EXTRUDED ALUMINUM
7
ACCORDION StILMIX
> WGI!4 WALL
IMPACTED RATED
cu fNGNtEpjNG:
TOP BOTTOM TRACKS ENGCO INC.
5595 ORANGE DR.201
DAVIE, PL. 33314
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IB tNGCOOAOLCOM
E J,
ANCHORS TYPE
A, B, C OR D
SPACED AT 24'OC 140 52609
CED) EDGE
-0
DISTANCE 8TA OF
% 0
%,r��4
% X6�'k ..
5�t'C�fl 90—N�J—
5�" U
JAMB_L,5 im,
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BUILT-OUT MOUNT
21 13R I I JUL 3 0 2015
#IOX3/4' SS SMS OR
3/16'
POP RIVETS rNwiredoPE 52cose
SPACED AT 24^OC SECTION J3 c&o Do
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> MIAMI DADE APPROVAL
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"m
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DATE:04/07/2015
SCALE.NA
7 OR 7A DE51GN BY:PPMr
18 i13 SH,.
(19) PUSH BUTTON LOCK
E AC
LOCATED ON ACCORDION
INTERIOR
5___ �'
INTER113R OR EXTERIOR SIDE:
5HEET DRAWING M
7 Of'13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK 5ECTION5 L
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
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NOTE:SHUTTER CAN BE LOCKED FROM u
IN51DE OR OUTSIDE BY PLACING LACKSECTION L
INSIDE OR OUT51DE AS REQUIRED, o~ �', LOCK BLADE 5ECTION
H w CL05E POSITION FRODUCT:
JKN tiN
5UPERNOVA
vi w EXTRUDED ALUMINUM
ACCORDION SHUTTER
. L. , LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
c ENGCO INC. CAe�l6
1 5595 ORANGE DR.201
1H 1B DAVIE, FL. 33314
Tel.:(954)585.0304
.. . BA ..- .. .._ .._ ENGCO@AOL:COM ...
' *, DEF/�li.
COMMERCIAL MORTISE LUCK W/ •�41 F 4L
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE • !! 11
INSTALLED ON SHAPE 8 A, B, C OR
* *>
SPACED AT 24.00 '� STA OF
ALTERNATE 5ECTION LI
SECTION L . LOCK BLADE WITH
LOCK BLADE SECTION STARTER BLADE SECTION IA ,CJI •.�S/ONA��N��t
OPEN P051TION —_ LN1E(fENI•--� i„�•no��p�P
,1111 3 b MIS
Engmeer Seal
Fedro De Pigue:redo-PE 52609
- MIAMI DADE APPROVAL:
- -- -- - __exo)wcrnevlsr._
— - - - - aemnplymgwlthmct'londa--
DuitdingCuda
Aeapl•aeo No 5� .03
Bw Ionim o ►9
—8A Dr
BA7W/
` 8 Mi�mLD uct onUa
D IJ
1B
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMP
AND INSIDE THUMB TURN
t COMMERCIAL MORTISE LOt INSTALLED ON SHAPE 8
1)1 EXTERIOR KEY OR THUMB TURN lB
AND INSIDE THUMB TURN SHEET DRAWING 8:
8 OF 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURERS
TYPICAL HORIZONTAL JUST SHUTTER IT ING
UNIMATE-L6CK SECTIONS M_
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.WCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
.CU 7A WWW.JUSTSMUTTERIT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z a SECTION M 1 PRODUCT:
N5 DE OR OUTSIDE AS REQUIRED, o"u 'LOCK'BrADE SECTION
N~W CLOSE POSITION 7a SUPERNOVA
Q y 4 EXTRUDED ALUMINUM
w w ACCORDION SHUTTER
rn w LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A 7 OR 7A ENGCO INC. CACI IG
t� 7 OR 7A 5595 ORANGE DR.201
DAVIE. FL. 33314
1 Tel.:(954)585-0304
•• - - - ENGCOQAOL.COM
1B 1/4-20X3/4'THUMB SCREW
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE ,j1U�
DRILL AND TAP.OPPOSITE 1/4X1 1/2 PULL PIN ��� DE F/�,`a
36 BLADE TO RECEIVE SCREW INSIDE IDi OUTSIDE �� W �,.
t'ENBF / t
C19) PUSH BUTTON LOCR' O tvljjj
LOCATED ON ACCORDION, 4' NO.rJ�LBOB �'
INTERIOR OR EXTERIOR SIDE * *L
ALTERNATE SECTION M I STA IFLOCK BLADE IVITM
?
.. •
to K a secM'TION . . 5TARTER BLADE 9CCTION O'�� 04 0 R 1��"'�\���Ar
OPEN POSITION ,y ss/ONAL'��v
�•a„wruU
AA, BORC ORPD ,JUL $0 2015
7 OR 7A SPACED AT 24'OC
Engineer Scal
Pedro De Pigvevedo-PE 52609
M-11.4fll-11
-- 7 DR 7A - - - --I—I -- MIAMI DADE APPROVAL+
IA IT®ImIRr
- -- -- -- ----
- - - - - -- ---- - -- - -Ai- ED
PRODUCT' '
- - ----
-- -- - ----- - - - -- -- --- - ---rcooiplyingwNithe FlwidaAcce -- -
BuiMlny Code ce No�5 o5
vim 13.03
7 OR 7A Esgd�onUNeoRISI./�0/9
IA
1 By ado Con o
IB PUSH BUTTON LOCK 7 OR 7A ,
LOCATED ON ACCORDIDN
INTERIOR OR EXTERIOR SIDE
DATE:04107/2015
SCALE:NA
DESIGN BY:PPMP
L L
111 1� 11B
511EET DRAWING 8:
9 OF 13 15-146
_ MANUPACTURER:
UUTICAL BLADE-AS9FM13LY JUST SHUTTER IT INc
BILL OF MATERIALS
13 1341 5W S.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUP RER PORT ST.LUCIE
12 13A B C 3-T ALU M N.A.5.A. FLORIDA 34983
l6
.19 IA 5TARTER BLADE 6063-T6 ALUMINUM N.A.5.0. Tel.:(772)201-9919
DPTIQUL IB COMP051TE WADE 6063-T6!L, N.A.S.A, Fax:(772)673-0588
I C FLOATING STALK BLADE 6063 T6 ALUMINUM N,A.5.,
WW/N/,JUSTSHUTTERR,COM
20 14 c l 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.0.
16 3 1'!112'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
14 1 3A 2'WALL MOUNT TRACK GOG3-T6 ALUMINUM N.A. .A.
in 4 TRACK 6063-T6 ALUMINUM N.A.5.A
R �
5 EC D T K 6 -T6 AL INUM N.A.5.A. PRODUCT:
6 ADJUSTABLE:FEMALE TRACK 6063 T6 ALUMINUM N.A.5.A.
GA ADJUST BLE MAIM CK 663-T6 ALUMINUM N .s.A. SUPERNOVA
HEADER "L I" 7 UNIMATE LOCK BLADE L40 If 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
0 l4 7A UMMATE LOCK BLADE W LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.0. LARGE 4 SMALL
8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S A. IMPACTED RATED
13-#1 OX3'fill 8B HD ADAPTOR FlLLER 6063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9 1'JAMB CLOSURE 6063 TG ALUMINUM N.A.5.A.
410 5TAINLE55 STEEL 9A 2'JAMB CLOSURE 6063-TG ALUMINUM N.A.5.A.
10 I4-2XANGLE 6063-T6ALUMINUM 9.A.5.A. ENGINEERING:
II 1/8.2XANGLE 6063-TG ALUMINUM N.A.5.A,
0.19 12 WHEEL CARRIER PLATED5TEEU IIYLON N.A.5.A ENGCO INC. CA8N16
51LL 13 #1 OX3'HH BLADE 5CREW 410 5TAJNLE.55 STEEL N.A.S.A.
o 'ug 13A #I 0XZ'HH BLADE SCREW 41 O STAINLESS ST EL N.A.5.A. AVI ORANGE 3 1 4
c 14 0.44'DIAM.FIAT WASHER 5TAINLE55 5TEEL N.A.5.A. TEL:(9 ) 5-03 4
rd _ 15 0.40 0 x 0.93.5U5HING NYLON N.A.5.A. TEL:(954) OL.CO 04
16 0.40 0 x 0.65'WHEEL BUSHING NYLON N.A.S.A_
ENGCO(a?AOL.COM
14 1 ' 19 PU5H-BUTTOM LOCK
I B 14 20 1 2k 3!8•WHE[L SPACER NYLON N.A.S.A 60pAr"�r"��� ••
15
21 1116=1X2 1X2.5 IX4 1.5X3ANCaLE5 6063-T5 ALUMINUM N.A.S.A. �..'� E
0.14 •• 22• STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A.
L'3A 22A,w STD MALE LOCK BLADE 6063-T6 ALUMINUM
13 N.A.S.A. ���, '�'V\. Efl,gF,.q L
13A-B 10X2'HH •Nly r��
' BLADE SCREW 22B STD LOCK KEEPER 6063 T6 ALUMINUM N.A.5.A.
410 STAINLESS STEEL NO:52609
e
0.500 p,q 0 STATE OF
I--{ 0,4 0 0.390 �'�F
-1i
,zo{� I 0.390 0.44 0.03 'ss�ONAI �\?r
dT={ 0 d F
Q d d JAL- 30 2015
0.310 T'
-�-�,� I a v 6 14.0.03'X OAA'0 Engineer Seal
dJjq d ',--QQ��I o 0 o STAMLE55 STEEL - Pedro De PiguCredo-PE 52609
FLIT wlsneR ANCLIOR 5Gi1EDUCE
S
16-.46'0 X.65' 15-.46.0 X.93' TYPE DESCRIPTION - EMB -E.D. MIAMI DADE APPROVAL:
_- 0.50._ NYLON WHEEL BU5HING -NYLON B115HING __ _
20.1/2'0X0.36 - �A=�-- Id4"-LTWTAPCONINTO-3000R9LCONCRETE_ _ 1.75 �3;0n __ PRODUCTROW[56D
NYLON WHEEL I/W ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 ReopmplyingaLlhthDFlDdde
9PACER f 7 14'1 TAPCON CONE BL 1.25 T 1 BWldingCodc
14'EL.CO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 ANxxplenoe No 0 0;
LP>zpl ee Date ' �q
B 114-20X I ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.
131 14-20XI ALL POINTS SOLID-51!T INTO CONCRETE BLDCr, 0.075 3,0
C 114,WOOD LAG 5CRIfW INTO G= I.5 I. D Control
12-WHEEL CARRIER D I/4'-14 SELF DRILLING SCREWS INTO I/8°5TEEL OR ALUMINUM 0.75
STAMPED 55 WITH E 1/4'CRETE-FLF�X 554 INTO 3000 P51 CONCRETE 1.75 3.0
0 NYLON WHEELS el 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P5l) 1.25 3.0 DATE:04/07/2015
16 SCALE:NA
NOTES: CD,F=DISTANCE SIAL.BE BEYOND WALL DRESSING DESIGN BY:PPMF
EM5:CABCDMt1rt SMALL NIC 5CYD110 WALL DRM51UG
ND 1/4'TAPCON•IM'CKETE-rLEx,014 VAOOD 5CRVN3 CAN BE USED IN REPLACE OF IN'LAG 5CREY9
H1.24
O 5HEET
113 DRAVANG#:
MANUFACTURER:
SHUTTER COMPONENTS
4,56 -3.92 JUST SHUTTER IT INC
--4.54 --4.00 3,23 0.46
`�
4.00 °0 FO I'SW 9.MACEDO BLVD
1.24 1.99 a 61 2.B5 PORT 9T.LUCIE
�' 0 rP., d g 0.97 b" o FLORIDA 34983
CD d d o d o Tel.:(772)201-9919
ax:(772)G73-0568
0 9h 1,23 3.21 1.48-
.40 d U o FWIAM/,JU9T5HvmRIT.C.OM
O�.,T�-•-- -„ -� 15.COMP051TE 2,04
ALUMINUM/LOKAN BLADE
�I-0.05`ACCORDION BLADE cs 1.45 LE FER L ON j!P�� 7-UNIMATE W!O LP 7A_KJfdG AJILAPES 0.41
XL 102UV LOCKING BLADES PRODUCT:
11A•STARTER BLADe 2 31 SUPERNOVA
hh {--1.83 0.51 51 ,n N m 066 d rP'+ ACCORDIONSHUTIER
4.61 no� 1,77 1 56 o o .. EMRUDED ALUMINUM
�4.09 LARGE 4 SMALL
AO � � IMPACTED RATED
�- O-
-- - W.-ADAPTOR FILLER
61 N of N 'o ni USE WITH 8 AND 8A
I C•0.05'FLOATING STACK BLADE 0 0L o 1 1.99 4 ENGINEERING:
2-INSET TRACK W1 RG OPTIONAL cis- d 3,00 ENGCO INC. ...,
HEADP.R/SILL MOUNT0.6q 5595 ORANGE DR.201
0.13 008 8A-MALE HD 0.08 0.60 DAVIE, PL. 33314
2.1-INSET TRACK W/O RG Tel.:(954)585-0304
LOCKING BLADE
ALTERNATE CALK � -- HEADER/SILL MOUNT �� � 8-FEMALE HD � -� �� � � '' ENGCOQAOI.COM
APPLICENO REEEPIO7 LOCKING BLADE
n 7RACKSaBLE 10 3.83 �Tppo�a•�,,
3aaaxn 30.1 1 n nh m 5-RECE55CD TRACK 1�qT� E F1/+�.'..y
_I O.IDQ�' n : SILL MOUNT ONLY
~e + d 2.6D --a.at
OL to � 0.06 0.%% =Q .
No. 2609 t =
-l-
2.03 d 0,86
1 A
2.41x
VRC�i'
0,79d 3-oST+ d 0.07 0,06 T
T T
;;T o_ OPTIONAL N �' °� R 3 �' T 9B-HD JAMB CLOSURE o •y 4,CSs'w 0
3A-2'BUILD-our TRACK d d d
C3
0.06 ro - HEADER/SILL MOUNT n 6 o
OR _ =j=�-�- 3A.I.2-BO TRACK W10 22B-LOM KEEPER INSERT " 2' , JUL 8 0 2015
.59 0.61 L RAIN GUARD(RG) 9-'1'JAMB CLOSURE /f
22-FEMALE STD 22A•MALE STD _-_.__J
0,07
R6 LOCKING BLADE LOCKING BLADE T N Emmeer Seal
3•I°//}''BUILT-OUT TRACK n. OPTIONAL / o Pedro De F,guevedo-PP-52609
HEADER/-SI.LLmouw----- _ 3.70 -I-- 0.125 0.25 MIAMI DADS APPROVAL
- - •
- - 3.1-1•!/}'-.BO TRACK W/D - - _I-� 9A-2'JAMB CIOSURC
- _II= '1 PRODUCTRRVISED
RAIN GUARD(RG) E,43 - - - ---2� - ----- --------- -- -- -- _
0.86 1.91 a 0.06 Ocanno�'Iii Ilia-RorvAe _
D.61 Ildi
..-►I� A«wln No 0 13.03
ESI ion Damp)9
Z..J(
to. 6 h m as 21-I/16'7NICKANGLES1 or n d d 00 6063-T5 ALUMINUM ALLOYoni s SIDE CL05URE USE ONLYd 0.83 N vi 2.61 0,75 2.09 SCALE:4/07/2015
a o7 �-2.23 a07 3.36 N SCALE:NA
_ L DESIGN BY:PPMP
0,96-ADJUSTABLE FEMALE HMEW SILL MOUNT E +---2.0---
.37 HEADER/SILL MOUNT
A'-TRACK; 5HEFT .DRAWING#!
51LL.MOUNT ONLY �.-Id---UB'=THICK ANGLES- I O-3-TG ALUMINUM
N M A L' OR 1,5'� 1 2 OF 13 15-14G
fF6 6069-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INStT MOUNT
SECURED TO AN ALUMINUM PLATE. 1341 5W S.MACEDO BLVD
BETWEEN WOOD TRU55E5 PORT 9T.LUCIE
PLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
WWW.JUST5HUTTCRIT.COM
0.63 0.62
1.25-�{�•L.25-�•1.25 15.00�
I II <4 PER RAFTER) PRODUCT.
1/4'X 2 1/4 FH TAPC13NS T o SUPERNOVA
WITH 2' MINIMUM 1/4'X5'GOG3-TG ALUMINUM PLATE
PENETRATION INTO WOOD EXIRUDED ALUMINUM
ACCORDION SHUTTER
. .. LARGE 4 SMALL
-Tf j—�5.00- •'^7 IMPACTED RATED
1/4'X5' OR I/D-X5' 6063-T6 o'T— ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO
_ RAFTERS AT MAXIMUM 24' OC o tnellc
SEE TABLE BELOW FOR SHUTTER ALTERNATEToFIATE ENGCO INC.
=
SPAN PRESSURE 1/4'X27(5'6063-T6 ALUMINUM ANGLE N 5595 ORANGE DR.201
w
DAVIE, FL. 33314
1/4'-14X 2' SELF DRILLING SCREWSTel.:(954)585.0304
"- ENGCO@AOL.COM
SEE SHEET 5 MOUNT TYPE D
<H ANCHOR TYPE D FOR ANCHOR SPACING
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ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DE51GNED PRESSURES Fss�ONAL �a���r
FOR 5ECRON X WITH 1/4'ALUMINUM PLATE POR 5ECTION X WITH 118'ALUMINUM PLATE �'••.r,,,,,,,,,,n�'''�
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE5IGNED 5.00
SPAN PRESSURE PS SPAN PRE55URE(P5F aJL JUL 2015
IN BLADE I BLADE I B IN BLADE I BLADE 1 BEngineer Seal
60 ±159 1-159 60 ±99 ±99 C3-F— Pedro De Piguevedo-PI'52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o0
84 ±113 - ±1-13 --84- -t7l ±71 I/8'X27(5°6063-TG ALUMINUM ANGLE
- - ni MIAMI DARE APPROVAL:
90 ±10G ±106 90 ±66 ±66 ---
108 ± BB ±-88- --108--- --55
+ -- ±55- - - - - _-- _ _-- _ _ - _ __ _ __--_ IitOnucrllsvlsen
126 ± 68 ± 68 126 ±47 ±47 - - -6ccofWyi%wilh the Florida -
de
132 62 ± 61 132 ±45 ± eeoeprarce45 Bmeptarw
± N
Nol - 1913.01
144 1 +48.-52 1+45-47144 ±41_ ±41 oie/9
162 +30,-40
'2T 28,-33 -IG2 ±30 +28.-30 8y
Mlun nndo uc Contro
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04!07/2015
SCALE:NA
DESIGN BY:PPMP
I
5NEET DRAWING rK:
13 OF 13 15-14G