HomeMy WebLinkAboutProduct Approval MI� AMIIiDADE MUM 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 (NOA) www.miamidade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade,County RER-Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: tf 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: 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.Mahar,P.E.,M.S.
Mt�4Mtt�ADECot11Y NOA No.15-0513.03
•• Expiration Date:08114!2019
Approval Date:08/27/2018
a g�Z 7,f 2v1S
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's generic approval under 14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and .
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., cert6ing 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.
Cdmy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/2712015
E-1
g.
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
L See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc., dated May OS, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., cert6ing that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A. A.'s generic drawing(No.
I5-113)and complies with FBC, 2014 Edition.
H y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURED
5JUSTUPERNOVA
SHUTTER L INC
1341 SW S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FLORIRIDAn'344983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(7 )673.05 7 8
Pax:(772Tel.: ) 3.0588
W WW.JUST5HUTTERIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE 5HUTTERt DESIGNED.CONSTRUCTED AND 5UPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBR15(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
tMPACTED 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-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. cAet:s
5595 ORANGE DR.201
JU5T SHUTTER IT INC-PORT ST.L.UCIE,FLORIDA TABLE OF CONTENT5: DAV I E, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED° --• -' _ ENGCO®AOL.COM
5FIEEi _ l)ESGRIPTION'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDEDBY d
I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS �d� i b
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED . .• �p DEF
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URES FOR EACH SHUTTER COty PONENT TO BE 2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE I, I A AND G1f55 �•��� +.
USED. SEPARATION TABLE 2 •�Q �'" F
No.5 609 °4
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORAS NOTED. g TYPICAL SECTIONS A.B 1.B2,53,54 WITH ANCHORAGE TABLES
6-FASTENERS:.A55EMBLY SCREWS AND ANCHORS SHALL BE A5 SPECIFIED M THE CURRENT 5LT OF STATq F S
0
DRAWINGS.INSTALLATION AND LOADS 4 TYPICAL SECTIONS B 4 C WTTi ANCHORAGE TABLES A5 PER THIS APPROVAL.
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OP RECORD 5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES •,��+,s�IQNAL ��C'r,,,'
TO VERIFY THE FOLLOWING: '�••....aor"Soo,
7.1-THE STABILITY OP THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G#I WITH ANCHORAGE TABLES �l)L 2 0 2015
ANCHORAGE. 7 JAMB AND CORNER 5ECT10N5 J°
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE Engmeer Seal
REQUIREMENTS.DESIGNED PRESSURES ETC. 8 LOCK MALE 4 FEMALE SECTIONS'V Pedro De Figuaredo,-PE 52609
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8-.33 I/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.6 LOAD DURATION INCREASE 10 STANDARD L.00K5ECTLONS Rd' awm plying 2VLSBD
FOP WIND LOAD HAVE BEEN USED.
tawmplying�v)thtt:oFlorida
Build-mg Lbdo
I I BILL Op MATERIALS,ANCHOR 5CHEDULE E BLADE ASSEMBLY. AcccommNo 0 3,03
[3:rpL IMU9e%w. J9
U5ER INSTRUCTIONS- 12 COMPONENTS
M ua CoMro
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 Op GENERAL NOTES. I3 SECTION W DETAILS
2-CHECK BLADE SPAN ALLOWABLE OE51GN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GIA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 @ G.SECTIONS ARE INTERCHANGEABLE.
SKEET DRAWING H: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRE55URE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
INTERIOR/EXTERIOR 1341 5W 5.MACEDO BLVD
TABLE I TABLE I A 61 PORT ST.LUCIE
MAXIMUM ALLOWABLE b 1 BLADE MAXIMUM ALLOWABLE 81 R 81 B BLADES
1—\ 1—\ 1 FLORIDA 34983
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE1001Tel.:(772)201-9919
BLADE SPAN PRE55URE(P5F) BLADE SPAN PRE55LORE(P5F) Nm ALL ALUMINUM BLADES Fax:(772)673.0588
INCHES N INCHES NEG
1 1 WWW,JU5TSHUTTERIT.COM
6 16
66 158 158 66 158 158 INTERIOR/EXTERIOR
2 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 68 SUPERNOVA
90 16 116 90 116 116COMBINATION
96 108 108 96 108 105 1 1 )� ALUMINUM/LWN BLADES EXTRUDED ALUMINUM
too• ACCORDION 5nUTTER
104 100 100 104 100 100 rTo BLADES CAN DE ARxARGED IN MANY LARGE*SQL
108 93 93 108 93 10 " COMBUTATIONSA5RWLIIRED IMPACTED RATED
114 83 83 114 83 83 IB 1B
120 75 75 120 75 75 INTERIOR/BrtERIOR
126 68 6 12 68 68 ENGINEERING:
132 62 62 132 61 61
138 s7 57 138 53 53 INTEErfoR/ExreRIOR ENGCO INC. CADIIC
144 48 52 144 45 47 5595 ORANGE DEL.201
150 41 48 I50 38 42 IB 18 1B DAVIE, FL. 33314
162 130 1 40 162 28 33 -Tel.:X54)585.0304
NOTES;........ ... ...._. _._.__.. ._ _... .. ..—_. N .._... -_
- ACJ.LDLADES
(AN B - 11! OQAOL.CDM
I-ACCORDIONBNUfTER GAVE SPAN(IICHES)►ORALL COMMONS2-rMZWPX-DESIGN O LOAD MtB )B
3 UNEARINrtWoLATIP9.ONN9 ACCERABLz roK DmiGN YAND LOA09 AND DUVE SspmaermeN �•:INTERIOR/DCTER)OR , 1���AL�, DE F/���', .
TABUUTEd.VAIlS
L
4-USE YiGEIAwnwONE oRMORE TME tIII GixlsuscD �+`� O EN&
5•DIADE Rfl!E�IR5TALLATIOtI L5 AMMW rORALLMOUIMD CONDDIOND •4 V F
No. 260
TABLE 2
MINIMUM 9HUTTERSEPARATION FROM T3lAZING * *0
TYPICAL ELEVATION TYPICAL CR055 SECTION STAT F
A.B.CA.EGH X ORI�P,G�t1��r
TDP TRACK GLAZING SEPARATION (INCHES)
BLADE TYPE BLADE SPAN1-.`,�0NAL
<=10 '1 <—162'
.. JUL 8 0 2015
Y ALUMINUM . 2' 23/4' 3.125° En meer Seal
L)
' ttr Ast ALL EIl:VATIONS Pedro De Plguemedo-PE 52609
d •; a <=30'N ELEVATION 3' 3' 3° MIAMI DAVE APPROVAL:
L. M N
lil PRODUCT REVISED
Y Fa
C-) ¢ � - LIJTP.N 2 1/8' 3° 31 a,tomlplyingwl1lLThe FlaidO
F >30 ELEVATION �)dtq Code
A00&ffioNo S 06/ .A3Dam `{
W
NOTES:
TION FRAM GLAZING ARM SHALL CE IUEA MD TROM
L GLATING 9URPACeTO THE INNER MOST BLADE OR LOCKSWACEyy
2-CIA55 SEPARAnON IS APnICADIE PER THE HVtR@ROWAKD AND Ml�nID uc1 COn)ro
X
a-WHEN SHUMK ISS ASSEMBLED WMi DOTH TV=W BLADES THE
LARGEST CIA55 WARAMON SHALL APPLY.
DATE:04/07/2015
A,8,81,82.83,B4 BOTTOM TRACK SCALE:NA
C D E F G I GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION SYIEET DRAWING IV:
2 OF 13 15-146
MANUFACTURlR:
TYPICAL 5ECTION5 A.B 1,132,153,B4
AND ANCHOR 5CHEDULE -� J6AJ
B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w zglOX3/4' TEKS
5ECf10N A 1/4-20X1/2' HHMS N/NUT ¢aAT 12' OC 1341'5W 5.MACEOO BLVD
BUILT-OUT ON AN. SPACED AT 12'OC 4"
PORT ST.LUCIE
HEADER OR SRL
FLORIDA 34983
2,2A—, 11 201-5919
6 ADJU5TABIE TRACK rax:(77)5ECTION 134 Tal.: )G73-0588
ON REVERSE ANGLE WWW.JUBTSHUTTERTf.COM
m EMBED. W SILL ONLY
N
ANCHORS SECTION
PRODUCT:
. �( AS PER SECTION B4 -ANCHORS DESIGNED = 10 1s ON TABLE BELOW
_ VA
AS PER SECTION A EXTRUDED ALUMINUM
ON TABLE BELOW
a I/IB : ACCORDION 5HUTMR.
w a 1/4-14X1'•GR5•SDS OR I •
x y ?..�.:��., + LARGE A SMALL
1/4-20X3/4' PHMS V/NUT IMPACTED RATED
SPACED AT 5'OC
EMBED.
� m SECTION BI
H °A TRACK ON .'
1/1 B REVERSE ANGLE k ENGINEERING:
SILL ONLY 7 -I ENGCO INC. GbII6
5595 ORANGE R32011
1 l
ANCHORS DESIGNED y D E.
' AS PER SECTION B1 SECTION B3 Tel.:(954)585-0304
a
4 - ---• -- 11--"• a ON-•TABLE BELOW w g1DX3/4' TEKS ADJU5T/15LEON ENGCOQAOL.COM -
i ,.. �:•:--....,. h a .. .. AT"12' 0C STD.ANGLE
y ¢_..
w SRL ONLY
1/4-14X1'.GRS SDS OR :� a r'pD 6 W ANCHORS DESIGNED
1/4-20X1/2' HHMS V/NUT w I Si AS PER SECTION B3
SPACED AT 12'13C EMBED. F ON TABLE,BELOW
:( ti y No. 2609
1 6A - STA F W
P
10 :j EMBED•---� 97sy���s,,+,['0
�^ J , ANCHORS DESIGNED 1/4-14X1' GR5 SDS OR
w ¢ 1/(g '¢ �cW AS PER SECTION B2 '••. ++
x 16 ' �'a ON TABLE BELOW
L OPTIONAL y 1/4-20X3/4' PHMS W/NUT
w wQ SPACED AT 5'OC JUL 30 2015
omo c EngineerSr�l
= I MAX. BLADE SPAN IN INCHES
y L Pedro De Pigveiredo-P!52609
4 11 :i EMBED.—+I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL:
~ BASED ON SPACING IN INCHES ON CENTER
1/4-14X1' GRS SDS OR SECTION B2 ANCHORAGE SPACING 162 132 108 84. 60 PRODUCTRHVISDD
1/4-20X1/2' HHMS V/NUT u 'M TRACK ON s E1 E E1 E El EI E E1 umoyingwith dwFloat%
da
SPACED AT 12'OC 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 B4 Accepl m8widingom
SILL ONLY SECTIONS 1 40 36 62 44 93 54 160 0 60 98 A00�I Ditto os13.o3
A,B1,B2 B 40 0 62 6 93 81 124 1 S 60 146 Im Dato
MAX. BLADE SPAN IN INCHES
B3,B4 6 40 40 62 62 93 93 124 124 160 160 NYS
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRP55URE (P5F) BA5ED O,N 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 B4 60 SCALE;NA7/2015
A Al IBI IC D A Al B BI C D I
A Al B BI C D A Al H BI C D A Al B B1 C DESIGN BY:PPMF
SECTIONS 14 40 -- 40 40 0 40 62 -- 62 9 62 49 90 22 3 60 92 60 116 9 12 77 118 77 1 0 40 60 108 160 1
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 639
93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A.B1,52 8 40. 26 40 40 40 4 62 32 62 62 62 62 1193 93 93 93 93 124 51 12 124 4 124 •1 0 1116011601160 160
B3,B4 6 4 35 40 40 40 40 62 43 62 62 62 62 3 93 93 9124 67 124 !24 124 124 160 94 160 160 160 SHEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 9 93 93 93 93 124 101 124 124 124 124 160 142 160 16D 160 160 3 OF 13 15-146
MANUPACTURM
TYPICAL 5ECTION5 5 AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 5W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Pax:(772)673-0588
ON TABLE BELOW WWW/•JU5T5HU(T'ERIT-COM
1 e 3,3A
a ftJ PRODUCT:
x ¢a f e
i 0°N 1/1B T o� ®q EXTRUDED ALUMINUM
ACCORDION SHUTTER
w
mw~ �.,yx•r . .LARGE45MALL�``�' '• F OPTIONAL IMPACTED RATED
w f tANCHORS DESIGNED
1gy AS PER SECTION B 1/1H
2,2A 11 ;' W ON TABLE BELOW n¢ 5[CTION C
T B o w w WALL MOUNT WITH ENGINEERING:
TRACKS OR 3A
HEADER OR5ILL ENGCO INC. CAeItG
5ECTION B = 1/1 B 5595 ORANGE DR.201
BUILT-OUT ON 's, N I DAVIE, FL. 33314
REVERSE ANGLE :I EMBED. I J, r _Tel.:(954)585-0304
• HEADERORSILL ENGCO@AOLCOM
tttttppo�nipi
'00 ,%N
1/4-14X1' GR5 SDS'13R .` 3,3A ` �� ��� r"°�CRHso
1/4-20X1/2' HHMS V/NUT "� X41
V F'
SPACED AT 12'OC N r R e
; NO. 2609 `X
5
m° ANCHORS DESIGNED 14* *II
`tAS PER SECTION C' 3A 4 ST
ON TABLE BELOW :A \
' AI.
MAX. BLADE SPAN 1N INCHES
SEE ANCHOR SCHEDULE ON JUL 30 2015
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 B4 60 Eng:neerSm
A �AIB Bl C D A Al B Hl C D A Al B Hl C D A Al B Bl C D' A Al B Bl C D Pedro DaFigoevedo-PE52GO9
14 ao -- ao 4 40 4 6 1 4 2 49 B1 2 8 60 1 60 104 29 1 0 7 4 1 5 40 1 -1-09-146 Na
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 MIAMIDADEAPPROVJLL:
8&C 8 40 26 40 40 40 40 62 3 62 6 62 62 93 39 93 8 93 86 124 51 124 111 124 111 160 71 160 156 160 PIIODUCPREVISBD40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 12a 124 160 94 160 160 160 000roplyinBwithlholIatido
040 a0 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 10 BlWdinjiCada 05-)3.0;
H1tpI
ID" 128
�$44A-ll
MAX. BLADE SPAN IN INCHES ,
?A D uct Control
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P50
SHEET 11 FOR ANCHOR TYPE 13A5ED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162' 1 132 1 108 I 84 60 DATE:04/07/2015,
s E EI E El E E1 E E1 E E3 SCALE:NA
14 40 31 62 38 87 46 112 60 157 84 DE51GN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 21 70 6 9
B&C 8 40 46 62 62 93 //1124 99 160 133
6 40 40 62 62 93 88 124 113 160 15 SHEEP DRAWING#:
4 40 40 62 62 93 84 124 108 160 151
40P 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION DAND ANCHOR SCHEDULE AS PER BN GH
ON TABLE BELOW ON TABLEABLE BELOW 1341 5T.5,MACEDO BLVD
.. .. I PORT 5T.LUCIE
a (ED) EDGE FLORIDA 34983
<
ry (ED) EDGE ED) E CE Tel.:(779)201-9919•
F, DISTANCE DISw Fax:(772)673.0588
EG. E2
6A WWW.JUSTSHUTTERJT.COM
W/LEG
TRIMMED
m 2,2A a
(110X3/4' TEKS V/LEG PRODUCT:
u AT 12' oc J-TRIMMED
SECJION D SUPERNOVA
_ c� IN5ET MOUNT W/ (ED) EDGE 2 INTRUDED ALUMINUM
TRACK 2 OR 2A
Z HEADER OR SILL DISTANCE ACCORDION
GE4SMALL
-3a.
0 5ECTION E w = IMPACTED RATED
rn R1� 1/1B ANGLE INSCf MOUNT w ry00
_I HEADER OR SILL - w 1/4- 4X 3/4' TEKS
SPACED AT 12'13C
air ENGINEERING:
1 ¢a SECTI�GM ENGCO INC.zUSTAB5595 ORANGE DR.201
ANCHORS DESIGNED HEADEDAVIE. FL. 33314
AS PER SECTION E __ CAM
--_..- . . __. ON TABLE BELOW EN
Tel.:(954)585-
._ .-.. ... . .---... .. _.. -- --- GCO®AOL
3, 1/4-14XI' GRS SD
OR
1/4-20X1/2' HHMSSV//NUT. .�MM�•� ,E F� �.y
SPACED AT 12'DC Sv,,•'Q �� EIVyFtti
F rxv •.. 26 s
T
cTn q'Z't-x . 1/1B' �'� ST OF tV r
11 f
NY, ONAL
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON A 8 O 2015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UPE (PSF) 5A5ED ON 5 P A C I N G IN INCHES ON CENTER EDgmeerSeal
ANCHORAGE SPACING 162 132 108 84 1 60 162 132110131 84 60 Pedro De meve:re&-PE 52GO9
It A I B I C D A IB Ic ID A B C D A B C D A B C D s E E E E
16 22 7 - 27 33 ^- 20 34 40 20 24 43 52 2 31 60 72 t43 16 28 34 41 53 74 MIAMIDADEAPPROVAL12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 0 40 48 86 103 51 61 121 14540 62 83 106 149 PRODUCIRDVISED
6 40 4C 35 40 62 62 43 52 9 93 53 64 115 124 68 82 160 160 640 62 93 124 1604 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 4 40 62 93 124 160 X-,"I o _
11 22 2fi 2 32 2 5 41 26 24 9 6 36 34 11 22 27 33 4 0 Axeq l ton at 5 05 .p;
Brphn IDM Date o t?
9 22 26 - -- 27 32 20 -- 34 39 24 23. 43 51 31 30 60 71 44 42 27 33 41 5 3
SECTION E 8 25 0 ^- -- 31 36 22 21 38 44 27 26 49 57 35 3 68 80 A9 47 B 30 37 46 2 B
6 34 39 24 23 41 4 30 28 50 59 36 35 65 76 47 4 91 106 65 6 6 40 50 61 S 1 Id4unl W`)C°itr°
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 401 2 64 1 82 115
12 -- -- -- -- -- 22 -- -- 3 27 -- -- 29 3 22 20 41 48 30 28 12 -- 22 2 5 9 DATE:04/07/2015
9 20 24 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 66 SCALE:NA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 7 DESIGN BY:PPMP
6 30 36 23 21 37 44 28 25 46 53 34 3 59 6 . 3 40 82 96 61 '56 6 37 4 55 71 9
4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
5HEET DRAWING N:
5 OF 13 15-14G
MANUFACTURS4
TYPICAL 5ECrION5 G,F AND I JUST SHUTTER IT INC
AND ANCHOR SCHEDULE '
—� 1/1 B 1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
w� FLORIDA 34983
oa 1/lH ¢a SECTION I Tel.:(772)201-9919
to w KCCE55EDD MYOUNT Fax:(772)G73-0588
w rSILL
a #10X3/4' TEKS axi 1 WNM1NJU5T9MUITERIT.GOM
AT 12' oc J—
x
L` PRODUCT:
F SECTION G ANCHORS TYPE
ADJU5TABLEMOUNi A. H, CORD SUPERNOVA
y 51LLONLY EDGE CLEARANCE(EC) SPACED AT 48'11C
^ I INTO CONCRETE-4°(3000 P51 cONCRtTO APPLICABLE FOR ALL LOAD IXTRUDED ALUMINUM
ETE
a INTO WOOD-2 I/Y(WOOD 5G+0.55) st. C EC) EDGE CONDITIONS FROM TABLE 1 ACQORDION SHUTTER
.
INTO METAL:2'(WG&TGK AIDKAMA9Gs= CLEARANCE 'LARGE t 5MALL
c IMPACTED RATED
(ED) EDGE
,1 r.+.•.e. DISTANCE
STANDARD LOCATION g,� ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEER)NG:
AS PER SECTION G A ENGCO INC. cAb:,G
AS PER SECTION G1
ON TABLE BELOW (ED) sON TABLE BELOW
IDS 5595 5 O GE DR 201
(+- w
DISYMM — JANC
DAVIE. PL. 33314
4 Tel.',(954)585-0304
_ —.. ALTERNATE CED) --. _. a.._ SECTION F _.. EN000®AOL.COM
EDGE DISTANCE ~ canTRACK GLSCT MOUNT
W4SILL 'c,pu�u•�uay
.� DE FJ 'w..
HORS'DESIGNED o •"V\ EN'SF ,
F PER SECTION FTABLE BELOWa ' No. 2609
H *� Tk•
` 4OF
a•O
� STA �
„�.�..
C ED) EDGE JUL 9 0 2015
DISTANCE w
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ONEngineer Seal
Pedro De PuJoevedo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PKE55UKE (PSF) BASED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 94 60 MIAMIDADEAPPROVALa
A B IC ID A B C D A B C D A V12525
A B ' D s E E E
16 -- -- -- — -- 20 -- 1 25 -- -- 27 38 45 27 26 16 -- 21 26 33 46 PRODUCT ttEY13PD
12 — 22 2-3 27 28 33 20 20 36 51 60 35 35 12 23 28 4 44 62 Build i)dnBwilhlheEToddn
SECTIONG B 28 33 20 20 35 4l 24 24 42 50 30 22 54 76 90 53 53 B 34 42 51 66 92 BuildtmeNAeerplapte No6 3B 0 26 2 46 54 3 32 56 67 39 3973 102 120 71 0 64 40 0 39 39 62 62 48 4885 93 59 59 109 153 160 106 105 4 40 59 72 93 130
BY
1 26 34 21 35 2 25 42 51 23 1 55 66 29 40 7 93 41 5 ]6 5 43 53 8 95 Mm IDad oduclCo:troI
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 68 39 53 102 123 54 74 2 40 5 70 90 127
el OR B 40 40 30 40 6 62 37 50 85 93 45 62 109 ]24 58 79 1 3 16 8l ]tf 8 40 62 93 124.160
6 40 40 40 40 62 62 49 62 93 93 60 82 ]24 f24 77 106 160 160 108 48 6 40 6 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA
DE51GN BY:PPMF
SHEET DRAWING#:
6 OF 13 15-146
MANUPACTURR:
TYPICAL HORIZONTAL JUST SHUTTER IT INC
JAMB AND CORNER 5ECTION5 J
OPTIONAL
SEALANT 1341 5W 5.MACEDO BLVO
PORT ST.LUCIE
ANCHORAGE TO HALL SECTION J MIN, 037 ANCHORS FLORIDA 34983
IS NOT NECESSARY TYPE A, B, C ORD Telfox.(772) 73.05 19
y IAMB CLOSURE 4• !•BONS ENDS SECT{ON J( Pax;(772)673.0588
i} WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE WWW,JU5T5tiUTTERIT.COM
-i INSET MOUNT
r'
0X2? #IOXI SDS !A
9:4A TOP AND BOTTOM EXt£BENf-«� PRODUCT:
lA TRACKS 1
SUPERNOVA
v- MIWDED
RD ONSH(UTTER
> p,m LARGE 4 SMALL
IMPACTED RATED
E
TOP a BOTTOM TRACKSs
FNGCO INC. CASI14
5595 ORANGE DR.201
DAVIE, rL. 33314
._-. :_... .._ .. el.: 585.0304
• .. .... ... ..ENGr�AOL:COM ... .. .
IB ,
• �prorrnh - '
4E F/,
ANCHORS TYPE 0'J` a°�,�•EN Fj 1*
SPACED ATTR24'gC NO 52609 ?
AEDGE
STANC£ 'b 8TA OFy�3
° SECTION J2 °0,����t o .n�PV���p•'.
"".�•r .«; JAMB CL05URE
s
4 +
BULLT-aUT MOUNT •n arrarur
21 OR 11 JUL 3 0 2015
NIOX3/4' SS SMS OR
IIA 3/16' FOR RIVETS Enema'5621-
Pedro De figvaredo PE 52609
SPACED A7 24.0E SECTION J3
cep CORNER CLOSURE
y MIAMI DADS APPROVAL
PRODUCTI IWISGD
�s aon>rlying nidrUw Ciorido
Aai ntpNo f�J-P`SJ .O
Ion pato all
t xu
N
s! ffiro
DATE:04/07/2015
5CALE:NA
1 1 7 0R 7A DESIGN BY:PPMP
1B
IB <195 PUSH BUTTON LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING N:
7 OP 13 !5-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INc
HD LOCK 5ECTION5 L
134 15W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
NW W.JU8T5HUTTERIT.COM
[NOTE:5HLITTER CAN BE LOCKED FROMSIDE OR OUTSIDE BY PLACING LOCK N 5ECTION L
1!OR OUTSIDE A5 REQUIRED. o a LOCK BADE SECTION
CLOSE POSITION PRODUCT:
5UPERNOVA
EXTRUDED ALUMINUM
14 ACCORDION SHUTTER
• L .J LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
mro ENGCO INC. wn
es
N
1 5595 ORANGE DR 201
• 1 IB DAVIE, FL. $3314
IB Tel.:(954)585-0304
SA ..- ENGC0@AOL.'COM
' q rprrnnirrriry
�Q
CE q
COMMERCIAL MORTISE LOCK -W/ n
EXTERIOR KEY OR THUMB TURN NO 52609 L
AND INSIDE .THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24'OC 4• BTA OF
ALTERNATE 5ECTIQNL1 3�A` 40 ISP'
. LOCK BLADE WITH .��sr .. ,,,,n• �(�'r,
LOCK Bl'9E 11
SECTION STARTER BLADE SECTION IA
OPEN POS ECTI _� DIIEIfENf rrrrranrurrrr
.IIIL 3 0 7.015
2 2 L ENm1� c5c
Pedro De PguredoPE 52609
MIAMI DADE APPROVAIa
yQ.s MODUC IRFIVISP.D
u owaplyin6 wlth tho PWridu
N Bonding Cude
AceaFmncoT)o 5�0 .e3
tlrpl IonDalo o )9
ra rr—T7
B1
H BATWII
1 8 tiUamlD uct Nrot
1HJ "
DATE:0410712015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
I COMMERCIAL MORTISE LOINSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN IB 511EET 1 DRAWING#:
AND INSIDE THUMB TURN 8 OF13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE I3415W S.MACEDOBLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLOFJDA34983
Tel.:(772)201-9919
Fax:(772)G73-0588
.•xu 7A WWW.JUST5tiUTMRfT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK z,u SECTION M PRODUC.
INSIDE OR OUTSIDE AS REQUIRED. C1 LOCK BLADE SECnON
(41 CLOSE POs1noN 7A SUPERNOVA
-ca Lti 4 EXTRUDED ALUMINUM
ur W
ACCORDION
LARGE 4 SMALL
IMPACTED WED
ENGINEERING:
7 OR 7A' Q711R ENGCO INC. G0116
ttioo 7 OR 7A 5595 ORPNGE DR.201
DAVIE, FL. 33314
954)
1 J .. ... .... ._ .._ ... _. _ .. .... _ .T6ENGCO@AOL.COM 4
• 1B 1/4-20)(3/4•THUNB SCREW
LOCATED ON ACCORDION
i• INTERIOR OR EON ACO2 SIDE 1/4X1 1/2 PULL PIN
DRILL AND TAP.DPPDSITE INSIDE DR OUTSIDE dDE P1 y
6 3� BLADE TO RECEIVE SCREW C.ENSF
C 19) PUSH BUTTON LOCK' Q
.. LOCATED ON ACCORDION. No.52609
INTERIOR 11R EXTERIOR SIDE *• *L
ALTERNATE SECTION M I 'a STA OF t
LOCK BLADE WITH ���
LOCK BLLAAD�a sEGMTION � STARTER BLADE SECTION $��S.�4 0 1..
OPEN POSITION
ANCHORSTYPE
RPD JUL 8 0?.015
7 OR 7A 24.00
Enymeer Seal
Pedro De Fi,3mredo-PE 52609
7 OR 7A '41r1A MIAMI DADE APPROVAL+
a PRODUCTREMSHn
r omlplplog Willi the Flo d 13
vmo 7 OR 7A � OADazazq
1 "v B xdo
on 0
1B PUSH BUTTON LOCK 7 OR'7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04107/2015,
SCALE:NA
DESIGN BY:PPMF
1 1 •
18 1�� 1B
5HEET DRAWING#:
9 OF 13 15-14G
MANUFACTUREP,
TYPICAL HORIZONTAL 5ECTION5
5TO LOCK 5ECTION5 N JUST SHUTTER ITING
1341 SW 5.MACEDD,BLVD
PORT ST.LUCIE
FLORIDA 34003
Tal..-(772)201-9919,
Fax:(772)G73-0588
FNOTt!-'W`15TTM CAN BE LOCKED FROM wwwju5T5t1uTTmT,COM
I NSIVZ!OR OUT51DE 15Y PLACING LOCK T— 5ECTION N
NSIDE OR OUT510C A5 REQUIRED. (u LOCK BLADE SECTION
6
0-,'w CLOSE POSITION PRODUCT:
Q%
SUPERNOVA
WRLIVED ALUMINUM
ACCORDION StILMEF
LARGE 4 SMALL
IMPACTED RATED
ENGCO INC. CA81 M
5595 Owcx DR.201
D
St7 DAVIE, rt. 33314
22A-
Tel.:(954)565-0304
ENGCO@AOL.COM-
22
22D D
to
No. 2609
ANCHORS TYPE
A, 11, C OR
SPACED AT 24'13
5ECTION ALTERNATE 5WTION N I
LOCK I
BLADf SECNTI
ON LOCK BLADEIWITti
OPEN POSITION STARTER BLADE SECTION IA) umm
—1 JUL 3 0 2015
3 2, is -wr4wWal, CAfneef Segi
12 Pedro De P"Wejo-re 5260e
MIAMI DADE APPROVAL,
PROVWrid3VI6MD
22A
22A IH e2B
DATE:04/07/2015
22
SCALE;NA
DESIGN BY:PPMF
1D
51"Ifff DRAWING#:
L
LOOP 13
MANUFACTURER:
TYPICAL BLADE ASSEMBLY JUST SHUTTER IT 1Nc
BILL OF MATERIALS
13 1341 5W S.MACEDO BLVO
ITEM DESCRIPTION MATERIAL MANUF CTURER PORT 5T.LUCIE
12 13A I BLADE 3-T6 ALUMINUM AS A. FLORIDA 34903
L6
411-
19 1A 5TARTER8IADE 6061 ALUMINUM N.A.5.0. Tel.:(772)201-9919
roNtw1IB COMP05RE RIX: 6063-T6/LWW NA5.A. Fax:(772)673-0588
IC FL IATINGSTACKBIADE GO63T6ASUMINUM NASA WWW.JU5T511UTrERIT.COM
20 2 CEILINGTRACK 6063 T6 ALUMINUM N.A.5.A.
16 31•/IJ2'WALL MOUNT TRACK 6'63-T6 ALUMINUM NA.5.A.
14 13A 2'WALL MOUNT TRACK 6063 T6ALUMINUMN.A.5 A.
q 'A'TRACK 6063-T6 ALUMINUM N.A.5.&
5 REC EDT 60 3-T6 INUM N PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A.
GA ADJUSTA MALE CK 6063-T6 ALUMI UM •A.5•A• rJ'UPERNOVA
ADE7 UNIMATE LOCK BLADE W/O LP 6063 TG ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
0.14 7A UMMATE LOCK BLADE LP 6063TG ALUMINUM N.A.5.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE 6063 TG ALUMINUM N.AS.A. LARGE 4 SMALL
BA HD MALE LOCK BLADE 6069 T6 ALUMINUM .S.A. IMPACTED RATED
iv 13-N 10X3'HH 815 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9 I•JAMB CLOSURE 6063 TG ALUMINUM RN A.
4105TAJNLE55STEEL 9q 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A5!T1
10 14-2X ANGLE 6063-T6 ALUMINUM N.A.S,A. ENGINEERING:
II 115-2X ANGLE 6063-T6 ALUMINUM N.A.S.0.
0.19 12 WIIEELCARRIER PLATED STEEUNYLON N.A.5A ENGCO INC. CAe11G
SILL 13 M I O)w HH BLADE SCREW 410 STAINLESS STEEL N.A.5A
0 `� 13A 1111 0X2'HH BLADE 5CREW 410 STAINLESS STEEL N.A.S.A. 5595 ORANGE DR 201
0 14 0.44'DIAM.FIATWASHER STAINLESS STEEL N.A.5.A. DAVIE, ) 5-03333 4
oL _ 15 0.46'0 x 0.93'BUSHING NYLON N.A.5.A. 'Tel.;(954) OL.CO 04
I. 16 0.40 0 x OXT WHEEL BU5HING NYLON N•A.5.0. ENGCOQAOL.COM
1 14 JI- 19 PUS BUTTOM lA
14 IH 20 12YI S/8 WHEEL 5PACER NYLON N.A 5 A. \\\\\�\ E72
16 r: 21 116-1X2 IX2.5.IX4 1.5)3 AN 606375/LLUMINUM
15-
5 LPTImNL 0.14 22• STD fEMALE LOCK BLADE 6063 T6 ALUMINUM NASA \� `R/••••
1313p 22A,• 5TD MALE LOCK BLADE 6063-T6 ALUMNUM N.0.5.A. �S\�F•.• .,ENS'F'w.�/
13A-III I OX2'HH 22B • STD LOCK KEEPER 6063-T6.IUM
i
o.-
-110 STAINLESS STEEL
0.500 (1 a D 8 OFty
o,a 0 0.390 •o�� FONAI. `��
0,20
0.390 1 ,a, 0.44 0.03 •'y rs/ �,�G\\
dT9 a a d JUT. 8 8 1015
fl::m
0.310 T 0 T 1 A-0.03•X O.q4.0 Engineer Seal
`r ® `* a STAINLESS STEEL Pedro De PigueNedo-PE 52609
d� 6 0 0 0 FLAT WASHER
ANCHOR 5CI1EDUl-E
I G-.A6°0 X.65' 15-.46'0 X.93' MIAMI DAVE APPROVAL.
0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.D.
26 1/2.0X'.36' A 1/411TINTAPCON INTO 3000 P91 CONCRETE 1.75 3.0 I'RODUCI'RtiVI3HD
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 WoMplylBsaiUhOwFlos(de
SPACER
AI I TAPCO CONE BLO 1 Aocepma�NoMContral
1 4°ELCO ULTRA CON lNTO CONCRETE BLOCK 1.25 2.5 Ext ion Date13 20 I L POI SOLIDSET I O 3.0 K51 CONCRETE0.875 3.0
I I -20X PON 5 50UD INTO CONCRETE BLACK O 3C I LA O G=55 150 Ded
12-WHEEL CARRIER 1 D1/4'-14 SELF DRILLING SCREWS INTO I16°STEEL OR ALUMINUM 0.75
STAMPED 55 WITH E I/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 3.0
o NYLON NMEELS E I I/4'CRETE-REX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
SCALE;NA
rs Notts, VD,EDGE DISTANCE 5K4LBEBITIMWALL DRESSING DE5I N Y:PPMP
LMMABEOMD7r SKULL BE BEYOND WAIL ORESUNG
W IAT•TAPCON.1/4'CREt6r1 OL#14 WOOD SCREWS CAN BE USED IN RfPIACE Or IH'U&5CRBNS
CI
"1.24 1 5O Ef 3 DRAWING N:
5HUTTER COMPONENTS MANUFACTURER:
4.56 3.92 JUST SHUTTER IT INC
4.54 08 -3.23 0.46
!4.
13q15W 5.MACEDO BLVD
1.24 1.99 0.61PORT 9T.LUCIE
Ln om S 0.97 o FLORIDA 34983
:°Du o d 11 1d .1 �V o Tel.:(772)201-9919
o y 3 2,
vs d w Paz:(772)673-0588
1 B.COMPOSITE 2.0448
WWW,J U5T5tiUTTERfT.COM
I-0.05•ACCORDION BLADE ro 1 19 ALUMINUM/LEM BLADE
dT T Lfl1AN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
1.45 d AS PER ROA 13-0717.01 7-UNIMATE W/O LP LOCKING BLADES 0.41
XL 102UV LOCKING.DW15 PRODUCT:
I P.STARTER BLADE
2.31 1 5UPERNOVA
4.61 1 83 0.51 51 EXTRUDED C5
f•.,
4.08- 'pd-L� � 1,. 1,56 �o w d 805 0 EXTACCORDION SHUTTER
C3ILARGE 4 SMALL
m� •I m IMPACTED RATED
0.86 -
yy o -__ -___-� a•'+ m a = m o �, 8B-ADAPTOR PILLER
@y
0.61 1 N o "' N'" `• $ N USE WITH B AND BA ENGINEERING:
2-INSET TRACK W1 RG L�TIML d 3.00 ENGCO INC.
CAD116
I c-aos-PwATiNG 5TAcr BLADE 11.7HEADER/SILL MOUNT -0.64 5595 ORANGE DR.201
0.13 0.D0 8A-MALE HD 0.08 0.60 DAVIE, FL. 33314
2.1-INSET TRACK WJO RG Tel,:(954)585-0304
ALTERNATE CALK -• HEADER/SILL MOUNT 8-FEMALE HD •-_• .. LOCKING BLADE •- ENGCO@AOL.COM
END RMPMR T LOCKING BLADE
.w
TRACKS
3,11 a 3.83 N ffffppobf�4q�.
ci
3A MD U 1 5-RECESSED TRACK fpf �� E F1 f�'w
-1 0,IO •'R�.. $ SILL MOUNT ONLY r
tl' + d a6o al 0� % EAIBF•��ac
o to m o 0.06 o.ii No. 2609 z
2,41 0.86 1.64'-'•I�
TI!,
�^+ ^ -'_' '_� n 0.79 01 d ? STA
a c;I0 0,07 0,
611= N 0,06 LX..I $ d 9B-HD JAMB CLOSURE
o OPTIONAL _ O '��
tZ 3A-O BLIAD-OUT TRACK d d a 6 a nNa�.fffpp9
d 0.06 _L HEADER/SILLMOUNT o
OR _ -'-r=��-I- 3A.1-2•BO TRACK WAJ 228-LACK KEEPER INSERT 70� JUL 80 2015
.59 -10.61 RAIN GUARD(RG) 9-I'JAMB CL05URE
22-FEMALE STD 22A-MALE STD
Q.07 Ra LOCKING BLADE LOCKING BLADE T N Engm w Seal
3-1'//t BUILT-OUT TRACK OPTIONAL 1 o Pedro De Fguevedo-PE 52609
HEADER/511.1.MOUNT 3.70
W/O 0',125 0.25 MIAMI DADS APPROVAL:
3.I-1•ilt BO TRACK
RAIN GUARD(RG) ---I I-.- II II`_ 9A-2'JAMB CLOSURE
2.+3 2.07
l'ROIri1OiRQV1SFA
o.86 1,gl a 09 0.O6 as Igc�de idift otiAa
1) AaeplIon %ft 0513 I
I Ezpl Ion Dara OR�-�/6'
0.86 n a d �� 21-1/16•THICKANGLES 6
0.61 Qar d d 1F O C3 O o 6063-T5 ALUMINUM ALLOY MFmnl COMMucl
m .. d 0.83 N N vi Vi SIDE CLOSURE USE ONLY
m
o d 2.09 2.61 �75 I OATE:O4/07/2015
d a 07 2.23 0.07 3.36 I a SCALE:NA
_1 DESIGN BYI PPMP
T I 6A-ADJ SILL M E MALE r;
- o.9s 1.13 1.29 6•ADJUSTABLE FEMALE HPADEW SILL MOUNT •---2.0--•� 2.0-►� 1
3.37 HEADEW SILL MOUNT ""�� ..7_
q-•A•TRACK 5HEET ,DRAWING k:
SILL MOUNT ONLY 11-TV THICK ANGLES 10-1141 THICK ANGLES1• OR 1.5'� 12 OF 13 15-146
6063-T6 ALUMINUM ALLOY 6063 TG ALUMINUM AUDY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
• BETMEN WOOD TRUSSES PORT 9T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JUBT$HurrmT.COM
'
0.63 0.62
1.25-1-
5 1.25 1.25 --5 DO----I
PRODUCT:
(4
(4 PER RAFTER) N
1/4'X 2 1/4 FH TAPCDNS 5UPERNOVA
WITH 2' MINIMUM 1/4X5'GOG3 TG ALUMINUM PLATE
PENETRATION INTO WOOD EXfRUDEDALUMINUM
ACCORDION SHUTTER
LARGE R SMALL
•
5.00 IMPACTED RATED
m 1/4'X5' OR I/B-XS' 6063-T60� ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO O
L.-
RAFTERS AT MAXIMUM 24' OC a ENGCO INC. CA0116
ALTERNATE7ALUMINUMANGLE
SEE TABLE BELOW FOR SHUTTER �i
cqQ0SPAN 6 PRESSURE 1/4'X215"GOG3-T6 5595 ORANGE DR.201
i -T-- DAVIE. FL. 3-03 4
w • 04
W 1/4'-141 2' SELF DRILLING SCREWS ••- TeENGCO@AOL.COM
I- q z SEE SHEET 5 MOUNT TYPE D
�y ANCHOR TYPED FOR ANCHOR SPACING
�fr�4cAr��.��
... . , ,• s,oD F* No. 2609*�
a STA F
csT I/815'GOG3-TG ALUMINUM PLATE +T�
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRESSURES �•s/ONAL ��++0
[IM SECTION X WIM 1/4'ALUMINUM RATE FOR5ECIION X WITH 1/8'ALUMINUM L'IATE •.'•a....nn�loss
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE51GNED �I�---�00---�{
SPAN PRESSURE P5 5PAN PRE55URE P5F N I I JUL 0 2015
IN BLADE I BLADE I B IN BLADE I I BLADE 15 T Engmeer Seal
60 ±159 ±159 GO ±99 ±99 . 1 Pedro De Pique redo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE Oo
84 ±113 ±113 84 t71 ±71 1/8X215°6063-TG ALUMINUM ANGLE
ni MIAMI DADS APPROVAL:
90 ±106 ±106 90 ±GG kcG
108 t 88 # 88 108 S5 ±55 1 PROOUCTRBYI900
12G ± G8 # G8 126 147 +47 �cooaWyieewtlhmeFTotids
132 ± G2 ± GIt45 t45 A�ea�I�mee�No1 - 13.0;
144 1+45.-52 1+45,47 �11
3244 1 3'4I ±41 1
I G2 1+30,-40 1+28.-33 1 G2 ±30 1+25,-30 8 '
MYwI nad uc Contro
NOTE I- LINEAR,INTERPOLATION 15 ALLOWABLE BETWEEN BLADE 5PAN SIZES
DATE:04/0712035
SCALE:NA
DESIGN BY:PPMP
5HEET DRAWING//:
13 OF 13 15-14G