HomeMy WebLinkAboutProduct Approval i
MIAMI•DADE MIAMI DADE COUNTY
I 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
I NOTICE OF ACCEP-TANCE'(NO A) 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 duality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of-13,prepared by 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 TA.S-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 914-0708.05 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.
CMfAMIADEcourinr NOA No.15-0513.03
� gffipiraiion Date:�08714/20191
Approval Date:08/2'7/2015
08 fZ7 f�lS Pagel
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 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., cert Eying 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. I5-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco, Inc., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Makar,P.E.,M.S.
Product CoutroI Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-1
i
i
it
Just Shutter It.Inc.
I
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.SA.'s generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
H y A.Makar;P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
i
MANUFACTURER,•
Il— N
=' JUST SHUTTER IT INC
Ry0JV A 1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT Sr.LUGIE
FLORIDA 34983
x (7 19LARGE M15SILE IMPACT RE515TANT Fa:(772)673-0588
WWW.JU57FSIiUTTCR)T.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND 5UPERN OVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
ACCORDION AND WIND BORNE DEBRI5(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED AADEO ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. CCO
LARGE 4 SMALL R
IMPACTED RATED
2.CODE:TH15 PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OP 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. cgetrc
5595 ORANGE DR.201
"JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENT5: DAV I E, FL. 33314
5UPE.RNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' _. . _ _..PTION ---. _ .--... ENGCO@AOL.COM
gHEET DESCRI '
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A p�"�'�•"••�i;�
PROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENT5,GENERAL NOTES.USER IN5TRUCTION5 DE F, 4
PRE56URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BENO '"`•. lC
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLA55
USED. SEPARATION TABLE 2 Q ,�
No.5 609 _
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORA5 NOTED. 3 TYPICAL SECTIONS A.B 1.B2,B3.54 WITH ANCt70RAGC TABLES
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OP q TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES STAT� F tV
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. GMOPAGETABLES z0RIQ�
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD 5 TYf ICAC SECTIONS D,E 4 GH WITH AN ONAI
TO VERIFY THE FOLLOWING: .TYPICAL SECTIONS FG 4 I WITH ANCHORAGE TABLES "•••����r�'r��
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INF.5URING PROPER JUI. S 0 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA.SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAM13 AND CORNER 5ECTION51J°
- REQUIREMENTS.DESIGNED PRESSURES ETC. _ E��� I
8 LOCK MALE 4 P
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. FJv1ALE SECTIONS T _ - _ - Pedro De Fgueuedo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LACK UNIMATE SECTION5"M' MIAMI DADE APPROVAL:
FOR THI5 PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASEPRODUCpREVISPD
---- -- - — - FOR WIND LOAD HAVE BEEN USED.-- -- - - _ -__ _ .- _- _ _ _ _ _ __ _ _ 10 -. STANDARD LOCKSEGTIONS'N' -_ _ _ - coBuudmpltl
vlth roFlorWa
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE A55EMBLY. A
;p= _0 )3,o3g
U5ER INSTRUCTIONS: 12 COMPONENTS ly
- Rl! duel CmNro
1-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 7('DL'TAlL5
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I ORTABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.5ECTION5 ARE INTERCHANGEABLE.
SHEET DRAWING rT:
5-THE LOWEST PRE55UOY FROM ITEM5 2 AND 4 ABOVE MU5T NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
``TABLE I TABLE r tINTCRIO /C!nwOR 13q I SW S.MACEDO BLVD
MAXIMUM 1 BLADE MAXIMUM ALLOWABLE 1 4#I B BLADES t 5�
PORT 5T.LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URE 1-\ 100'1-\ 1-\ FLORIDA 34983
�-s � - t Tel.:(772)201-9919
BLADE SPAN PRE55URE(P5F) BLADE SPAN PRESSURE(P5F) `� } ALL ALUMINUM'BIA[jE5___f Fax:(772)G7"588'
INCHES NEG INCHES _ 1 1 WWW.JU5T5tiUTTERIT.COM
60 16 I r INTERIOR/EXTEROR ,f
66 158 158 66 158 158
2 I4 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTEROK/6°EROR e� SUPERNOVA
90 116 116 90 116 116 COMBINATION
96 108 108 96 108 108 1 1 1-� ALUMINUM/LEXAN BLADES ACCORDION
ALUMINUM
104 100 100 104 100 100 ENeo 100 BL-Dm CAN Be ARRANGED uc MW LARGE 4 ACCORDION MALLSHUTK
108 93 93 108 93 93 12 1 B COMNUATION3 A3 REOUIREO IMPACTED RATED
114 83 83 114 83 -83-
120 75 75 120 75 75 INTERIOR/EKIEROR
126 68 68 126 68 G8 ENGINEERING:
132 62 62 132 61 61
138 57 57 138 53 53 ENGCO INC. CA511c
-1-44 48 -"52 3• 144 45 47 INTERIOR/EMMOR 5595 ORANGE DR.201
150 41 i A8-' 150 38 42 IB IB 1B DAVIE. rL. 33314
162 30 40 162 8 33 Tel.:(954)585.0304
NOTES; __.___ . __.cam ALL'LEXAN BLADE5 - - ENGCOQAOLCOM
I-ACCOFINON 3nufRR BLADE arm(IICHM)f0R ALL CONDMONS
2-rm5URC.005IGH WRID LOAD M19 1B-/
��,\"�E,F
3 UNPAR TABULATED VAWE°N ACCERABI2 FM DESIGN VAND LOAD9 AND BLADE SPAN BETWEEN!
.<,•:INTEROR/EMMOR ',��s �. �� .
•1-USE YAMS I A WHEN 0Ne OR MORE raT IB BLADE e3 USED � � •,wEH,+• /
S.BLADE RLVERM IHSTAUATION IS AIIGWED rOKALL MOUNTED CONDMON3 Q Sp
No. 2609
_ �_� TABLE 2 n
h MINIMUM SHUTTER SEPARATION FPJJM'GLAZING
4r TYPIGATEEEVATION TYP_ICAL-QP 555ECf N 'u
STAT F J
`�� A,B,C,D,E GHX GLAZING SEPARATION (INCHES) LsO'��s*1 0 R 1 9 +
TDP TRACK
r BLADE TYPE BLADE SPAN
<a6(7I <=10 . 62'
JUL 3 0 2015
Y ALUMINUM P. 2 3/4' 3.125° EDg eer Seal
< ION
¢ n , toss ALL ELEVATIONS
n
> > msuva Pedro De NuOredD-PE 52609
~ ¢ as
LEXAN 3' 3' 3°
C3 tail =a a <r30'[LeVATION MIAMI DADE APPROVAL:
F- L M N �,
v ¢ LEXAN 2 I/8' 3' 3' YODUCTRBVISBb
--- - --¢- '_ - - o - _ _ Bu1td�Cade Ilh the Florida
--- —- >30'EtJ:VATION — Aootpiceo d o 5=05 :03
1
ionlhte )EI
Ld
NOTES:
sePARAmom rROM G1AMIG AREAS SMALL Be MEAN=PROM
t- GIA7ING 9UREACe TO TNC eINER M05T BLADe OR LOCK 3I11VACe. a '
.2 Gj•] }'3ErARAT10N19'AT7CABlL�t:THlI1VIR IBROWARD:AIA: EMI�.IIID uCLC9niro
N11 11 1 10 111 11 •3—Q A9BVITERI`J A59EMBitO-N1it1 DOfH-TYPe3.OP @IADe°3�liEY`
LARGr91 GIA55 OWARATION SHALL APPLY.
DATE:04ro712015
A,B,81,B2,83,84 BOTTOM TRACK SCALE:NA
C D E F C I GH DE51GN BY:PPMP
SHUTTER WIDTH CSW)
NO LIMITATION
SHEET DRAWING H:
2 OF 13 15-146
MANUPAICTURER:
TYPICAL SECTIONS A,B 1,B2,B3,B4
AND ANCHOR 5C)1EDUtf — —' 1/1B JUST SHUTTER IT INC
StCTION A 1/4-14X1' GRS SDS OR w z NlOX3/4' TEKS
1/4-20X1/2' HHMS V/NUT as AT 12' OC 1341'SW 5.MACEDO BLVD
BUILT-OUT ON
AN
SPACED AT 12'OC w PORT ST.LUCIE
HEADER OF SILL 16
OPTIONAL PLORIDA 34983
6 ADJUSTABLE AB E TRACK FaxION B4 :)
1 72)G73-0588
_I ON REVERSE ANGLE WWW.JU5T5HUTIERiT.COM
mEMBED. �lj SILL ONLY
6A 7 ANCHORS DESIGNED PRODUCT:
e $ Ei AS PER SECT ION B4
ANCHORS DESIGNED
Q AS PER SECTION A = 10 t' $ ON TABLE BELOW
s � H
SUPERNOVA
z ON TABLE BELOW %- e" ExfRUDED ALUMINUM
I%1BACCORDION SHUTTER
= a- 1/4-14X1'•GR$SDS OR - v
LL
1/4-20X3/4' PHMS V/NUT LARGE45RATED
w a SPACED AT 5'5'13C :j EMBED. IMPACTED R
w
SECTION BI
_ "A'TRACK ON
w 1/IB ENGINEERING:
REVERSE ANGLE
51LL ONLY -I ENGCO INC. CA�IIG
roo ;:rr •.;r:.
'-•• � 1/1 B 5595 ORANGE DR.201
tLw. ANCHORS DESIGNED H SECTION B3 DAVIE. FL. 33314
- AS PER SECTION B1 w #IOX3/4' TEKS Tel.:(954)585-0304
ADJUSTABLE ON - ---
4 ---. ..--- It- 4.. ..F ON--TABLE--BELOW , F- •a... - .. - AT"l2' OC -. ....._. . . STD.ANGLE - ENGCO@AOL.COM
w - 5(LL ONLY
"DEAF/'4
1/4-14X1'.GRS SDS 0R oe 6 , - w ANCHORS DESIGNED ,,�` �yw •••a �(�.
i; w cf , AS PER SECTION B3 •��. �.%C H,pF" 'Z ty
1/4-20X1/2' HHMS V/NUT _ EMBED.—� F " e ON TABLE BELOW
SPACED AT 12'OC .* No. 2609
-� 6A I 4STA F 4V
a ]0 ;j EMBED•--'ll ��,c� A'( O ,• ��`
F ti � -: lis`•..O R.,.P("!��`
w 1/1H •-'- ANCHORS DESIGNED 1/4-14X1' GRS SDS OR
w AS PER SECTION B2 a,•,
= w 16 F ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
FirapTIONAL v 8 Q SPACED AT 5.00 JUL 3 0 2015
y cym I MAX. BLADE SPAN IN INCHES Engineer Seal
Pedro De F ue,redo-PE 52609
4 I1 ,� EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(P5F)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI OADEAPPROVAL:
SECTION 152 ANCHORAGE SPACING 162 1 132 1 IDS 84 60 PRODUCrREVISPD
1/4-14XI''_GR5 SDS-OR - - - ---•A•TRACKON - - — -- - --- - --- -5-- - -E-1- E --E1- E---'E1 E E E1 a+�Wbinew•ithdoFlmida
1/4-20X1/2' HHMS V/NUT_ - BDIldinaCbde
SPACED AT 12'13C STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 AooWwxaN015-q5'J .03
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 IIm Dau 0R/ter
A,B1,B2 8 40 40 62 62 93 81 124 1 5 160 146 ?'�9
MAX. BLADE SPAN IN INCHES B3,B4 6- 40 0 62 2 93 93 124 124 160 160 h11enl c �
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (1`5F) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING SCALE4/07/2015
162 132 108 B4 60 SCALE::NA
A Al B IBI IC ID A Al B Bl C D A At B Bl C D A Al B B1 C D A Al B B1 C D DESIGN BY:PPMF
SECTIONS 14 40 -- 40 4 0 40 62 -- 62 49 .6?_49 90 22 93 60 92 60 116 9 124 77 118 77 1 0 40 160 10 1 0 10
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 S9 160 47 160 126 160 125
A,81,B2 8 40 26 40 40 40 40 6 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 l60 71 160 l 0 160 160
B3,B4 6 4 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 5HEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF13 IS-146
MANUFACTURER+
TYPICAL 5ECTION5 B AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INc
1341 SW S.MACEDO BLVD
y, FORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION£ Pax:(772)673.0588
ON TABLE BELOW NA4W,JU9T5HU'ITERI7.COM
3,3A
h oz �y
�y �y PRODUCT:
cr
SUPERNOVA
w row
t�CTRUDEO ALUMINUM
c+>too :, _ ACCORDION SHUTTER
.•..a.^'"A• .LARGE 4SMALL
y Yr•. F. pPT1tTNpL
IWANCHORS DESIGNED IMPACTED RATED
2 2A } AS PER SECTION B 1/IB
11 4r �+ ON TABLE BELOW tj
x
h¢ IECTION,C—f
z �
Fa Att MOUNTtMm ENGINEERING:
S
ECTION
f _ tI�RDR u ENGCO INC.
01
-l w 5AVI ORANGE 3 14
4 EMBED, DAME, PL. 33314
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k �i }{� yfrpunrrup�,,•
1/4-14X1' GR5 SDS'OR
1/4^20X112' HHNS W/NUT N 3,3A ; ® " •`
SPACED AT 12.0C Q a
v
/ No. 2809 _
q^ rro S
ANCHORS DESIGNED
AS PER SECTION C' ,d r
ON TABLE BELOW
MAX. BLADE SPAN IN INCHES •y lONA{.�r �``'�
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5P) BASED ON SPACING IN INCHES ON CENTER JUL 802015
ANCHORAGE SPACING 162
132 s'1DB_� 84—,' 60 Eng neer Seal
A Al B B3 C 'D A Al B B! C D VkA At B BI C D It<AI�IA'45'B Bl C D A AS B Bl C D Pedro De F;guvredo-PE 52609
c 1A :4 -- 40 4 40 62 1 6 2 4 IW 2 B 0 1 60 '104- 29 110 77 0 45 0 1 5 1 14 10
SEG liQF1ST 12 40 -- q0 40 40 4q 62 2l 62 57 62 57 87 26 93 70 87 70 !I 1 34 119 90 !12 89 156 47 160 126 157 125 MIAMI DADS APPROVAL:
g g.; Fi 8� 40 26 4q 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 124 111 124 lli 160 71 160 156 160 1 rpOpUC7BBVISg1
�_ -_ 6 40 35 40 40 4C 40 2 43 6 fit 62 62 93 52 93 93 93 93 124 67 24 124 124 124 !60 94 160 160 !b 160 �oampiytngwithiMFTo:{da
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 BaildtgCndo
B+►ac+ptw+i>mo .�.oSJ$-�o,3
p�9
MAX. BLADE SPAN IN INCHES 8y
SEE ANCHOR SCHEDULE ON D uctCanhat
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(PSF) _
ANCHORAGE SPACING BASED ON SPACING IN INCHES ON CENTER
62 132 108 1 84 6) DATE:04/07/2015
s El E_ E! E EI £ E1 E El DATE: 41
14 40 31 62 38 87 46 112 60 157 84 5CALf-NA PPMF
SECTIONS 12 40 36 62 44 93 4 21 70 9
8 g O 8 40 40 62 62 93 77 t 24 99 160 138
6 40 40 62 62 93 88 124 113 160 158
4 40 40 62 b2 93 84 124 108 160 151 StiEET DRAWING#:
4 OF 13 15-146
MANUrACTURFPj
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E 4 GH ANCHORS DESIGNED JUST SHUTTER IT In
AS PER SECTION D AND ANCHOR5CHEDULF AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW 5.MACEOO BLVD
w PORT ST LUCIf
(ED) EDGE
�—(EDIEDGE FLORIDA 34983
DISTANCE ST ANCE Tel.:(772)201-9919
6A Fax:(772)673-0588
Www.jUsTSHuTTew1c0M1
1110 LEG
2,2A TRIMMED fu
#IOX3/:4-2i TE6A LEG PRODUCT:
SECTION 0 Al I oc /-TRIMKD
INSrF MOUNT" (ED> EDGE 5UPf-RNOVA
T- DISTANCE EWRLIDED ALUMINUM
IF"2 OR 2A 2
uj HEADER OR SILL
C3 fi ACCORDION SMUTIFFR
c t I . -LARGE 4 SMALL
DISTANCE
CE
JNT IMPACTED RATED
MwAM
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1/4-14X 3/4' TEKS
SPACED AT 12'13C
1:5 ENGINEERING:
hi
Z) -Z sECTioacn ENGCO INC. cnattc
H ADJUSTABLE MOUNT 5595 ORANGE OF,201
ANCHORS DESIGNED AVIS, L. 33314
AS PER SECTION E TeLt(954)585-0304
ON TABLE BEL13W ENGCOQ)AOI-COM
3,3A GRS HHMSSDS W/ORNUT. E F1
X
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SPACED AT 12'OC 0 16.
,
ri EN
NIX Sop
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No.' 2809
S
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WAX. BLADE SPAN IN INCHES
y ul,
SEE ANCHOR SCHEDULE ON
- P
SHEET 11 FOR ANCHORCTYPE AL 8 0 7015
MAXIMUM X I M U M ANCHORAGE PRE55URE (PSP) 13A5CD ON 5 r A C I N G IN INCHES ON CENTER f"mee,Seal
ANC140RAGE SPACING 162 1 1 08 84 1 1 16211321308 841 60 Pedro De fwcoedo-fT 52609
A B C ID 1 A FS A c D 5 E E E E
16 22 7 --1— 1 27 133 4 60 72 36 4 16 28 34 41 53 74 MIAMI VADE APPROVAL.
IS-CTION D 12 30 36 -- 101 1 17 fAA45 54 26 32 58 69 34 41 81 7 48 57 12 37 45 55 71 99
E D- 8 40 40 4sd = !62 RE N 1 40 148 86 iE)3 1��i 161 121 145 71 86 8 40 62 93 106 149 PRODIICT RUVIS110
0 0
4 40 35 4 2 43 52 115 40 6 93 124 T60 as complying vvfth tlw Florida
3c §Z 80
6 40 40 Q 9-2 6 90
40140 140 E IbUdlasCrxia-
14 1 .140 1 62 16 115 179 193 �l An 40 62 93 124 160
Ac towmNe 155- .03
4 8 36 34 1 Sm (on Date 0
9 34 39 24 23 43 151 131 30 60 171 144 42 9 27 23 41
�F 1 3
SECTION E TF 391 4 26- 43 JT33 68 80 49 47 B 30 59-2-a-j
6 iya— S9 3b 35 b5 76 47 44
91 106 65 62 40
4 35 -4-2 761 52 97 1114170 67 136 160 98 93 4 40 821115
34 4 1
111 97 4 j 55
JL
1 fi
60_I 45 83
I(
.0 6 93
1,50 1 r
'o
62 9.3
—Como
2 -- -- 22
?3 29 134 122 RO 1 4 iZ4@ 39 �11 12 -- 27
3,1 27 , PI I 'I I .+
9 20 24 25 29 315 Af, IP P7 I DATE:04107120 15
SECTION GH 9 -2-3- -- -- - 9 24 jG[�37 47 66
28 33 119 1 5 123-1 44 4*2 27 4 1 74 1 SCALE:NA
301 36 123 121 *-37 44 28 125 1 46 1 53 134 ;31 1 4 55 5 DESIGN 13Y-.PPMF
-1 34-f—3- 37 47 57 71
' 91
4 .40 1 40 1 .-56_ 62_42 130 1-6U I GO 151 1_47 4 38 741103
5HICET DRAWING#:
5 OF 13 15-146
_
20 -
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK SECTIONS L
13,41 SW 5.MAGEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
W WW.JUST5HUl7ER[T.COM
NOTE:SHUTTER CAN BE LOCKED FROM F
IN51DE OR OUT5IDE BY PLACING LOCK
cu
IN51DE OR OUT5IDE AS REQUIRED. o, ti LOCKBLADE SECTION
y w CL05E 1`05ITION PRODUCT:
¢ `I
¢a.S N
�IL,,r �- SUPERNOVA
H W EXTRUDED ALUMINUM
ACCORDION 5MTTER
L , LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
r ENG CO INC. CA611C
t t 5595 ORANGE OF,201
IB 1B DAVIE, FL. 33314
Tel.:(954)585-0304
.. BA .... .. -._ ENGCO®AOL:COM ...
65 rrprrOronp4.
8 rrDE Ff,
COMMERCIAL MORTISE LOCK W/ QVJJ
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE.
INSTALLED ON SHAPE B A, B, C ORD * *t
SPACED AT 24'0C - STA OF a
ALTERNA eEi E TION L ILOCK
MTH
5ECTION L STARTER BLADE SECTION IA
LOCK BLADE SECTION Lf"EH1— '•ir NAL rrrp
OPEN POSITION I •n—m"00
s o 2015
2 '4 L..��. Engineer Seal
Pedro De r.q=redo-PE 52609
MIAMI DADE APPROVAU
FR01D=MISPD
nsw( lla
Ihi00ridu --- - --
_ - - - - ---
BuitQ)ip Cude
Accc a No o;
exq Ionl?itaeRLIaLLZO19
B - `-- BA�
D
B D uCl N[a
lBJ
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
)g EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN SHEET DRAWING at:
INSTALLED ON SHAPE 8 8 OF 13 15-146
MANUPACTUM
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK-5-ECT[ON5 M
LOCKING PINS APPLICABLE 13415W 5.MACEDOBLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
[14
7A WNW.JUST5HUTTERR.COM
NOTE:5HUTTER CAN BE LOCKED FROM _
INSIDE OR OUTSIDE BY PLACING LOCK M SECTION M PRODUCT:
IN51DE OR OUTSIDE A5 REQUIRED. o
t- LOGKBUDE-SEL'iION
aw CLOSEP051TION 7A 5UPERNOVA
°d to EXTRUDED ALUMINUM
w w ACCORDION 511UITER
ti w LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. uellc
7 OR 7A 5595 ORANGE DR.201
DAVIC. FL. 33314
- - ! Tel.:(954)585.0304
_ _ ... _. ._ .. .... .. ENGCO@AOL.COM
1B 1/4-20%3/4'THUNB SCREW
LOCATED
ON ACCDRDION
INTERIOR OR EXTERIOR SIDE �1...�....,..•�,,
DRILL AND TAP.OPPOSITE 1/4X1 1/2 PULL PIN .���` pE
(,1 30 BLADE TO RECEIVE SCREW INSIDE 0R OUTSIDE .jo
W�ICE �''It
(19)
'USA BUTTON LOCK C Q��tt77'
' LOCATED ON ACCORDION, (( NO.52609 O
INTERIOR OR EXTERIOR SIDE
ALTERNATE 5ECTION M I •o
STA F
•I. SECTION M/ STARTER BLADE SECTION
LOCK BLADE SECTION - '
OPEN POSITION
.�sS ONAL E�.+
ANCHORS C OR
ORP
AD JUL $0 2015
7 OR 7A SPACED AT 24'OC
Engineer Sal
Pedro Dc Piguaredo-PE 52609
7 OR 7A-11-1 !N7
O�llIOIT� MIAMI DADE APPROVAL•
a PRODUCCRI VISHD
w uaTlylaB wIdi the Florida
-- - - - _ miaaCude
7 OR 7AA� oce No 9PUSH BUTTON LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
1 l
!B I�� 1B
SHEET DRAWING M:
j:90F 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT 1NG
STD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tet.:(772)201-9919
Fax:(772)G73-0588
www.JU5TSNUTTERIT.COM
NOTE:SWIFTER CAN BE LOCKED FROM
IN51DE OR OUTSIDE BY RACING LOCK SECTION N
IN51DE OR OUTSIDE A5 REQUIRED. a LOCK BLADE SECTION
y i'sw CLO5!POSITION PRODUCT:
J¢N SUPERNOVA
PXTRUDEO ALUMINUM
rn y ACCORDION 511UTTER
LARGE 4 SMALL
IMPACTED RATED
ANA
_ ENGINEERING.
ENGCO INC. CA-,I-
1 5595 ORANGE DR 201
IB 1B DAVIE. FL. 33314
22A Tel.:(954)585-0304
... . .. . .. _ ... _. ... ENGCO@AOL.COM'
22.
rr\ ��C H8R � s
3*jNo 2609%e
ANCHORS TYPE
A, B, C OR ='0
SPACED AT 24.13C 3+�p A tV\•
ALTERNATE SECTION N I
SECTION N LOCK BLADE WTh
LOCK 15 ADE SECTION 5TARTER BLADE SECTION 1 A 4yNAL ,.,.+\\
OPEN F05MON EHBOW4
JUL S 0 2015
3 2. 15 Engineer Seal
- - _ y®y Pedro De Pgueu•edo-PE 52609
rim
ig MIAMI DADS APPROVAL:
a FRODUCf116VI8HD
ew��
N coft -
8� 1011 Doo o�'jq�•
- Ai D uc Contra 7
22A 22
1
IB—/ 22H
22A—/ DATE:04/07/2015
� SCALE,NA
22
DF51GN BY:PPMP
1 1
lB 1B
511EET DRAWING b:
10 OF 13 15-14G
MANUFACTURER:
+ TYPICAL BLADE A55EMDLY_
BILL OF MATERIALS JUST SHUTTER IT mc
l3 1341 SW 5.MACEDO BLVD
ITEM D25CRIPTION MATERIAL MANUF RER PORT 5T.LUCIE
12 13A B e 3• ALU M N.A. A. FLORIDA 34983
16 0.19 IA STARTER BLADE 6063-T6 ALUMINUM NA.5.A. Tel.:(772)201-9919
apply 15 COMP051TE BLADE 6063-T6/LEM N.A.5.A. Fax:(772)673-0588
I C FLOATING STACK BLADE 6063 TG ALUMINUM N,A.S.A A/�/WW,JUSTSHUTTERIT.COM
20 14 0 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A.
16 0 3 1•/1/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A.
14 1J 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
IB 4 'A!TRACK 6O63-TG ALUMINUM NA.5.A
5 RrCES5fD T K 60 -T6 ALUMINUM N.A.5.A. PRODUCT:
6 ADJUSTABLE'FEMALE TRACK 6063 T6 ALUMINUM N.A.5.A.
GA ADJUSTABLE MALE TCK 6063T-ALUMINUM N .5A SUPERNOVA
t1EADEF, 'I I' 7 UNIMATE LOCK BLADE W/O IF 6063-T6 ALUMINUM N.A.S.A. EXTRUDED ALUMINUM
0.14 7A UNIMATE LOCK E4ADE W LP 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER
8 HD FEMALE LOCK BLADE GOG3TG ALUMINUM N.A.B.A. LARGE 4 SMALL
8A HD MALE LOCK BLADE 606346 ALUMINUM N.A 5 A. IMPACTED RATED
13-#1 OX3'HH 8B HD ADAPTOR FILLER 6063-TG ALUMINUM N.A.5.A.
BLADE SCREW 9 1'JAMB CLOSURE G063-TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 0 JAMB CL05URE 6063-T6 ALUMINUM N.A5.A.
1 O 14.2X ANGLE 606346 ALUMINUM N.AS.A.
I I 1!&2X ANGLE 6OG3-T6 ALUMINUM N.A.5.A. ENGINEERING:
0.19 12 WIIEELCARRIER PLATED STEE ON N.A.5.A. ENGCO INC. CABI16
51LL 13 #1 OXT HH BLADE SCREW 410 STAINLESS STEEL N.AS.A
0 oR 13A #I QXZ'HH BLADE SCREW A I O 9TAINI PS5 STEEL N.A.5.A. 5595 ORANGE DR 201
0 14 0.44•DIAM.FIAT WA5HFR STAINLESS STEEL N.A.5.A. DAVIE, ) 5-03333 4
cd 15 0.46'0 x 0.93'BUSHING NYLON N.A.5.A. Tel.:(954) OL.CCM 4
16 0.4G•0 x 0.65'WHEEL BU5HING NYLON N.A.S.A. ENGCOQAOL.COM
14 1 _. 19 FU5H•BUTTOM LOCK
1B 14 20 12',318'WYIEeL SPACER NYLON N.A.5.A.. ,dtpE,
21 1/16'-IX2 IX2.5 1X4 1.5X3 ANGLES 6063-TS ALUMINUM N.A.5.A. 0�t.�� R
15 IPII@YL 0.14 22 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. �0 ^"•�HIEN
13 l3A ` 22A.% 5TD MALE LOCK BLADE 6063.76 ALUMINUM
131N.AS.A. a +'�\.
MADE AX SCREW HH 22B: 5TD LOCK KEEPER 6063 TG ALUMINUM N.A.S.A. ,4 No:52609
. .' SS CRE .
410 STNNLE55 STEEL
0.500 4 •..
0 4 D � STATE OF f/4V.•
0.40 0.390 _ �trs� Y�;
'A Oft! +P
0.20
0.390 ti a 44 0.03 �. /ONALj1f,''
•�� � w � p � � ��4„1,1,1/,AA
ci d JUL 8 0 2015
0.31b T o
,D o v nI 14-0.03•X 0.44'0 _ Engmeer Sol
d�® ^I g c 5TAINLE55 STEEL - j�, -- --,, Pedro Dc Flguelredo-PE 52609
d PIAT WASHER ANCh�i)9f5-4E W 1
0.50 I G-.40 0 X.65• 15-.46.0 X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL.
---20-_1!z•mx 0.36• NYLON WHEEL BUSHING NYLON BUSHING_ WlSNU I/4'ITW TAPCON INTO 3000 PSI CONCRETE 1.753IOli rRornlCfR13V136o
NYLON W1Tee1. ------ ---- ----- - - - 14'-ELCO ULTRACON INTO 2700 P51 CONCRETE BmolmldylasvdlhtheFlarMs
-- _ 2.5
-1.75
SPACER &Lfa 1/4-I TAP ON T CONCRETEBLO 1 2 - '.- -- �°
14°ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 _ Aeroplmw No o .pr
F><pi ion Dale
B I -20X1 ALL POINTS SOLID-5ET INTO 3. K51 CONCRETE 0.875 3.
I - I -2 XI ALL POINTS 50LID ET INTO CONCRETE B O. so
C I LAG 5 NTQG= 1.5 I. Md Dad KtConWl
12-WHEEL CARRIER p I/4'-14 SELF DRILLING SCREWS INTO I/8'STEEL OR ALUMINUM 0.75
STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 3.0
O NYLON WHEELS El 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:0410712015
rs SCALE:NA
NOI[9: 90,U LDISTANCEWALLBEMONDWALLDRE59ING DESIGN BY:PPMF
ELIBMWEDWItr SKALL BE MOND WAIL DMMUG
as IW TAFCON.114'CRETE-FLEX.114 WOOD 9CREW3 CAN BE USED IN REPLACE OF IN'lAG 5LREW9
- d
1511EET3 DR5WI 6M:
MANUFACTURER:
5HUTTER COMPONENT5
4.56 -3.92 JUST SHUTTER IT INC
4,54 4.08 3.23 0.46
4 00 0 1341'5W 9.MACEDO BLVD
N 1.24 1.99 0.61 2.BS PORT 9T.LUCIE
o m d �J g a FLORIDA 34963
N o d 3 I a 97 0 0 o Tel.:(772)201-9919
d Pax:(772)673-0588
3.21 ?yl d o WWWjU5T5HUTfEPoT,C.OM
Oh 1.23 1,48
p• J_ 1 B-COMPOSITE t7i72O4
-�� w ALUMINUM/LDIAN BLADE
1-0.05°ACCORDION BLADE J- 7A-UNWATE W)LP
\ d� 1.4S T c1 LEXAN POLYCARBONATE APPROVED
AS PER ROA 13-0717.01 7-UNIMAIE WA7 lP LOCKINGOIADES 0.41 PRODUCT:
SER BLADE XL102W LOCKING BLADES 2.31 SUPERNOVA
1.83 0.5l EXTRUDED ALUMINUM
4.61 h 1�77 51 .an nni m 006 m
1 ACCORDION 911UTTLR
4.08 h o'L `fes 1• o d LARGE 4 SMALL
m5 4 IMPACTED RATED
0.06
tq o Tr� m J T .., 8B-ADAPTOR FILLER
OD O
h I C-0.05'PIRATING STALK BLADE 7 0'61 1 ni N ^' nl i 1 99 .: g nI USE WITH B AND OA ENGINEERING:
0.07
L d 3.00 ENGCO INC. �Aalls
2-INSET TRACK W/RG OPTIONAL d
HEADER/SILL MOUNT -0,64- 5595 ORANGE DR.201
DAVIE, PL. 33314
0.13 0.OB LO MALE ND 0.OB 0.60 Tel.:(954)585-0304
2.I-INSEE TRACK NT RG LOCKING BLADE ENGCO AOL.COM
////��������ALTERNATE CALK HEADER/91LL MOUNT �- B-FEMALE RD �-' '• � �
ENO RECEPTOR LOCKING BLADE
TTRAMA3. 3.0 ' 3.83 3-RECESSED TRACK �trrp nrE•F�n-S
r..
_I
0,10 AU 30.I �^ 'RO'. n SILL MOUNT ONLY
~ + O - 1560 2.01 .fid•t,y"�V` EBBF�� L
d d 0.77 •r 4"
a 10 N �•os __ No. 2609 =
2.83 d 0.86 * E*7
2.41 0.79 1 d STA 4v
o- 0 0.61 : 1
+ d o.07 L a 06 2.2e 0 R 1
~d L. >n ^ 9 3 R 915-ND JAMB CLOSURE 0
d O1 3A.2" /SILL MOUNT K �T[ONAL d d 0 6 I d I o �•�'ONA`•T rtrt
D.86 J_
1.0
0OR -JL 3A.1.2-BO TRACK Wb 228-LACK KEEPER INSERT ---2-70__ _y JUL 8 0 20�
OR
.58 0,61 1 RAIN GUARD(RG) 22-FEMALE STD 22A-MALE 5TD 9-_IadAMB'CLOSURt-' ;S
0.07 L + - En meer Seal
LOCKING ISIADC LOCKING BLADE I 9
3•I //, EUILT,aOUT;TRACK OPTIONAL d Pedro Da PuJuaredo-PE 52609
HEADER�SILL4MOUIJTre
3.70
0.125 0.25 MIAMI DADE APPROVAL.
3.1-1°a BO TRACK WiD Z.43 2 07 9A-2'JAMB CLOSURE pROErift4�ROVL4F.D
_RAIN GUARD(RGI 0.09 'I I` _
_ _ _ _ ___ _ ___1.91 _ PROrAI Rwith tVISgFlo_Fldo __.
0.86 - - _ __ _______ ___ _ �� ____ __ _____ 6uildiI C N
de
0.61
AeupWlee No )3.03
L BIWI Tun Daps 19
�' Z'� x e
1f7: �y - ! -21-1/16'THICK ANGLES' Y
0.61 0: ^ d d d o o " 6063-T5 ALUMINUM ALLOY lNleml •Cenhn
@ o y N o 1 SIDE CL05URC USE ONLY
o N N
o 2 09 61 0.75 DATE:04/07/2015
d 0.07 0.07 11«-3.36 '^ SCALE:NA
d --2.23 nl DESIGN BYI PPMP
0.95 E 1.13--}-l.29 6-ADJUSTABLE FEMALE NEARER/SILL OUNTT GA-ADJUSTABLE S �---2.0-A 2.
3,37- HEADER/SILL MOUNT .1_
�q-'•"a"•TRACK -- ---�-�..=r--. SHEEf FPANG N:
5111MOUNT-ONL I!-U8'THICK;ANGLES_ 10•I/4'TNICKANGLE9 +L' OR 1.5'� 12 OF 134G
5 , U /6063S6.ALumNUM,ALLOY1 6063-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INO
TRACK 2 OR 2A INSET MOUNT -
SECURED TO AN AWMINUM PLATE 1341 5W 5,MACEDO BLVD
BETWEEN WOOD TRU55E5 PORT 5T.LUCIE
PLORIDA 34983
Tel.:(772)201-9919
Pax:(772)673-0588
W1WW.JUST5HUTTERIT,COM
0.63
1.25�L.25 }+1.25 0.62 -5.00��
II
N
(4 PER RAFTER) PRODUCT-
T
1/4'x 2 1/4 FH TAPCONS 1 d 5UPERNOVA
WITH 2' MINIMUM 1/4°X5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD ACCORDION
ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
1/4'%5' OR 1/8-X5' 6063-T6 6T ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO I o
i _ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE a ENGCO INC. ..Lir
SEE TABLE BELOW FOR SHUTTER Wl
SPAN 6 PRESSURE 1/4'X2715"6063-76 ALUMINUM ANGLE 5595 ORANGE 3 14
T DAVIE, ) 5-03 4
w I 1/4'-14% 2- SELF DRILLING SCREWS _ - -. Tel.:(954) OL.CO04
wz SEE SHEET 5 MOUNT TYPED fNGCO�AOL.COM
aNANCHOR TYPE•D FOR ANCHOR SPACING '''���i�.��ii•M�y
0-cam v� ERS, �.p
s.o0 4 N0. 2609 N O
li
---- ----� �� It
3 STA A,r
oT1/87(5'6063-T6ALUMINUMPLATE F<oit ��
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DE51GNED PRE55URE5 pNp�
FOR SECTION X WITH 114'ALUMINUM PLATE PORSECTION X WITH IB'ALUMINUM PLATE
�n�on�pp"
BLADE MAXIMUM DE51GNED BLADE MAXIMUM DESIGNED 5.00--1
SPAN PRESSURE PS SPAN PRT55URE PSP a I I JUL Z���
IN BLADE,I_ BLADE I B IN BLADE 1 BLADE 113 Erg.eev 5ea1
60 t 159 t 159 60 t99 t99 i Pedro De F.guaredo-PC 52609
72 t 132 �•132 72 t82 _ ±82ALTERNATf TO PLATE o
84 t 1 13 i-1 13 84 t71 t7 I I/8°X27(5°6063-T6 ALUMINUM ANGLE 1 MIAMI DADE APPROVAL:
90 ±106 ±106 90 t66 ±66
108 ± 88 + 88 108 ±55 ±55 PRODoorRBVtshO
126 ± 68 ± 68 __ 126. - ±47 ±47 _ - - _ - Bm]di7�e I -
132 t 62 ± 61 132 t45 ±45 AenpurceNol - lS.o;
144 1 +48,-52 +45,-4 144 t4I t41 °A�19
162 +30,-40 +28,-33 162 t30 1+28.-30 8
- 9 Dnduy uc Contro
NOTE: I- UNCAP INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING#:
13 OF 13 1 15-146