HomeMy WebLinkAboutProduct Approval E_- r
APR 2 7 201
.MIAMI- P E R FOI TTI N G MIAMI-DADE COUNTY
QWJAM St. Lucie County, FL PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Stree%Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidAde.gov/econoniy
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 MiaW-)ade:..County,R_ FR.Product.C,ontroi
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 reseryes.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 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 subiu.Ltted docu._mentgtog was.reviewed-by I el"y A.Makar,P.E.,M.S.
rtt,4htt nwe coutvnr NOA No.15-0513.03
� �• Expiration Date:08/14/2019
Approval Date:08/27/2015
0 8/Z 7/201 S Page 1
Just Shutter It,Inc.
NOTICE,OF ACCEPTANCE:- EVIDENCE.SUBMITTED.
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0708.05
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 ofproduct 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 NA.S.A.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13-of 13,prepared by Engco, Inc., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Makar,P.E.,M.S.
PXoc��,�t Cwzt�ozp��supe�q�sor
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 Associations 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.SSA.'s generic drativing(No.
15-113) and complies with FBC, 2014 Edition.
H y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.1.570513.03
Expiration Date: 08/14/2019
Approval Date: 08/27/2015
E-2
MANUFACTURER:
5UPERNOVA
JUST SHUTTER INc
1341 SW 5.MACEDO BLL VD
EXTRUDED ALUMINUM ACCORDION 5HUTTER PORT ST.Lucre
FLORIDA 34983
LARGE MISSILE IMPACT RE515TANT TeL:772)G01-9 55
Fax:1772)673-0588
WWW,J U5T5HUTTE RJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE 5HUTTER;DESIGNED,CONSTRUCTED AND
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. C .,,
'JUST SHUTTER IT INC-PORT ST.LUCIE-FLORIDA 5595 ORANGE DR.201
TABLE OF CONTENTS: D4v1E, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)555-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED" --- - - SHEET DESCRIPTION' :EN000QAOL,COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY P. rrrr�•••••.....
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS r�•r't�� ..DE FIG
&%.
MUST NOT EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT.TO BE 2 TYPICAL 16.
ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLASS d���Q� •'���� OF/•
USED. :4 •'�` sF ` �:
SEPARATION TABLE 2
No.5 609 ;p e
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 OR A5 NOTED. 3 TYPICAL SECTIONS A.B I,62,53,134 WITH ANCHORAGE TABLES *T" i
6-FASTENERS:ASSEMBLY SCREWS AND ANCHOR5 SHALL BE AS SPECIFIED IN THE CURRENTSET OFIt
q' TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES -O STAT ` F
DRAWINGS.INSTALLATION AND LOADS AS PEKTHI5 APPROVAL. - :�p'�s
5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES F
7 USE:
VERIFY THE FOLLOWING:RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES ••,�s �ONAI���a�'''',
7.1-THE 5TABIUTY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER JUL. S Q 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH A5 BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS°J'
REQUIREMENTS,DESIGNED PRESSURES ETC. - Engineer Seal
7.3-THAT THI5 APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS'L° Pedro De Figueiredo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN:USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADS APPROVAL:
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'N' PRODIICIREVISED
FOR WIND LOAD HAVE BEEN USED. ecco.Vlyingwithtl,.Flodda
BoJld'utg Codc
11 BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Aoccptpnco No _o$ 3,03
[ixpi on Uate o /9
USER IN5TRUGTION5: 12 COMPONENTS D,
M' p duct Conlro
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION°X°DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A DATE:04/07/2015
SCALE:NA
3-VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4.G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING#: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DF51ON I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER-.
JUST SHUTTER IT INC
TABLE I TA5LE I A INTERIOR EXTERIOR 1341 5W 5.MACEDC,DLVD
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #I t#I B BLADES PORT ST.LUCIE
SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRESSURE too* FLORIDA 34 953
BLADE SPAN PRESSRE(f5f) BLADE SPAN PRESSURE{PSE} LL Tel':(772)201-9919
m(P5F) AALUMINUM BLADES rax:(772)673-0558
INCHES 753 1 NEG -1 INCHES P05 --KEG— I WWW.ju5T5mLn7E?jT.com
-9-0— 1 Go I60 GO 160 FG_0
GG 158 158 GG 158 155 INTERIOR I EXTERIOR
72 144 144 72 = 144 144
78 133 133 78. 133 133 PRODUCT:
84 124 124 84 124 124 INTERIOR EXTERIOR
11690 116 90 IIG 116 SUPERNOVA
96 108 LOS— 9G 108 108 COMBINATION EXTRUDED ALUMINUM
104 100 100 104 100 100 1 oQ* ALUMINUM/LEXAN DL�DE5 ACCORDION SHUTTER
SLAM CAN 13t A
573 93 COMMIKATIONS AS MqUIRED
108 93 93 108 Irmcro IN N" LARGE 4 SMALL
1 1-4 83 —63-- 111 iB2 IMPACTED RATED
120 75 75 r %
126 120 75 75 INTERIOR f EXTMMOR
132 6 G8 126 Gb 68
G2 62 132, 61 61 ENGINEERING.
TS 8 57 57 73-8— 53 53
144 45 52 144, 5 47 WTERIO?I EXTERIOR FNGCO INC. cAelrG
150 41 45 150 38 42 SH 1S 1B 5595 ORANGE OP,201
I62 30 _70— I62 25 1 33 DAVIE, FL. 33314
Tel.;(554)555-0304
NOTES: ALL"LLYAN BLADES ENGCO@AOL.COM
I-ACCORDIO!{SHUTTER DUDE SPAN(INCHtZ)FOP.ALLOONDMON5
2.PRESS=-DESIGN VAND LOAD(r5r) I B
........
S'-UNCAP.DaMOLAInON 15 ACCtFTAME TOR DE51GH YANG LOADS,AND BLAME SPAN SEIVICrij
..
A
4-1�]D%rlft 01 VA%I AVMEN ONE OR MORE TYPE 113 Sr INTERIOR DaFJOR
0 ADE IS u5ED
S�5LADr FfVtft5t(>IN5TALLACTON 1, 1`0
AUDWW r0K ALL MOLMD CONDMONS L $ ..........
TABLE 2 No. 2609 5
MINIMUM SHUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CK055 SECTION
FAID,1.D,E.07H STAT
TOP TRACK GLAZING SEPARATION (INCHES) 0 OR ID
BLADE TYPE BLADE SPAN /ONAL
<-GO' I <-104' <=162°
..............
u ALUMINUM 2. 231.4' 3.125, JUL 3 0 2015
ALL ELEVATION5 rnrlmaer Seal
1- < redro Do ru3vamdo-PIE 52609
C3 CL LEXAN 3. 3' Y
0 <=30'MATION
w L, M, N MIAMI DAM APPROVAL:
2 1/8' 3" 3'
< _j LtXAM MODUCTREVISEI)
w 1$complying With the Florid.
>39 ELEVATION BuildipS Code
Ataccptortce 5—c'51 T.V:r
uj L
hNOTES: QA Iq
I-SEPARATION FROM GLAZING ARrA5 SMALL 13E MEASURED FROM
GLA79IG SURFACE TO THE INNER MOST SLAW MLOCK SURFACE. sy
GLASS SEFAPATION 15 ArrUCADLE PEKThC IIV"Z(BROWARD AND A&- md
Oct Control
MIAW.DADI!COLINVE_5).
WMA 511VITIR 15 ASSEMBLED VATH 5M TYPCS OF VLADES THIC
LAF'rr
'tST GLASS SEPARATION SHALL APPLY.
&B,E11,82,t,84 BOTTOM TRACK DATE:04/07/2015
C D,E F G.1 GH SCALE:NA
Lm� DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING#:
2 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS A,51,B2,B3,134
AND ANCHOR5CHEDLILE — —} 1/1B JUST SHUTTER IT ING
1/4-14X1' G95 SDS ORa z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT a a AT 12' ❑C 1341'SW 5.MACEDO BLVD
BUILT-OIIT ON ANGLE SPACED AT 12'OC aJc'^ PORT 5T.LUCIE
HEADER OR SILL 16 FLORIDA 34983
OPTIONAL
SECTION B4 Tel.:(772)201-9919
2,2A—\ 11 r �0D `_ 6 ADJUSTABLE TRACK Fax:(772)G73-0588
U _ ON REVERSE ANGLE VvNN✓.JlJ5T5NUTTERIT.COM
EMBED. w SILL ONLY
m= ANCHORS DESIGNED
cDMn �i W 6A ''• o,w, AS PER SECTION 34 PRODUCT:
e+Ta' ANCHORS DESIGNED N 10 = q ON TABLE BELOW
'71I� AS PER SECTION A ,� 9UPERNOVA
Z �Q ON TABLE BELOW - FXfRUDED ALUMINUM
1/I B - ACCORDION 5HUTTER
w I 1/4-14X1''GR5'SDS OR LARGE BSMALL
;�ppr��t•^F 1/4-20X3/4' PHMS W/NUT = IMPACTED RATED
� w SPACED AT 5.00 EMBED.--I
SECTION BIS'
vM I/1 BEESLE ENGINEERING:
REVSILL ONLY �. ENGCO INC. CA 916
1/I B 5595 ORANGE DR.201
ANCHORS DESIGNED vai DAVIE,FL. 33314
�+ AS PER SECTION B1 w #10X3/4' TEKS Ap USTAOBN-EBON Tel.:(954)585-0304
4 - --... ..--' l 1--j}. w F, ON-TABLE-BELOW AT"12' OC -. STD.ANGLE - ENGCOQAOL.COM - --
ti
1/4-14X1'.GRS SDS OR c�no I 6 ANCHORS DESIGNED d,�'�0�,. ••••••••,rylC,%
s• I w �., AS PER SECTION B3 ��. Q
1/4-20X1/2' HHMS W/NUT EMBED.—^J �- L- wF '�,. F
SPACED AT 12'OC - = ON TABLE.BELOW �,Q ,+NO• 2809
:
6A 7 �, I �5STA F !�.
B 10 ;yEMBED—'ll r• `�
a ''� ICOR �P•r �1D'
Lo ANCHORS DESIGNED
AS PER SECTION B2 1/4-14X1' GR5 SDS OR
2 16 wy ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
W OPTIONAL S„ SPACED AT 5.00Fin,JUL s O ZO�S
MOD
MAX. BLADE SPAN IN INCHES Pedro De Rguer edo�PE 52609
l
q11 EMBED.--I SEE R SCHEDULE ON
IL It FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 1 FOR BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
F�
5ECTION B2 ANCHORAGE SPACING 162 1 132 1 108 1 8 1 60 PRODUCT REVISED
1/4-14X1' GR5 SDS OR A'TRACKON s E E1 E EI E EI E EL E E1 gscmVl>dngwith the F]Mda
1/4-20X1/2' HHMS W/NUT Wlding()ade
STD ANGLE 14 40 31 62 38 93 46 124 60. 160 84
SPACED AT 12'OC Ac«phnceNa15-05;-/3.03
SILL ONLY SECTIONS 12 40 3 62 44 93 54 160 70 160 98 ion Dmo
A.B1,B2 8 40 40 62 62 93 18111241105 160 146
MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 [ly
4 401 Ani 62 62 93 93 1124 1124 160 160 21mm Dnd uc Control
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UR.E (P5 F) 15A5ED ON 5 P A C I N G IN INCHES ON CENTER
DATE 04/07!2015
ANCHORAGE SPACING 162 132 108 84 1 60 SCALE:NA
A Al JB1 IC ID A Al III JBI IC ID A At B B1 C D A Al B BI C D A Al B Bl C D DESIGN BY:PPMF
14 40 L40
90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 1SECTIONS 12 40 -- 40 40 4062 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1,B2 8 40 26 40 40 40 62 - 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
83,84 6 40 35 40 40 40 62 43 62 62 62 62 93 52 93 93. 93 93124 67 124 124 l24 124 160 94 160 160 160 160 5HEET DRAWING 8:
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 Of 15-146
MANUFACTURER:
TYPICAL 5ECTION5 5 AND c JUST SHUTTER IT INC
AND ANCHOR 5CHEDULE
1341 5W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel,:(772)'201-9919
AS PER SECTION C - Fax:(772)G73-0588
ON TABLE BELOW W1AWjLI5T5HUTTERIT.00M
Pu
3,3A W
w �i y;l�( PRODUG7:
a G7 7
w wa 1/1B �Q SUPERNOVA
= Yit EMRUDED ALUMINUM
a' 1 app I - ACCORDION SHUTTER
w r
r-
rrm � 16 � � � .LARGE 4 SMALL
�- ^iri<:�..
1 _ F OPT lOtJal. IMPACTED RATED
v=i l_j ANCHORS DESIGNED = •T _
q AS PER SECTION B z 1/1B
2,2A 11 ;^ '•'a ON TABLE BELOW = a SECTION C
WAL.L.MOUNTWITH ENGINEERING:
HEADER 'T ENGCO INC. cm.,..
5ECTION 5 = w I/1B 5595 ORANGE DR.201
BUILT-OUT ON 's, h DAVIE. FL. 33314
REVERSE ANGLE �' 'rt EMBED, Tel.:(954)585-0304
HEADER OR SILL _.. .. -' _-. ._. _ -.._._ t .• .. r. _.-. .._.. .--. .. _.. - -- ENGCOQAOLCOM ..
% rrrrr E P�
F%
1/4-14X1' GRS SDSOR �'
_ 1/4-20X1/2' HHMS W/NUT N 3,3A �Q ,��•� ,+v�CEHSF'"••�
SPACED AT 12'OC
1 N0. 2609 '%
rINIPER
HORS DESIGNED SECTION C
rte:ON TABLE BELOW ''A`y ST r
' to �O,p':,R pr,• �/.
MAX. BLADE SPAN 1N INCHES
SEE ANCHOR SCHEDULE ON JUL $0 2015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PR.E55URE (P5 F) BA5ED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 62 132 108 84 6D Engmeedo-
A �LB Bl C D A AI H Bl C D A At B B1. C D A Al B B1 C D A At B Hl C D Pedro De PiguarWo-PE 52609
14 40 -- 40 40 40 40 62 ]6 62 49 62 49 81 22 86 0 1 60 104 29 110 77 104 77 145 40 l 5 1 8 146 107
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 47 160 126 157 125 MIAMI DADS APPROVAL:
B&C B 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87. 93 B6 124 51 124 111 124 111 160 71 160 156 160 155 FAODUCI•ABv1HGD
6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93. 93 93 124 67 124 124 124 124 160 94 l60 160 160 160 a+minply ng with the lTotida
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 A�I.ftNe 0513.o3
BXpi tion Do 08 A,
MAX, BLADE SPAN IN INCHES
MieniD uci Control
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSE)
SHEET 11 FOR ANCHOR TYPE
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132108 84 60 DATE:04/07/2015
s E E1 E E1 E E1 E E1AE SCALE:NA
14 40 31 62 38 87 46 112 66 DESIGN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 B&C 8 40 40 62 62 9377124 99
6 40 40 62 I 62 1 93 88 12'416ul 158
4 40 40 62 62 93 24 84 1 108 160 151 SHEET DRAWING N:
4 O 13 15-146
MANUFACTURER:
ANCHORS DESIGNED TYPICAL SECTIONS D,E GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR SCHEDULEAS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W 5.MACEDO BLVD
(ED) EDGE wm FORT 5T.LUCIE
DISTANCE w (ED) EDGE FLORIDA 34983
DISTANCE Tet.:(772)201-9919
Eo. Eo. Fax:(772)G73-0588
�-°••'•• +,x::_ 6A 1NVvW.JU5T5HUTTER1T,COM
R/LEG
m 2,2A TRIMMED
N
010X3/4' TEKS
X 6A
X AT 12' ac V/LEG PRODUCT:
5ECTION-D TRiMMEn
_ -ter-..— ....-•-... ' INSET MOUNT W/
11TPACK 2 OR 2A (ED) EDGE 2 SUPERNOVA
N w Z HEADER OR SIU, DI STANCE EXTRUDED ALUMINUM
a a _ ci ACCORDION SFitTiTER
SECTION E ._�__ LARGE C SMALL
LL :':m { IMPACTED RATED
—� ANGLE INSET MOUNT s
HEADER OR SILL u w
w 114-14X 3/4' TEKS
"i0"•'"':=: `i4"';'-'� z7 SPACED AT 12'13C
w ENGINEERING:
1 z Qa SECTIONGti ENGCO INC. CA9IIG
ANCHORS DESIGNED y 595 ORANGE DR 201
AS PER SECTION E IL AVIE, FL. 3331
"' -- CI 954 585-0304
..... -_.....- ~. .._N-.. .__-3,3A - ON TABLE BELOW- .. _.. _. -... . .. --.. DTENGCO AOLCOM 4 --
T LE M UN7
HEADER!SILL
N - _
L N 1/4-11' GR5 SDS OR E
m+++•++�.+„
w 1/4-20X1/2' HHMS U/NUT.
rt 4XSPACED AT 12'OC +��+,•1
+
w rx'n +�+4v "%\..FRSE ry
r T + C7-
No.� 2609 i
1/18'•
OF
++'+
Z
MAX, BLADE SPAN IN INCHES 's� NAt
SEE ANCHOR SCHEDULE ON AL 8 Q Z�I�
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRE55UAE (PSF) BASED ON 5PACt6NG IN I N C H E 5 ON CENTER t�ngmeer Seal
162 132 108 84 60 162 132 108 84 60 Pedro De F:yuemedo-PE 52609
A B C D A B C D A B C D A B C D !160
B C D s E •
ib 22 27 -- - 27 33 -- 20 34 40 20 24 43 52 25 310 72 36 43 16 28 34 41 53 74 MIAMI DADEAPPROVAL:
12 30 36 -- 21 .37 44 22 26 45 54 26 32 58 69 34 41 1 97 48 57 12 37 45 55 71 99
SECTION D $ 40 40 26 32 .55 62 32 34 67 80 40 48 .86 103 51 61 21 145 71 86 8 40 62 83 106 149 pgODUCf RF VtSPD
b q0 40 35 q0 .62 62 43 52 90 93 53 64 115 124 68 82 160 95 115 6 40 62 93 124 160 us w:pptyin vdlh tha FTartda
9 40 40 40 40 62 62 62 62 93 93 F. 93 124. 124 102 12360 160 143 160 4 40 62 93 124 160 Building Coda
11 22 26 -- 27 32 20 - 35 Al 26 24. 49 �183 36 34 11 22 27 33 43 60 Aur�F_22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 44 42 27 33 41 52 73
SECTION E 8 25 30 -- -- 3136 22 21 36 44 27 26 49 57 35 33 68 49 47 8 30 37 46 59 826 34 392q 23 41 48 30 28 50 59 36 3S bS 76 47 44 91 65 b2 6 40 50 61 78 109 Miran D duct Contro
4 40 40 36 35 62 62 45 42 76 89 55 52 97 1114170 67 136 160 98 93 4 40 52 64 82 115
22 -- -- 23 27 -- -- 29 34 22 20 4I 48 30 28 12 -- 22 27 ...35 J74
12 -^ FO3
DATE+04107/2015
9 2D 25 29 -- -- 30 36 23 21 39 46 29 27 SS 64 41 37 9 24 80 37 47 SCALt_NA
TION Gti $ 23 . 33 1 19 34 40 25 23 44 51 33 30 61 72 4b 42 8 274 41 53 DESIGN BY:PPMF
6 3D 137 44 28 2S 46 53346 37 45 55 71 4 40 31 56 62 42 38 68 80 51 47 8$ !03 b5 60 123 144 9] 84 4 38 47 57 74
SHEET DRAWING 1I:
5 OF 13 15-14G
MANUPACTURER:
TYPICAL SECTIONS G,F AND I JUST SHUTTER IT INC
AND ANCHOR SCHEDULE '
_ 1341 SW S.MACEDO BLVD
} 1/1 B PORT 5T.LUCIE
Z s w� - FLORIDA 34983
a a Q a SECTION I Tel.:(772)201-9919
H 1/1B w ¢a PECE55ED MOUNT
w `^ SILL ONLY Fax:(772)G73-0588
NSOX3/4' TEKS azi 1 W'hNJ.JU5T5HUTiERIT.C.OM
w AT 12' oc _lam—_
uj
a cXD TT; I_1 PRODUCT:
SECTION G ANCHORS TYPE
' I ADJUSTABLE MOUNT A, B, C OR D SUPERNOVA
ti SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'DC
I INTO CONCRETE—4°(3000 P51 CONCRETE) APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
N i INTO WOOD=2 U2'(WOOD SG:0.55) (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION STIUTTER
I INTO METAL:2'(G0G37G AW.=A5IMA9G 51tn) x CLEARANCE "LARGE SSMALL
1 IMPACTED RATED
I
(ED) EDGE a
_ - DISTANCE
STANDARD LOCATION % 2 _ Y ALTERNATE LOCATION
ANCHORS SPACED ,. � ` ALTERNATE
SPACED ENGINEERING:
GINEERING
AS PER SECTION G W AS PER SECTION GI ENGCO INC. CA 9I IG
ON TABLE BELOW (ED) a+ ON TABLE BELOW
EDEEf 5595 ORANGE DR.201
rDISTAta - 1/1B _ DAVIE, FL. 33314
: 954 585-0304
,ALTERNATE (ED) -- ....- -- --... a..- - -- -- SECTION F
Tel.,ENGCOQAO.L.COM -
r- d 'A°TRACK INSET MOUNT
EDGE DISTANCE - M w SILL ONLY Illppn. rru,,,��
.DE F/
J 1
- K fn 11
W I ANCHORS'DESIGNED
AS PER SECTION F :,Q r ?O•�
ON TABLE BELOW 'NO. ZBO9
:*;
4 �o, STA OF
A �
(ED) EDGE E JUL 8 0 2015
DISTANCE w
MAX. BLADE SPAN IN ]INCHES
Fsgmeer Seal .
SEE ANCHOR SCHEDULE ON Pedro De hoveiredo-PE 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPE55URE (PSF) BASED ON SPACING IN INCHES ON CENTER,
ANCHORAGE SPACING 162 132 ` 108 8 60 162 132 108 84 60 MIAMI DADe APPRovAL
A B C D A B C D A B C D B C D A B C D s E E E E PRO��Rsv)sen
2 32 -- -- 38 45 27 26 16 -- 21 26 33 46 as rqp p(p ng with the Florida
12 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 BuimnsCode
SECTIONG B 28 33 20 20 35 4l 24 24 42 50 30 29 54 64 3 38 76 90 53 53 8 34 42 -Ti- 66 92 peoeplodceNo 051$-03
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 5 50 102 120 71 70 6 40 56 68 Be 123 S�iratbn[hle off_ �/a l fC�
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
16 28 34 I5 21 35 42 -- 25 4 51 23 31 55 66 29 40 76 93 41 55Dy
16 35 43 53 68 95
MIm11 Dad oduol Control
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53r1=60
123 54 74 12 40 58 70 90 IV 1
G1 ORF 8 40 40 30 40 62 62 37 50 BS 93 45 62 1D9 124 58 79 160 81 111 B 40 62 93 124 1 D
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 10B 148 6 40 62 93 124 1 0 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 4 40 62 93 124 160 SCALE:NA
DE51GN BY:PPMF
511EET DRAWING k:
6 OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT ING
HD LOCK 5ECTION5 L
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
WWW.JU5T5HUT rRIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM N
IN5IDE OR OUTSIDE BY PLACING LOCK Z a SECTION L
INSIDE OR OUTSIDE AS REQUIRED. ❑� I y LOCK BLADE SECTION
y i-W vawi w CLO5E POSITION PRODUCT:
¢l= H
telw _ 5UPERNOVA
y w EXTRUDED ALUMINUM
ACCORDION SHUTTER
L: J LARGE 4 SMALL
IMPACTED RATED
fffl
ENGINEERING:
ENGCO INC. CABIIG
1 5595 ORANGE DR 201
1B 1B DAVIE, FL. 33314
Tel.:(954)585-0304
.... DA ,.- .. .. — ..' ENGCOQAOLCOM ...
a B _
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE , _
INSTALLED ON SHAPE 8 A, B, C OR
SPACED AT 24'OC
STA OF
ALTERNATE 5ECTION LI '�O,p�.F(D
LOCK BLADE W TH
SECTION L
STARTER DLADE SECTION IA •••.0/OI�'',�
NAL �a� '
LOCK BLADE SECTION _ pBli0.'ENi • ua��pAL
OPEN P051TION
„'JIB! 3 0 2015
Engineer Seal
4 Pedro De Figueiredo-PE 52609
51116 MIAMI DADS APPROVAL:
P
w� PRODUCT RBVISF.D
a as�IpIYin6 wllh Lhe Ploridu
B�utdipg Code
AcapWnce No Seo .o$
Expi ion 1)�to 0 1 9
/ BA BY
GA— 8
Mioml pad uct onUol
8 1J IB
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
)B EXTERIOR KEY OR THUMB TURN 1B SHEET DRAWING 8:
AND INSIDE THUMB TURN
INSTALLED ON SHAPE 8 8 OF: 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL
UNIMATE LOCK SECTIONS M JUST SHUTTER IT mc
LOCKING PINS APPLICABLE
ONLY AT OPEN POSITION 1341 5W 5.MACEDO 13LVD
I IQ TO SECURE STACK FORT ST.LUCIE
FLORIDA 34983
LOCKING
NG P INS A
ONLY A,' OPEN P
TO SECURE STACK
Tel.;(772)201-5919
Fax:(772)673-0588
vu 7A
m VVWW.1U5T5HUTTfRIT,COM
NOTE:5 CAN I
p
OUTSIDE'a
NOTE:SHUTTER CAN 13V LOCKED 11OM
INSIDE OR OUTSIDE BY PLACING
I OF
N51 _OR OUTSIDE A [::;57ECTION�M
FLOCK, LDC SEG
TION OR OUTSIDE AS REQUIRED. L-3 DE! I
LOCK BLADE SECTION PpoDucr:
CLOSESE POSITION
LOSE POSITION 7A
SUPERNOVA
EXTRUDED ALUMINUM
ti ACCORDION WUTTEK
LARGE F SMALL
IMPACTED RATED
ENGINEMNG:
Mm 7 OR 7A (7 OR 7A FNGCO INC. cAasss
7 OR 7A 5595 ORANGE D?,201
DAV IE, FL. 33314
Tel,(954)585-03C)4
1/4-2CX3/4'THUMB SCREW ENGCO@AOLCOM
LOCATED ON ACCORDION
OR
INTERIOR OR EXTERIOR SIDE
PP.Sf
TAP. T PULL I.
BRILL AND OPPOSITE 1/4XI IAR PULL PIN tN
68 37T�, DE F
BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE
U9> PUSH DUTTON I.OrX 0 E At
LOCATI:11 ON ACCORDION,
INTERIOR OR EXTERIOR SIDE
0.52609
ALTERNATE SECTION M I
ON M LOM 13LADE VATH k
SECTION
LOCK=LAD STARTER BLADE SECTION
OPEN ,,T
OPEN P054PON
ANCHORS TYPE
A B C OR D JUL 3 0 2DI5
r-7 OR 7A SPACED AT 24-OC
Fnmear 5wl
redo De Mjmiredo-FF 52609
S AC 1) A�
7 OR 7A IA—\ k"'I
"
OmmT MAMI DADE APPROVAL:
ru
PRODUCT RFVISE
m 6vWlyiog Mth the Florida
UX0 7 OR 7A sui 'goo
Plan
1200
- C
:j
Acqi CONO/5— 03
513.o
'n Date 0
W
BY
IH PUSH BUTT13M LOCK I onvo
LOCATED ON ACCORDION7 OR 7A a"
INTERIOR OR EXTERIOR SIDE
DATE'0410712015
SCALE;NA
DESIGN By.Fpmf
5MEE7 DRAWING#:
9 Of 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
5TD LOCK SECTIONS N
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W W W.JU5T5tiUTrCRIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
IN51DE OR OUT5IDE BY PLACING LOCK 5ECTION N
INSIDE OR OUTSIDE AS REQUIRED. z N LOCK BLADE SECTION
o r CL05E POSITION PRODUCT:
N F W
<QI= SUPERNOVA
ai 14 EXTRUDED ALUMINUM
zi y ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
`cu ENGCO INC. CA 61 I6
I 1 - 5595 ORANGE DR 201
IB 1B DAVIE, FL. 33314
22A Tel.:(954)585-0304
.... ... _. _ .. ... _.. '-' ENGCO@AOL.COM
68 22 ,�p"I.nr......I
22B /�`G
N0. 2609}_0
ANCHORS TYPE
A, B, C DR D ''�t f
.SPACED AT 24.00
ALTERNATE SECTION N I :�'c�� �0 R
SECTION N LOCK BLADE V/ITH '•.ss` ��r0•
LOCK BLADE SECTION STARTER BLADE SECTION )A ..•�ONAL �,.n`
OPEN POSITION OiBE01FNi� �"'`rr�
JUL 9 0 2015
3� 2. 15 Engineer Seal
Pedro De F:guevedo-PC 52609
MIAMI DADE APPROVAL:
PRODUCE[iBVISED
F1odda
a acMapbdmwda the
ingOodc
Accq+lm No)5-0-513.09
EWI nUateo �)9
O
� 22A
22 M6:0:Dtd• uc Conlro�
1
ID J 22H
22AJ DATE:04/07/2015
22 SCALE:NA
DESIGN BY:PPMF
) l
IB� 1B SHEET DRAWING#:
10 OP 13 15-14G
TYPICAL BLADE ASSEMBLY MANUFACTURER:
BILL OF MATERIALS JUST SHUTTER IT INC
l3
12 13A ITEM DESCRIPTION MATERIAL MANUF CTURER 1341 SW 5.MACEDO BLVD
1 BLADE,- 60 3'-6 ALUMINUM .A5. . PORT 5T.LUCIE
FLORIDA 34983
16 p,1 q IA CSTARTERPOSIT.ADE 6063-TG I LEXW N.A.5.A. . Tel,(772)201-9919,
IPt10NAL
15 COMPOSITE BLADE 60G3-T6 LUMIN N.AS.A... Pyx:(772)673-0588
20 34 IC FLOATING STACK BLADE 6063-TG ALUMINUM N.AS_A, -
2 CEILING TRACK 6063 T6 ALUMINUM N.A5,A. . WWW.JU5T5HUTTERIT.COM
16 6 3 7'/112'WALL MOUNT TRACK GOG3-T6 ALUMINUM N.A.SA.
14 1 I 3A 2'WALL MOUNT TRACK 6063-G ALUMINUM N.A.5.A.
4 RE TRACK 60G3-T6 ALUMINUM N.A.5A. .
5 RECESSED TRACK 60 3-T6 ALUMINUM N.AS.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063 TG ALUMINUM
GA ADJUSTABLE MALE T CK 6063-76 ALUMINUM N.A.S.A. SUPERNOVA I
HEADER -'I f` 7 UNIMATE LOCK BLADE W/0 LP 6063-T6 ALUMINUM N.A,5.A, .
7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A.. WRUDED ALUMINUM l
0.14 B HD FEMME LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.. ACCORDION SHUTTER
8A 10 MALE LOCK BLADE 60G3-T6 ALUMINUM N.A.5,A,. LARGE 4 SMALL
13-1111 0X3"MH 8B HD ADAPTOR F[LLFR 6063-T6 ALUMINUM N.A.5.A,. IMPACTED RATED
BLADE SCREW 9 1'JAMB.CL05URE 60G3-TG ALUMINUM
410 STAINLESS STEEL
9q 2•JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A-,
70 1/4-2XANGLE G463-T6 ALUMINUM N.A.5.A.
11 1/8-2X ANGLE 6063.76 ALUMINUM N.AS.A,. ENGINEERING: (�'/'*
0.19 12 WHEELCARRIER PLATED STEEU NYLON N-A.5-ANVCQ INC. CAa7 t£
SILL ,n
f3 p 10X3'HH BLADE SCREW 410 STAJNLE55 STEEL N.A.5.A
13A "NIOXV HH BLADE SCREW 410 5 AINLE55 STEEL N.A.5.A.. 5595 ORANGE DR.201
14 0-444DTAM.FLAT WASHER STAINLE555TEE1 N.A„S.A,,
DAVIE, FL. 33314
a 15 0.4G'0 x 0.93'BUSHING NYLON N.A.5.A.. _ Tel.:(954)565-0304
i 6 0.46"0 x 0.65'WHEEL BUSHMG NYLON N.A.S.A. ENGCOQAOLCOM
14 1B 14 -. 19 PU5H-BUTTOM LOCK
16. —I r, 20 Ilk WHEEL SPACER NYLON N.A.S.A. •rpgtrur,4
15 from 21 1/16'-IX2,IX2.5 IYA 1.5X3 ANGLE5 6063-T5 ALUMINUM N.A.S.A. '(•r!! E.p G,a
0.14 22• 5TD FEMALE LOCK BLADE 6063-TG ALUMINUM N.A.S,A.. •a• E � �f�.M
13 13Aw. 22Ar STD MALE LOCK BLADE 6063-TG ALUMINUM N.A5.A, a• " C �q"�•
1 LA-#I 0X2°Hti Q,.GF{,o"�\. N �,••, �wL-
' ' BLADE SCREW. � � 22B � STD LOCK KEEPER 6063-T6 ALUMINUM N.A.SA �7
4105TAINLE55 STEEL NO:52609O
O S00
0.460 It
-�
0.460 0.390� �.pQ� STATE OF rg?��i
0�2Q—
0.390 Z a 44 a 03 '. �4'c(p R 1 p'^
IIS Inl a
�-r o o o (i o ( •.rrir arrrrr
a 310 T JUL 3 0 2015
a v a 14-0.03'X 0.44'0 Engineer Seal
d d ci �� ti STAINLE55 STEEL PLAT WASHER AN GI-{O R S GII EDULE Pedro De Plgvaredo-PE 52609
16-.4G10X.G5' 15-,46'6X.93'
NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EM15 E ). MIAMI DADS APPROVAL:
20-1/2'0X0.30 A i/4°ITW TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 PRODUcrRaVISED
NYLON WHEEL 114°ELCO ULT INTO 2700 P51 CONCRETE 1.75 2.5 wcoU
plying with Ow Flo ids
SPACER Ai 14`ITW TAPCANINTO CONCR-EBLO1,25 3 8e11din8 Code
14'I%CO ULTRACON INTO CONCRETE 6LOCKI.25 2.5 Am7ftneeNaj -*151 GT
B 114-20X I ALL POINTS 5OLID-5ET INTO S.D K51 CO CRETE 0.875 3.0 ion Date oQ !9
131 14-20X I ALL POINTS SOLID-SET INTO CONCRETE BLOCK 0.875 310 ny
C ! 00 LAG SCREW INTO G=,5 W000 1.50 !O MIDI Dad Cl COnitDl
t 2 WHEEL CARRIER D I/4'-14 SELF DRILLING SCREWS INTO 1/8°STEEL OR ALUMINUM 0.75
STAMPED SS WITH '
0I'd
NYLON WHEELS E 114'CRETE-FLEX 554 INTO 3000 PSI GONGRETE 1.75 3.0 EI 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK, P5l) I.25 3.0 DATE:04/07/2015
NOTES: M EDGE DISTANCE SHAD-BE MOND WAIL DRESSING - SCALE:NA
1 EMBiEMBEOM@N'SKA L BE BEYOND WALL DRM51NG DE51GN BY:PPMP
1/4'TAF£ON.N4'CREW-P DI,!I4 WOOD 5CREW5 CAN BE USED IN REPLACE OY 1/4'LAG SCREWS
C'H1.24--f
5HEET DRAWING N:
I I OF 13 15-146
SHUTTER COMPONENTS MANUFACTURER.
44.56 3.92 JUST SHUTTER IT INC
4.54 OB 3.23 a464.O8 134 I SW 9.MACEDO BLVD
1.99 a6l z.esPORT ST.LUCIE
4� - 0.97o o FLORIDA 34983
(Uo d oTel.:(772)201-9919
21 sP d Fax:(772)673-0588
p� � 2'01448
es WWW.JU5T5HUTTfR]T.COM
IB-COMPOSITE
I-0.05'ACCORDION BLADE ALUMINUM/LMN BLADE
T- } 45 -� d LDfM1 POLYCARBONATE APPROVED 7A-UNIMAT
AS PER NOA 13-0717.01 7-UNIMATE W/O LP LO LADES 0.41
XL 102UV LOCKING BLADES PRODUCT:
I A-STARTER BLADE
2.31 SUPERNOVA
4.61 183 0.Sl 51 mi -� EXTRULIED ALUMINUM
1'77 1.56 d ACCORDION SHUTTER
4.08 h LARGE k SMALL� r r IMPACTED RATED
0.86
qy 0 a" m o ° p 8B-ADAPTOR FILLER
o USE WITH 8 AND BA _
@p 1 C.0.05'FLOATING 5TACK BLADE 0 07 0.61 N^'o ^' 61" I 9 061 ENGINEERING:
RG d ENGCO INC. ...,,
2-INSET TRACK W/RG OPTIONAL 6 3.00
HEADER/SILL MOUNT -0.64 5595 ORANGE DR.201
0.08 8A-MALE HD 0.08 0.60 DA IE FL. 33314
0.13 2.1-INSET TRACK W/O RG - Tel.:(954)585-0304
/\�ALTERHATE CALK -- HEADER/SILL MOUNT 8-FEMALE FID ••- .- LOCKING BLADE - ENGCO@AOL.COM
/(}� END RECEPTOR LOCKING BLADE „
I V-I/ TRACKS
APPLICABLE 1 3.83 N Sr RECESSED TRACK ' 'ro rrrrrrr E••••.
-II-. �,. Flo,
_I 0.-i0 0 ^ SILL MOUNT ONLY F
+ o 260 2.91 ,,��r•'`'`••�N Sol /
0.10 d. N -� o - a o _ o.ii _ �=t No.� 2609ys �
^ 6 b
83 0.06 m: - I.bs-[�-2-
z.al0,79 d
0107 a 61 L N 9.06 d e.z9--�T %�'OFs F[O H►�P°+'��1�0���,
r RG n a'o." '� a PE 9133-HD JAMB CLOSURE "••' .n' ssd
L
3A-2'BUILD-OUT TRACK OPTIONAL 8 N d 086HEADER/BILL MOUNT a s r OR {-� 3A.I-2"bO TRACK W!O 228-LOCK KEEPER INSERT 2.70 � JUL 8 0 2015
.59 -10.61 I RAIN GUARD(RG) 22-FEMALE 57D 22A-MALE STD 9-1'JAMB CLOSURE o
0.07 RO LOCKING BLADE LOCKING BLADE - Engmeer 5-1
3- V/1 k BUILT-OUT TRACK OPTIONAL o Pedro De F:Bucredo-PE 52609
HEADER/SILL MOUNT 3.70
0.125 0.25 MIAMI DADE APPROVAL: -
3.1-I'1/'BO TRACK W/O 2.43' 2.07 -"� - 9A-2°JAMB CLOSURE PRODUCT RCVISED
RAIN GUARD(RG} I 0,09 --1r 'I f as oomplyingwidi the Florida
0,86 1.91 } 0.06 Building Code
0.61 I �ll� Aceepinnce No 5-0 )3.0$
1. _I I_ EVI ion Dino 0 209
o M tP'1 Z X .Z..x
0.06 o` 0, m sf ¢ T 21-I/16'THICKANGLES A>'
°' d FE Miami uek Contra
0.61 o ^ o d 1 0. 6063-T5 AWMINUM ALLOY
2• o �I a 0 0 SIDE CL05URE USE ONLY '
d --7 0.83 N ri
^o o• 2.0961 0.75 DATE:04/0712015
d d
0.07 2 23. 0.07 3,36 -a SCALE:NA
TI �� 6A-ADJUSTABLE MALE
DESIGN BY:PPMF
0,95 1.13 1.29 6-ADJUSTABLE FEMALE ryEADER/SILL MOUNT0�-
3.37 HEADER/SILL MOUNT 2.0--- -I -
4 'A'TRACK 5HEET DRAWING N:
SILL MOUNT ONLY I I-I/8'THICK ANGLES I0.I/q'THICK ANGLES l' DR 1.5' 12 OF 13 15-146
6069-TG ALUMINUM ALLOY GOG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S,MACEDO BLVD
BETWEEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JU5T5HUTTEMT.COM
0.63 + 0.62 1.25-- 1.25—F 1.25 5.00�
I I PRODUCT:
N
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS 5UPERNOVA
WITH 2' MINIMUM 1/4'X5'0003-T0 ALUMINUM PLATE
NUM
PENETRATION INTO WOOD ACCORDION
SHUTTER ACCORDION SHUTTER
LARGE 4 SMALL
5,00� IMPACTED RATED
N
1/4'X5' OR 1/8-X5' 6063-T6 oT ENGINEERING:
m 2,2A ALUMINUM PLATE SECURED TO 1 O
= RAFTERS AT MAXIMUM 24' OC 7, -"
NATE TO PLATE cl ENGCO INC. CABII6
u I SEE TABLE BELOW FOR SHUTTER
w �W I� SPAN >4'PRESSURE I/ X2X50003-T0 ALUMINUM ANGLE ni 5595 ORANGE DR.201
cz T DAVIE, FL. 333-03 4
W I L/4'-14X 2- SELF DRILLING SCREWS _ _ .._ _. .__. _ Tcl.:(954) OLCO 04
SEE SHEET 5 MOUNT TYPE D ENGCO®AOLCOM
~ ¢¢ ANCHOR TYPED FOR ANCHOR SPACING E F
N �y ,'''''1,11111//IIIIIIII,,,
� ,.•'b\ NSF`'•
No. 2609
I
��I/8 00 ALUMINUM PLATE OP•'`I����d��
TA OF
•X5'G 3-T6 (� 0 R
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 NZ
/ONAL
FOR.SECTION X WITH 1/4'ALUMINUM PLATE F0RSECn0N X WITH I/8'kUMLNUM PLATE "•11,,,,11.111'1/ll''
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED ��5.00�
SPAN PRESSURE PS SPAN PRE55URE(PSF) cu JUL 0 2015
IN BLADE I BLADE 113 (IN) BLADE I BLADE 15 6 Engmeer Seal
GO ±159 ±159 GO ±99 Pedro De Figue±99 medo-PE 52609
72 ±132 ±132 . 72 ±82 ±82 ALTERNATE TO PLATE Oo
_ 84 ±'1 13 ±1 13 _ 84 ±71 ±7 I /8"X2°X5°0063-T6 ALUMINUM ANGLE N MIAMI DADE APPROVAL:
90 ±LOG ±IOG 90 ±GG ±GG
FLtoDUCrRavlsen
108 ± 88 ± 88 108 ±55 ±55
1 26 ± G8 ±- G8 12G ±47 ±47 BW1gTes lyingwilh the Florida
132 ± G2 ± 61 132 ±45 ±45 AefixMIN.)� �i 13.03
144 +48,-52 +45,-47 144 ±41 ±4elpIG2 +30,-40 +28,-33_ 1G2 ±30 +28,-30layMit Cunlro
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 5M DATE:04/07/2015
5CALEo NA
DESIGN BY:PPMP
SHEET DRAWING N:
13 OF 13 15-14G