HomeMy WebLinkAboutRevisions RECEI`'�D DEC 17 2015
OFFICE USE ONLY: -�
DATE FILED: 2_ T I� PERMIT#
REVISION FEE: .® Q RECEIPT#
PLANNING& DEVELOPMENT SERVICES
® ° BUILDING&CODE REGULATION DIVISION
s 2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE Ir / �L
ADDRESS: (r P O n
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: -1 Z ST.LUCIE COUNTY CERT.#: o�)Co C75
BUSINESS NAME: -PO-1 Innha,\ 6haR
QUALIFIERS N
ADDRESS: W �
CITY: L .( STATE: I. ZIP: 34CL, Z
PHONE(DAYTIME): 8-5140 d FAX: 2- 34:18-I-1 I/
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: (�
CITY: STATE: R ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER NFORMATION:
NAME: QA
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
REVISION
RECEI','rD DEC 17 2015
FILE COPY
MIA MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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: "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.Makar,P.E.,M.S.
MtaMt•naut COUNTY
NOA No.15-0513.03
/W Expiration Date:08/14/2019
Approval Date:08/27/2015
0 8 f 2 7 201 S 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., certifying that the drawing(No. 14-131)prepared for Just
Shutter-It, Inc. is engineering wise identical to N.A.SA.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 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.
dXdmy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 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 draining(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A,S.A. 's generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
H y A.MakRr,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date: 08/14/2019
Approval Date: 08/27/2015
E-2
MANUFACTURER:
5UPERNOVA JUST SHUTTER IT INC
1341 SW S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT sr.
FLORIDA 3498498
3
LARGE M1551LE IMPACT RE515TANT Fax:(72) 201-9919
Fax:(772)673-0588
WWW,J U5T5MUTTERJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:TH15 PRODUCT'15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EA51LY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBR15(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN TH15 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 SHALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. cneltc
5595 ORANGE DR.201
"JU5TSHUTTER ITINC-PORT ST.LUCIE-FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER
Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' .. ..._ ...... . SHEET ENGCOQa AOL.COM
DESCRIPTION
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-13Y{1 ���'�•••••.,
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS DE
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER COMPONENT TO BE a��O •'�"' •ri(/l0'•••
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. 1 A AND GLA55 P
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-TG OR AS NOTED.
4;r N0.5 609 '- °
3 TYPICAL 5ECTION5 A.B 1.B2,133.E34 WITH ANCHORAGE TABLES
G-FASTENERS:A55EM13LY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF q' TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES ` S7AT1 \F �jr tV
DRAWINGS.INSTALLATION AND LOADS AS PER TH15 APPROVAL.
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER .JUL 30 2015
ANCHORAGE.
7.2-THE 5IrE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SEGTIONS'J"
REQUIREMENTS.DESIGNED PRESSURES ETC. Engineer Seal
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS R" Pedro De figuearedo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHOR5 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'N' PRODIICPRGVISCD
FOR WIND LOAD HAVE BEEN USED. to Complying with the Florida
Building Cbdo
11 BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AaeNwicCNo 0$)3,03
fixpiion Uale 0 / 19
USER IN5TRUCTION5: 12 COMPONENTS
Mi U ductJuct Co
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES A5 PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X"DETAILS '
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. 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.
SHEEP DRAWING#: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
TABLE I TABLE I A INTERIOR/EXTERIOR 65 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE IF I BLADE MAXIMUM ALLOWABLE H 1 d H I B BLADES B PORT 5T.LUCIE
SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRESSURE 1� 100.1� )� Tel..:(77)201rLopm 3-9919
BLADE SPAN PRE55UPP(P5F) BLADE SPAN PRE55URE(1'51') ALL ALUMINUM BLADES wNm Fax:(772)673-0589
INCHES P05 NEG INCHES POS J NEG 1 t WWW.JU5TSHOTfEI?JT.COM
60 160 I GO 6 I GO 160 INTERIOR/EXTERIOR
66 158 158 66 158 158
72 144 144 72 144 144
PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 6j SUPERNOVA
90 1 16 I IG 90 1 16 I I GCOMBINATION
96 108 I08 9G 108 108 1 ) 1� ALUMINUM/L.EXAN BLADES ACCORDION
ALUMINUM
104 100 100 104 100 100 100' ACCCOORDION SHUTTER
wNao BLADESCAN BE ARRANGED IN MALTY TARGE 6 SMALL
108 93 93 108 93 93 I )B i B
COMBINATIONS ASA5 RED RED IMPACTED RATED
114 83 83 114 83 83 L-
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 68 126 68 68
E
138 57 57 138 53 53 ENGCO INC. CABI IG
144 48 52144 45 47 INTERIOR/EXTERIOR
101
50 41 48 I50 38 42 1B 1B—\ 1B� DAVI LORANGE 3 14
162 30 40 162 28 33 TeIV(954)585-0304
All:AlLFXANBLADE5 - ENGCO@AOL.COM
NOTES:"-•" J
I-ACCORDIDN SHUTTER BLADE STAN(INCHES)FOR ALL CONDMON5 '
1B
2-PKESSURE-DESIGN D LOAD(PSF)
S TNEARINEU.V LA,ON 1 15 ACCEPTABLE POR DE5IGN WIND LOADS AND BLADE SPAN BEIVEDI INTERIOR/IXTERIOR 1B '''''rrrrlrlrDC�l
4-USE TABLE I A TVHEN ONE OR MORE TWE IB BLADE 15 USED x� ENG'(/./��
5-BLADE REVERSED INSTALLATION 15 AVOWED FOR ALL MOUNTED CONDITION5 4v7
TABLE 2 ND. 2609
MINIMUM SHUTTER SEPARATION FROM'GLAZING *'•
TYPICAL ELEVATION TYPICAL CK055 SECTION �4i STAT F
A,B,C,D,E,GH X GLAZING SEPARATION (INCHES) 'OORI'DQ''''\�0';
TOP TRACK """ srGp��
"�ss�ONAI
F BLADE TYPE <=60° 1 <5PAN 104' 1 <=162'
JUL 3 0 2015
Y ALUMINUM 2' 2 3/4' 3.125°
cuss ALL ELEVATIONS Englncer Seal
IPedr.De Flgueu•edo-PE 52609
t a LEXAN 3' 3" 3°
ELEVATION MIAMI DADE APPROVAL:
H to L, M. N
YPRODUCT'REVISED
In a LEXAN 2 1/8' 3° 3° w complying wids the Florida
DWIF Cod
>30 EItVATION Acceptancce n 5-0513.03
Exp: Ion Wtc
Ld NOTES: 0 9
lil I-SEPARATION rROM GLAZING ARPAS SHALL BE MEASURED FROM
GLAZING SURFACE TO THE INNER M05T BLADE OR LACK 5URPACE. EY
F— 2-GL555EPARATION 15 APPLICABLE PERTHE HVHZ(BROWARD AND A91Lml Dad (WBCI COHIr01
7
= M .%HADE COUNTIES).
3-WHENrti SHLJRER I9 ASSEMBLED WRH BOTH T1PE9 OP BLADES THC
LARGE5T GIA55 SEPARATION SMALL APPLY.
DATE:04107/2015
A,B,B1,B2,B3,04 BOTTOM TRACK4 I SCALE:NA
C,D E F G,I,GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
2 OF 13 1 5-146
TYPICAL SECTIONS A,51, 152, 153, 154 MANUFACTURER:
AND ANCHOR 5CHEDULE - -f 1/IB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT a as AT 12' OC 1341 5W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w y PORT ST.LUCIE
HEADER OR SILL 16
OPTIONAL FLORIDA 34983
2,2A 11 onm 1 I SECTION 54 Tel (77 2)201-9919
r _ 6 86
ADJUSTABLE TRACK Fax: G73-05
'�; ED I.1. ON REVERSE ANGLE WWW.JUSTSHUTTERIT.COM
EMBED. w SILL ONLY
of
r� _ w ANCHORS DESIGNED
~' 6A Z "'w PRODUCT:
T �- 8 W z AS PER SECTION B4
}I ANCHORS DESIGNED = 10 -; N ON TABLE BELOW
= SQ AS PER SECTION A i Wq SUPERNOVA
1/IH ON TABLE BELOW EXTRUDED ALUMINUM
w a 1/4-14X1''GR5 SDS OR
ACCORDION SHUTTER
= y - 1/4-20X3/4' PHMS W/NUT o. LARGE e SMALL
of w SPACED AT 5'OC i EMBED. IMPACTED RATED
w a
=> SECTION B1
y 1/1 B "A°TRACK ON _ ENGINEERING:
REVERSE ANGLE
SILL ONLY I ENGCO INC. caalic
mm z
1 - 41A 5595 ORANGE DR.201
ANCHORS DESIGNED SECTION B3 DAVIE. FL. 3331 4
s
AS PER SECTION B13/4' TEKS Tel.:(954)585-0304
4 - -.----.... .--- 11--it. w c ON-TABLE-BELOW ..... ........ . ADJU57ABLE ON -. -'
4 rn _ 2' OC 5TO.ANGLEENGCOQAOL.COM
a wSILL ONLYpuuo,nnqDE F1-
ANCHORS DESIGNED1/4-14X1' GR5 SDS OR w6 t o� AS PER SECTION B31/4-20X1/2' HHMS W/NUT EMBED.—�- r +• w¢SPACED AT 12'OC ON TABLEBELOWo. 2609 I ��� STA F
y 1D �i EMBED.---� 'n'"`A�,DR Op,,.+'\t1,��•.
w J
ANCHORS 1/1B r ASPEERDESIGNED
SECTION B2 1/4-14X1' GR5 SDS OR ••'css�ONAL����G����
_ 16 F ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT •,�
OPTIONAL i? w q SPACED AT 5'13C JUL 3 0 2015'
X I MAX. BLADE SPAN IN INCHES Enge
y -� Pedro De Pigucieiredod°-
PE 52609
4 11 t, EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF)
SHEET 11 FOR ANCHOR TYPE MIAMI DADS APPROVAL:
ON SPACING IN INCHES ON CENTER
1/4-14X1' GRS SDS OR SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTREVISED
1/4-20X1/2' HHMS W/NUT 'A!TRACK ON s E E1 E E1 E E1 E EI E E1 m coatplying with the Floeido
SPACED AT 12'OC STD ANGLE 14 40 31 62 1 38 93 46 124 60 160 84 Building Code
SILL ONLY SECTIONS 12 40 36 62 44 93 54 16❑ 1124
160 98 °`�i1811Cc NO( 6Q 'O3
Exp Zion Dote
A.B1,B2 8 40 40 62 62 93 61 124 5 160 146 �9
83,84 6 40 40 62 62 93 93 124 4 160 160 Ey
MAX. BLADE SPAN IN INCHES q 40 40 62 62 93 93 124 160 160 MImn,Dad uc control
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) BASED ON SPACING IN INCH E5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 SCALE:NA 7/2015
A Al I.B IB1 IC ID A Al III IBI Tc--TD— A Al B BI C D A Al B B1 C D A AI B B1 C D DESIGN BY:PPMF
14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 9 60 92 60 116 29 124 77 118 77 160 40 160 IDS 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 _§_3 _2_6___93 3 70 93 70 124 34 124 90 124 89 160 47 160 126 160 ]25
A.B1,B2 8 40 2 140 40 40 40 62 32 62 162162 62 93 39 93 93 93 93 124 51 124 L24 124 124 160 71 160 160 160 160
B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 l24 l24 124 124 160 94 160 160 160 160 SHEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 l24 12A 124 160 142 160 160 160 160 3 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS 5 AND C JUST SHUTTER IT INC
AND ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Fax:(772)673-0588
DN TABLE BELOW VAVW.JU5T5HUTTERIT.COM
i313A t:
x
a z PRODUCT:
a
'a- I/IB �Q 5UPERNOVA
w rnm - NUM
ACCORDION SHUKUDED TTER
F
F roco I :•::;„.,:.. 16 .LARGE C SMALL
r. OPTIONAL iMPACTED RATED
v=i 1_: w ' ANCHORS DESIGNED = T
AS PER SECTION B z 1/1B
2,2A� I1 `Q''z ON TABLE BELOW = n¢. SEGTIONC
w w WALL MOUNT WITH ENGINEERING:
�f' F TRACr.30R3A ENGCO INC. CA9116
SECTION B = HEADER OR SILL
1/1B
BUILT-OUT ON i', DAVSE.,RFL. 333 141
N
REVERSE ANGLE -=: :, EMBED. - Tel.:(954)585-0304 _
HEADER OR 51LL ..-. .- _. _. _ ...... .. '?`"•':".:. _ .. _.. _ .._.. ENGCO@AOLCOM .
E /G
1/4-14X1' GR5 SDS OR - ,~y. �.'��'O� ' '• UtCj�'�
1/4-20X1/2' HHMS W/NUT 3,3A �,a .��•,�+��CENSF•.L'f�
SPACED AT 12-OC - Q
f No. 2609 =�o
ANCHORS DESIGNED B
AS PER SECTION C '
i ON TABLE BELOW ST
J
r
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON CENTER JUL 302015
ANCHORAGE SPACING 162 132 108 84 60 Engineer Seal
A Al B Bl C D AIm
BI C D A Al B Bl C D A Al B Bl C D A Al B B1 C D Pedro D,,njueredo-FE 52609
14 40 -- 40 40 40 40 6249 62 49 81 22 86 0 81 t86
104 29 110 77 104 77 145 40 155 108 ]46 107
SECTIONS 12 40 -- 40 40 40 40 6257 62 57 67 26 93 70 87 111 34 119 90 112 89 156 47 160 126 ]57 ]25 MIAMI DADS APPROVAL:
88C8 40 26 40 40 40 40 6262 62 62 93 39 93 87 93 124 51 124 111 124 111 160 71 160 156 16D 155 PAODUCTREVISED
6 40 35 4D 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 as complying with the Florid.
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 ]24 124 124 160 137 160 160 160 160 Building Coda
AcoeplFm No/O n513.o3
Bapi lion Uala op/moo/�
MAX. BLADE SPAN IN INCHES ey ��
Munni Dad ucl Cnnnol
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5F)
BA5ED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 1 84 1 60 DATE:04/07/2015
s E EI E E1 E E1 E EI E EI 5CALE:NA
14 40 31 62 38 87 46 112 60 157 84 DESIGN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 160 98
B 8 C 8 40 40 62 62 93 77 124199 160 138
6 40 40 62 62 93 Be 124113 160 158
4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING N:
4 O 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D, I_*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR5CHEDULE AS PER ABLESECTBN GH
ON TABLE BELOW ON TABLE BELOW 1341 SW 5.MACEDO BLVD
ci PORT ST.LUCIE
(ED) EDGE ww (ED) EDGE FLORIDA 34983
DISTANCE w DISTANCE Tel.:(772)201-9919
EG. Eo. Fax:(772)673-0589
6A WWW.JU5T5tiUT rERJT.COM
If Y/LEG
TRIHMEO
m 2,2A a
01OX3/4' TEKS WA
'-' _ AT 12' oc V/LEG PRODUCT:
._.. � TRIMMED
SECTION D
w � I SUPERNOVA
= INSET MOUNT W1 CED) EDGE 2
TRACK 2 OR 2A DISTANCE EXTRUDED ALUMINUM
w � TRADER OR SILL ACCORDION SHUTTER
wF
Q I 'LARGE C SMALL
NSECTION E L w _ I IMPACTED RATED
to �� 1/I B ANGLE INSET MOUNT Lu u t
1 I TEADERORSILL = 1/4-14X 3/4' TEKS
1 ,!a::„P�*;A+s:.t;:•,'^:<.c•..r:c_.:��.ar•.�� SPACED AT 12'OC
w ENGINEERING:
�¢ wQ ENGCO INC. Gb G
x L ¢Z SECTION GH
v=i w rn ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED TRADER/SILL DAVIE. FL. 33314
m AS PER SECTION E Tel.:(954)585.0304
...... ....... .... _-----_ . . .._ .... .__.. .._ .---... ._.. ON TABLE BELOW.. .. ... _. _... .._. .. - ENGCO@AOL.COM
= 3,3A 1/4-14X1' GR5 SDS OR 1 '��prF I"
1/4-20X1/2' HHMS W/NUT. �.
w SPACED AT 12'OC sp O E /GU�/
_ r. I ,�:�� ,��,.,ENSF
chm 4'j No. 2609 0•`
. rw- � I1 � t
N Ja 1/IB' ��`•ti ST. OF
�ss�ONAL �� ,�•
MAX, BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON AL 8 0 2015
SHEET 11 FOR ANCHOR TYPE
MWBC
UM ANCt10RAGE PRESSURE (PSE) BASED ON SPACING IN INCITES ON CENTER Engineer5cal
ANCHORAGE SPACING 132 108 84 60 162 132 100 84 60 Pedro De Fguc—do-PE 52609
A I D I A 1B IC ID I A I B C D A IC ID A IB C D s E E EE E
16 22 27 - 27 33 -- 20 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41 S3 74 MIAMI DADE APPROVAL:
12 3D 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 71 99
[SECTION D 8 40 40 26 32 55 62 32 39 67 80 4D 48 86 ]03 51 61 121 145 7] 86 8 40 62 83 106 149 pRODUClR1v1sED
6 1 4C 40 35 40 1 62 162 143 52 90 93 53 64 1]5 124 68 82 160 160 95 115 6 40 62 93 124 160 as cotnplyig with the Florid.
4 1 40 1 40 140 40 1 62 62 62 62 93 93 79 93 124 124 102 123 16011, 143 160 4 4D 62 93 124 160 Building Codc
11 -- 22 -- -- 22 26 -- -- 27 32 20 -- 35 41 26 24 49 58 36 34 1] 22 27 33 43 6D AcccptenccTo 5-05 .03
hxpho ton Date o �9
9 22 1 26 -- -- 27 32 20 -- 34 39 24 23 43 51 131 30 1 60 71 44 42 27 33 41 52 73
SECTION E 8 25 30 -- -- 31 36 22 21 3B 44 27 2b 49 57 35 33 68 80 49 47 8 30 37 46 59 82 oY
6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 10 MlarolDud duct control
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -_ __ __ __ -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 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 47 66 SCALE:NA
SECTION GH 8 23 27 -
28133 21 19 34 40 25 23 44 51 33 30 61 72 46 42 B 27 34 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 62 96 61 'S6 6 37 45 55 71 99
4 40 40 34 31 56 62 42 38 68 BD 51 47 BB SD3 65 60 123 144 91 84 4 38 47 57 74 103
5HEET DRAWING N:
5 OF 13 15-14G
MANUFACTURER:
TYPICAL SECTIONS G, F AND I
AND ANCHOR 5CHEDULE JUST SHUTTER IT INc
-I = 1341 5W 5.MACEDO BLVD
I/1B
_ PORT ST.LUCIE
w
a z SECTION I FLORIDA 34983
y 1/1B w ¢oa. Tel.:(772)201-9919
rn RECESSED MOUNT Fax:(772)G73-0588
F q n 51LLONLY WWW.JU5T5HUTrERJT.COM
= a #10X3/4' TEKS =
ww w AT 12' oc j tym
Hi
w SECTION G !' ANCHORS TYPE PRODUCE:
Ltd w
ADJUSTABLE MOUNT A, B, C OR D
v=i SILL ONLY EDGECLEP.RANCE(EC) SPACED AT 48'OC SUPERNOVA
I I IMO CONCRETE-4'(3000 PSI CONCRETE)
INTO WOOD=2 I/2'(WOOD SG:0.55) __(EC) EDGE APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
N� INTO METAL:2'f60G3-TG AWMDRA51M ABL STUD CLEARANCE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER
+� '�LARGE 6 SMALL
w IMPACTED RATED
(ED) EDGE
-„:}Fc:-„:•:•.. ,-;h;;- DISTANCE
STANDARD LOCATION _ 21 ALTERNATE LOCATION
ANCHORS SPACED - n 2 `- ANCHORS SPACED ENGINEERJNG:
A
AS PER SECTION G (ED) ASAS PER SECTION GI
ON TABLE BEBELOWON TABLE BELOW
ENGCO INC. CAeI IG
;.
'(-- EDEf w _ 5595 ORANGE DR.201
DISTANCE i 1/18 3 1 4
I
5ECTION F -..
-- - --- -- ALTERNATE (ED) - - _-- '_ �. a' _ - '- -- 'A'TRACK INSET MOUNT ENGC .COM
E, L.
Tel::(954)585-0304
EDGE DISTANCE OpAOL
= H SILL ONLY
~ J ANCHORS DESIGNED ..- �`,,•1'��O,� DE SFGG�/••
L
AS PER SECTION F .•C
- _ "”' i ON TABLE BELOW *; �No;. 2609 =�
:. 4-
SHEET
:�°1`"t STA OF dIW
(ED) EDGE JUL 0 7015
DISTANCE w
MAX. BLADE SPAN IN INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro De figueredo-FE 52609
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 1 108 84 60 162 132 108 84 60 MIAMI DADE APPROVAL:
A B C D A B C D A B C D A B C D A D C D s E E E E E
16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCTREVISE.D
12 - 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 as complying eith the 171midn
]BUgCodo
SECTION G 8 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Accgt nce N
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 56 68 88 123 AcaptanceNo/�R 0513[ 03
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 ]60 106 ]OS 4 40 59 72 93 130 f•+�vlptDateT�- '.J4
16 26 34g1521 35 42 -- 25 42 51 23 31 55 66 29 AO 76 93 41 55 16 35 43 53 95 MlmdDSECTIONS 12 38 4027 46 56 25 34 57 69 30 41 73 68 39 53 102 123 54 74 12 40 58 70 90 127G1 ORF 40 4040 62 62 37 50 85 93 45 62 109 124 58 79 153 160 61 ]11 8 40 62 93 1240 4040 62 62 49 62 93 93 60 82 ]24 124 77 106 160 160 108 148 6 40 62 93 24 160 DA7E:04/07!2015
4 40 4040 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 H:
G OF 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT INc
JAMB AND CORNER 5ECTION5 J
OPTIONAL 1341 5W 5,MACEDO BLVD
SEALANT PORT 5T.LUCIE
MIN. (3) ANCHORS FLORIDA 34953
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tel.:(772)201-9919
IS NOT NECESSARY JAMB CL05URE 4' FROMS ENDS SECTION J I Fax:(772)G73-0588
.{ WALL MOUNT AND ONE AT MIDDLE JAMBCL05URE WWW.JU5T5HUTTERIT.COM
IN5ET MOUNT
(X2) # X1 SDS iA EMEDMIT
IA PRODUCT:
9 9A TOP ANDD BOTTOM
TRACKS 5UPERNOVA
EXTRUDED ALUMINUM
II w ACCORDION 5HUTTER
LARGE 4 5MALL
II nim IMPACTED RATED
I
IL
t
L=T=JJ
+L � ENGINEERING:
fu
TOP 6 BOTTOM TRACKS ENGCO INC. Cgel 16
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)565-0304
ono
ENGC L.COM .. ..
1
E F
DENs�GG�/'c��t
ANCHORS TYPE 52609 i O
A, B, CORD .+ N0: ,
SPACED AT 24-OC
w (ED) EDGE STA OF +/tV
w CE
DISTAN %O.P-+.F(O 1pQ;e•'r�A� .
E°' c°• SECTION J2
JAMB CLO5URP '••• .....u�"tr'
BUILT-OUT MOUNT
JUL 30 2015
21 OR 11
Engmeer 5ea1
#10X3/4' SS SMS OR
1A 3/16' POP REVETS SECTION J3 Pedro De Figcevedo-PE 52609
w SPACED AT 24'11C CORNER CLOSURE
MIAMI DADE APPROVAL:
PRODUCT RIi
w wniplyinB kith the Florid-
Building Cod.
Aecoplance No/5-05/3.0?
�y W-14-2-1
n
Cor.X"9
N ,
DATE:Ok/07/20 15
SCALE:NA
7 OR 7A DESIGN BY:PPMF
1 1 (19) PUSH BUTTON LOCK
1B IB LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING N:
7 OF 13 15-14G
MANUFACTURER.-
TYPICAL
ANUFACTURER:TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
HD LOCK SECTIONS L
1341 SW 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WV/.JU5TSNUTTER T.COM
NOTE:SHUTTER CAN BE LOCKED FROM z�+
IN51DE OR OUTSIDE BY PLACING LOCK Z N H l l SECTION L
INSIDE OR OUTSIDE AS REQUIRED. o r 5 y LOCK BLADE SECTION
r w �^: �W CLOSE P051TION PRODUCT:
<��
a W �L_ SUPERNOVA
y W EXTRUDED ALUMINUM
ACCORDION
L
4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. mat 6
)ib//
5595 ORANGE DR.201
I1B DAVIE, FL. 33314
Tel.:(954)585-0304
..._. . ..... .. .. .. _ .. BA .. .. -._ ENGCOQAOL:COM ..
8 -
66 ''''t�rpnnr•••'•..y.
off, DE
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN
/` ND 52609
AND INSIDE .THUMB TURN ANCHORS TYPE,
INSTALLED ON SHAPE 8 A, B, C ORD ; L
SPACED AT 2A'OC
ALTERNATE SECTION LI E O''•,p ��V
SECTION L LOCK BLADE Wlm �Fs'�•�0.10P'G� ��•
STARTER BLADE SECTION IA s/ �a s 4r
LOCK BLADE SECTION LI— ANAL ,
OPEN POSRION '• t rr
,".JIIL 3 0 2015
21 2l L -, Eno—,Seal
d 4 Pedro De Rouem io-PE 52609
f�
MIAMI DADE APPROVAL:
PRODUCTRBVISED
tv est plying with the Florida
&dlding Cude
LAccept.".No$—o .03
Ecpir.ion l)ato 0 0)9
G BA
D
BA 8 Mioml D.dp�7 uct mnmt
B 1J1B
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
)B EXTERIOR KEY OR THUMB TURN 1B
AND INSIDE THUMB TURN SHEET DRAWING N:
INSTALLED ON SHAPE 8 5 OF 13 15-14G
MANUFACTURER.-
TYPICAL
ANUFACTURER:TYPICAL HORIZONTAL JUST SHUTTER IT ING
UNIMATE LOCK 5ECTION5 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)G73-0588
N 7A WWW.JU5TSHUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK Z to SECTION M PRODUCT:
IN51DE OR OUTSIDE A5 REQUIRED. o LOCK BLADE SECTION
<= CLOSE POSITION 7A SUPERNOVA
¢rn 4 EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 6 SMALL
IMPACTED RATCO
ENGINEERING:
7 OR 7A 7 OR 7A ENGCO INC. ,,. .,,,
N00 7 OR 7A - 5595 ORANGE DR.201
DAVIE, FL. 33314
1 � 4Tel.:(954)585-0304
.._ ._. .-- - - CNGCO@AOL.COM
1B 1/4-20%3/4'THUMB SCREN
LOCATED DN ACCORDION ,
INTERIOR OR EXTERIOR SIDE )/qXl I/2 PULL PIN �l�i�i���ii�i�ii��•
DRILL AND TAP.DPPOSITE �� DE F./�
Ej 3� BLADE TO RECEIVE SCREN INSIDE DR OUTSIDE �l v•.
(19) PUSH BUTTOM LOCK'
LOCATED ON ACCORDION NO.5Z6O8l 0
INTERIOR OR EXTERIOR SIDEJ i
t
ALTERNATE SECTION
t STA OF ,
LOCK BLADE VATH � � P�
SECTION M : O'a F +��V�•
STARTER BLADE SECTION
•• LOCK BLADE SECTION
OPEN P051TION •��ss�ONAI rca�''���
ANCHORS TYPE
A, B, C DR D JUL 8 0 ?.015
7 OR 7A SPACED AT 24'13C
Engineer Seal
Podro De I'mpaimclo-PE 52609
7 OR 7A lA �
MIAMI DADS APPROVAL:
a PRODUCT'REVISED
d complying will lite Florida
Building Cude
Iron 7 OR 7A
BMj'FinU oeA Id 2p)3
p 9
1 m
IB PUSH BOTTOM LOCK fDade d tCom' "rof��
LOCATED ON ACCORDION 7 OR 7A '
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
1 1
!B Id IB
SHEET DRAWING#:
9 OF 13 15-14G
MANUFACTURER--
TYPICAL
ANUFACTURER;TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 5W 5.MACEUO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
NOTE:SHUTTER CAN BE LOCKED FROM WWW.JU5TSHUTTERIT.COM
INSIDE OR OUTSIDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE AS REQUIRED. Z ti LOCK BLADE SECTION
ti o w CLOSE POSITION PRODUCT:
;ate SUPERNOVA
a
EXTRUDED ALUMINUM
N N ACCORDION SHUTTER
LARGE 8 SMALL
IMPACTED RATED
ENGINEERING:
cu ENGCO INC. CA 6116
L - - L 5595 ORANGE DR.201
IB LB DAME, PL. 33314
... ... _.
22A Tcl.:(954)585-0304
' [NGCO@AOL.COM'
6� 22B 22 '',,'�����nui,,,,
Q,= No. 2609'o
ANCHORS TYPE
* f
A, B, COR D
SPACED AT 24'OC .13
ALTERNATE SECTION
SECTION N LOCK BLADE WITH sS�O
LOCK BLADE SECTION STARTER BLADE SECTION L A ,�� NAL
OPENP051TION L "'�'����',
JUL 3 0 2015
36 2. 15 Engineer 5-1
y Pedro De I'mperedo-PE 52609
MIAMI DADE APPROVAL:
FRODu RLVISBO
m COMfift—ith the Florib '
N Mdldi eCode
Ac-Ma Nu)5.0,513.09
ion DateRa 9
e B�
22A 22 M[am D uc Conlro�
1
1 BJ
22AJ/ 22B DATE:04/07/2015
22 SCALE:NA
DESIGN BY:PPMF
LBJ i9 •
SHEET DRAWING#:
10OF 13 15-14G
MANUFACTURER:
TYPICAL BLADE ASSEMBLY
BILL OF MATERIALS JUST SHUTTER IT INc
13 1341 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUF CTURER PORT ST.LUCIE
12 13A I BLADE 6063-T6 ALUMINUM N.A.5.A. FLORIDA 34983
16 0.19 IA STARTER BLADE 6063.76 ALUMINUM N.A.5.A. Tel,:(772)201-9919
OPfIWhL I B COMPOSITE BLADE 6063-TG/LE)" N.A.S.A. Fax:(772)G73-0588
l4 IC FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.h WWW,JUSTSHUTTERIT.COM
20 0 2 CEILING TRACK 6063-T6 ALUMINUM N.A.S.h
16
N 3 1'/1/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A.
141 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A.
1 B 4 'A'TRACK 6063-T6 ALUMINUM N.A.5.A.
5 RECESSED TRACK 6063-T6 ALUMINUM N.A.5.A. I PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A,
GA ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.5.A. SUPERNOVA
HEADER 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM _ N.A.5.A EXTRUDED ALUMINUM
7A UNIMATE LOCK BLADE W/LP 6063.76 ALUMINUM N.A.5.A. ACCORDION SHUTTER
0.14 8 FID FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.h
8A HD MALE LOCK BLADE GOG3-T6 ALUMINUM N.A.S.A. LARGE 4 SMALL
13-N 10X3'HH IMPACTED RATED
BB HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.S.A.
BLADE SCREW 9 1'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
4 10 5TAINLE55 STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A.
I O ]/,4-2X ANGLE 6063-T6 ALUMINUM N.A.5.A.
I I 118-2X ANGLE 6063-TG ALUMINUM N.A.S.A. ENGINEERING:
0.19 12 WHEEL CARRIER PLATED STEEL/NYLON N.A.5.A. ENGCO INC. CAB116
13 N IOX3"HH BLADE SCREW 410 STAINLESS STEEL N.A.5.A.
SILL 13A NIOX2"HH BLADE SCREW 410 5TAINLE55 STEEL N.A.5.A. 5595 ORANGE DR.201
00 14 0.44'DIAM.FlATWA5HER STAINLESS STEEL N.A.S.A. DAVIE. FL. 33314
15 0.46'0 x 0.93'BUSHING NYLON N.A,S.A. Tel.:(954)585-0304
16 0.46"0 x 0.65'WHEEL BUSHING NYLON N.A.S.A. ENGCOOa AOL.COM
19 PU5H-BUTT0M LOCK
14 1 H 14 20 1/2'k 3/8'WHEEL SPACER NYLON N.A.5.h tA'r'r'•"••�.,,
21 1/16'-1X2,1X2.5,1X4,1.5X3 MGlE5 6063-TS ALUMINUM N.A.5.A.
15 �iIONAI 0,14 22 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. ,���O�Y. GGF•••.
„,.q.,...,
L3A 22A 5TD MALE LOCK BLADE 6063-T6 ALUMINUM N.h5.A. Q-(�Q+"%C_EN,g
13 13A-B 10X2'HH 221 57D LOCK KEEPER 6063-T6 ALUMINUM N.A.5A' '41
BLADE SCREW - O
4 10 STAINLESS STEEL ,* No.*609 e
0.500 L0.44J60 %.0o�. STATE OF r7i�44
I0_.4_160 0.390 %�`F"',:[OR VDW-
0.20 0.390-M �1111JII11 � 0.44 0.03 ••mss•
5� III Inl P
� .,CONAL E ,
N N M � O •/. r��rl�t
�TT a LL1J C34 ,JUI- 3 0 2015
0.310 0
o v 11`l(/C' rL 14-0.03'X 0.44°0 Engineer Seal
d O o 0 o c STAINLESS STEEL Pedro Dc Plgueiredo-PE 52609
FLAT WASHER ANCHOR SCHEDULE
16-400X.65' 15-.46'0 X.93' TIDE DE5CRIPTION EMB E.D. MIAMI DADS APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING
20-1/2.0 X 0.36' A 114'ITW TAPCON INTO 3000 PSI CONCRETE 1.75 3.0 PRODUCT R1IVTSGD
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 w complying with the Fladde
SPACER AI 14'ITW TAPCON INTO CONCRETE BLOCK 1.25 30 Awepna Cade
1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 E.0 1lnce Nooo Uate07 051$ 0 j
P-pi ..)q
B 114-20X I ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE 0.875 3.0
Bi 14-20X I ALL POINTS 50LID-5fT INTO CONCRETE BLOCK 0.875 3.0 BY
C 114'WOOD LAG 5CREW INTO G=.55 WOOD 1.50 1.0 Mom/D� cT Conwl
12-WHEEL CARRIER D1/4'-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 I.75 3.0
0f
p NYLON WHEELS E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 11.25 1 3.0 DATE:04/07/2015
s
NOTES: ED:EDGE DISTIUrS SHALL BEYOND WALL DRESSING SCALE:NA
EMB:[MBEDME11f 911ALL BE DCYOND WALL DRESSING DESIGN BY:PPMF
'D 1/4'TAPCON,IM'CRETE-FLEX,014 WOOD SCREWS CAN BE USED M REPLACE OF 1/4'LAG SCREW"
Do
O
5HEET DRAWING N:
11 OF 13 15-14G
SHUTTER COMPONENTS MANUFACTURER:
4,56 3.92 JUST SHUTTER IT INC
4,54 4.OB 3.23 0.46
1 134 I SW S.MACEDO BLVD
\
4.08 0 1.24 1.99 0�L6
2.85 PORT ST.LUCIE
o m g 0.97 o FLORIDA 34983
o Tel.:(772)201-9919
h 3.21 sP n Fax:(772)673-0588
p0 1,23 I B•COMPOSITE 2 IO'448
'+: o WWW,JUSTSHl1TTERIT,COM
^ N ALUMINUM/LDM BLADE
I-O.OS"ACCORDION BLADE m -�- o LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP
o 1.45 T o AS PER NOA 13.0717.0 f 7-UNIMATE W/O LP LOCKING BLADES 0.41
XL102UV LOCKING BLADES PRODUCT:
I A-STARTER BLADE
0.51 2.31 SUPERNOVA
TT4
1.83 .51 ,ao n^i m 806 m ol EXTRUDED ALUMINUM
4.61 by ^o� 1.77 1.56 0 0 ACCORDION SHUTTER
�+ 4.08 o LARGE 4 SMALL
IMPACTED RATED
0,86
h oh _JJ� �. T m 8B-ADAPTOR FILLER- N 0• O m O P -.
o _ -- USE wlm a AND eA
IF I C-0.05'FLOATING STACK BLADE 0 07 0.61 ^I nim ni I- ' 1 99 o ni ENGINEERING:
2-INSET TRACK W/RG OPTIONAL a I o 3.00 ENGCO INC. GABIIG
HEADER/SILL MOUNT ..JJJ 0,64 5595 ORANGE DR.201
0.08 8A-MALE HD 0.08 0.60 DAVIE, FL. 33314
0.13 2.1-INSET TRACK W/O RG
ALTERNATE CALK - HEADER/SILL MOUNT 8-FEMALE HD - .. LOCKING BLADE T EN(954) OL.CO 04
-/-((\] END RECEPTOR LOCKING BLADE ENGCO@AOL.COM
APPLICABLE TO 3.83 'TIS
M N j111111/III..1�
TRACKS 3, 7.1 o ti ro a 11�. E F CG
• r: TR ANO 3A.1 �^ - Sc RECESSED TRACK 111
I o.IO ?o' ^ SILL MOUNT ONLY 111
o O 2.60 2.81 ,.
0.10 I n 0.06 sO�:
0.77 t
0 06 s. N0. 2609
A 2.83
2.41 '
ej
STA
a TI r 1T �0�;=..,c
+ 0 0,07 LRG o,06 I z.ze--1 '..tO <0 R 1
m OPTIONAL 0 9B-HD JAMB CLOSURE o .�.Ss"••••'•••,•j°"ail//li
3A-2"BUILD-OUT TRACK n I /0NAL 111
0.86 m 0 6 o J_ •pwlinlllllll
o HEADER/SILL MOUNT o
OR =_____�� 3A.I-2"BO TPACK W!O 228-LOCK KEEPER INSERT Ll 2,70-� JUL 3 0 2D15
.58 RAIN GUARD(RG) 22-FEMALE STD 22A-MALE 5TD 9-I'JAMB CLOSURE
0.07 RG LOCKING BLADE LOCKING BLADE N Engineer Seal
3-1111 t BUILT-OUT TRACK OPTIONAL d Pedro De r,euevedo-PE 52609
HEADER/SILL MOUNT 3.70�I
0.125 0.25 MIAMI DADS APPROVAL:
3.1-I'//k BO TRACK W/O �f I 9A-2'JAMB CL05URE
RAIN GUARD(RG) 2.43 2.07 _I (� PRODUCT REVISED
L 9l 0.09 as canplyiog wiOl the F)urida
0.86 �' J0.06 AvccpI Coda
AaoplionDat rico )3 03
1 0 m Z X 7
Z X 1 Exp ion DOtoZp/9
m
0.86 A, d - sf gf 21-1/16'THICK ANGLES By
0.61 Qo' ^ o d ^ 1 0 0 0 0 6063-T5 ALUMINUM ALLOY Mlelnl ucl Conhn
o o SIDE CLOSURE USE ONLY
1 i7V � N oS 2 09 I- e'61 0.75 DATE:04/07/2015
m o 0.07 0.07 IIS- 3.36
o 2.23 1 SCALE:NA
I i- JJ-- DESIGN BY:PPMP
3.37 HEADER/
29 6-ADJUSTABLE FEMALE HEADER/SILL MLO NTS l--2,Q-.� 2 Q
HEADER/SILL MOUNT
4-'A'TRACK SHEEP E
NG N:
SILL MOUNT ONLY I I-I/8"THICKANGLES 10.1/4'THICK ANGLES 1' OR 1.5'-I 1 2 OF 1346
6063-T6 ALUMINUM ALLOY 6063-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 13-11 SW S.MACEDO BLVD
BETWEEN WOOD TRU55E5 FORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JU5T5H UTrERIT.COM
0.63 0.62
—1.251.251.25 �5.00��
(4 PER RAFTER) cv PRODUCT:
1/4'X 2 1/4 FH TAPCONS o
WITH 2' MINIMUM 1/4"X5'6063-T6 ALUMINUM PLATE SUPERNOVA
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
-L 5.00� IMPACTED P.ATEO
I Ln
1/4'X5' OR 1/B-X5' 6063-T6 0 t
2,2A ALUMINUM PLATE SECURED TO ENGINEERING:
a: RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. :Am,,
I I SEE TABLE BELOW FOR SHUTTER14X2 XS"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
rti
w I SPAN 6 PRESSURE / -
= DAVIE, FL. 33314
1/4'-14X 2' SELF DRILLING SCREWS _ _ Tel.:(954)585-0304
H -Q¢ SEE SHEET 5 MOUNT TYPED ENGCO(Ja AOL.COM
c m ANCHOR TYPE D FOR ANCHOR SPACING
= W y ,IrI1/II III III„
N5.00� a3 No. 2609 o
o� �0:: STA OF r�tV
. .
118'X5'6063-T6 ALUMINUM PLATE �` +;C(p RALLOWABLE 00;,•'��'��`�
OLRS CIION X TIG/' ALUMI UM PLATE OR5ECf(ON X WITH 1/B'ALUMINUM PLATE .�.Fss/III
BLADE MAXIMUM DE5IGNED BLADE MAXIMUM DESIGNED I 5.00 —{ IIIII
SPAN PRE55URE(P5F) SPAN PRESSURE(P5F) cu
cu I JUL S O ZO��
IN BLADE I BLADE 113 IN BLADE I BLADE IB
60 ±159 ±159 60 ±99 ±99 0 Engmeer Seal
72 ±132 ±132 72 ±82 +82 ALTERNATE TO PLATE o Pedro De Figue redo-PE 52609
84 ±113 ±113 84 ±71 ±71 I/8°X2'X5°6063-T6 ALUMINUM ANGLE 0ni MIAMI DADE APPROVAL:
90 ±I06 •±106 90 ±66 ±GG
108 ± 88 ± 88 108 ±55 ±55 MODUC1'REVISED
126 ± 68 ± 68 126 ±47 ±47 as complying with the Florid®
Building Cale
132 ± 62 ± 61 132 ±45 ±45 AecpmttaeNo)IF-9'F
— 5/3.03
144 +48,-52 +45,-47 144 ±41 ±41 RV• 13
162 1+30,-40 +28,-33 162 ±30 1+26,-30
Byii
hlltuo Dndc duct Cuntro
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMF
SHEET DRAWING#:
13 OF 13 15-146