HomeMy WebLinkAboutNotice of Acceptance MIAM MIAMI-DADE COUNTY r
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
(NCiTICE�OEACCEP_TANCE(NOA) www miamiaade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade.County RER-Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "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,hie.,dated April 07,2015,signed and sealed by Pedro Do
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.
CMIAMI•DADECO UN NOA No.15-0513.03
,.. , , �• /2/� Expiration-Date:08/14/2019
1_Approvat•Date:-08/27/2015 '
08/z 7 201S Page I
Just Shutter It.Inc. .
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05
A. DRAWINGS
1. Drawing No. 14-131,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through Il of ll,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
Figurfredo,P.E, certifying that the drawing(No. 14-131)prepared for Just
Shutter It,Inc.is engineering wise identical to N.A.S.A.'s generic drawing No.
14-019.1). - - - -- - -
- - __-- - 2� - NEW-EVIDENCE-SUBMITTED—--- —A. DRAWINGS
1. Drawing No. 15-146, titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07, 2015,signed
and sealed by Pedro De Figueiredo,P.E.,on July 30,2015,
Sefiny 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 tinder 15-0629.
C. CALCULATIONS
1. See Association's generic approval tinder 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 OS,2015,signed and sealed by Mr.Pedro De
Figurtredo,P.E.,cert6ing that the drawing(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"H t y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER:-
I:-=- JUST SHUTTER IT INC
J�-
1341 SW 5.MACeDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.
FLORIDA 3498498
3
LARGE MISSILE IMPACT RESISTANT Fax:(772)
Paz:(772)673-0588
WWWJU5T5HUTTERIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND
ERECTED TO EASILY ENCL05F AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUMSUPERNOVA
OVA
AND WIND BORNE DEBRIS(LARGE AND SMALL M155ILQ WITHIN THE ALLOWABLE DESIGNED ON SHUTTER
PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. LARGEACCORDIDI 4 SHIM
MALL
2-CODE:THIS PRODUCT HA9 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING:
ENGCO INC. CA 91,G
"JUST SHUTTER IT INC-PORT 5T.LUCIE,FLORIDA 5595 ORANGE DR.201
5UPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTER TABLE OF CONTENTS: DAV IE, PL. 33314
MIAMI•DADE COUNTY PRODUCT CONTROL APPROVED° Tel.:(954) OL.CO 04
sF1eEi .....- ..._ ..-bEse�iPT1oN
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED By I TABLE OP CONTENTS,GENERAL NOTES,USER INSTRUCTIONS �p"��������"'••:,+
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED ',,����' DE F1 +
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH 5HUTTER COMPONENT TO BE Q+,,.
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55 �� Q C /
SEPARATION TABLE 2 �Q '� s �!
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OP 0003-T6 ORAS NOTED. No.5 609 z
3 TYPICAL SECTIONS A,B 1.B2,53,54 WITH ANCHORAGE TABLES *t1 Ji*I'
6-FASTENERS:A55EMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF VI l f�j
4' TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES STAT F II
DRAWINGS.INSTALLATION AND LOADS AS PER THI5 APPROVAL. .� 4,6
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:
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES • JUL�8 p 2015
ANCHORAGE.
7.2-THE SITE JAMB AND CORNER SECTIONS'J°E SPECIFIC PROJECT CRITERIA,SUCH A5 BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE n9
E ee
snr Seal
- --REQUIREMENTS,DESIGNED PRESSURES ETC._ - --_ ,__ _
_
7.3-THAT THI5 APPROVAL I5 ADEQUATE TO THE SPECIFIC PROJECT. 8= LOCK MALE 4fEMAlE SECTI0N51"_=- -- _ ___ _ __ _ _ ___ __Pedro De F:gueuedo•PC 32609
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OP THE ANCHOR5 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL,
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHOR5 WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK5ECTIONS'N• PRODUCTREVISt D
_— --_-`FOR-WIND LOAD HAVE•BEEN=USED._=--. ------ --. -.__ —=,.-- - - - ecomplying with llwplorid:t
II BILL OP MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. BWldmg Cudo
Aooeliloncallo — -
Bzpl (onuale 019
USER INSTRUCTIONS: - 12 COMPONENTS py
M' D duel Con
I-DETERMINE PROJECT DE51GN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X°DETAILS lro
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE IA. DATE:04107/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER 5HEET5 3.4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING N:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT INC
TABLE I TABLE I A )N eLDR/•ExrePto 1341 SW 5.MACEDO BLVO
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE NI 4 NI B BLADES 6� PORT 5T.LUCIE
SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE1 498
100 1 1� FLOTal.RIDDA 3 2013-9919
BLADE SPAN PRESSURE(P5r) BLADE SPAN PRE55URE(P5F) W J ALL ALUMINUM-51 ADE5 Fax:(772)673.0588
INCHES INCHES POS _ 1 1J WWW.JU5T5tiUTTEPJT.COM
66 158 158 66 158 158 INTERIOR�FXTERIOR
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR/EXTERIOR
90 116 I I G 90 116 I I G s� COMBINATION SUPERNOVA
96 108 108 96 108 108 ALUMINUM/LEXAN BLADES D ALUMINUM
104 100 loo 104 100 100 `�° 100• BLADES CAN of ARRANGED IN MANY LARGE
SHUTTER
108 93 93 108 93 93 1 B B COMMINATION5 AS REQUIRED IMPACTED RATED
114 83 53 114 83 83
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 G8 126 68 68 ENGINEERING;
62 62 132 61 61
138 57 57 138 53 53 ENG.CO INC. QAaIIG
,'L44—i-48-1-59 144 45 1 47 INTERIOR/ERP_RIOR
01
150 41 48 150 38 42 5AVI ORANGE 3 14
IG2 30 40 162 28 33 1H-� 1D IB� DAME, ) 5-03 4
Tela(954)585-0304
...., .. NOTEsi ALL LOMBLADES ENGCOQAOL.COM
I-ACCORDION SHUTTER Bove SPAN(NICHES)TOR ALL MUDITIONS
2-PRE55URE.DESIGN VALID LOAD M) I B 1 B� rrrpnu•n�,,,�.
5'-LINEAR NNERMLAnoN 15 ACCEPTABLE POR DENGN VAND LOADS AND MADE SPAN DEME14 .rr�
TABULATED.VPlOE& .INTERIOR/EXTERIOR DE F/(j'e
4-USE YALE IA%THfR ONE OR MORE T(n I D BLADE 15 USED
5-BIAVERtKR=lD LSTALLATIOLIL5AUOWEDPORAIMOUNIEDCOtiDMON9 '7 7`f,.+�\"ENB�"'..
fl
TABLE 2 No. 26090
MINIMUM SHUTTER 5EPARATION FROM GLAZING
TYPIC-AL E=ATl0N- NP CI AL-CR055-_5f=CTION STAT` IF
A,B,C,D,E,CHIrX GLAZING SEPARATION (INCHES) '���. ,[
TDP TRACK .' ' "
Y BLADE TYPE BLADESPAN �1 ss��NAL rr�o,
<=6O" <-1041 <-162'
— JUL S 0 2015
T ALUMINUM 2' 2 3/4' 3.125°
v I Engmeer Seal
-- -< - - .� —GLsr.- - nueLEvnnoNs - ---
Z a ' �,urlm =Pedro De Flguemedo-PE 52609-
<
CIL
<330 ELEVATION 3' 3" 3° MIAMI DADE APPROVAL:
L, M. N
MOD=REVISED
-- u_¢-`_' " LE7(AN 2 I/8' 3° 3" u
< _ _. - - _ - - _ Lxmlyt)ing wldT the Flolsda --
• - `------ _-_ - -__--Building Coda-- - '--
�a � N��IF)AT10N �pli�liaiao"0513.0 4 ----_
LW- I.5EPARATION PROMCGLA2ING AREAS$HAU_BEMPh9URED lROM
--- ss sasGLA41F,s'SURPACT4�7JLRlt2RM05LD1ADE0$.lOCli-SUR ,
By
5s"'2=GIYh49 SEPARIC7F6113 APMCABIE PERTHE BVH:n 1Afv NJD�}' M3sni D un Ctrmro -
MWMWADE000NTICS).
h a•WHOI 5HUTTER 15 ASSEMBIEO%ATH OWH TYPES OF BLADES 7HE
�- LARGE5T GLASS SEPARATION SHALL APPLY.
DATE:04107/2015
A,B,Bt,B2,B3,84 BOTTOM TRACK 5CALE:NA
C
• D,E F G I,GH
DESIGN BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING N:
2 OF 13 15-14G
TYPICAL 5ECTION5 A,B 1,132,133,B4 MANUFACTURER.-
AND ANCHOR 5CHEDULE - -f 1/tB JUST SHUTTER IT INC
SECTIONA 1/4-14X1' GR5 SDS OR WZ 01pX3/4' TEKS
1/4-20X1/2' HHMS W/NUT ¢a AT 12' DC 1341'5W 5.MACEDO BLVD
BUILT•OUt ON ANGLE SPACED AT 12'13C w�" PORT 5i.LUCK
HEADER OR SILL
OPTIONAL FLORIDA 34983
11 SECTION B4 Tel.:(772)201-9919
OAOD 6 Fax:(772)G73-0588
t ADJUSTABLE TRACK
m � EMBED. -1,EliON REVERSE ANGLE WWV✓.JUSTSMUTTERIT.COM
= SILL ONLY
4: a a fr
01W k 6A 7 ANCHORS DESIGNED pILODUCi:
8 1� AS PER SECTION 84
ANCHORS DESIGNED ti 10 ' ON TABLE BELOW
AS PER SECTION A ti SUPERNOVA
,_�., a I/IB �Q ON TABLE BELOW Bq EXTRUDED ALUMINUM
= y 1/4-14X1'•GR5'SDS OR ACCORDION SHUTTER
SMALL
W. w '' 1/4-20X3/4' PHMS W/NUT fid, �_I IMPACTED RATED
w a SPACED AT 5'OC EMBED.--I
a 5ECTION B 1
y •A'TRACK ON t
1/IB REVERSE ANGLE
ENGINEERING:
SILL ONLY -I ENGCO INC. CAbIi6
:i•L•YSfc:. Z
1/18 5595 ORANGE DR.201
ANCHORS DESIGNED vn ECTION B3 DAVI PL. 3331 4
�.: AS PER SECTION Bt 810X3/4' TEKS ADJU57ABLEON Tel.:(954)505-0304
4 ..:—..., _- 11.._IJ.. ON TABLE BELOW -
`r y ':-:-_..;. .¢.. .. .. .. .. AT"12' OC STD.ANGLE - — ENGCO@AOL.COM -• .
a ._. w SILL ONLY
R
re Man 6 4� W ANCHORS DESIGNED
1/4-14X1'.GR5 SDS O •.•��•'•�,..,,M,,..,�G(/�
1/4-20X1/2' HHMS W/NUT z—EMBED. +I 1� s: AS PER SECTION B3 �•r 4�C NSA
SPACED AT 12'13Cs = 111 4' s y ON TABLE.BELOW .,.
ti , No. 2609
i I e
Z :p STA F
6A
4r; 10 j EMBED OP
•O� ��.
HrrFaf(�•P.
...
w MCHORS_.DESIGNED 1/4_14X1' GR5 SDS OR 7 y�'css�aNAL �`•••••
1/1B sr ��` AS PER SECTION Be
P° 16 '� 10N TABLE RECON " 1/4-20X3/4' PHMS W/NUT
1_ oarlaNAL rr a SPACED AT 5.00 JUL 3 0 2015
~ czm r '• V
-� -
-MAX.-BLADE-SPAN-IN INCHES Engmxr9eal
w Pedro-De Figuemedo-PE 52609_ _
411 :i EMBED.—+•I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSP)
SHEET 11 FOR ANCHOR TYPE MIAMI vaDE APPROVAL:
BASED ON SPACING IN INCHES ON CENTER
_ s SECTION B2 ANCHORAGE SPACING
- -=--- --1/4=19X1'_GRS_SDS_OR= _ 162 132 108 84 60 PRODUCT REVISED
1/4-20X1/2' HHMS N/NUT ----- ---': --,A TRAGKON— -- -- -..---_ --- _- -- _._E.1--E__-E1 _E_= 1 E E El A+�Wlyingwith The Florido
-&dldi Cbde-=
SPACED AT 12.00 STD ANGLE 14 40 31 62 3B 93 46 124 60 160 84 Aoapt�aaoc No f - S/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 1 0 98 ion Dole° �/9
A,81,82 8 40 40 62 62 93 81 124 105 60 146
B3,B4 6 40 40 62 62 93 93 124 124 160 160 MWn ue Contro-
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (1`5F) BASED ON SPACING IN INCH E5 ON CENTER
ANCHORAGE SPACING 72015
162 132 CICS-1 84 60 SCALE:NA
A Al B B1 IC ID A Al IB IBI IBI IC ID A Al B B1 C D A AI B B1 C D DC51GN BY:PPMF
SECTIONS 40 4 40 40 62 -- 62 49 62 49 (90' 22 93 60 92 60 116 29 124 77 118 77 1 0 40 160 l06 160 10
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 l60 l26 160 125
A.B1,B2 8 40 2 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 124 51 124 124 1 4 124 160 71 l60 L60 160 160
83,84 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 94 160 160 160 160 SHEEP 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 OF 13 IS-146
MANUFACTURER:
TYPICAL SECTIONS 15 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5%V 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tei.:(772)'201-9919
AS PER SECTION C Fax:(772)673-0588
ON-TABLE BELOW WWW.JU5T$HUTTERIT.COM
1 $ 3,3A W
I
.4 ;4' 7 PRODUCT:
_ `° 1/IB 5UPERNOVA
i- EXTRUDED ALUMINUM
w c`'Ia0 ACCORDION 5HUTMR
j two s.., .. 16
LARGE E SMALL
= OPTIONAL IMPACTED RATED
ANCHORS DESIGNED M
AS PER SECTION H z 1/IB
2,2A 11 fs W ON TABLE BELOW = a SECTION.C"T
WALL MOUNT-WITH ENGINEERING:
W" a ACr DEROR SILL R 3
HEADER ENGCO INC. CA8116
5ECTION B HE
BUILT-OUT ON 7j N 1/iB AVIORANGE 333�
REVERSE ANGLE 'ei EMBED•--� 4
HEADER OR. Y jI ..• 3�•ti�`+'+•w:. -,. _. ,-.Del.,(954) OL.CO 04
._._. .._ ..... ... .. ... .� ._. ._, ........ 1� •• Iq .... ..._ ,.. .. ENGCOQAOL.COM
' � II/IIIIIl11..IIII.i
1/4-14X1• GRS SDS OR 4 0 E ••
ENS
1/4-20X1/2' HHMS W/NUT. >u 3,3A �q .�•,t��\\G ��A•••'•
SPACED AT 12'DC m ,,•.R TOO
No: 2609 s
7' ANHORS DESIGNEDPER SECTION C'TABLE BELOW
..... 11•
L'•ss�ONAL �ac� .
MAX. BLADE SPAN IN INCHES ,......,1,..1
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE JUL R U 2015
ANCHORAGE SPACING MAXIMUM ANCHORAGC PRE55URE (P5F) BASED ON 5 P A C I N G IN INCHE5 ON CENTER
- - = 132- - - 108 - -D4 60 Engmeer Seal
A Al B B1 C D A Al B Bl C D A JAIBBl C D fAV AlPedro De Piguaredo-FE5260914 40 -- 40 40 40 62 10 81 60 AD'4 29 110 7 104 7 145 40 1 1 14 107
�EC710dS 12 40 ^- 40 40 40 40 62 21 62 57 62 57 87 70 8770 111 34 119 90 112 89 15 47 160 126 157 125 MIAMIDADEAPPROVAL:8&ry8 40 26 _ 0 40 40 62 32 62 62 62 62 93 87 93 86 124 iS Y 124 111 124 11 160 71 160 156 160 155 pp0UUC1 REViSL•U
40 35 40 40 40 40 62 43 62 b2 62 62 93 93 93 93 1 4 67 124 124 124 124 160 94 160 0coutplyingwiththeplotida
40 40 40 40 40 40 62 62 62 62 62 62 93 93 93 93 T24- 98- 124 124 124' 124 160- 13T 160 160 1 0 - --- liuitdingOndo- —--- -- - - -
Acceptance No/5�053.03
Bxpi tion Uatoo
MAX. BLADE-SPAN IN INCHES By
- - - - - - - Mune D ucUCnntrol
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRF55URE(P5F)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 1 108 84 1 60 DATE:04/07/2015
s E EI E EI E EI E E1 E El SCALE:NA
14 40f 31 62 38 87 46 11.160 157 84 DESIGN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 60 98
B 8 C s 401 4011 62 62 93 77 124 99 160 138
6 40 401 62 62 93 88 121_1131
24 113160 158
4 40 40 62 62 93 B4 124 108 160 151 SHEET DRAWING N:
4 O 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECT113N D AND ANCHOR5CHEDULE AS PER SECTION GH
ON TABLE BELOW —� ON TABLE. BELOW 1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
<ED) EDGE (ED) EDGE FLORIDA 34963
<< DISTANCE W DISTANCE Tet.:(772)201-9919
F
Eo. Eo. Pax:(7.72)673.0500
" 1 r 6A www.UU5T5HuTTERIT.COM
V/LED
W 2,2A TRIMMED N
810X3/4' TEKS 64
.T AT 12' OC TRI NEED PRODUCT:
-"'r-- INSLTMOUNTw1 `5UPERNOVA
-(ED) EDGE
":(RACK 2 OR 2A DISTANCE
2 FX(RUDED ALUMINUM
w 'HEADER OR SILL ACCORDION SHUTTER
"LARGE 4 SMALL
_ H SECTION E w r-
r!� °4� 1/1B ANGLE INSET MOUNT t; W I,�n IMPACTED RATED
III HEADER OR SIU. w
1/4-14X 3/4' TEKS
a SPACED AT 12'11C
W ENGINEERJNG:
Wz
.g l = ¢a SECTION GH ENGCO INC.
W P4 y ADJUSTA6LE MOUNT 5595 ORANGE DR.201
-ANCHORS DESIGNED HEADERISILL DAVIE, FL. 33314
M AS PER SECTION E Tel.:(954)505.0304
_ ... __. ION TABLE BELOW.. ENGCO@AOL.COM
N3,3A 1/414X1' GR5 SDS OR ',�r�pnn��i��q'••�
_ I SRACEDXAT212HOCS HMS W/NUT. +,O�IO� EH 'FZ%
F 1 wo 9F x�O TC
No." 2609
aW,
a
0 AL
MAX. BLADE SPAN IN INCHES �""'uep���„
SEE ANCHOR SCHEDULE ON JUL S O 2015
SHEET 11 FOR ANCHOR TYPE
S - - ANCHORANCORAGE PACING-_ MA.X-IM_UM ANCH_ORAGE_ PR_E55URE (P5F) BASED O_ N SPACING IN INCHE5 ON CENTER Engmeer5eal Ili
162 1 132 1 108 84 60 162` 132z 308--84-60 Pedro.Do Figueircdo c PE 52609_
It A f B I C I D I A IB IC iD I A I B I C I D A B C D A B C D s E E E E
16 22 27 - -- 27 33 -- 20 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 411 53 74 MIAMI DADEAPPROVAL:
12 30 36 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 S5 71 99
SEC_TIOA D _ 8 40 40 26 32 55 62 32 . 3 67 80 40 48 86 103 51 61 121 145 1 86 B 40 62 83 106 149 PRODUCT REVISED
6 40 40 3 40 62 62---43-- 52 --90- 93--53 64---115'-124-68- B ---160-160 95-115---6 --40 -62--93.124_160 __ ___osootnpty(ngy tN lho F7orl4o
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 buildio;Cada --
Acup1NiW1'o/7�-e`S 03
9 22 261 1 27 32 120 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 5 73
SECTION.E S 25 30 -- 31 22 -1 38 4 27 6 49 57 5 33' 8 BO 49 47 8 30 37 4' S 8 Dy
6 34 39 2' 23 4 4 30 28 5 5 36 5 65 76 47 4 91 106 65 6 6 0 SD 6 8 0 Mlwo D uat antro
4 40 40 36 35 62 62 45 42 76 89 55 S2 97 114 70 67 136 160 98 93 4 40 52 6%1 82 115
12 -- -- - -- -- 22 -- -- 23 27 -- 29 F10365
2 41 48 30 28 12 -- 22 2 9
NA
9 20 24 - 25 29 - 30 36 23 21 39 27' S5 64 41 37- 24 30 3J 7 66 DATE:04!07/2015
SECTION GH 8 23 27 -� -- 28 33 21 19 34 40 25 3 44 3Q' 61 72 46 42 B 27 34 4. 53 4 SCALE: B
6 30 36 2 21 37 44 8 25 46 53 34 31 5 4 82 96 61 56 6 37 45 55 71 9 DE91GN BY:PPMF
4 40 40 34 31 56 62 42 38 68 80 51 47 88 60 123 144 91 84 4 36 47 57 74 103
5HEET DRAWING g:
51OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 G,F AND I
AND ANCHOR 5CHEDULE -' JUST SHUTTER IT mc
-1 = 1341 SW 5.MACEDO BLVD
VO
PORT ST.LUCIE
= w FLOIUDA34983
a 1/1B m qd C710N�i— Te(,:(772)201-9919
wH jzzm"D MOUNT Fax:(772)673-0588
? F 51LL ONLY N WW.3U9T5HUTTERIT.COM
w H10X3/4' TEKS H
w AT 12' oc
gi Fn
I 5ECTION G w 1 ANCHORS TYPE PRODUCT:
Z I•, ADJU5TAI3LE MOUNT B,C-0R-D '`'"`"`�
y *ILL ONLY EDGECLI!ARANCE(EC) PACED-AT,48='QC•�� SUPERNOVA
3 I INTO CONCRETE-A'(3000 PSI CONCRETE) APPLICABLE FOR ALL LOAD E'XMDEO ALUMINUM
N I INTO WOOD-21/2'(WOOD 5G:0.55) 4t (EC) EDGE CONDITIONS FROM RABLE 1 ACCORDION 511UT1ER
.INTO METAL:2'(GdG37G&LuLKAs1mA3Gs= wj'—CLEARANCE 'LARGE tSMALL
t IMPACTED RATED
.'•r-,:;.,� ;: a,;t-rrm
(ED) EDGE
STANDARD LOCATION ~DISTANCE
ANCHORS SPACED 2 ALTERNATE LOCATIQN ENGINEeRING:
AS PER SECTION G ci ANCHORS SPACED
ON TABLE BELOW ( (ED) w AS PER SECTION G1 ENGCO INC. caallc
ON TABLE BELOW
I- E �i _ 5595 ORANGE DR.201
1/1BVI L 33314
z SECTION F Del..(954)585-0304
.... .... .._.. ALTERNATE (ED)
EDGE DISTANCE 'A'... ..... .._ ._... a.... _ ,. .. ,.... TRACK INSCT MOUNT _.. ._ ..... .. ENGC.O®AOL.COM
-�I Ei
w ;SILL ONLY 'rrrruunrn•�
�,. DEF
w a it
ANCHDRS'DESIGNED =a�`.CI�,,v�CEN,B"�k ��;'•E
AS PER SECTION F
y ') j ON TABLE BELOWNo 2609 + _
4 STA OFA t
.mss/ONAL
tqd• "" .mposrrrl
(ED) EDGE JUL S 0 29%
DISTANCE IsJ
MAX. BLADE SPAN 1N INCHES
r Seal
SEE ANCHOR SCHEDULE-ON - -
MANUrA=RM-
TYPICAL h-QRf20NTAL,-.,---
OPTIONAL
AMBANDd6R F SECTIONS JL-=---7Z-- JUST,%4UTTER IT iNc
SEALANT 1341 5W*.MACEDO,BLVD
FORT ST.LUCIE
MIN. (3) ANCHORS FLORIDA 34903
ANCHORAGE TO WALL SECTION J TYPE A B, C OR_p —
IS NOT NECESSARY L05E----1�7 ' -5 Nal 0—NJ I Tel.;(772)201-9919
!—JAM57C 4' FROMWENiS� Fax:(772)873-0588
!MALLMOUNT— AND ONE AT M —A
!MA
LM �DDLE— 5 6655up�i WWW.JU5TStiUTTERIT.COM
IN=MOUNT
(X2) #IOXI SDS lA
D EANDW I PRODUCT:
TRACKS
9 9A TOP AN BOTT13H
Ir—NN o 1;;;� SUPERNOVA
I WRLIDED ALUMINUM
I ACCORDION 5HUTTEF
> "m LARGE t WALL
IMPACTED RATED
It
mm
cu WGINeERWO:
TTOP & BOTTOM TRACKS FNGCO INC. CAOtf.;
5595 ORANGE DR,201
DAVIE. PL. 33314
Tel.:(954)585-0304
EN4CO6AOL.'COM
A
'401,
EN "
ANCHORS TYPE O
A, B, c OR D
SPACED AT 24'OC NO,52609
ui
(ED) EDGE
DISTANCE tib STA OF
foo—NLj
ii BUILT-OUT MOUNT ,.#I
21 OR 11 JUL 3 0 2015
- #IOX3/4' SS SMS ORE"Weer Seal
IA 3116' POP RIVETS -10,11,
SPACED AT 24'OC Pwcu o:,PC 52809
MIAW RADE APPROVALt
]PRODUCrMISIED
a omplying witli the rlorida
A"twoNolf 00713-Of
cu Oct ntm
VATIC:04107/2015
5CALE:INA
7 13R 7A DESIGN BY:PPMF
lB IB 7(,1,9> PUSH BUTTGM LOCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
51r1gff I)RAWNG,#:
7 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT IND
HD LOCK 58CTION5 L
1341 5W 6.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 3%4983
Tel.:(772):201-9919
�--� Fax:(772)673-0588
Wt^1W.JU9IaHUTTERR.COM
i:N5[NOTE:SHUTTER CAN BE LOCKED FROM �1 M
[X
N51DE OR OUT5IDE BY PLACINGLOCK OR OUT5IDE A5 REQUIRED. LOCK B DIOSECTION
y¢ CLOSE P051TION PRODUCT:
S°W _ SUPERNOVA
rn'A M(T WDED ALUMINUM
ACCORDION 5HUTTER
L , U41GE i SMALL
IMPACTED RATED
IR ENGINEERING:
EN6C0 INC. CA9t lE
I ) 5595.ORANGE DR.201
IB IB DAVIIE. FL. 33314
Tel,:(954)585.0304
.. Bq ,._ .. ,. ..._ .... ENGCO®AOL:COM .-.
•��fpui�uiq�q
6�� •••;•••'�;DE
COMMERCIAL MORTISE LOCK W/ �•`�0`� :CEgg'
EXTERIOR KEY OR THUMB TURN a NO 52609
AND INSIDE THUMB TURN ANCHORS TYPE . F
INSTALLED ON SHAPE :I( A, B, tC OR D
SPACED AT 24.00
STA OF �tai�•
ALTERNATE5ECTIONII
LOCK GLADE WITH
SECTION L STARTER BLADE 5ECTION lA �siS/ f
LOCK BLADE SECTION EN8ETi1ENT '•.,�«NAL ur••p
OPEN POSITION
` - - - - - - - -
Engmeer Seal
`-Peero De Figuavedo•PE526O9-
MIAMI DADE APPROVAL:
tj 011
n
------- ---.._._-.. .- -- --- - t� a----- ------
--- - -- ---------- - - - ----- PRODU vTSP,D
-------- — - - .wwmplyitttt with lite
Building Cade
Aeeeplanec
8tipi Ion Hato o )9
e BA
Drr
GA—/ - - - - - - - - - B - - MlamiD uct tnlro
B )JIB
DATE:04/01/2015
COMMERCIAL MORTISE LOCK W/ SCALE=NA
EXTERIOR KEY OR THUMB TURN DE51GH BY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ ( INSTALLED ON SHAPE B
IB EXTERIOR KEY OR THUMB TURN )B SHEET DRAWING N:
AND INSIDE: THUMB TURN
INSTALLED ON SHAPE 8 8 OF 113 15-144
MANUFACTURER:
TYPICAL HCRIZONTAL-� --� JUST SHUTTER IT INC
UNIMATE L•OCK:SE&tI0N5•M----'�
LOCKING PINS APPLICABLE 1341 9W 5.MACEDO BLVD
ONLY AT OPEN POS 1T ION PORT 5T.LUCIE
TO SECURE STACK FLORIDA 34983
Tel,:(7'72)201-9919
Fax:(772)673-0588
,-fu 7A WWW.JU5TSMUTTERJT.COM
N
NOTE:SHUTTER CAN BE LOCKED PROM
INSIDE OR OUT5IDE BY PLACING LOCI. AI SECTION M---I- � PRODUCT:
IN51DE OR OUTSIDE AS REQUIRED. 6�- LOCK BLADESECTION_.,.
W ui
e�osE;eoSmoN` 7A _ 5UPERNOVA
s 4 EXTRUDED ALUMINUM
WW ACCORDION 5tiUTTER '
y W LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENCCO INC. CA81I6
7 OR 7A 5595 ORANGE DR.201
ru D'AVIE, FL. 33314
,,. Tzi.:(954)585.0304
1 •_ .. _ .. ... ENGCO@AOL.COM
IBJ ••- ` � •- 1/4-20X3/4'TNUMB SCREV
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE p+irMn.iiyiq
DRILL AND TAP.DPPOS.TE 1/4%I 3'/2 PULL PIN �,i+
6 3� BLADE TO RECEIVE SCREW
INSIDE OR OUTSIDEDE 11-1
BRILL
(19) PUSH BUTTOM LOCK i++�f,,,�`C•ENS�
LOCATED ON ACCORDION. £ �t73
INTERIOR OR EXTERIOR SIDEINO.5260.9
ALTERNATE SECTION M I L.e
STA
SECTION M LOCTC BIADEwlrn °�O c
STARTER BLADE 5Ecr1oN \ [0 R 10,,° +•
' LOCK H}ME 5EGTIOFf �.�` "�•,,,,.,..... \d
(T OPEN POSITION
ysS/
ANCHORS OR
ORP
AD JUL E 0 2015
7 OR 7A SPACED AT 24.0E
Engineer Seal
-- - -- - - - '- - ---- - ---- -
-- -_-- - -- -- -_-- -- - _- PedroDoe Rgeveda
-ftC 52609-_
7 OR 7A-,,,, IA ODEDMCNT� MIAMI DADE APPROVAL,
1.a PRODUCTROVISOD
yeudde'ithFlorida
u� 7 OR TA B -- --��tt�- --_—� ------
1 "
ado _ Con ro
IB PUSH BUTTON LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR IE%TERIOR SIDE
DATE:04107/2015
SCALE:NA
DESIGN BY:PPMP
1 1 '
1B 1� 1D
SHEET DRAWING#:
9 of 13 15-14G
MANUFACTURPR:
TYPICAL hORIZONTAL 5ECTION5 JUST SHUTTER IT In
STD LOCK 5ECTION5 N
1341 SW 5.MACEDO BLVD
PORT ST.WCIE
FLORIDA 34983
Tel.:(772)201-99.19
Fax:(772)673.0588
NOTE:SHUTTER CAN BE LOCKED FROM NWW.01,15TSHUTTERIT,COM
INSIDE OR OUT5IDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE AS REQUIRED. to LOCK BLADE SECTION
N w CLO5E P051TION PRODUCT:
�a SUPERNOVA
EXTRUDED ALUMINUM
�^rn ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
`a ENGCO INC. cAellc
L I 5595 ORANCE DR 201
1B 1B 5<
DAVIE. PL. 33314
1024 ToL:(954)585.0304
.... . .. . .. . .. ... -. ... - ENGCO®AOL.COM
r•••
c•vcr��CEIVs�kF/ Lq
j No 2609�1
ANCHORS BDPD
A, ? 3
Di
Z
SPACED AT 24'DC �tltV•rr
ALTERNATE SECTION N I %'s W�O R ,,p''G��•r•
SECTION N LOCK BLADE WITH
LOCK BLADE SECTION STARTER BLADE SECTION IA- •,�CONAL off" $0'
OPEN POSITION -ENBEOhffNi
JUL 3 0 2016
- -- - _ - - -
Engineer Seal
- - "'- - - ---- -- - - _-- --- -- -�.---- Pedro De P.guevedo-PE 52609 ;
MIAMI DADE APPROVAL:
r�a PitODUCfppVISBD
�+ kith the[4odEa '
--=-- .puIMMgCoAe----------
Aaegltrnw No�5.05 3.0-3
E* ion l7VeAT
�9
- - - -- - - - - -
22A-/ 22 - D uc Contro
� 1
` IH�
22A-/ 22H DATE:04/07/2015
22 SCALE:NA
DESIGN BY:PPMF
IH IB I '
SHEET DRAWING#:
10 OF 13 15-14G
MANUFACTURER:
T,,—PA BLADJUST SHUTTER IT[NO
BILL OF MATERIALS
tj
1341 SW S.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUF TURER PORT ST.LUCIE
l213A B E 63.6 N,A FLORIDA 38983
16 p,Tg IA 9TARTERBLADE 56063•T6ALUMINUM N.A.S.A. Tel.:(772)201-9919
IWK IB COMPOSITEBU+DP X6063-TG/LDUJJ N.A.S.A.
I C FLOATING STACK BLADE tG063•TG ALUMINUM N.A.5.A-
ITEM
.A.5.A Fax:(772)673-0588
? l4 c 2 CEIUNGT CK b063-T6 ALUMINUM -N.A.5.A-
111
.A,S.A WWW.JUST5HUTTERIT.COM
3 112'WALL MOUNT TRACK =GB-T6 ALUMINUM 1 N.A.S.A.
19A 2'WALL M LINT T CK :6063-T6 AL MINUM N.A.S.A.
4 RE TRACK. !GOG3-TG I N.A.S.A.
5 RECE EDT K !6 ^o3-T6 AL INIJM i N.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 16O63-TG ALUMINUM I'� N.A.S.A.
GA ADJUSTAB.EMALET CK 16063T6ALUMINUM N.A.5.A. 5UPERNOVA
'I I" 7 UNIMATE LOCK BLADE W/O LP 16063-T6 ALUMINUM I N.A.S.A. EXTRUDED ALUMINUM
0.14 7A UNIMATE OCK DIADS W/LP !6063-T6 ALUMINUM N.A.5.A. ACC0.2DION 5HUTTER
8 IID FEMALE LOCK BLADE '6063-T6 ALUMINUM N.A.5.A. LARGE 4 SMALL
8A HD MAZE BLADE '6063-TG ALUMINUM I N.A.5.A. IMPACTED RATED
iv 13-91 OXY HH 8B HD ADAPTOR FILLER 16063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9 I'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
410 STAINLESS 57EEL 9A 2'JAMB CL05URE 6069 76 ALUMINUM N.A.S.A.
10 1/4-2X ANGLE :6063-T6 ALUMINUM N.A.5.A.
ENGINEERING:
II I/8.2XCN •6063-T6 ALUMINUM N.A.5.A. ENGGO INC.
0.19 12 WHEEL C RIPR .PLATED—STEW NYLON N.A.9.A. CA BI l6
511E 13 #1 OXY HN BLADE SCREW 410 STAINLE55 STEEL N.A.5.A. 5595.ORANGE OR.201
13A M I OX21 tift BLADE SCREW 41 O 5TAINLP55 STEEL N.AS.A
DAVo 14 0.44'DIAM.FLAT WA5HER STAJNLE55 STEEL N.A.5.A, Tel.;(, ) 5.03333 4
111 15 0.46'0 x0.93'BU5HING NYLON N.A.5.A- _ Tel.:(CO OL.CO 04
16 0.46'0x'0.65'WHEEL BUSHING NYLON N.A.S.A-
19
.AS.A PNGCOQAOL.COM
14 1 19 rush-BUPTOM LOCK
IB 14 20 12k8'3 EEL 5PACER NYLON N.A.5.A ttpA""'�••••
16" r: 2141 116'-1X2'1X2.5 IX4 1.5X3 ANGLES 6063-T5 ALUMINUM N.A.S.A.
22. 5TD FEMALE15
�TICBALALVMINVM �� �'•,,....••...,,W�
13 13A 0.14 22A•• STD MALE LOLCK BLADE OCK P 6063 T6 ALUMINUM N.A.S.A. '"k C Efdjq"••.. ,,S
• „V F
13A-FtOX2'HH 228 STD LOCK KEEPER 6063-76 ALUMINUM N.A.S.A. SQ 13
BLADE SCREW. P1o:52609
41 O STAINLESS 510EL
0.5009 e
0.4 m 'JT l ATE O
0
0.4 0.390 .�{I¢
Q 120
0.390 -LY 11,1 Q 44 0.63 �ss�bNAL ���•'��'
N a� � a-. M T O -4— ��N",gol/�/lot
�`f -� a d d ( JIYI. 3 0 2015
Y-��—O�.�3�7170� 10 T N T 14-0.03'X0.414'fn _ _ --- - - - - - - - -- - - --- -__- - ?Engmeer Seal
d '�`_'i d d d d 57A1NLE55 5T6EL -Pedro De Plguelredo=PE-52609-
H FLAT wAsHER ANCHOR SCHEDULE
16-.46°10 X.65' 15-.4V O X.93' T me DESCRIPTION IEMB E.D. MIAMI DADS APPROVAL:0,50 NYLON WHEEL BUSHING NYLON BU5HING
-=20-1/2'm-X-0.36•-
SHUTTER COMPONENT5 MANUFACTURER:
4.56 -3.92 JUST SHUTTER IT INC
4.54 4.08 3.23 0.46
� 4.09 ; 134 I ST. 5.MACGDO BLVD
1.24 1.99 0.6{ 2.85 PORT ST.LUClE
o o.97 0 o FLOP DAZ4983
e°Du o o '� 0 0 o Tel.:(772)201-9919
Pax:(772)673.0588
o WWW.JUST5HUTTEFJT.COM
p• I B-COMPOSITE
)-0:05"AGCORDIOWBI-i a $ ALUMINUM/IBPEO BLADENATEAPPROVED 7A-UNIMATE WI LP
oT 1.43 o Lt7U+N POLYCARBOAS PERNOA 13.0717.01UNIMATE•W10,1P LOCKING BLADES 0.41
m %L102UV CKING BiADW S PRODUCT:
IA-STARTPJtB1ADF-•-
�A 51 2.31 • SUPERNOVA
4.61 s L�l' 1.77 pp` .51 1.S6 o Q D6 0 ACCO ION SHURUDED TNUM
TER
�4.08 r w I.0 LARGEE SMALL
@p d � w � IMPACTED RATED
- e.86 T T
$; 8B-ADAPTOR FILLER
USE WITH 8 AND 8A
@p 1 C-0.05'FLOATING STACK 01ADE 0 07 0.61 a N mILR. o 01 d='i 1.99 ni ENGINEERING:
2-INSET TRACK W/NT CIPTIOIIAL
3100 ENGCO INC. rl aI l�
HEADER/SILL MOUNT -0.64- 5595 ORANGE DR.201
0.l3 0,OB LO MALE LA I.00 0.60
DAVIE, PL. 33314
2.1-INSET TRACK W/O RG LOCKING BLADE Tel:(954)585-0304
ALTCRIIATC CALK HEADER/SILL MOUNT 8-FEMALE HD - •• '' ENGCOQAOL.COM
CND RECEPTIL4 "T"- LOCKING BLADE
TRAM 3[11 `� .83 cMi ..,� -5c-RfCF SED SRACV'I ''', E�
3A AND 3A 1 .0 - �51Ll5lrA0UNi-ONLY-.� ��Q ' ....5
_I aiD o e.6 z.el !�� "' �d,p •�\ EH �•,,,,F/ "'
d + c - 4, %p
0.•10 aG6 0.77 OZ No. 2609' $$
d 1V;0.
2.93
2.al0.79STAT-o.o7ro. I �s 2 a X1i ,ti .� 9B-HD JAMB CLOSURE '
I 1 a d a
� ^y 3A-2'BUILD-OUT TRACK OPTIONAL
_ d mar, - �' PIPAOER/91LL MOUNT a 6 I -r d •���asn�dlj/
&L
ole° _ �-I- SA,I.z BDTRACK W/O 22B-LOCKKEEPERIN5ERT --- 2-70-� JUL 802015
.SB 0.61 RAIN GUARD(RG) 2-FEMALE 5TO 22A-MALE STD BGLOSURE
0.07 LK1NG LAW LOCKING BLADE. N Engmee
--__ - --- - ---- RG.--__. .- -_ -. _ -----_ .. -- -- ----- - - -- -- _ "-
2 I' `
- - ' - -- LO
- - r Seal
OPTIONAL - - - -[De-P g6aredo>PE 52609 --
3 I /j*,BUtLT q&)?ACK
R7 U�PAOUNT' 3.70--- MIAMI DADE I
3.1-I'//}'DO TRACK W/O 2,43 2.07 -- �- 9A 2 JAMB CLO5URf PRODi7CTRCY1S1iD APPROVAL
;RAIN GUAR.D(RG)'--- _-._.._-...�,=--=- - `-- - - 0.,09-- -- --- ----_-�..____._.-- --- --__,: -- - _---_--_-uwmpf wiUl Ito F•LddAa-----_.
0.125 0 25
-- - - -
--
�D.96 �l�9["i - 0.06
- AccepLaC do -
0.61 E��^-n L�o39
�- z z x
-- - -- - 0.06 -- -h -- -- - -- - - - - -- .: -- s -•- - - - - ".'� -- - - - - 21-I/t6.1IHICKANGLES-- Br .o )3 -- -- -
e No
fonUnto �
0.61 d o o 6063-T5 ALUMINUM ALLOY
Imleml uM Centre
' o i o o i� SIDE CLOSIAE USE ONLY
La 0.B3 NN I �� ?o
c 0,07F'2'.',9, 0.07 2 3.36 '0.75 N - DATE:04/0712015
SCALE:NA
TI GA-ADJUSTABLE MAID DESIGN BY:PPMP
0.95 L 1T3 1.29 6-ADJUSTABLE FEMALE HEADER/SILL MOUNT --2.0--� I
3.37 HEADER/SILL MOUNT
51-I8Ef DRAWING/t:
ILL�i1DI1NT ONLY -I-=. -THICK=ANGGES IO-1/4'THICKANGLE5 �1' OR 1.S'� 12 OF 13 15-146
60 46 ALLIMINU(v_1-91LOY 6063-T6 ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT INC
TRACK 2 OR 2A IN5L`T MOUNT
SECURED TO AN ALUMINUM PURE 1341 5W S.MACEDO BLVD
BETWEEN WOOD TRLJ55ES PORT 5T.LUCIC
FLORIDA 34983
Tel.:(7.72)201-99)9
Pax:(772)673-0588
W W W.JU5T5HUTTERIT.COM
0.63 0.62
1.25 -1,25 1,25 5,00—�
-(4 PER RAFT9R) -7� N PRODUCT:
1/4'X 2 1/41FH TAPCONS f d SUPERNOVA
WITH 2' MINIMUM )/4'X5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
'
--5.00 IMPACTED RATED
cu-
m 1/4'X5' OR 1/,S-XS' 6063-T6 d
ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO p1�1/�
T RAFTERS AT MAXIMUM 24' DC ALTERNATE TO PLATE ENGCO INC. CA 611
SEE TABLE BELOW FOR SHUTTER 11?4'X2X5"G063-TG ALUMINUM ANGLE N 5595 ORANGE DR.201
SPAN & PRESSURE DIAVIC, PL. 33314
i
z 1Tel.;(954)585.0304
W 1/4'-14X 2' SELF DRILLING SCREWS ENGCO@AOI..COM
G� a z SEE SHEET 5�MOUNT TYPE D
n Q a ANCHOR TYPED FOR ANCHOR SPACING
1/113
P E P/�,�
ENSF / e
2609q Ln
cu
:*
3 STA pF •tV
!18X5'6063-TG ALUMINUM PLATE 'q�� [OR 'D
ALLOWABLE DE5IGNED PRE55URE5 ALLOWABLE DE51GNED PRE55URE5 `��ONAL `
FOR5ECTION X WITH 1/4'ALUMINUM PLATE FOR5ECaON X WITH I/8'ALUMINUM PLATE
BLADE MAXIMUM DT51GNED BLADE MAXIMUM DE5IGNED I 5.00——�{
SPAN P55URL P5P 5P'N PRE55URE P5F) a JUL 3 0 2D15
I I
RE
IN BLADE I BLADE IB (IN _ BLADE I BLADE IB neer Seal
- -- . 60 +159" _ -.+159 _ 6O .. ±gg- :L - = - - - _-- - - 9 _
_ - - - - - -d- D-P�- d PE 52 -
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o PC ro a iguare o- 609
84 +1 13 ±1 13 84 ±71 :t71 118'X2 X5.6063-TG ALUMINUM ANGLE
di MIAMI DAVE APPROVAL:
90 ±106 ±106 90 tGG ±G6
108 ± 88 ± 88 108 ±55 ±55 PRODWCr REVISED
._._+ ._-+-. _-._,._. _ __ .:-- ._i, -__—._ _-= --__`=- -_- ____- --__-- -- --- - _ -8:ai CmlwilhtheFlorida -
126_` . _.-G8 _ _ .68..._ 12G- ±47- _47
132 ± 62 + 61 132 ±45 +45 Aealir�vtealVo)
144 +45,-5 +145-47 144 ±41 ±411 Won oat f9
162 +30, 40 tr 28,-33 162 ±30 +28,-30 p�
Undo uc Convoi
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51225 DATE-,04/07/2015
SCALE:NA
DESIGN BY:PPMr
SHEET DRAWING k:
13 OF 13 15-146