HomeMy WebLinkAboutNotice of Acceptance I
MIAMI-DADE MIAMI DADS 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
NOT CE- CO AIS'CEPTANCE (NOA) v.miamidade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Part 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
revolve,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 NOAInumber,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 NON;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.Maar,P.E.,M.S.
�
MWMtDADL=couNTY NOA No.15-0513.03
'�. 1`/2r' ��� Expi�,rationDate08/14/2019
Approval-Date-081
08/Z7/?-0)5' 2712015
Page I
Just Shutter It.Iuc. I"
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
VI
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL- 1414-0708.058.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I 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 01,12014, 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.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.
14,
my 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
i
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 drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA.'s-generic drawing(No.
15-113)and complies with FBC, 2014 Edition.
I
I i
I
I
''HiKy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
I
• I I
MANUFACTURER:-
JUST SHUTTER IT INC
1341 5W 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER F°owDA34T.9 3
LARGE M 1551 LE I M PACT RE515TANT FaxTel:(7 2) 73-05 19
Pax:(772)673-0588
WW W,JU5T5HUTTERIT.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 20 t 4-HVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER-DESIGNED,CONSTRUCTED AND 5UPERN OVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED ACCORDION SHUTTER
PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. LARGE i SMALL
IMPACTED RATED
2-CODE:TH15 PRODUCT`HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. cAellc
5595 ORANGE DR.201
`JUST SHUTTER IT INC-PORT 5T.LUCIE,FLORIDA TABLE OF CONTENT5: DAVIE. FL. 33314
5UPE.WIOVA EXTRUDED ALUMINUM ACCORDION 511UTTM Tel.:(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED° DESCRIPTION --• - ENGCO®AOL.COM
SFIEFi ' ,
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-BYA
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES.USER INSTRUCTIONS �`�4pE F/,
PRE566RE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH 5HUrTEP.601v PONENT TO BE 2 •TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. 1 A AND GLASS .` kip840
USED. SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORAS NOTED. *
3 TYPICAL SECTIONS A.B 1.B2,53,134 WITH ANCHORAGE TABLES No.6 609 *1
6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF
HIS APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES STAT F
DRAWINGS.INSTALLATION AND LOADS A5 PER T
'p0� Aj
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 t Fs ''•R "" C�;�d��
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 1 I WITH ANCHORAGE TABLES �""••��••^r
ANCHORAGE. JUL 8 0 Q 2U15
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOAD5.LOCAL CODE 7 JAMB AND CORNER SECf10N5'.P'
_ _ _ Engineer Seal
REQUIREMENTS,DESIGNED PRE55URM ETC. 8 LOCK MAL 4 FEMALE SEGTIONS'L° — - Pedro De Fgueiredo-PC 52609
7.3-THAT THI5 APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT.
8-33 1/346 INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OP THE ANCHORS 9 LOCK UNIMATE SECTIONS°M' MIAMI DADE APPROVAL,
FOP THIS PRODUCT APPROVAL HOWEVER,WOOD.ANCHOR5_WITH 1.6 LOAD DURATION INCREASEPRODUCPRBVISED
FOR WIND LOAD HAVE BEEN USED. _ - 10-- STANDARD LOCK SECTIONS RN'
o
__ _ mmpfyi�wilht6oFlorid
- "- - - .. - Balldingech
11 BILL OF MATERIALS,ANCHOR SCHEDULE 0 BLADE ASSEMBLY. AmgAwwXo 0513,03
BI�3 ionUale
USERINSTRUCTIONS: - 12_ -COMPONENTS _
M D duel CaiNra _
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X°DETAILS
2-CHECK BLADE SPAN AL OWABLE DF51GN PRE55URE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS S.4,5 G G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING A:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUPACTURMT'
JUST SHUTTER IT mc
C � TABU I A C� INtCR OR-j PXMRK)R1341 SW 5.MACEDO BLVD
MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE N 1 0#15 BLADES 68 PORT ST.LUCIE
SHUTTER SPAN X PRESSURE 511UTTfR.SPAN X PRESSURE100. FLORIDA 34983
_ i-•� 1 i-"\ 2
BLADE SPAN PRESSURE(P5F) BLADE SPAN PRESSURE(PSP) Tel.:(772) 01-9919ALL AL UMINLIM•BLADE5 I'm(772)673.0588
INCHES G INCHES �" _G I 1 ! WWW,JU5TSHUTTEFJT.COM
60 I go- 160 160
66 158 158 6G 158 158NTEfK?R7EXTEPJOR
2 -T-44 144 72 ..144 144
78 133 133 78 133 133 PRODUCT:
84 124 IN 84 124 124 iNTERtORl EXTERK3R 65
90 I IG I IG 90 )IG 116 8 SUPERNOVA
9G 108 108 96 108 108 1 1 I COMBINATION EXUPEDaLOVA
104 100 UMINUM
100 104 100 )00 rbo too, ALUMINUM 1 WDWN BIADES ACCORDION SHUTTER
CM BE 108 93 n64 MW
93 108 93 93 " tEst WRARM A5 Re�oc 0D SAM d SMALL
114 83 83 114 88 83 1B 1B IMPACTED RATED
120 75 75 I20 75 75 INTERIOR/DTERIOR
126 68 68 126 68 68
132 62 62 132 61 G I ENGINEERING:
!38 57 57 138 53 53 ENGCO INC.
alts
T44-^— 48_— 52 144 45 47 INTERIORIEXMOP,
')50 41 48 150 38 1 4255,95 ORANGE
3 R.2 11
162 30 40 IG2 28 33 IB iB-� IB
._... .. ... ...._.. _.___.. .__ __. .. ...__,mm _ _el• 54 5850304
NOTES: :. N _ ... _ .. A=LEXAN BLADES T ENGCOQAOLCOM
I-ALCOWWOt1 SHUMR BLADE SPAN BNCWS)TOtMa CDNDMONS I B I B
2-PRPSSUNr•tMA1VtSt 0415 ARCO(PSP! s'rtt LNrHsuq� y e
S-TADLg TED,t kbfS. 15 AC.fYf`I'ABtE POP.OP5tDN WINS WADS AND BLODE SPMI BER4CW r,*.
• DE je, '
TABDAATE IAAl1)ES. INTERIOR/EXTERIOR W
4-tuEYABP1:tAVMOt SNC pRtdOPPT1TE iBBiAIIEtSP� .. AW�� .
S.DIASC REVT.RSED INSTALLATION IS ALLOWED EORAla MRUNItl>cowm0N9 yayf4N V, f'�� L
TABLE 2 No. 2609
TYPICAL-EI EVATION MINIMUM SHUTTER SEPARATION FROM GLAZING *#
t`•.�,,,_EL1-- fT1fIGAL.CR,)55-5EcnoN— �(f ai STAT F °K
A,B,C,D,E.GH X .'A0@yQ
TDP TRACK GLAZING SEPARATION (INCHES) OR
BLADE
~~. BLADE TYPE BLADE SPAN oil
a
<=601 <=I • <=162'
¢— - ALUMINUM 21 2314' 3.125' JUL S 0 2015
t6 «� cusx ALL ELEVATION5 Engineer Seal
a ' N =26 - - - Pedro De Pq3 redo-PE 52609
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t W >V ELEVATION Da)diag ODde- - —
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3-WAR 5T 0ARR ASRAVO D WDH APITT0YLS OP BAADC3 THE
IIIII Elm LAP.CLST 6LA55 SLPARATt015HAu APKY.
BI,82,$3,B4 DATE:04/07/2015
C D E F G I GH BOTTOM TRACK SCALE:NA
DE51GN DY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING#:
2 OF 13 15-14G
MANUFACTURM'
TYPICAL 5ECTION5 A,51,132,133,B4
AND ANCHOR 5CHEDULE - -� 1/1B JUST SHUTTER IT INC
1/4-14X1' GRS SDS OR Qz VIOX3/4' 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 12'13C w'^ PORT ST.LUCIE
HEADER OR SILL 16 FLORIDA 34983
OPTIONAL
2,2A- it t.xm 6 AWUSTOE RACK Tel.:(72) 73-05 8
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ON REVERSE ANGLE WW1 JU5T5HUTTERIT.COM
mEMBED. w SILL ONLY
7A
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ANCHORS DESIGNED H 10 sT ON TABLE BELOW SUPERNOVA
AS PER SECTION A
z F+ ON TABLE BELOW %; " EXTRUDED ALUMINUM
w a 1/lb 1/4-14X1''GRS'SDS OR ACCORDION
SHUTTCR
y y 1/4-20X3/4' PHMS
SPACED AT 5'OC W/NUT .. LARGE cSMALL
w w� '. IMPACTED RATED
y EMBED.--I
SECTION B I
H 1/iB 'REVERSE ANA'TRACK GLE u ENGINEERING:
SILL ONLY ENGCO INC. CAOIIG
rqo is1: riot•
¢ 1/1B
5595 ORANGE DR 201
ANCHORS DESIGNED H SECTION B3 DAVIE, FL. 33314
AS PER SECTION Bl 56.1 #10X3/4' TEKSTel.:(954)585-0304
AUUU5TABLE ON 4 _ _,.. ..__. 11-� + ON-TABLE-�BELOW �:-:-....� . .. AT'12' OC ....... STD.ANGU' - ENGCO�AOLCO?A SILL ONLY iANCHORS DES]GNED �� �1/4-14XI'.GR5'SDS OR -- 6 L'' �`w AS PER SECTION 831/4-20X1/2' HHMS W/NUT EMBED. ^ FjON TABLEBELOW L
SPACED AT 12'OCNo. 2609wq *TT
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W oPT,aNAL e. W SPACED AT S'OC JUL 3 0 2015
_ _ �• v Q Engmwr 5-1
H L MAX. BLADE SPAN IN INCHES - - Pedro De Pquaredo=PE 52609
4 11 :i EHBED.� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON 5PACING IN INCHES ON CENTER MIAMI DADS APPROVAL!
- --- SECTION 82 ANCHORAGE SPACING 162 132 108 84 60 IPRODUCPREVISM
1/4'-14X1' 6R5 SDS OR - -- - a�mmplyingwid�limFTmido
1/4-20X1/2' HHMS W/NUT 'A'TRACKON s E1 E E1- E El -'E 1 E 7 ngObda-
sTD ANGLE 14 40 31 62 38 93 46 124 60 160 841di
SPACED AT 12.00 Aaepl�o No 5-0513-03
SILL ONLY SECTIONS 2 40 3 62 4 93 54 Ib0 70 160 98 IonDmeo 'j�al9
A.B1,B2 8 40 40 62 62 9NL24 1 S 160 14617
-B3,84 6 --40 -40 62 62 9124 l24 160>160- DJ,yv
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 9124 l24 160 160
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UI,E (P5 F) 5A5E0 ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/07!2015
ANCHORAGE SPACING 162 132 1 08 84 60 SCALE:NA
A El B1 IC ID A Al B B1 C D A JAI B BI C D A Al B B1 C D A Al B B1 C D DE51GN BY:FPMF
14 40 -- 40 40 0 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 9 124 77 118 77 1 0 40 60 106 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 69 160 47 160 126 160 125
A 81,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 24 124 160 71 16 160 160 160
83,B4 6 40 35 40 40 40 40 62 43 b2 62 62 62 93 52 93 93 93 93 ]2 67 124 124 ]24 124 160 94 160 160 160 160 SHEEPJHI
INGN40 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 1b0 160 160 3 OP 13 146
'
'
�
- _
MAX. BLADE SPAN IN INCHES
!
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,If 4 GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION D AS PER SECTION GH
ON TABLE BELOW ri AND ANCHOR 5CHEDULrz ON TABLE BELOW 1341 SW 5.MACEDO BLVD
(ED) EDGE Ld FORT ST.LUCIE
M (ED) EDGE FLORIDA 34953
DISTANCEx
Li DISTANCE Tal.:(772)201-9919
rox:(772)r.73-0588
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AT 121
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z HEADER OR SILL
ACCORDION 5hUTTeK
LARGE 4 SMALL
SECTION E tj t
1/18 ANGU!INSET MCVW IMPACTED RATED
tit4DERORSILL
1/4-14X 3/4' TEKS
/4
SPACED AT 1210C ENGINEERING:
f-515CTION Gh FNGCO INC.
ADJUSTABLE MOUNT $595 ORANGE DR 201
ANCHORS DESIGNED tir-ADER SIU-
rI AS PER SECTION E DAVIE, PL. 333 14
Tel.:(954)555-0304
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No
No.' 2609
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MAX BLADE SPAN IN INCHES
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MAXIMUM -ANCHOR AG E- PRX-55U RE (PSP) 5A5ED ON 5FACtNG IN INCHES ON CENTER, C"mwr ScgI
ANCHORAGE SPACING 162 —Isp 108 84 6 1 1621132 1081 841 60 Feko De f'quweJa-PC 52609
EDGE
DISTANCE
ANCHORS DI
1 E ON
R
TYPE
SPACING
A'NCHOj
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16 ea 27 33, 1-- Idu 34 1 40 1 FO 124 43 52 125 131 60-72 36 43 16 28 34 41 53174
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2 —
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9 25 23 121 1 11 1 - DATE:041071PO 15
-9— — -�41 37 24 30 3
SECTION GH 36 1'7 64 E� --§-- 7 47 66
-- 33 0 40 25 123 1 44 J5"9 1 61 7 46 142 8 27 34 41 53 74 5CALE:NA
—28 I� 33 5 1
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5tifu DRAWING 9:
5 Of 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 G,F AND I JUST SHUTTER IT INc
AND ANCHOR 5CHEDULE
1341 SW 5.MACEDO BLVD
' 1/1 B PORT 5T.LUCIE
Z s w� FLORIDA 34983
Q. I/IB B a¢ SECTION I Tel.:(772)201-9919
Q. w o. RPCE55ED MOUNT
N SILL ONLY Fax:(772)673-0588
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w I-
_ ¢ #IOX3/4' TEKS = WVJW.JUSTSHLTITERJT.CO
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m AT 12' oc H Sao
L' ��- I -� PRODUCT:
mm SECTION G 'a ANCHORS TYPE
_! ADJUSTAeIf MOUNT A, B, C ORD SUPERNOVA
H SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'OC
I INTO CONGRETE-4"(3000 PSI CONCRETE) ` APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
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T IMPACTED RATED
rrmI ti
<ED) EDGE
:.5��,,.�..-;,,,,t., , ...,•.,�- DISTANCE
STANDARD LOCATION _ 2 \ ALTERNATE LOCATION
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ANCHORS SPACED ANCHORS SPACED
AS PER SECTION G w AS PER SECTION G1 ENGCO INC. cAai16
ON TABLE BELOW r EED) ca ON TABLE BELOW
f 5595 ORANGE DR.2014
piSTp1SE w -' 1/1B _ DAVIE. PL. 33314
a� . • r.... ,5ECTION F..-. T EN000@ o COM 4
_..ALTERNATE CED) - - - a '
'I��ASRACK INSE'fN10UNi"
EDGE DISTANCE w SILL ONLY
w ANCHORS'DESIGNED
AS PER SECTION F 7 Q }
aii ON TABLE BELOW ,t No 2609
STA OFA`
NAL
A ""I.....goes
(ED) EDGE g
SEE ANCHOR JUL 90 ?015
DISTANCE w -
MAX. BLADE SPAN IN INCHES Engmeer 5eal
-- - -- -SCHEDULE ON Pedro D- - -- - --- ---- ------- ------ -- - - - - - --- - - - -- - e Pigoeiredo-PC 52 -- --
-
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) 5 A 5 E D ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 dD8s 84 60 162 132 108 84 60 MIAMIDADEAPPROVAL:
A B C D A B C D 'A* B C D A B C D A B C D s E E E E
- - -- -- -
= —: . 27 •32 -38- 45- 27- 26` -I6- -- 21 -26
PRODUCT'RB
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 �soaoiplpingtiMhT6eRa
SEG TIONG B 26 33 20 20 35 41 24 24 42 50 30 29 54 64 38 39 76 90 53 53 8 34 42 51 66 92 Building
AcceplenceNo -e5l$.o3
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 Sl 50 102 120 71 70 6 40 56 68 88 123 Fxpycttonikloo �!�
40__40_.39 _39_ _62_ 62_ 48_.48 B5 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 �y
,Py °1 ' 2B 34 1 21 35 42 -- 25 c 42 51 23 31 55 66 29 40 7 93 41 55 ]6 35 43W5368 95SECTIONS 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58127
B 40 40 30 40 62 62 37 50 85 93 45 62 109 124 SB 79 153 160 8l 111 8 40 6 160
C'1040 40 40 62 62 49 62 93 93 60 82 124 ]24 77 106 160 160 108 148 6 40 62160
/ DATE:04!07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 5CALE:NA
DESIGN BY:FPMF
5HEET DRAWING 8:
6 OF 13 15-146
MANUrACrURM-
TYPICA[-190RJZ0NTAL---- JUST SHUTTER IT INC
—I y --D
t.---—JAM6-A(Z�CORNEW5EcriGN5,J_
OPTIONAL
SEALANT 1841 SW S.MACEIDO 13LVO
PORT ST.LUCIE
MIN. (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL c ECTUO14 J TYPE A. B C OR D Tel.;(772)201-9919
IS NOT NECESSARYJAMILCL05URE-i 4* FR'"S ENDS
S-1 5E.TION i I Fix.(772)673-0589WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE www.ju5T511L)TTFRrr.com
INSET MOUNT
(X2) 41OXI SDS IA)
9,9A TOP AND BOTTOM EKEMM PRODUCT.
1A ."-TRACKS SUPERNOVA
ExTRUDED ALUMINUM
ACCORDION 5HUMP,
LARGE 4 SMALL
IMPACTED RATED
J a
ENGINEERING:
TOP & BOTTOM TRACKS ENGCO INC. .8114;
5595 ORANGE DF,201
DAVIE, FL. 33314
Tel.:(954)585-0304
tNGCO@AOLCOM
f'tft...Its#$.....
E pl,,
ANCHORS TYPE ENS'
cFj i=
A, B,*C OR D
SPACED.AT 24'11C No 52609
(ED) EDGE
DISTANCE STA OF
Lica Ea 0 %D
-5EC-TION-J2-7
—m- n- JAMB-CLOSU IONAIL 0
MOUNT
21 OR 11 JUL 8 0 2015
-- 4I0X3/4' SS SMS OR-
3/16' POP RIVETS r0*10 Da neve"40-rt 52609
Engineer Seal —
SPACED AT 24'OC 5ECTION J�
CORNER oc I MIAMI DADE APPROVAL
�IIDN JU27
OSURE
L 0 mo NT
1PROIDUCTIRRVISED
Dandi ns(pdo
bnnmo b/9
cu
DATE:04/07/2015
5CALE:NA
7 OR 7A DESIGN BY.PPMF
13
J 19) PUSH BUTTON LOCK
LOCATED ON ACCORD113N
;INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#:
7 OF 13 IS-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
HD LOCK SECTIONS L
13415W 5.MACEDO BLVD
PORT ST.WCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
Www.JU5TSHUTrrRIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM •++
INSIDE OR OUTSIDE BY PLACING LACK Z w �', SECTION�10]N N51DE OR OUT5IDE AS REQUIRED. a LOCK BIADE SEyWCLOSE POSITPRODUCT:
Qd•= tiI
RNOVA
ty'W EXTRUDED ALUMINUM
ACCORDION SHUTTER
a... , LARGE F 5FAAU.
IMPACTED RATED
ENGINEERING:
ENGCO INC. CAWIG
1 5595 ORANGE DR.201
1 1B DAVIE, PL. 33314
1B
Tel.:(954)585-0304
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B
. 6g '��pxaron••...
6 DE F/
CEHy�w�j4.�
COMMERCIAL MORTISE LOCK.W/ Q
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE •
INSTALLED ON SHAPE B A, B, CORD
SPACED AT 24'OC STA OF r�F
ALTERNATE
FCrIQN L1 ��'� F4 0LOCK
\ `
SECTION L STARTER BLADE SECTION 1A S.sS/O ��G,�r
LOCK BIADE SECTION ExBOFfNf '".y NAL ��5,,�
OPEN POSITION .111L 3 0 2015
—-- --- -- - -- -- - - - -- - Pedro De Pgue+redo-PE 52609
MIAMI DADE APPROVAL-
-1j.11
PPROVAL:- PltapuCrBBmsP.p
u moplyina with the Florida--
Buiiding Code
Acecptatce No 5.o .03
Bspi lonnao 0 1 y
d - - - - - — - - - - - - 8A BY
SA.
B MI p act ntrot��
- - - - ---- -
8 1J IH
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMP
AND INSIDE THUMB TURN
L COMMERCIAL MORTISE LOCK W/ t INSTALLED ON SHAPE 8
1B EXTERIOR KEY OR THUMB TURN 1B 511EET DRAWING U:
AND INSIDE THUMB TURN 8 OF 13 15-14G
INSTALLED ON SHAPE 8
MANUFACTURER
C6L-lJQKlZ0NTALJUST SHUTTER IT itic
CyUN::WTHIE_lQCK
_�ECT
LOCKING PINS APPLICABLE
ONLY AT OPEN PO139!SW S.MACEDO BLVD
TO SECURE STACK FORT ST.LUCIE
FLORIDA 34983
Tel.;(772)201-9919
7A fax:(772)G73-0588
WWW.JU5TSMUTrERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
;I N5 DE OR OUT51DE BY LOCK ecnowm—1
NNE OF OUTSIDE AS REQUIRED. A—�
I K MADE S=ON I I PRODUCT:
-FO5fTIONl— 7A
----CL05E
4- SUPERNOVA
Ld
EXTRUDED ALUMINUM
ACCORDION 5MITTIR
LARGE t 5MALL
IMPACTED RATED
OTE 5H
NOTE:
D 0
IN,I;,
IDF
SHUTTER
OUT
OUT
K
5
5 CAN A
_N I
13
ENGINEMNGi
mco 7 OR 7N 7 OR 7A ENGCO INC.
7 13R 7A 7 OR 7A I OR 7A 5595 ORANGE UP,201
DAVIE, rL. 33314
T""
ACCORDION
X IOR SIDE"
IB Tel.:(954) 85-0304
1/4-20)(3/4'T'H"UNIS SCREW ENGCO@AOL.CCM
LOCATED ON ACCORDION
GR SIDE
INTERIOR IR S
INTERIOR OR EXTERIOR IDE
MS I
BRILL AND TAP.13PPO 'I 114XI 1/2 PULL PIN
S TE
6 . " ,$I
.'N3gPLADE TO RECEIVE SCREW INSIDE OR OUTSIDE DE P1
(19) PUSH BUTTON LUCK'
TO"LOCK'
LOCATED 014 ACCURRIIIIIN
INTERIOR OR EXTERIOR SIDE
NO 52609
• ALTERNATE SECTION M
Tk
tocr BLADE will
LOCK BLADE SeCTION STARTER BLADE SECTION STA F
IOA_, 'Pot
—OPM'rO51TfdN—
/ONAL
ANCHORS TYPE r
f-7 OR 7A A, D, C OR D JUL a 0 20f5
SPACED AT 24'13C
Pedro 0.&3mredo-FE 52609
7 OR 7AK� IA-\ -t"IDW
MIAMI DADE!AFFROVAU
FRODUCrREVISED,
0 WfiWl*8 Widt th FlDrida
Fundialicado
uwn 7 DR 7A
SB 7A
OR
LOCATED ON ACCORDION Lon o
PUSH BUTTGM L13CK 7 7 OR 7A
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE,NA
DESIGN BY:pPmF
SHEET DRAWING A
9 OF 13 1 15-146
MANUFACTURM—
TYPICAL HORIZONTAL SECTIONS
STD LOCK 5ECTION5 N JUST SHUTTER IT iNc
1341 SW S.MACEDO BLVD
FORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax.
.(772)673-0588
NOTE;5tiurTER CAN BE LOCKED FROM WWW.JU51'StiUrrMT.COM
IN51DE OR OUT51DE BY PLACING LOCK
IN51DE OR OUT51DE A5 REQUIRED. SECTION N
LOCK MADE SECTION
CLOSE POSITION
"!Z w PRODUCT'.
0 w
'50
.j':10,
5urffKN0VA
EXTRUDED ALUMINUM
ACCORDION SHUTTM
LARGE 4 SMALL
IMPACTED RATED
ilk
IN, ENGINEERING:
FNGCO INC. CA81 14
—LerW5595 ORANGE DR.201
I.D /10 2eA- LB DAVIE, FL. 33314
Tel.:(954)585-0304
I!NGCO@AOL.CDM'
228
r
-.0"s
ky v Are
• No 2609
ANCHORS TYPE
O
SPACED ATC 24'R DC Q.-
ar
SECTIONALTERNATE N I
5ECTION N
LOCr ELAM SECMON
WN POSITION IA to,o 00
JUL ;0'2015
cm3werf Seal
MIAMI DADE APPROVAL-
22A MIT DATE:0410712015
22 SCALE:NA
DE51GN BY:FFMF
18 IV
5"EFT DRAWING#:
IOOF 13 1 1.5-146
Tl'PTCAL DE-A55E BLY MANUPACTUR€R
BILL OR MATERIALS JUST SHUTTER IT mc
13
L2 13A ITEM DESCRIPTION MATERIAL MANUF RER 1341 5W S.MACE00 BLVD
I BLADE -6 ALU NA .A PORT 51.LUCIE
STARTER FLORIDA 34983
16 _IA COMPOSITE COGS-TG ALUMINUM NASA Tel.:(772)201-9919
oPTlUut 1 B COMPOSITE ACK B 6063-T6 LWIN N.A.S.A. Fax:(772)673.0588
20
14 tC FLOAT NG STACK BLADE 6063 T6 ALUMINUM N.A.S.A. WWW.JU5TSHlJTTERIT.COM
2 CEILING TRACK 6063-TG ALUMINUM NASA 16 a 3 I'/110 WALL MOUNT TRACK 6063-TG ALUMINUM NAA.5.
ri
14 1 _ 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A.
4 'A TRACK 6063-T6 ALUMINUM N.A5.A
5 RECE55ED TRACK 60 -TG ALUMINUM 5.A PRODUCT:
6 ADJUSTA=FEMALE TRACK 6063-TG ALUMINUM NASA.
GA ADJ STA E MALE CK 6063-T6 ALUMINUM N.A.S.A.
SUPERNOVA
HEADER `1 I` 7 UNIMATE LOCK BLADE W/O LP 6063 T6 ALUMINUM NASA A, EXTRUDED N O V A
0 14 7A UMMATE LOCK BLADE W LP 6063.76 ALUMINUM N.A.S.A. ACCORDION SHUTTER
a HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A
8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. LARGE 4 SMALL
13-#1 0X3" aB HD ADAPTOR FILLER 6063-TG ALUMINUM N.A.S.A. IMPACTED RATED
BLADE SCREW
9 I'JAMB CLOSURE 6063 TG ALUMINUM N.A5.A.
41 O STAINLESS STEEL 9A 2'JAMB CLOSURE GOG3-T6 ALUMINUM N.A5.A
I O !4-2X ANGLE 6063 TG ALUMINUM N.AS.A
I I
1/8-2X ANGLE 6063 TG ALUMINUM N.A,5.A ENGINEERING:
0.19 12 WHEEL CARRIER PLATED STEEL`NYLON NASA �NGC4 INC. CA 8176
SELL 13 #1 OX3'HH BLADE SCREW 410 5TAJNLE55 STEEL NASA
o 13A #I OX2'HH BLADE SCREW 410 STAINLESS STEEL N.AB.& 5595 ORANGE DR.201
14 0.44'DIAM.FLATWA5HER 5TAJNLE555TEEL N.A.S.A. DAVIE, FL, 33314
WU 15 0.40 0 x 0.93'BU5HING NYLON N.A.5.A _ Tel.:(954)585-0304
I G 0.46"0 x 0.65A'WHER BUSHING NYLON NA5. ENGCO@AOL.COM
14 1B 14 .._ 19 Pll$ BUTTON lOClC '
ZO L k318'WHEELSPACER NYLON N.A.S.A rrpuesr:rprr
15 1G Q,34 21 IVIG"-I)(2.1X2.5 IX4 1.WANGLE.S 6063-75 ALUMINUM N.A.5.A. ..aaAr E._�/Ilk
�TIN1L 22* 5TD FEMALE I=BLADE 6063-T6 ALUMINUM N.A5.A.
13 L3A 13A-01 OX2'HH 22A, STD MALE LOCK GLAD€ 606.3-T6 ALUMINUM NASA • P \ ENS'"e,l
` MADE SCREW 22B . 574 LOCK KE6'ER G4G3-T6 ALUMINUM NASA
410 STAINLE55 STEN N0:52609
0.500
�,D.a¢¢m 0.390
a 4 � �P aTATE
0.20 {
�} 0.390 _t_... � 0.44 0.03
d o d
;C5
JUL 30 2015
v � a di* o STAINLESS STEL - - - - ------ --.--_ _ _ Engineer ra
d a"— I FLAT WASHER ANCHOR5CHEDULE Pei.,DSfigmneda-PE52GO9 - --
0.50 16"•46"0X.65' .0X.93'
NYLON TYPE DESCRIPTION EMB E.D. MIAMI DADEAPPROVAG
- -- _ _ O_N WH€EL.BUSHING_ -NYLON BIl5HlNG
20-112'0 X 0.39 - - -- -_` - --- - - --- -- .. - - -M =�-.- 714"TTW TAPCON INTO 3000 PSI CONCRETE 1.75 '*310M PRODL)CFRHY33BD
NYLON WHEEL -1/4'ELCD ULTRACON INTO 2700 P51 CONCRETE 1.75 2,5 - --_ ■s°omplyfngevilhthoPioede• -
SPACER 1 4' TAPCO LNT C NC - ALO 1.25
•>s BWt LbQe_
14`ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Aocaprma No o pY
5 1 4-2OX I ALL POINTS 50LID-5ET INTO 3.0 M CONCRETE 0.875 3,0
I 4-20 I ALL POINTS 50U ET INTO CONCRETE BLOCK
0,875 3;0---
1 IAC 5 NTOG= L. I. D CDaWi
12-WHEN CARRIER D I/4'-L 4 SELF DRI WNG 5CREW5 INTO 11W STEEL OR AWMINUM 0.75
STAMPED S5 WITH '
0Il
NYLON WHEELS E 114'CRETE-FLEX 554 INTO 301X}P51 CONCRETE 1.75 3.0
s E I I/4'CRETE-FLEX 554 INTO CONGRETE BLOCK(2000 P51) 1.25 1 3.0 DATE:04/07/2015
NCM5: ED:E06E DISTANCE SHALL BE BEWND WALL DRESSING SCALE`NA
r�s�mM1/4'ac�rE OC �a4M Ws a se CANBEOSEomRMACEOr114•LAGS,7 DESIGN BY.PPMF
d
1--1.24•-1 ,
SHEET DRAWING N:
I I OF 13 15-146
MANUPACTURf3t:
5HUTTER COMPONENTS
4,s6 -3.92 JUST SHUTTER IT INC
4.54 4.08 3.23 016 1341 5W 5.MACEDO 13LVD
-4.08 g 1.z4 1.99 C.61
2.85 PORT 9T.LUCtE
o FLORIDA'4983
ro o d g a 97 0 0 1 o Tel.:(772 201-9919
N O o
o h 3.21 Fax:(772)673-0588
' T WWW,JU5T5tlUTTEPJT.COM
O 1.23 `IL
p• I B.COMPOSITE
N-� ALUMINUM/LEXAN BLADE
!=0.05°ACCORDION BLADE �-- 0 7A-UNIMATE W/LP
o AS PE POLYCARBONATE APPROVED
T d AS PEP NOA 13-0717.01 R=-�7fA�AiE W/0'1P LOCKING BLADES 0.41
XLI02W _ NG BIADE5 PRODUCT.
� sT� ARiBrA�e 2.31 �- 5UPERNOVA
1.83 0.51 EXTRUDED ALUMINUM
51 N m 006 m
44.
1 h n 1.77 1,56 0 o ACCORDION SHUTTER
8 LARGE 4 5MALL
IMPACT ED RATED
0.06
_ 8B-ADAPTOR FILLER
USE WITH 8 AND 8A
@p I C-0.05'FLOATING STALK BLADE 0 07 1 ra N - ^' a i 1 99 ENGINEERING:
L ci J.".
ENGCO INC. cAalld
2-INSET TRACK W1 RG
OPTIONAL d
HEADER/SILL MOUNT 5595 ORANGE DR.201
0.l3 2.1-INSET TRACK W/O FTG 0.08 8A-MATE HD D.OB - O7eL 1(954)585-0304
/\SEND RNAIE EAllf
HEADERI SILL MOUNT - 8•FEMAU:HD •- .. LOCKING BLADE - '' ENGCO@AOL.COM
_((t' ENO RECEPTOR LOCKING BLADE
•�I,I/
APPLICABLE To 3,83-
GIs'TRACKS 3,11 0 .� 5-RECESSED TRACK prr E F_I 0:10AHD 7A 1 in SILL MOUNT ONLY t',+ 60 .81 �� ,.+ \ ENS,,\
0.10 � 3 ' No. 2609 =
2.03 a 86 m' 1.65-�1• :�' '*II
2.41 --- ,
k.R
__-- o.79 0� ''� STA f ty
RG
o � 0.07 t 0,06
0.61 N dz zI ' 3A-2'BUIw-OL1f TRACK OPTIONAL P o a 6 d 9B-tro JAMB CLOSUREo . 0 mast
0.86 HEADER/SILL MOUNT3A.1-2.50 TRACK W/O 22B-LOCK KEEPER INSERT 2,70--1 JUL 8 0 2015
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-- -- -- -----LOCKING BLADE - - --- _- - _-- T vK_ _ Engineer Seal
0.07 -- RG__- ___ _ ____ _ -__-_ _ LOCKING BLADE 1
3-1°p,�'BUILT-OUT TRACK OPTIONAL o Pedro Dc F°gue�redo-PE 52609-
HFADER/9tLL M 3.70I
0.125 0.25 MIAMI DADS APPROVAL.
3.!-I./L+�'BOTTTiACKWIQ _ - -- -- - - - - - - - I�-. - - --- _1 JAMB CLOSURE PRODUCCRBVOED,
f '1 9A-
. - tli"`WOARDIRG - - 2.43 _ 2.07_ __ _ _ _ as_ _ _ ,c -
0.86 1.91 0.09 -.. -1- - - _ - OJ.Ob = - Bu11dI Code
�ufw FloK4da
L 1
I L10^coe 03
TT - - - ¢ - - 21-I/IG'THICKANGIE5 -
0.06 qh e, d £ £ v G063-T5 ALUMINUM ALLOY 1 Contra
0.61 Q� 0 0 no 1 N 0 N N 1'S SIDE CLOSURE USE ONLY '
0 -{0.83
o e° a 2.09 61 0.75 I N SCALE:4/07/2015
o a 07 _ 0.07 3.36 sll- SCALE:NA
T -2 23 GM ADJUSTABLE MALE I DESIGN BY:PPMP
0.95 I--1.13-�-1.29 G-ADJUSTABLE FEMALE HEADEPJ SILL MOUNT --"II I
3,37
HEADER/SILL MOUNT' 2.0
4�'A'RUCK SHlO:T .DRAWING N:
4w '11ZAC�1LY t•L=-176"T 1dK-AWAES 10-1/4'THICKANGLES L' OR 1.5'� 12 OP 13 15-14G
fJ63.TSALUMlNW ALLOY GOG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION X JUST SHUTTER IT IND
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PIATE 1341 5W S,MACEDO BLVD
BETWEEN WOOD TRU55ES FORT ST.wCIr:
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0586
0.63 0.62 VAw.jU5T5t1UTrFr1IT,Oom
1.25�1.2511.25 (4 PER RAFTER) 5.00 L aMODUCT:
I/4'X 2 1/4 FH TAPCONS
WITH 2' MINIMUM 1/4X5'6063-T6 ALUMINUM PLATE T SUPERNOVA
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
�S,00 IMPACTED RATED
(U
\--1/4'X5' OR 118-W 6063-T6 d
r 2,2A ALUMINUM PLATE SECURED TO ENGINCERINQ
x
RAFTERS AT MAXIMUM 24' CC 0
Mao SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE ENGCO INC.
SPAN & PRESSURE I/4'X2'X5"GOG3-TG ALUMINUM ANGLE 5595 ORANGE DR.201
cI DAVIE. FL. 33314
w .w 1/4'-14X 2' SELF DRILLING SCREWS Tel.:(954)585-0304
SEE SHEET SMGUNT TYPED'
Ix ENGOD@AOL.COM
< ANCHOR TYPE•D FOR ANCHOR SPACING
-1/119
E F1
E ti 8" Vs
—5.00 N0. 2609
tn
cu
. . . . I� STA F:
I18X5'6063-T6 ALUMINUM PLATE
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRE55UFX5
FOR SIXTION X WITH IM ALUWNUM PLATE FOR SECTION X WITH 1/8'ALUMINUM PLATE
-iMF MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5100-
SPAN PRESSURE(PSF) SPAN PRESSURE(F5F) In GO t159 :L 159 GO �99 JUL 8 0 2015
-(IN) BLADE I-- BLADE I B- IN BLADE I BLADE I .................
±99 Engineer Sal
—72 ±132 :t 132 72 t&Z ±52 ALTERNATE TO PLATE o red,*De NvOrcdO-PE 52609
84 t 113 --b 1 13 84 '71 ±71 II8X2A5'6063-T6 ALUMINUM ANGLE
90 ±106 t IOG 130 ±GG tr.G MIAMI DAVE!APPROVAU
70-8 --7T—88 ±_8
8 105 ±55-- :t55
—26 w -30 - . - - - --- 7 PRODucrREvisED,
t 68 G8 I 12G ±47 t47
73-2 —t — "NazwOmwith ilia Florids
62 G1 1 132 t45
74-4 +41 -11
144 ±41 ±41
T28,-30
IG2 7
162 + +28,33 :i3O-
NOTE, I- LINEAR,INTERPOLATION IS ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04/07J2015
SCALE:NA
DE51GN BY,.PPMF
SHEET DRAWING#:
13 OF 13 15-14G