HomeMy WebLinkAboutNotice of Acceptance MIAMI-MADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11845 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
_ N TO SCE of ACCEPTANCE=(1�TOA) .v�•miamidade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade.County RER Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The!Miami=Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for 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 thein 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 IiOCUIVIENT: 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 manufactu'rer'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 aft-or 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 dfidorsement 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 IHelmy A.Makar,P.E.,M.S.
MtAMt D®uWrr /) NOA No.08/1513.03
. , /7 J'7- i1� Expiration Date:08/I4/2019
Approval Date:08/27/2015
060/2 7 f��� Page l
Page 2
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 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 Flgueiredo;P.E.,'on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.1
C. CALCULATIONS
1. See Association's generic approval under 14-0155.,1
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
I i
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
I
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 usel 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 Ol,' 2014, signed by
Mr. Samuel Zaza. !
3. Letter by Engco Inc., dated June 26,2014, signed land sealed by, Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No.j 14-131)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No.
14-019.1).
I
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 13 of 13,prepared by Engco, Inc., dated Apri107, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
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
!
i
i
, I
I
I
I i
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
I
C. CALCULATIONS
1. See Association's generic approval tinder 15-0629.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory land Economic Resources.
E. MATERIAL CERTIFICATIONS j
1. See Association's generic approval under 15-0629.
I
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. )5-146)',brepdred for Just
Shutter It, Inc. is engineering wise identical to N.Ai.SA.'s'generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
I
i
q
I �
I
I ,
I '
I
I
i
I •
I
I
1(46y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
d NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
I
E-2
I
I
MANUFACTURER:
JUST SHUTTER IT INC
1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FORTSr.LUC1E
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772)201-9919
Pax:(772)673-0588
WWW.JU5T5HU'TEFfT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT.
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CON5TRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED ACCORDION
CCOD I ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. ACC�IEONSS�ER
IMPACTED RATED
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OP THE 2014 FLORIDA BUILDING CODE.
3-1`05TINGi A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V1515LE LOCATION STATING ENGINEERING;
THE FOLLOWING: ENGCO INC. CAe1IG
5595 ORANGE DR 201
'JUST SHUTTER IT INC-FORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)$85-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED° 5I1EEi "'- - ...... ENGCO®AOL.COM
- - DESCRIPTION
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-BY-A: I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS `/,,Nprr••••••ii•��' '
PROFESSIONAL ARCHTECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED �p �, DE F/ .'.
PRESSURE MUST NOT EXCEED THE ALLOWABLE PP.E55URE5 FOR EACH SHUTTER COMPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. I A AND GLASS �A`� 8 /•meq
USED. SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 5HALL BE MADE OF GOG3-T6 ORAS NOTED. NO.S 609 E
3 TYPICAL 5EC11ONS A.B 1,B2,53,134 WITH ANCHORAGE TABLES
G.FASTENERS:A55EMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF STAT q F
4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES
DRAWINGS.INSTALLATION AND LOADS A5 PER T115 APPROVAL.
.`
5 TYPICAL 5ECTIONS D,E 4 GH H ANCHORAGE TABLES
7-USE:IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD mm ••`,p/ONAL ��o
TO VER)PYTHE FOLLOWING: 6 TYPICAL SECTfONS F.G 4 I WITH ANCHORAGE TABLES
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ' ••••rr'��•��
JUL S 0 2015
ANCHORAGE.
- - 7:2=THE-5TTE SPECIFIC PROJECT CRITERIA,5UCH�l9_BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS'r
REQUIREMENTS,DESIGNED PRESSURES ETC. —---- - — -- - - —-- -- - - - _ -- Erg afire Seal
7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 PEMALE SECTIONS R"- — - -- — - _ — _-— ____ Pedro De Fgueueclo_PE 52609
8-.33 1/3%1NCREA5E IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OP THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASEPRODUCERGVISTiD
FOR WIND LOAD HAVE BEEN USED. - - - 10 STANDARD LOCKSECTION5'N' O complying vrilh 1110 Florida
DoWdina Cock _
11 BILL OF MATERIALS,ANCHOR SCHEDULE 4 DLADE ASSEMBLY. Aeoephnco No -0 J3,03
81 1 ion Uale 0 9
U5ERINSTRUCTION5: - 12_ COMPONENT5 py
I-DETERMINE PROJECT VE51GN WIND LOAD PRE95URE5 AS PER ITETvI 4 OF GENERAL NOTES. 13 SECTION 9P DETAA5
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE 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 PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-14G
PRE55URE FROM GENERAL NOTES 4
MMUPACTURM'
JUST SHUTTER IT 1Nc
fABLE I TABLE J A1341 5W 5.IKiER10R/.EXTERIOR 61 ORT ST,LUCIE�EDO BLVD
MAXIMUM ALLOWABLE d I BLADE MAXIMUM ALLOWABLE #14 N I B BLADE5 L FLORIDA 34983
SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRESSURE 1 100•L Tel.:(772)201-9919
BLADE 5PAM PRE55URE(P5F� BLADE SPAN PRE55URE(P5P) -ALUMINUM BCADES Pax:(772)673.0588
INCHES MEGINCHES NEG
L T WLNW,JU5T5HUTTERIT.COM
60 16'
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 INTEwOR/ExrEwoR 61 SUPERNOVA
90 116 116 90 116 116 COMBINATION
L EXTRUDED ALUMINUM
96 108 F75
96 108 108 I too* I ALUMINUM/UYAN BIADE5 ACCORDION SHUTTER
104 100 104 100 100MI
0DLSLAMnLVWCANma+ RARITANGeou TIN RW LARGE SMALL
108 93 108 93 93 IB IB IMPACTED RATED
114 83 114 83 83
120 75 120 75 75 INTERIOR/EXTERIOR
I 6 68 126 68 68 ENGINEERING:
132 62 132 61 61
138 57 138 53 53 ENGCO INC.-144 -- �48144 45 47 INTERIOR/EXI'MOR 5595 ORANGE DR.201
150 41 48 150 38 42 1B 1B 1B DAVIE. PL. 33314
162 1 30 40 162 28 33 Tel.:(954)585-0304
........
ALL-LEXAN BLADES - ENGCO@AOL.COM
NOTES; :.
I-ACCORDION SNORER BLADE SPAN QNCNES)TOZ ALL CONDIil0119 1 B� ,rrAAAn//qiy�„
2-PRESSURE-DE5IGNVANDLOADD"T 1H ,r�
3-UNEAR INRkPEMATION 13 A=rTABIE EOR DESIGN WAND LOADS ALAI BLWI!SPAN BMVt@r �-INTERIOR/EXTERIOR ,'O " D E
TABULATED.WAIVES.
4-USETABIE IMA&MONEORMOMIM IBBIADEISUSCD
S.MADE REVERSED INSTALLATION 15 ALLOWED MILALL MOUIMD CONDU{OAS N 8F
Q �
ABLE 2 No. 2609
T
MINIMUM SHUTTER SEPARATION FROM GLAZING
YPICAL-EL•EVAT.IONt--- C7YP(CAPCKQ55-5ECTIO.N— 'O STAT F
A,B,C,D.E,GH X
GLAZING SEPARATION (INCHE5) °��F 0 R 1 ,..•'G���`
TOP TRACK %:s/OAIAL
BLADE TYPE BLADE SPAN "••n•°,A•nA�LL
<=W <=104' <=162'
JUL 3 0 2015
-- - -- - - ALUMINUM 2' 2 3/4' 3.125" Engmeer Seal
a - - - - - - - - - - - -- -- - —- - f;- - ----__ _ - _ AIL E1fVAT10N5- _ Pcdro De P uarcdo-PE 52609
- - - - LLMMTILN -" —- 5
LEXAN 3' 3' 3° --- -- — - - -
O B. - < <-30'ELEVATION MIAMI DADL APPROVAL:
- --- w ' L, M. N MODUUFRBVISHD
Y W a
�O(AI, 2 I/B' 3° 3° oildbW iogwilhthe FloddD
aode
_ - >30 ELEVATION- - Du) Hato 0 051 .03�
- NOTES:
W -
I-SUARATION FROM GLAZING AREAS SMALL BE MW5URM PROM BY
GI V7ING SURPACE TO TNC INXLk MOST UDAA MOR LOGO ACE LWULIiD odutl CbnlfD
1~-. 2=C+(A+'1.')CPARA710N.L9'APt71CABIE PCRTMEIIYNT @>x7M1'A1tD'ISI$ _ -_--
_ —MIAJA-OADEGOUNUES).
N tt 3-W=5BUrMK IS ASSEMBLED PAM BBWn MES OP BIADESTNC
LARGEST GLASS WMABON 5UALL APPLY.
DATE:04/07/2015
SCALE:NA
A,B,B1,B2,B3,B4 BOTTOM TRACK DESIGN BY:PPMP
CDEFGIGH
SHUTTER WIDTH CSW)
NO LIMITATION
SHEEP DRAWING ff:
2 OF 13 15-146
TYPICAL 5ECTION5 A.B 1.132,B3,D4 MANUFACTURER!
I 4-14XI' GR5 SDS OR AND ANCHOR SCHEDULE JUST SHUTTER IT INC
01OX3/4' TEKS
SECTION A I/4-20X]/2' HHMS WINUT �iz AT 12' OC
bUILT-OUT ON ANGLE SPACED AT 12'OC 134 I'SW 5.MACE00,BLVD
HEADER OR 51LL LG PORT ST'LUCIE
OPTIONAL FLORIDA 34983
2,2A it rxm
SECTION 54
Tel.:(772)201-9919
6 ADJUSTABU!TRACK Pax.(772)6730586
w"1,ju5TsHUTrmT.COM
EMBED.—� ON REVERSE ANGLE
w5ILL ONLY
m T
S
6A L- ANCHORS DESIGNED
A PER SECTIOPRODUCT:NcHaRS DESIGNED ON TABLE BELOW B4 FR
AS PER SECTION A
SUPERNOVA.
z DM TABLE BELOW
EXTRUDED ALUMINUM
1/4-101"6RSSDS OR ACCORDION SHUTTER
W w 1/4-2OX3/4' PHMS VINUT-A LARGE 4 5MALL
SPACED AT 5'OC EMBD. IMPACTED RATED
5ECnc)N B I
W TRACK ON
REVERSE ANGLE CNGtNCERJNG-
SILL ONLY
ENGCO INC.
Z
ANCHORS DESIGNED a 5595 ORANGE DR.201
AS PER SECTION BISECTION 03 DAVIE. ft
4 ON-TABLE-BELOV . 33314
#lOX3/4' TEKS Tel.:(954)565-0304
AT"12' CC ADJUSTABLE ANGLE LE ON
-j 5TD, ENGCO@AOLCOM
SRL ONLY
DE F
�;-m Car
4-14XI'.GR5
114 71, oc
1/* iBi OR ANCHORS DESIGNED*
6
AS PER %c Nee
-PDXI/2' HHMS -EMBED Li SECTION B3
SPACED AT 12'OC ;F ON TABLE X
p
,e%, '.
No. 2609
STA F
SO A EMBED. A
Ll 0 R
6A
U ANCHORS DESIGNED 93
I/IB
AS PER SECTION B2 1/4-14XI' GR5 SDS OR
ON TABLE BELOW ...ss
1/4-8OX3/4' PHMS W/NUT
OPTIONAL
Ir. SPACED AT 5'CIC
cl= JUL 3 0 2015
EMAX--BLADE-SPAN-IN-INC ES
Engineer Beal
EMB SEE ANCHOR SCHEDULE ON
ED, SHEET I I FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5F)
MIAMI DADS APPROVAL:
1/4-14XI' GR5 SDS OR
SECTION 52 ANCHORAGE SPACING
BASED ON SPACING IN INCHE5 ONCENTER,
162 1 132 108 1 84 60 PRODUCrRLMSM
1/4-20XI/2' HHMS W/NUT-A 'A TRACK ON r SEI I E -1 El E El -E El E - El a coorlpl*g%iih do Flovid*
SPACED AT 12'DC STD ANGLE 14 401 311 62138 37 1�2 160 84 swIdIngOodo
9
5ILL ONLY SECTIONS -12 401 361 621 44 93554 1b0 70 160 98 Accepteacc No11 Em2�
A,131,82 —9 -40 10 621 62 93 8111241103 160 146 ton pnto
MAX BLADE SPAN IN INCHES 93. 9311241124 190 160 By
4 40 40 b2 62 93 93 I I24 1 IPA 160 T6-0 Mtn cantro
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRE55UKE (P5 f) BASED ON 5 P A C I N G )N INCHES ON CENTER
ANCHORAGE SPACING 162 DATE:04/07/2015
.232 1 08 84 60 SCALE:NA
I A I A I I I I n-iTr- -.-Tn— A AlAt III IB1-IC D A Al IB fIll C D A AI B B1 C D A Al B B1 C D DESIGN BY.PPMF
14 40 40 U 140 140 62 -N 90 22 116 29 24 77 118 77 160 40 160 to 1 1
62 jg2 62 49
A
SECTIONS 12 6 7 2 -— 26 124 34
40 40 Q 140 140 6 �7 93 124 90 124 89 160 47 16 160 125
A,81,82 79- 4-0—-2-6--40—4 -7.72-32 162 162 162 Z72- 93 124 51 124 1 4 24 12-4-16-6-7116011601160 160
B4 6 40 35 U±4U+4 1 43 1 —
W. -�—o 407 40 V 62 -162 162 162 Z-2 93 52 i_F4 6-7 124 124 124 124 1 16011601169 16-0 5HEff DRAWING III:
4 40 40 40 14D 140 —62—62 Alp 62 124 IPA IPA
1241 3 OF 13 1 15-146
MANUFACTURER,
ANCHORS DESIGNED TYPICAL 5ECTION15 1).E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D PER SECTION GH
ON TABLE BELOW AND ANCHOR 5CHEDULE AS ON TABLE BELOW 1341 SW 5.MACEDO,BLVD
ca(ED) DOE PORT ST.LUCIE
DISTANCE (ED) EDGE IFLORION 34983
DISTANCE Tel.:(772)201-9919
-ED rax.(772)r.73-0588
La,sq 6A kv1vw.jU5T5HUTrFw,COm
W LIM
2,EAS„ TRIMMED EKS V/IT,
#I0X3/41 T6A
AT LEG PRODUCT:
12Toc
EKS
5ECTf0N D TRIMMED
IN=MOUNT W
T_ TRACK 2 OR 2A/ —(ED) EDGE A 2 :5UPERNOVA
E)TRIMED
z HEADER OR SILL
DISTANCE
ACCORDION 5ALUMINUMhUTTM
CL Q LARGE t 1/18 SMALL
MIG3: IMPACTED FARD
ZSILL
1/4-14X 3/4' TEKS
SPACED AT 12'GC
ENGINEERING:
5ECTION GH ENGGO INC. ..,,c
ADJUSTADLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER SILL DAVIE, FL. 33314
AS PER SECTION E Tel,(954)585-0304
1111
ON TABLE BELOW..- .. L. i�� ... --- -, -
ENGCO@AOLOOM
1/4-14XI' GR5 SDS OR ......wl,
- i/,4-20XI/2' HHMS W/NUT. E F1
SPACED AT 12'UC
EN
w MOD
:3 if No.' 2609
X
w Wz
JAN
1/is
F
MAX BLADE SPAN IN INCHES 600
SEE ANCHOR SCHEDULE ON
SHEET 11-FOR-ANCH(IR-TYPE MAXIMUM
N611-OrVA G-E-P K-E 5-5 U-R-E- (P 5-F)-B A 5-E D04_5A C I N G1 N
INCHES 13 ON CENTERANCHORAGE SPACING Cmjacer Seal16L108 84 60 7 62 32 JOB— 4- -6 Fcko De figuwedo-F
E 52609A B C
D I—A _FTF-IC D I A I B IC ID I A I R Tc _Fn A -8 C D s E I, E E
22 2 -- 1 27 133 1 - 20 1 34 1 40 FPn_I 4 1 44 IRP IPw -1-141 60 72-- %-43- 16 28 34 41 53 74
.12, 30 1 21 1 ?_T_j Z44 12 26 45 54 26 at 97 48 97 12 37 45 55 1 1 1 " ' TI49
— MIAMI DAVE APPKOVAI�
U 1 E 12 2 39 1.40- 32 511: -5 71-V6- 8 40 62
SECTION D 6 4 1 1 1 1 2 1 1 _j 67 1 80 1 -1-21 T4 83 106 149 l`ROOUCrR0ASPM
4 40 35 40 6 62 43 52
16 g T6-6 i5s--1-15- -9'-—45—6e -�73 12-4 i6o
_2 40 I 40 140 1411 1 62 162 162 b2 93 93 79 93 124 124 102 123 160 16_0 _143 160 _4 43 62 93 124 160 LTudIdlMgCodo
1 2 22 26 -- -- 27 1 32 120 - AouQlmaallo 5-e5 .p;
-
9 71 44 42 1 9 271 33 4i 52 73
22 26 27 32 20 3F4 29 1-24 23- 43-[51 -3.W30- -60
SECTION E a 25 - -- :11 Z16 g2 3 44 26 49 57 3 133 1 68 180 49 3- 301-37-1 46- 59 a
-124 FM 41 48 3U 128 -55
6+34 3S — 50 159 5 0 0 61
0 40 136 1 TY5_ -92 45 142 9 7 '1 2' 106 65 6 78 10
3 a 4 1 15611 _;H 1
4 4 76 8 �6 197 60 98 4 0 2 64 B2 115
1 -- 22 23 27 1 1-- 1 29 l34 IPP IPn 1 41 t
9 20 24 25 29 30 3 1 21 1 39 9 1267 55 4 41 37 9 24 G 37 47 66 DATE:04/07/2015
ej I 1 28 133 21 V 0§ 2gj� 146 12 3
SECTION GH 3 1 34 4 j 1 44 IbI 1�33 130 61 172 46 42 8 1! 1 71 SCALE:MA
124 - 9
78 14 31 1 59 16-0. 143 140 82 196 61 '56 6 71 9
6 30 36 23 121 1 37 4 DE51GN BY.PPMF
4. 40 6 162 p 38 AR An 151 147 1 88 JIC 744103
1231144 �71 4
5HEET DRAWING
5 Of 13 15-14G
MANUFACTURER:
TYPICAL 5rCTION5 G, f AND I
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
I/IB
1341 SW S.MACEDO BLVD
-
w FORT ST.LUCIE
x
1/10 Im mw
z SECTION I ftOFJDA 34983
w as< Tel.:(772)201-9919
-o SILONLY
jL RfCr55fD MOUNT
m rax,(772)673-0588
L
#IOX3/4' TEKS www,JU51�5tiuTTERfr.com
w 40 AT 12' oc
1
mo
filliw
ANCHORS TYPE PRODUCT.
= ADJUSTABLE MOUNT Cc(EQ 5UPERNOVA
rn t SILL ONLY EDGE CLEARAN A B, C OR D
'17, -SPACED AT 48-OC
INTO CONCRETE - APPLICABLE FOR ALL LOAD DMDED ALUMINUM
INTO WOOD=-2411(230{WOOD VBCGO;NO.C5RSC)M R. C E0EDGECONDITIONS FROM TABLE I ACCOMON 5KUTTER
-CLE CE
INTO METAL*2'(Q)-,�.'MAU*AnRA!�IMABCS= 'LAWX 4 SMALL
IMPACTED RATED
m
t
<ED> EDGE
DISTANCE
STANDARD LOCATION
ANCHORS SPACED aj ALTERNATE LOCATION
AS PER SECTION G ANCHORS SPACED ENGINEERING:
ON TABLE BELOW AS PER SECTION GI
(ED)
VIM ON TABLE BELOW ENGCO INC. ..,Q
DISTNCE ui 1/18 5595 ORANrE DR-201
DAVIE, FL. 33314
SECTIO el..(954)585-0304
ALTERNATE CED)-Z� ENGCO@AOLCOM
EDGE DISTANCE
A!TMCK-INSrT-MOUNT-
51U.ONLY
OQ
pE Fl, "s
0
co
ANCHORS DESIGNED 'N
AW
AS , o Ax
AS PER SECTION F
ayi ON �.N ..
ON TABLE BELOW N 609
L:31
O
ST F it
o
cd
w
(ED) EDGE X:
MAX.-BLADE-SPAN IN INCHES DISTANCE JUL 8 0 295
SEE ANCHOR SCHEDULE ON En'ji"ear Seal
SHEET 11 FOR ANCHOR TYPE Ped fie-Nmredo-IT52609
ANCHORAGE SPACING-1 MAXIMUM ANCHORAGE PRE55-UKE (PSF) BASED ON SPACING IN INCIIIE5 ON CENTER
162 132 1 10810 1 84 60 162 132 108 94 60 MIAMI DADE APPFDVAI.
1-4 V A I B IC DA-111 B IC I-D I*A'& ID IC ID I A Ill: IC ID A B C ll s -I- E E
1 20 21 25 38 5 27 - 21 26 33 46 PROD=Pjsvism
12 --1 22 1-- I-- 23 27 28 33 .20 201 36 43 125 1125 51 60 35115 12 23 -28 34 44 62 as vemplyin3%ilh the Florlb-
SECTION G -9- 28 ---5 --7-- 3 8 34 42 51 66 92
1 33 120 120 42 —D �ff- 64 138 136 6
79- 38-140 26-126- 56 67 �Fg- 86 151 150 -TO-2 T 2-0 71 17 6 40 -56 W-6--1�3 Acm . Dwo
- 1 0 8 - 5
99--59-- %0&'Vzlg
4 62 162 148 109 124176- 175- 753 f6O 06115 4 40 59 72 93 1301 K-,
Coll I�
9��W �W
SECTIONS 3B 40 20 6 56 25 34 57 69 30 41 73 88 39 53 1 102 123 54 74 12 40 56 70 9D 127
6 40 0 40 0 30 40 7"o- 2 62 37 50 85 193 45 62 109 124 58 Z,9 6 93 �2-4 160
G I OfT 4 4 40 62 62 49 62 93 193 60 82 124 124 160 60 09 148 6 40 62 93 1?4 60 DATE:04107/2015
4 40 40
62 62 62 93 93 90 93 _124 124 124 160 4 40 62 93 124 t160 SCALE:NA
DESIGN BY.FVMf
SHEET DRAWING#.-
G Of 13 15-14G
MANUFACTURER;-
TYPICAL HORIZONTAL 5ECTION5
HD LOCK 5ECTION5 L JUST SHUTTER ITING
1341 5W 5.MI BLVD
PORT ST.LUCIE
FLORIDA 34963
Tel.:(772)"201-9919
Pax:(772)673-0588
NOTE:5HUTT M- CAN BELOCKfD FROM WWWJUBTSHUTTt!RIT.COM
INSIDE OR OLrr5IDI!BY PLACING LOCK 55CTION L
IN51DE OR OUTSIDE AS REQUIRED,
LOCK BLADESECTIONw
g µl CL05E 1`051TION PRODUCT•
.
5UPERNOVA
EXTRUDED ALUMINUM
L ACCORDION 5HUTIER
LAM 4 WAALL
IMPACTED RAM
f
ENGINEERING.
ENGCO INC.
5595 ORANGE DR.201
1B DAVIE, FL. 33314
\—SATel.:(954)585-0304
CNGCO@AOLCOM
Di,
tim *. E F
COMMERCIAL MORTISE LOCK -W1 OEM.9
EXTERIOR KEY OR THUMB TURN %
AND INSIDE .THUMB TURN • No 260
ANCHORS TYPE
INSTALLED ON SHAPE �8 A, B, C a
SPACED AT 24'0C OF
ALTERNATE 51!CnQN L)I
A,10 lf
F ONL LOCK BLADE WITH
21!51!C�TION STARTER BLADE
5
LOCK=B IA LSE
OF, 'C'
71 .111L 3 0 2015
L-:r -A
MIAMI DAVE APPROVAL,
PRODUCTREVISrD
-w'mpjyftwIth the Flowid'it
8904MCaft
740,w N04
utt *11
BA
COMMERCIAL MORTISE: LOCK Wl DATE:04/07/20155CALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PFMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ INSTALLED ON SHAPE 8
A EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN SHEET DRAWING III:
INSTALLED ON SHAPE 8 a or 13 (5-14G
MANUPAMRER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
STD LOCK 5ECTION5 N
1341 5W S.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tet.:(772)201-9919
Fax:(772)673-0588
NOTE:SHUTTER CAN BE LOCKED FROM WWW.JU5T5HUT fERIT.CAM
INSIDE OR OUT5IDE BY PLACING LOCK 5ECTION N
INSIDE OR OUT5IDE A5 REQUIRED. a LOCK GLADE 5E:111
N W CLOSE P051TION PRODUCT:
1Qy 5UPERNOVA
a ExTRUDED ALUMINUM
rn y ACCORDION SHUTTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CADI�C
1 1 5595 ORANGE DR 201
1B 1B DAVIE, FL. 33314
22A Tel.:(954)585-0304
EN000@AOL.COM
r� 22 :rrrrrpnuaiep�..
66 22H
4No 2609 '
ANCHORS TYPE
A, B, C OR D 'a
SPACED AT 24'DC �p R ��
ALTERNATE SECTION N I
zlFs
SECTION N LOCK EVADE WITH LOCK
LOCK EVADE 5ECNON STARTER BLADE SECTION lA fNItETl2flT •ngrrrrprdrr0
OPEN POStT10N
JUL 3 0 2015
3 2.-15 Engineer Seal
—8 —Pedro De Pgueiredo=PE 52609-
MIAMI DAOE APPROVAL:
c+ PROwcraBV186D
cu
Dau O.05 3.03
�9
a
-Q- ---L 22A - - '-22 - - m ' D uc Contra
1
ID 22B
22A-/ DATE:04=12015
�22 5CALE:NA
DESIGN BY:PPMF
1 1
IB 1B 5HEET DRAWINGM
10 OF 13 15-14G
MANUFACTURER:
�TYPICALB -DE ASSEMBLY JUST SHUTTER IT mcBILL OF MATERIALS
13
12 !3A ITEM DESCRIPTION MATERIAL MANUP RER 1341 SW 5.MACEDO5LVO
SLAD£ -T6 ALU UM NA. PORT ST.LUCIE
16 j
19 1A STARTER BLADE 60G3-T6 ALUMINUM NAS.A FLORIDA 34983
IPT.- 15 COMPOSITE BLADE 6063-T6/LEM NA.5A. Tel.:(772)201-9919
Fox:(772)673-0588
2U 14 iC )ROUTING STACK BLADE 6063-TG ALUMINUM N.A.S.A WWW,JU5TSHUTTERfT.COM
_ 2 CEILING TRACK 6063-T6 ALUMINUM N.A.S.A.
16 3 1'/IIT WALL MOUNT TRACK 64G3-TG ALUMINUM NA.S.A.
14 1 B 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM
4 A TRACK 606376 ALUMINUM N.A.S.A-
5
.AS.A
5 RECESSED TRACK 6063-16 ALUMINUM N.A.5.A, PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5A,
6A.
ADJUSTABLE CK GOG3-T6 ALUMINUM N.A .A SUPERNOVA
HEADER -`LE E 7 UNIMATE LOCK BLADE WJO LP 6093 T6 ALUMINUM N,A,S.A.
0.14 7A UNIMATE LOCK MADE EXTRUDED ALUMINUM
LP 6063-TG ALUMINUM N.A.S.A. ACCORDION SHUTTER
a HD FEMALE LOCK BLADE 6065-T6 ALUMINUM NA5.0.
8A HII MA1P LOCK BLADE 6063-T6 ALUMINUM N. .A. LARGE E SMALL
13-F I OX3'HN 8B HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED
BLADE SCREW 9 1'JAMB CLOSURE 6063 TG AL UNNUM N.A.5.A.
410 5TAJNLE55 STEEL 9A 2'JAMB CL05URE 6063 TG ALUMINUM N.A.5.A.
f 0
114-2X ANGLE 6063 T6 ALUMINUM -ff.-A-.
S.A.
II 118.2X ANGLE GOG3-T6 ALUMINUM N.A,5.A. ENGINEERINGe
.19 12 WHEEL CARRIER PLATED STF#II NttON N.A.SA. ENGCt? INC. CA 97IG
SILL 13 #1 OX3'HH BLADE SCREW 410 5TAINLF55 STEEL N.A.5.A.
13A aI='HH BLADE SCREW 410 STAINLESS STEEL N.A.S.A5595 ORANGE OR.201
14 0.44'DIAM.FLATWASHER STAINLESS STEEL N.A5.A, DAVIE, FL. 33314
Li
15 0.416'0x0.93'BUSHING NYLON N.A.S.A Tel.:(954)585-0304
i6 0,46'D x 0.65'WHEL1.BUSHING NYLON N.A.5A. ENGCO@AOL.COM
14 )1 14 .-~ 19 PU5H-Bmom LOCK
20 112-x 318'WHEEL SFACER NYLON N.A.S.A. rruttt:say
Ift
S tP11lClpl ~ 21. 1/16'-I IX2.5 IX4 1.5X3 ANGLf:5 GOG3 T5 ALUMINUM N.A.SA. �d!``i` QE-.�'�R�+•
0.14 22• 5TO FEMALE LOCK BLADE 60G3-T6 ALUMINUM N.A.5.A. #1 �`• )„„,,,
13 13A 13A-FIOXT HH 22A,- 5TD MALE LOCK BLADE GOG3-TG ALUMINUM N.A.5.A. ` f ° Ejr�q"'w�F/•"L
MADE SCREW 228 5TD LOCK KEEPER 6OG3 TG ALUMINUM N.A.5A,
4105TAINLE55STEEL 4 NO:552609
a 506
'a 4 _yy,� STATE OF w Via$
0.20 � 0.390-^x'] 'y0it,' �4 `O!' `1tf/ai'
a 396 9" a 44 O.Dacs
0 R„1
- T d JUL 8 0 2015
0.3E0
fl:n
m STAtNOttLS&5TT£i.0- - -- --- ---- - - - - ----- - --- Fagmeer5"]
d C'�T d o 0 0 - --
N PLAT WASHER ANCHOR J�HEDUL --Prdro De Pugratedo-PE 52609
16-.4G'0 X.65• 15-.46'0 X.93• TYPE DESCRIPTION EMB E.D. MIAMI DAVE APPROVAL;
a 50 NYLON WHEEL BUSHING NYLON BUSHING
20-112'0X0.36' - -- 4NA T.
-, IW 1TWTAPCON INTO 3000 P51 CONCRETE 1.75 t3s PRODUCTREVMED
NYLON WHEEL1 4'ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 2.5 -- ase mpiyfBgWiththeFlogde
SPACER 4 WIMP 1 TAPCON INTO CONCK=BLOCK f - 8aildig Code
14°ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 �dC,
Q
B 1 4-20X i ALL POI 5 SOLID-SET fNTO .0 01 CONCRETE 0,87 3.0I I -20 I ALL POINT5-50LID INTO-C.ANCRETE BLO = 0. 5 0-1 LA SCREWY NTO =5 1.5 1 Mtc --
ST WHEEL 5 WITH D 1/4'-14 SELF DRILLING SCREWS INTO 1I8°STEEL OR ALUMINUM 0.75
STAMPED 55 WITH
o NYLON WHEELS E 114 CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0
rb E I I/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 3.0 DATE:04/07/2015
NOTES: ED:EDGE DISTANCE SHAU.6E MOND WALL DRl5SIN9 SCALE:NA
W �AX#1DWALL 5
iAK04 U4'CC9M X4icOV St CAN BEU5WINX&LACEOr IMLA0.5ORMS DESIGN BY:PPMP
H1.24
d
SHEET DRAWING B:
I I Of 13 15-146 !
_ 9
I
1
SHUTTER COMPONENTS MANUFACTURER:
4.56 3.92 JUST SHUTTER IT INC
4.54 4.08 3.23 Q46
40B o i.z4 1. 134 I ST' 9.MACEDO BLVD
99 a.61 z,es PORT ST.L17CIE
0.97 c Q o o FLORIDA 34983
a o d o Tel.:(772)201-9919
(772)673-0588
h i 48
3.21 $ d u 6 FWWIN,U5T5HUTTERIT.COM
O 1.23 .
p• �_ I B•COMPALUMINUM/
TE 2.04
^ ALUMINUM!LEXAN BLADE
0:05`ACCORDION B1ADE' N �- �' 7A-UNIMATE W/LP
�I�. �o-I-- T d LEXAN POLYCARBONATE APPROVED LOCKING BLADES 0.41
1.45 AS PER NOA 13.0717.01 7=UNiMATE_:WJV,'1P PRODUCT:
XLI02UV LOCKING BLADES
1 A-STARTER 6IADE '.
0.51 2.31 SUPERNOVA
1 0351 °I ^ '0 oD a' EXTRUDED ALUMINUM
4.61 1.77--1-11.56 d 006 d - ACCORDION SHUTTER
�4.08 hh d `{� LARGE 4 SMALL
0.06
� m IMPACTED RATED
h p __ ___-,�� N,,, W o T 8B•ADAPTOR FILLER
h c --- - ( w o, o m o �` USE WITH B AND BA
I I C-0.05'FLOATING STACK BLADE 0.07 0 61 - l N^'g j_1 "' 1I-'--1.99 N ENGINEERING:
2-IN5ETTRACKW/RG OPTIONAL d 1 d 3.00 ENGCO INC. fAall6
HEADER/SILL MOUNT -0.64 5595 ORANGE DR.201
0.13 to-708 8Ar MALE HD 0.08 0.60
OAVIE, PL. 33314
2.1-INSET TRACK W/O RG � � � LOCKING BLADE � Tel.:(954)SBS-0304
, �ALTERMIE CALK HEADER/SILL MOUNT 8-FEMALE HD _ '' ENGCOQAOL.COM
..,..{�(1� ENO RCABLE 1 LOCKING BLADE
APPLICABLE 70 3.83 m rn pp111/1�"4q
TRACKS 3, 11 ,,^� ^ 5-RECESSED TRACK dTj111�, E F1 �
3A AHO 3A 1q. o SILL MOUNT ONLY 1 .•....�. `R/
E' + 2 60 .91 r � Vg�.l�j
O.77 moi" '2
o.� Ro6 NO. 2609'%;�
2.63 d 0.06 r, .. 1.65
2.41
T �J IT %01 1 STAR
4p o 0.61 1 d '1 OA ,o �4
aza-
RG n o1' ^ m .� �i `•� 9B-HD JAMB CL0511RE O %�s� I•li E��IP
p
OPTIONAL
d d d U7 ti��QNML `IId11
3A-2'BUILV-OUT'IRACK -
d M Q 6 O IIIIIIII/1111
0.es _ HEADER/Stu MOUNT
1.0 -J-1 3A.I-2'BO TRACK W/O 228-LOCK KEEPER INSERT 2'70� JUL d 0 2015
.59 0.61 RAIN GUARD(RG) 22•FEMALE STD 22A-MALE STD 9.1'JAMB CL05URE
-0.07 _ R6LOCKING-BLADE LOCNNG_BLADE T N Engineer Seal
3-/"//,'BUILT-O_U--RT, CK OPTIONAL / o Pedro De Fgveired0-PE 52609
1,71 %.SILL MOUNT 3.70 MIAMI DADE APPROVAL
0.125 0.25
_ 43;1 1�//,�4`BOlTRAF,�K W/O --- -. _�1 -19A-2'JAMB CLOSURE PRODUCT REVISED
_GU_WD(RG)-=? _ _2.43 _ __ _ _ _ 2.07_ - 0.09_.. _ - _ _r _-1 -. _ _ '1 ._ _ __- _ _ - _. - - OS cdnplyingwhh Ih0 Floeda. _
- 0.eb 1.91 0.06 BuildiaB Coda
1 'I� Aaeploneallo( .05.4
L
131�Ire ion Dino
---` 0.86--- -- h - - --- m' -' - -- - - - - - - - - -�� - - - -�� - - - - - - - - - 21-1/16'THICKANGLES--Ay' -- -- -
0.61 cr d d d I o o p a 6063-TS ALUMINUM ALLOY Mian a al Comm
PTR'ACk
o y g` SIDE CLOSURE USE ONLY
0.83 W N fU Uj
`o 2.61 0.75 m
o 0.07
2.011 0.07 3.36 ;,; DATE:04/07!201 5
-2.23 5CALE:NA
DESIGN BY:PPMP
6A-ADJU5TL M MALE
6-ADJUSTABLE FEMALE HEADER/SLLL MOUNTHEADER/SILL MOUNT 2.0 SFIEET .DRAV✓ING#:
r1-1-115"THfCICANGLE5 10-1/4"THICK ANGLES �L' OR 1.5'� 12 or 13 15-146
V 6063-T6 ALUMJNUM;ALLOY GOG3-T6 ALUMINUM ALLOY
111 �-
MANUFACTURER=
5ECTION X JUST SHUTTER IT INC
TRACE.2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 134 I ST. S.MACEDO BLVD
BETWEEN WOOD TRU55ES PORT 5T.
' FLORIDA 3498498
3
Tel.:(772)201-9919
Pax:(772)673-0588
W WW.JU5T5HUTTERIT,COM
0.63 0.62
1.25 1.25 1.25 r 00��
PRODUCT:
N
(4 PER RAFTER) —7�
1/4'X 2 1/4 FH TAPCONS I 5UPERNOVA
WITH 2' MINIMUM I/4'X5'6063-TG ALUMINUM PLATE
PENETRATION INTO WOOD ACCORDION
SH UNUM
ACCORDION SHUTTER
. LARGE C 5MALL
5.00 IMPACTED RATED
tn L
m1/4'X5' OR I/B-XS' 6063-T6 a- ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO 0
_, _ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE 0 ENGCO INC. ..,lc
U I SEE TABLE BELOW FOR SHUTTER 1/4'X27(5'6063 TG ALUMINUM ANGLE N5595 ORANGE DR.201
_ SPAN & PRESSURE 1 DAVIE, FL. 33314
1/4'-14X 2' SELF DRILLING SCREWS Tel.:(954)585-0304
'mz SEE SHEET 5 MOUNT TYPED ENGCO@AOL.C,OM
aN ANCHOR TYPED FOR ANCHOR SPACING '+`+p+r•+++••••p•�•
A �. E
f 4k
5.00 if �!' No. 2609 s
1n-L — sr _
0 /►
0 1/8'X5.6063-TG ALUMINUM PLATE OR
ALLOWABLE DESIGNED PRE55URE5 ALIDWABLE DESIGNED PRE55URCS `-•��ONAI. ����'�
FOP,5L'C(ION X WITH 114'ALUAMNUM PLATE FOR5ECOON X WITH 118'ALUMINUM PLATE �'•+•.++.+.+u+^�`
BLADE MAXIMUM DE51GNED BLADE MAXIMUM DESIGNED �I�---�5 00--x{
SPAN PRESSURE SF 5PAN PRE55URE P5F cu JUL 3 0 2015
I I
IN —13LADE-1_ BLADE_1_B_ (IN) BLADE I BLADE 10, T Engineer Seal
60 ±159 x-159 60 ±99 ±99 0- Pedro De P:guaredo-PE 52609
7 2 ;-132 ±132 72 ±82 ±82 ALTERNATE 70 PLATE 00
84 ±113 ±113 84 ±71 ±7 I 1/87(29(5.6063-T6 ALUMINUM ANGLE ni MIAMI DADS APPROVAL:
90 ±IOG ±106 90 tGr. :EGG
. SED
88. -108--.- ±55 -:.±55_ - = PRODULTR6 w ePlo _
.._
126 ± 68 ± G8 126 1 X47 ±47
32 ± 62 ± 61132 ±45 t45 AaenniaeNol - SJS.o;
144 1+48,-50 +45-47 144 ±41 I ±41 I
���19
- 162 -1+30,-40- +28,-33--— --- -I 62 - ±30-- 1-+25,-30 _ _
- sy
t+lluo nosey -uc Contro�
NOTE. I- UNPAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMF
i
SHEET DRAWING#:
13 OF 13 1 15-146