HomeMy WebLinkAboutNotice of Acceptance M1AMI.OADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DE®NT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street.Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)3t5-2590 F(786)315-2599
,,NO
TTCE-0F ACCEPTANCE�NOA) .minmidade.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 Jhe 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
revolve 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. I i
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.
NUSSILE 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 f led 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 914-0708.05 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.
CMIMAMR09000M NOA No.0811513.03
� �� axxp afion Date:OS/I4/Z019
Approval Date:0 8127/2 0 1 5
000 Z 71201 S Page 1
I
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through I1 of 11, and sht. 3.1, 4.1, 9.1,prepared bI y Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
S. 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, cert6ing this product to meet the criteria ofproduct tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc:, dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., cert6ing 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.
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
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. 15-1 46)prepared for.rust
Shutter It, Inc. is engineering wise identical to N.A.SA.'s generic drawing(No.
15-113) and complies with FISC, 2014 Edition.
HA&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:
-57 U--P-E:K-N-0- i Vu_-A� JUST SHUT.TER IT we
1341 5W 5.MACWO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.LL1Qe
IDA
LARGE M1551LE IMPACT RE515TANT Tell..:(772)34983 201-9919
x..
ra (772)673-0588
WWW.JUST5HUTTFRJT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-IIVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT IS AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE%MND5 SUPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRF55URES AND UMITATION5 STATED IN THIS APPROVAL. ACCORDION SHUTTER
LARGE*SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(HVtiZ)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. CADIIC
JU5T SHUTTER IT INC_-PORT ST.LUC49,FLORIDA 5595 ORANGE OR.201
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TABLE Of CONTENTS: DAVIE, FL. 33314
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVf(7Tel.;(954)585-0304
SHEET DESCRIPTIONtWCD@AOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-1 O AND PROVIDFD-BY•A
FROFE55IONAL ARCHITECT OR.ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE or commT5,GENERAL NOTES,USER IN5TRUCTION5
FRE53URC MUST NOT EXCEED THE ALLOWABLE ME55URM FOR EACH SHUTTER CoMpoNtNT TO 13E oos`* DE F/
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, f A AND GLASS
,
SEPARATION TABLE 2 41
5-MATERIAL:ALL'EXTRUDED ALUMINUM SHAPES SHALL BE MADE Or 6063-TG ORAS NOTED. 3 TYPICAL SECTIONS A.8!.B2,53,84 I WITH ANCHORAGE TABLES N.O.5 609.
4
G-FASTENERS:ASSEMBLY 5CRrW5 AND ANCHORS SHALL BE AS SPECAFIED IN THE CURRENT SET OF *i
DRAWINGS.INSTALLATION AND LOAD5 AS PER THIS APPROVAL. 4 TYPICAL SECTIONS 5 4 C WITH ANCHORAGE TABLES STAT F
I
7-USE:IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OF ENGINEER OF RECORD 5 7wicAL 9=ioN5 t),E t Gm WITH ANCHORAGE TABLES tP to
TO VERJFY THE FOLLOMNG:
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS P.G#I WTI'M ANCHORAGE TABLES
ANCHORAGE. JUL S 0 2015
7.2-THE SITE spraric rRojecr CRITERIA.SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE 7 JAMB AND CORNER,5ECTION5 1.F
REQUIREMENTS.DESIGNED PRESSURES LTC. ' fmtnftr seal
7.3-THAT THIS APPROVAL 15 ADEOUATI!To THE SPECIFIC Mtogcr. a LOCK MALE 4 FEMALE 5ECRON5 V Pedro De Nueme-do-PC 52609
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCr,UNIMATE SECTIONS W1 MIAMI DADE APPROVAL:
FOR TH15 PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE
-FOR MND:LOAD HAVE BEEN U5I!D.-_-_ 10 STANDARD LOCK SECTIONS IN* ]PRODILICITRUVISSO
m cOmPlOrkii;With%ho Flmitfi
Building ou&-
i I BILL OF MATERIALS,ANCHOR SCHEDULE 4 13LADE ASSEMBLY,
USER IN57PUCTION5- 12 COMPONENTS /9
I-DETERMINE PROJECT DESIGN MNE)LOAD PRM5UKF5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 7P DLTAiLS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TAM I A.
DATE:04107120 15
3-VERIFY GLA55 SEPARATION ON TABLE!2 IF APPLICABLE. SCALE:NA
DESIGN BY:Prmr
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION Or SECTION TYPE To BE USED AS
PER SHEETS 3.4.5 4 G.SECTIONS ARE INTERCHANGEABLE.
s-THE LowmTnmsukE FROM ITEMS 2 AND 4 A13OVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING
PRESSURE FROM GENERAL NOTES 4 IOP 13 15-14r.
NMUrACTUFM
JUST SHUTTER IT In
TABLE TABLE I A 3NtCWORJ EXfCRS4 6 134 I SW S.MACEDO BLVD
MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE N 1 1109 1 B BLADES PORT ST.LUCie
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 1 100'1 1 FLORIDA 34983
�
Tel.:(772)201-9949
BLADE SPAN PRESSURE(TSF) BLADE 5PAN PRE55URE(P5F) , G A!L ALU INUM'BLAD Fax:(772)6730588
INCHES INCHES 1� I 1 i WWW.JU575HUTTMT.COM
66 IGO 160 90
W158i 66 158 158 INrERbR" J FJcrEIt1�
72 144 144 72 144 144 ;
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR JvarRi R
SHUTTER.
90 1 16 116 90 1 16 1 16 6 t 1 1-� COMBINATION f]l�UP> RNOVA
96 108 108 96 108 108 ORO ALUMINUMTER
104 100 100 104 loo 100 r� 1 Do• ALUMINUM tom iN MW
ELAM " GNbBLADE3 AcCt�IzotON
108, 93 93 t 08 93 93 "' COMMNAttONS AS RLCWIICD :• LAM 4 SMALL
114 $3 83 114 83 83 IH 1 H IMPACTED RATED
120 75 75 120 75 75 1MERIORJEXTERIOR
126 68 68 12 68 68
132 62 62 132 61 61 ENGINEERING:
i38 57 57 138 53 53
`L4a�45 --52- 144 a5 47 INTERIORJEXtERIOR ENGCO INC. uellc
!50 4( -48 150 38 42 5595 ownNGe DR zD I
162 30 a0 162 28 33 1H-` }g !H-� DAME, PL. 33314
TeLI(954)585-0304
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1-ACCORMDN SIIVMIt MADE SPAN ONCRM)fORAU,COMMONS �iE1r..I/I•iA�„�.
2-fit Wft-DE91GNVARDLOADOW) 1H 1HJ
e-&T1 IN1fY.POLATION L9 AGCEP1AnLE roR 061GN wIND LOAU9 AND MADE VAN MMfEN *yp t./
A- iAv MONEORMORerne L9e1iOESVSEb ',:INTERIORlfJ(TERIOR �'d �•SMR I /+,,�L
S_MADE REVERSED INSTALLATION 0 ALLOWED FORAN.MOUNTED CONDM0145 i!�', ,avA EH8�
4
TABLE 2 No. 2600
-
TABLE
ELEVATION TYPICAL CK0555ECTION MINIMUM 5"UTTER SEPARATION FROM GLAZING -o STAT F Ac
A.B,C.D.E.GH X 1-3 p
GLAZING SEPARATION (INCHES)
T TOP TRACK
r BLADE TYPE BLA E SPAN ,,,,aNA6��L„��
F- <=60° <=104' <a I 2•
u ALUMINUM 2” 2 314' 3.125" JUL ZO'�
En meer Seat
a z N ttE uaEtm All Ell:VATIONS Pedro De prem edo-PE 52GO9
a LEXAN 3' 3' 3"
F- W L, M N I <-30 UEVATION MIAMI DADS APPROVAL:
._� a - m PRODUCT RBVISHI)
2 LEXAN 2 118` 3 3" ar wIdLtheFia(Ju
>30F UVATION _.I_.....:-_ -- _-. - DWIdN A de S-o5/ 03_
I
W NOTES, (dt13a(o O Iff -
F 1-SEPARAVION FRAM GIAM4ARrA9'uW LIE uLW=PROM
GLA2ING SURFACE TOTME WKRK•�etlMOST,MA060R_LDOKSi:QACE. 8
_ g>CL1 11 H III I IAJnPERTteC:liVtJX'{6RAwARV IUD IMMm D un CbnNG
N
3=VMO7 9HUttER'E3-ASSEAtlIEb LY1L)100111 TFPC9 OP MAOE9 THE
tARGE9t GLASS SEPARAmON SHALL APPLY.
DATE:"0712015
BOTTOM TRACK SCALE:NA
C DESIGN BY
.PPMP
SHUTTER WIDTH
NO LIMITATION
SHEET DRAWING N:
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTION5 A,81.B2,B3, 34 _ _
AND ANCHOR 5CHEDUIF t/tB JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR Qz NLOX3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341'5W 5.MACEDO BLVD
L I BUILT-OUT ON ANGLE SPACED AT 12'OC w� PORT 5T.LUCIE
HEADER OR 5ILL 1G FLORIDA 34983
DPTIONAL Tel.:(772)201-9919
2 2A 11 r- ruin SECTION B4 Fax:(772)6730588
6 ADJUSTABLE TRACK
,o 1� ON REVERSE ANGLE WWW.JU5T5HUTTERIT.COM
m EMBED. w 5ILL ONLY
ANCHORS DESIGNED PRODUCT:
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It ANCHORS DESIGNED = 10 f ON TABLE BELOW SUPERNOVA
AS PER SECT I ON A EXTRUDED ALUMINUM
z �G+ ON TABLE BELOW
1/1 H ACCORDION SHUTTER
a 1/4-14X1'GR5'SDS OR LARGE 45MALL
i 1/4-20X3/4' PHMS W/NUTIMPACTED RATED
a SPACED AT 5'11C EMBED.
a -i 5ECTION B I
°A,TRACK ON ENGINEERING:
REVERSE ANGLE
5ILL ONLY ENGCO INC. GCI IG
rpp .sw"`• Zd I/I B 5595 ORANGE DR.201
DAVIE. FL. 33314
ANCHORS DESIGNED w 5ECTION 53
AS PER SECTION H1 #10X3/4' TEKS Tel.: 954)585.0304 -
i, .w .. _. _. ADJUSTABLE ON - _. (a7AOLCOM
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1/4-14X1'.GRS SDS OR >: w AS PER SECTION B3
1/4-20X1/2' HH W/NUT _ EMBED.—� ,�,, _� �: '�' ON TABLE.BELOW r.4f, •
SPACED AT 12'OC = e W o No. 2609 _
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rx mDN TABLE BELOW 1/4-20X3/4' PHMS W/NUT JUL S 0 20b
w - �r1aNAL SPACED AT 5'UC
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f- 4: Engineer Seal
H _ ` MAX. BLADE SPAN IN INCHES Pedro De PNuarcdo-PE 52609
SEE ANCHOR SCHEDULE ON
4 11 Ti EMBED. MAXIMUM ANCHORAGE PRESSURE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADe APPROVAL
SECTION B2 ANCHORAGE SPACING 162 132 108 B4- 60 1'R000CTBBVISm
-- - -_--1/4-14X1'-_-GR5-SDS OR: _- :. - BuiW�(bde ilhQroWarido
1/4-20X1%2' HHMS-W/NUT + - - A'TRACKON. ---- -- -s El E E1-<E E1 1 E E
SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93 46 124 60 160 B4 _ Aoocpl I 51 .oT
SILL ONLY SECTIONS 12 40 36 62 44 9 4 160 70 TO 98 Br�1 fon Dua �y�9
A,81,1212 8 40 40 62 62 93 61 124 105 60 146
B3,24 6 40 40 621 621 93 93 124 124 160 160 �MVn u ft.
,t,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 PRC55URI- (P5 P) 15A5ED ON 5 P A C I N G IN INCH C5 ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING60 5CALE:NA
162 132 IU8 84
A Al III IBI IC ID IB1 C D A Al B B1 C D A Al B B1 C D DESIGN BY:FPMF
SECTIONS 14 4 -- 0 40 40 62 -- 62 49 6 49 90 22 3 60ja
92 60 116 9 124 7 118 77 160 4 0 108 6 107
12 40 -- 4U 40 40 40 62 21 62 57 62 57 93 26 93 70 70 124 34 124 90 124 69 1'0 47 160 126 160 125
A B1,B2 8 4 26 40 40 40 40 6 32 6 62 62 62 93 39 93 3 93 124 SI 124 124 124 124 l 1 60 1 0 160 160
B3,B4 6 4 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 16D SHEET DRAWING H:
4 40 40 40 40 4D 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 15-146
MANUPACTURER,
TYPICAL 5ECrION5 5 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT IND
1341 5W S.MACEDC)BLVD
PORT 5T.LUCIE
FLORIDA 34983
"HEIRS DESIGNED Tel.:(772)'201-9919
"
AS PER SECTION C Fox.(772)673-0588
ON TABLE BELOW VMW,JU5T5HUTlTRfT.CX)M
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SUPERNOVA
w WKUDFO ALUMINUM
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AARGE 4 51VALL
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ANCHORS DESIGNED x
As PER SECTION B to I/IB
212A
ON TABLE BELOW :L f5rCTION C
WALL-MOUNT VATti tNGINEMNG.1
3 OR 3A
SECTION B HEADER OR ENGCO INC.
131XLT-OUT ON 5595 ORANGE M 201
REVfR5E ANGLE �;'j EMBED. DAVIE. PL. 33314
HMER OI�A!LL Tdio(954)585-0304
EN=QAOLCOM
1/4-24XV GRS SDS 13R
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1/4-EOXI/2' MHHS W/NUT 73,3At
SPACED AT 12'11C
as
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2609
ANCHORS DESIGNED
AS PER SECTION C' s
ON TABLE BELOW
•
MAX. BLADE SPAN IN INCHES IONAL
SEE ANCHOR SCHEDULE ON
SHEET 11 FDR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (F5F) BASED ON SPACING IN INCHES ON CENTER JUL 8 0 2015
ANCHORAGE SPACING 162- 132 60 5e3l
ID I
A Al I IC lu A Al IB IBI IC I D -SAWS Al III c D 'AIN B BI C D A A Pedro N Nuctrado-re 52609
V 11 40 1— 140 140 14U 140 62 18 62 1 a "10- 2 86 160 81 .0) 161042129 110 10 7 A 5 107
6 19 115rS 91146
Idl 40 1 62 57 62 57 8' 26 15 DI 19Z MIA)A DAVE APPROVAL:
140 140 140 140 62 2 93 70 67 zo 1 1? _
4,0 62 32 62 162 62_1!: 93 39 93 7 93 110121Q111112417211 160 71 116UI PRODUcritilvism
I 40.:3 2 1 a L86
.140 140- 40 14 L, 43 62 162 6 93 52 3 93 3 9� mplykis with the lwdg
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SRI-
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(PSF)
ANCHORAGE SPACING \ BASED ON SPACING IN INCHES ON CENTER
162' 1 132 1 108 84 60 DATE:04/07/2015
E I ri I Ef El E El E I Ell E I El SCALE:NA
14 40 31 62 38 87 46 112 60 157 84 DE51GN BY:rpmv
SECTIONS V-12 --44 3 4 121 0 60 9
B&C 4199 11601138 1
a --62 3 77 12
6- 40 40 62 62 93 8
8 124[113116011591
4 40 40 62 62 93 84 124 108 160 151 SHEET DRAVANG
4 OF 13 15-146
MANUrACTURE?j
ANCHORS DESIGNED TYPICAL 5ECTION5 D,If ISM ANCHORS DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D AND ANCHOR 5ChEDULE AS PER SECTION GH
ON TABLE BELOW 12N TABLE BELOW. 1341 5W S.MACFDO BLVD
PORT ST.LUC(I!
w
:ED) EDGE (ED) EDGE FLORIDA 34903
DISTANCE DISTANCE Tel.:(772)201-99(9
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AT 1121 oc V/LEG PRODUCT:
SECTION v Tn
INSET MOUNT V4 L 5UPERNOVA
OC TRACK 2 OR 2A —(ED) EDGE DURUDED ALUMINUM
HEADER OR SILL DISTANCE ACCORDION 5HUTTM
LARGE 4 5MAL)
5rCTION E IMrACTVD RAMD
1/14 ANGLE INSET MOUNT
HEADER OR SILL
1/4-14X 3/4' TEKS
EDGE
'CE
DESIGNED
SECTION
H
E BELOW
ED' EDGE
DISTANCE
76A
SPACED AT IR'OC
ENGINEERING:
ENGCO INC.
5E [ON G"
ADJUN W.MOUNT 5595 ORANGE DR.201
ANCHEIRS'DE DESIGNED HEADER I SILL DAVIE, PL. 33314
SECTION
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AS PER Tel.:(954)585-0304
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SPACED AT 12109
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0 1
MAX BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE JUL 8 0 7015
MAXIMUM ANCHORAGE PRE55URE (PSP) BASED ON SPACING IN INCH E5 ON CENTER rqlm��Seal
ANCHORAGE SPACING 162 1 132 108 94 1 60- 1 16211321198 84 60 Fedo Dc NoeweJo-FF 52609
A B IC ID I A III C ID A B IC ID A B C D A C D 9 E E
6 22 27 33 20 4 tO 1 4 1 60 72 136 4 16- 28 34 4 53 74 MIAMI DADVAPPROVAL:-
37 44 5 7 26 jRq 59 69 34 41 St '97 148 157 1 12 3� 5 71
12 36 26 45 E ' _" 5
I WK L) 6T EHQU 140 148 6 103 51 1 --12-1- 145171 186 8 41 106 149 PRODUCrRUVISPO
40 40, 10 42 �'2 — —
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1964 1- 5-1 4 8- 160195-1115 6 4C
6- --40: 9 L 'g
49 -25 14460- 6F 62 43 52- 93 15 82 �160 46 93 T24 F60
0 146 tons
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62 62 !6 6 93 93 79 93 124 124 102 160
I -- 22 26 -- 1 1 27 J-32 I PQ 1-- 1 2S 141 IPA 1;)4 1 49 1'iFt 1'4A Iq4 1 1 2 2 lbowm Date 0
9 22 1 26j 27 32 20 1-- 34 139 124 23 1 43 151 131 11 1 99 71 44 42 27 T31 --ALLAdi
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GA ADUST E CK 6 63-T6 AAiMINUM A.S.A SUPERNOVA
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DATE:04/0712015
SCALE.NA
DESIGN BY:rpmr
SHEET DRAINING
13 of,13 15-146