HomeMy WebLinkAboutProduct Approval ift
BCIS Home i Log In I User Registration Hot Topics Submit Surcharge Stats&Facts { Publications FBC Staff BCIS Site Map i Links Search
Product Approval
�?t 'I'�USER:Public User
Floridad"
Product Approval Menu>Product or.Application Search>Appliration List>Application Detail
FL# FL14452-R
Application Type
Code Version =Approved
Application Status
Comments
Archived (...i
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
Irodriguez@easternmetal.com
Authorized Signature Bill Feeley
Irodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category CBahama:)
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence f L14452 R3 CQt._,F_'F�ST_ERN M T�1=.!1 PLY2c INC.,__(:�F2;IVLl 17_]Q7,,...,
CERTIFICATE OF INDEPENDENCE.rdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886 2005
ASTM E-1996 2005
ASTM E-330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/01/2017
Date Validated 12/19/2017
Date Pending FBC Approval 01/08/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
14452.1 ALUMINUM BAHAMA SHUTTER Extruded aluminum slats interlocked together and retained
(Drawing 17-101)-Non-HVHZ by extruded aluminum tracks to provide hurricane
protection.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14452 R3.11 EASTERN METAL SUPPLY2C,_INC__DRAWING
Approved for use o VHZ:Yes 17-101 ALUMINUM BAHAMA SHUTTER.Ddf
Impact Resist an es Verified By: American Test Lab of South Florida Inc.
Design Pressur Created by Independent Third Party: Yes
Other: Large missile type"D",Wind Zone 1,2 and 3 and Evaluation Reports
not allowed at essential facilities. Max.height is 72"for+42, FL14452 R3 AE EASTERN METAL SUPPLY2c
-53 p.s.f.ASD for concrete and concrete block and+29,-39 INC. DRAWING 17-1.01 PRODUCT OF EVALUATION
p.s.f.ASD for w substrate.See sheet 9 of installation REPOP,T.Ddf
drawings for other spans and pressures. Created by Independent Third Party: Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,-pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
W:',; Li_M Ef,Yesh
Credit Card
Safe
GENERAL NOTES:
I ALUMINUM BAHAMA SHUTTER SHO?,N ON THIS PRODUCT EVALUATION -,)OCU?,4ENT (P.E.D.) HAS BEEN (C) TO EXISTING CONCRETE AS71.1 C-90 BLOCK WALL;
VERIFIED FOR COMPUANOF IN ACCORDANCE WITH THE 2017 (6th EDITION) or THE FLORIDA BUILDING - 1/4"0 LIALE PANELMATE ANCHOR AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
CODE. THIS ALUMINUM BAHAMA SHUTTER SHALL. DO BE iNSTALLED AT HIGH VELOCITY HURRICANE ZONES (M:N, I'm = 2000 psi.)
(VIAt4f JADE/ OROWARD COUNTY),
11/4"0 CRETE-FLEX TAPCON AS MANUFACIURED EY ELCO CONSTRUCTION PRODUCTS.
DESsGN WIND LOADS SHALL SE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTONED CODE,
F'OF. A WIND SPEED AS REOUIRLD BY THE UUP,SDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NOTES:
FOR A DfRECTIONALITY FACTOR Kd=0.85, USING ASCE '-10 AND SHALL NOT EXCEEC TI=E MAXIMUM (A.S.O.) C.1) MINIMUM EMBEDMENT OF MALE PANELIMATE ANCHCR INTO CONCRETE BLOCK UN'T SHALL BE I
DESIGN PRESSURE RATINGS INDICATED ON SHEET 9,
"
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTiMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C.2) MINIMUM EMBEDMENT OF CRETE--FLEX TAPCONS INTO CONCRETE 8I.C.101 UNIT SHALL BE 1 1/4
SHALL BE FIRST REf.)UCEO TO A,S.CX DESIGN 'hNNQ LQAOS BY %4UL71P1,,'YIN(- THEM BY 0,6 IN ORDER TO EXISTING IN
TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEET 9. C.3) IN CASE THAT PRECAS'l STONE OR PRECAST CONCRETE PANELS BE FOUND ON THEALL
ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, kNCHOPAGE
IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E,D,, AS TESTED, WERE NOT OVERSTRESSED, A 337 SHALL BE AS INDICATED ON NOTES C.11 & C,2),
'INCREASE 114 AU.OWABLE. STRESS FOR WIND LOADS WAS NOT USED IN THELE? ANALYSS. HOWEVER, FOR
CONNECTIONS INTvO V,1000z A 1,60 WIND LOAD DURATION FACTOR WAS USED 70 CALCULATE SCREWS (D) ANCHORS SHALL BE INSTAI.LED rCLLovmqG AIl, OF THE RECONMENGAVONS AND SpLCIFtCA7;I0wS OF THE
SPACINGS, ANCHOR'S MANUFACTURER.
A1.0MINJ'A BAHAMA SHUTTER'S ADEQUACY FOR 4,4PACT AND rAT!GUE RESISTANCE HAS BEEN VERInED IN
.ACCORDANCE WITH SECTION 1609.1.2 OF PIC ABOVE MENTIONED CODE AS PER AMERICAN TESTING LAB. 8, EACH SHUTTER SHALL HAVE A LEG151LE AND READILY VISIBLE MARKING lNSTRUCIING O',l,'NER OR TENANT' TO
OF SOUTH FLORIDA REPORT = 1120.02-07 AS PER AS111. E 1886-05. ASTM E 1991-05 AND ASTfit E SECURE SHUTTER WITH SILL BRACKETS AND ALUMINUM BACK UP SHEET DURING PERiOGS OF HURRICANE
3330-02 STANDARDS, QUALIFIED FOR WIND TONE 3, MISSILE TYPE 0, AND FOR iNsTALLArIONS At NO-14 WNRNWGS.
ESSENTIAL FACILITIES AS DEFINED BY SECTIONS GZIA, 6,2.1,2 ANTI 8,3 OF ASTM E 1996-05. 9 1 - T ESS OF THE SIRUCTUPE WHERE
" IT SHALL BE IHE RESPONSIBILITY OF HE CONTRACTOR to VERIFY THI: SOIINDNE
2, SEC MAXIMUM PRESSURE RATINGS 4t. NAXIIAUM, SHUTTER DIMENSIONS ON SCHEDULE ON SHEET 9, SHUTTER 1S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SFAIL/CAULK ALL SH107ER,
COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT WIND/RMN
3. ALL ALUMINUM EXTRUSIONS SHALL BE A'VMINtJ%i ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH INTRUSION.
Fy = 25.0 ksi IMINIMUM (UNLESS OTHERWISE NOTED). ' O
10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUI;ASLE PlIX.-FORM OR BALCONY WHEN SECURING LIN7 URIM3
4. ALL SHEET METAL SCREVeS '10 BE STAINLESS STEEL 304 OR 316 ASI SERIES WITH SO ksi YIELD HIIRRiC,4NE WARNINGS.
STRENGTH AND 90 kui TENSILE STRENGTH OR CORROSION RESiSTANI COATED CARBON STEEL AS PER
DIN 50018, ALL MACHINE SCREWS TO BE STAINLESS STEEL 304 OR 316 A151 SERIES W'TH 36 k YIELD 11. ALLIMINUM. S.AHA.MA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAW NG PLUS ANY
STRENGTH & SHALL COMPLY ',V/ FLORIDA 81!LOING CODE SCUrION 2411,3.3.4, BUILDING AND ZONING RLa6LATIGNS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 7-_
E, BOLTS TO BE AISI 304 SERIES STAINLESS STEEI_ W'TH 35 ks; M11,41MUM YIELD ST'RENGTH, 12. (o) THIS PRO'DUCT• EVALUATION DOCUMENT (FZD.) PREPARED BY THiS ENG.NEEP IS GENERIC AND DOES NOT
PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; F. e. WHERE THF SITE COND17114NS DEVIATE FROM THE
9. ALL ALUMINUM POP RIVETS TO BE 5D52 ALUMINUM ALLOY WITH ALUMINUM MANDREL.. P.E,D,
7. ANCHORS TO WALL SHALL V_ AS FOLLOWS; UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDINC. LIFE SAFETY
OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATON CY)CLIMEN PROVIDED HE/SHE DOES NOT D C-vTATEE
(A' TO EXISTING WOOD FRAME BUILDING: SOUTHERN PINE No.2, G-0,55. FROM THE CONDITION'S DETAILED ON THIS DOCUMENT. CGNSTRUCTIONSAFETY AT SITE IS THE CONTRACTOR'S
1/4"0 MALE PANELMATE ANCHOR AS MANUFACTURED BY ELCU CONSTRUCTION PRODUCTS. RESPOHSIBILI-Y.
1/4-0 CRETE FLEX TAPCON AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID 'fr AL;EPED ST ANY MEANS,
NOTES:
AA) MINIMUM THREADED PI-NF-,RA:fiON Or MALE PANEUMATE ANCHOR INTO WOOD SHAL_ BEE 1 7/6- (dl SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA PROFESSIONAL ENGINEFR OR ARCHITECT-T WHICH
WILL BECOME THE ENGINEER OF RECORD (E.O.P.) FOR THE PROJECT AND WHO WILL CC RESPONSIBLE FOR
MINIMUM NIMUM THREADED PENETRATION OF CRETE-FLEX TAPCONS INTO W00D SHALL BE 1 1112'% fliE PROPER'USI: OF THE P,EO, ENGINEER OF RECORD, ACTING AS A. DELEGATED ENGINEER 10 THE P.E.D.
ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE. SPECIFIC, DRAWINGS FOR REVIEW.
A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS OE FOUND ON THE EXISTING
WALL, ANCHORS SHALL BE LONG E14OUCH To REACH THE MAIN STRUCTURE BEHIND SUCH (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SM, AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES &I & X2;', RECORD THAT'PREPARED IT.
(0) 10 EXISTING POURED CONCRETE. 13, SHUTTER MANUFACTUREWS LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT PANEL IN
- 1/4"0 MALE PANELMATE ANCHOR AS MANUFACTURED By F1CO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709,9,3 Or FLORIDA BUILDING CODE, ONE LAREL SHALL BE PLACED FOR EVERY
(MIN, Vc,-3350 psi) OPENING. LABELING TO COMPLY WlIH SECTION 1709.9,2 Or THE FLORIDA BUILDING CODE,
- 1/4"0 :;RETE-FLEX TAPCON AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
(MIN. f'C-3350 psi.)
TIT/ FLORIDA BUILDING CODE (Non High Velocity Hurricona Zone)
NOTES: wo"ia=*'INC
ALUMINUM BAHAMA SHUTTER LA
8.1) MINIMUM EMBEDMENT OF VA117 P-NELMATE ANCHOR iIvRO POURED CONCRETE Stl'Au SE
1 1/4-.
MINIMUM EMBEDMENT OF CRETE-FLEX IAPCC-14S INTO POURED CONCRETE SHAL1� BE 3/4' I L E CCOINC, EASTERN METAL SUPPLY, INC
07/2
CATE
TILLIT TESTING&CNGINCERING COMPANY 12ca wF"01zS
hb�AIII, W
B.3) IN CASE THAT PRECAST STONE Or PRECAST CONCRETE PANELS BE FOUND ON TWE EXISTING WALL. 1.143i "M?Pr, 50".Ft 3�4, 17-101
ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
SHALL RE AS JND�C/JED ON NOTES B.1 & F12). . .......... t4t".0-1— (P NALTr.ES-006715
n A mur j,.,px
IIIIv
RUA i-__177j"N'
�
�
`
__--_--J
AURViNUM
RIVETS GIC
SROM OM HINGE PIN C&
TO TOP HORliON.A.l.
C•-7`MIX.14LITI FOR ft—
................«.........Z. 7 ,;t)T.H POP,I
("GM T,)
{COX7,3,I C/7
NT.)
(T-P,) (cc
1/4-1, CflrTE-FI-Ex
fAfICONS -4- ....1.......
(SEE SCHEDULE ----------TI ...._`."—TTr--
f
-A
SHEET 9)
It
4
=71 2 7r,--ew,
HF. I4S INTO
------------
IRUSS
-A
2 1
MOLLY
.ACK NUTS
---j. 3 1/4%400/4 7'O.0 TYP.AT 1�! HEAD IIS Ifflio
I It P"'LLIPS TROSS *i EAC4 Mu 1'01 1/4%20 LIOLLY
EAU MS INTO- It; NIJ I-SS Q
MOLLY III if OX 1YP. AT
JACK NUTS a t;I I,j
14-OX FYP ATr2t j!
it :I i t i I ACH MULI(071 i2,�
L—------Y
',..m- lir
fly . .......
(r�;,, EACH
--41 L--- i I ,� I
-J
If lit
s
E777--j -11 r
4WE Il
T
A/5 f',A A/5 A/5
L ...... ........
FA�
A ./5 1 75
\P11 #sXI 1/4- (Typ� AT EACH)
7
(2) #8XI,I/�� A�;, -cH) S S, I/
P.K S.M�S. D/7
mom jwe 0FROM JAMS Z
TO -,OP a BOTTOM. �W/7 i TO TOP &, BOTTOM
tionIZONIAL ....... {SEF SCSEOtIU%S`tE'-T HORIZONTAL t4'
FRONT ELEVATION W/O ALUMINUM 13ACK UP SHEET ilg FRONT ELEVATION W/ ALUMINUM BACK UP SHEET JI�."
(ON HURRICANE POS11T1190N) CONNECTION TO SHUTTER FRAME
j (HURRICANE POSITION)
ELEVATIONS FOR INSTALLATIONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
INTO WOOD SUBSTRATE �1.017 r.'Mo-INC
SCALE 3/4" V-0-, • ALUMINUM BAHAMA SHUTTER
Z:7:i-:L r7E7C O.nna 6r:
-:07,
EASTERN METAL SUPPLY, INC
TILUT TESTINC &ENCINEERINO COMPANY 42*9 WE KICKS ORVE
.—� �. —1 (ew)-32-220-,F.,
411.,-, m-=;�gI min I'M.Pwj KICK I.3J4,W
-zt—c—lx-
-mof-71 9
VIMSR A.TUIT 4,,;, t;.
I'LORIDA U, P i
_...__.....
_..
.5116' ALUMINUM iAp
4T Cis it a"O.0 .
FT2^\!N'NGC FIN.S .... ',/4-uax,'mores rowfO
1.. ..�...... �_._.µ.................{K'ra?X.Y: t> .. ___...._. 4a .3'-1`I.t4x.rliJi>t FOR i?y-...
_._..... :K,e6r U X�-.- .----2E.E67^ 26.667'wx. q.
...
a7s 4F,(-Ni- ;8�?{cQnT.} 5 (c T p jg3 c/s
_ ... .
1/4% CRETE-FLcX .._.Y.._.,... "...._.^...,,�
4
TAFGQN>(SEF. .., o,...,. �.... T-f e. .._}. ..�
SC"3ECULE SHEET 9) -
j--
aHIL IPS r tuA
H",(J5 INTO
1
_.w.._....1 ...._ ..__}I ii t�l 13 � ': tf t�k"ax2Dx3/t"
I Jniut"NUTS ( 1 }C ?HIlL1oS TF,USS
_._-'_- „__.'Y.h._�,tT. W ___!€,_.r,._,. �.....__—.�..—TII(:: ,3 •;''x. .t}l
PHILUPS TRUSS ' t � T . �T
«1 i}h€"• +C u
:shr9� J�
iI MOLL
Y
} CALLY lit r �HEAD t'l Ir I 7" HuIS d( i .... O.C h-.A
fi
1 , CJK NUTS 0
Ea
7` Q.0 TYP, AT i JAtd2S 3.
_.
I .�...�__.......__....... �_.._....._._....� .-._. }y 1 FACF! MU..L€OTT C"j; 10;
j ;i �'�.,.., i 1�€ � as .1 I,;( � i t« l".c �. JlC€+JA3dG)It
it
IL !it
W/ �`.._ _," _ • s GIs 1 _ _ a
-- } !:
3 A v AT5 1 �At 5 -�•f __._„!3 6 t "] A7`$ a..� A 5};}A 5 ! ii*
.�.,......�. e g._.._ ..i
ILn
rl) �t ri of 'F.li, n .-..
(2) �t3x1 1j4"r.Nl Lt:.".) 4„} -..(7} ,7;(:kF.AT EACH) 2;...•._ �M.S 4;� —i2;, f;.z AT E;,c44.:2
M 3. (c dFaL} FRO AYJ
CSCA JJvMS7TO TOP& BOTTOM
'to TOP& BOTTOM �� Dj8 HOR5ZON AL A;
HOP52ONTAL(4) I...__.�...___.....,,�........�._......._'y;•{5EE SC,=11'i.C.t3l4m 9i------------_...........,.___....._._;
FONT ELEVATION W/O ALUMINUM BACK UP SHEET'8i FRONT ELEVATION W,[ ALUMINUM BACK UP SHEET ;:8>
(NON HURRICANE POSITION CONNECTION TO SHUTTER FRAME
HURRICANE POSITION
EVAT S FOR INSTALLATIONS INTO
CONCRETE OR CONCRETE BLOCK SUBSTRATES
SCALE - vl<" 1'T.T�Sj'JPllifJ,rre A�
�% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
S`1 '•, fi " :Eb ^2117 TtTEaa•GVi
O ALUMINUM BAHAMA SHUTTER Lc
aiww Sin
/I 1 M L ECO INC. EASTERN METAL SUPPLY, INC a7nG>T7
o:Tc
C,) •..((��7 tlLLIT TESTING & ENGINEERING COMPANY 4268 IYt.STNa+US 0-WE "---
/C.t.' c'S.r.G.)S>4:)fti RCa.^.x.)•):!s'. WEST P/.W 9EK:N,sl}:A07
tsn#s7:-.s~A•T„-.f155;Eai-sxv+ n:c. 17-101 ..
wq� tao�Ntz-22as.�,iEs)y3aa-dt:Ea oaawr,.;wo
�0rY �,,, E73-Opa6754 _ uamno, arz uxnenn" on
VAiiniii A,TILL)T
as�xx;auoxr..t�iL nx?�or.ue.d«Ker� - s>arn .are
i
�I
roaGRETE��+ j T--•�--�--
T'Eo i,R-`.0 7yp,i 'tt'40D S7J, i f 1-
ROUIRED �yy) .
titin. E.(?. •:
..-._
.. 2'brrn- r T}
'mow . stdt'EKi, ECC /
tGIC THtX T OP (2)3/16"9{C1/t1194NOTCHED FT TOP d~ -
FOT"O„i HORQONTAl PO- r RTr'ETS ON 6hCK c a a E3 1t1 itaRIZV dTAt 4 t
t - TO AcHfuE 604tlFR FF,C£OFi2 nT?i?-^• rK c^, T?aCr3iELE (3R £t; - 3.
3/4 COSvetEBOTTOM TY
. BVTTUR. FOR
x 2 d.,tiNEOTIVN
CO'44EG11ON TCi�) ,/^' yr �..
(9Emlt o '-{ TYf) 4 i;, QN
!3thGE 1{EEVOD)
•a• 7,r„ .•�'. `r E 1 �11 S4 9 MALE;'A1tELt/.ATE
,/a.o s,AL£ PeA.Nz(J4?T �; �: , _t -. _..��, ._ _._.._..__.� t�_.�, __._..____-_ -- � �..Ji
�- rNCHOP W,/?/B'0.3/32" __ ..— -- __ ..M� _ ras E cd/ l�v�r
A '
N 2"
41
INASHEREO Wink",NOT °: V./ {2) i i #10x3/4"t[EX HCAD TEK
+j,10.3/4"HEY. HEAD T=_K ! Q / SCREWS TyR, o
3} �l va/ WEB -ftw' G' r 1
SCREWS TYr' '.0 JAM5;i - �, `{8 / i/4"0410x3/4" 1 �..., 8- ` 3r {c
( r e J PHILUPS TfYtt55 HLAD NO CHM Rr.—.......• BENT TAU � vtd STi ELEVATIONS6R !.6:hTIOY.)
S,i,"F'EL..VAii,.N_ TDF*Sc EOTT(3za a i�{?YY.)
ON.SHEET = rOQ LOCAT{ON,} Ms INTO 'f4"x20 HOR!ZON'A_
MOLLY JACK ^TUTS 6
,SEE ELEVATIONS ON
SHE£TS 3'& S FOR
"'aG t;F'j
SECTION A—A SECTION 8-8
tjttfeprrsrssr�r� ''
FLORIDA BUILDING CODE (Nan High Vatocity Hurricane Zone)
d(3�
21 at V ".. RL'FG..iita
ALUMINUM 6AHAMA SHUTTER
L�
�TTI L
EC O EASTERN METAL SUPPLY, INC
.TILWT TESTING k ENGINEERWO CpMPAKY
y +7.f.E W£*SIPtL`hC'•1 CPo
JVC'St,Sa L'S t9fixMit cAR:4Y.;.nC:W}S:tit riEST PAM L-UGH,£i 32-17
c:ur:..:Gt'✓+k`�+-ID33,z..:iw5�a:.-ess:
"'�"°'�,i pr:ucc:(BriPjs32-?.qF rn,:(SG7)ieS-B36v
5�����-{*..,�,' •-� ���ry c-rnaS�t"aSeco'Sooi.cnrn EW.kING ri's
tsi} .t£R A. t?LUi a fl.E un,a.rn rsn „r a..�.:^<n
Fti.C;R;O.:4c. •Tai&? .11T 5 or g
M At TOP
ev"Ou
AT 70111—
Mo.
,m)
.... ........ ............. ...... —------ 7------.. ......
7)m—c;
wi ST �r-�
run"a 0
(T-)!! TI—
.4m
aT Aas !sw
�mz
A IBB TO,-
i2
MND Ta
mw
ctz gro
mp)
777-77
---------------
..............
333�
----------
..........
----
7------7"
DOW.
:7
CONT.
OR cosow
7E SLOCK CKI
KQ`O 0 EVA -PLW
07 CP
'R
FDA
ie.7 1/4,rji. �W'�1'4 �111j PM W/ ,R W/" FA.
aw4m--11 04 uqy pAmwn &CH, S.ms
'1, 011,
W-WIEM WKII NUT 4
C kEX�Db TE. tlo"V�^IFEX
iIrAD �q; (I.)
CrYP T4 At j7o�TO A R�T704
L
TOP 1,%prom eA� P.T.kmaOwx
'11RIVII41AL V' (S.q CLEMI"�,011 s"C97 3 foR
TIAL ELEVATION AJAT B
%D,u-,J/A--
lisp'
-Z FLORIDA BUILDING CODE (Non High velocity Htirricone Zone)
t*.011 TOM,.0
10, ALUMINUM BAHAMA SHUTTER
EASTERN METAL SUPPLY, INC
/-71—L rk—c 0 1 m-. \ n:lD2teTlE
.-TILLIT TESTING& ENGINEERING COMPANY 4266 WESTROADS CVW.,
k.
Itt 4- A..:..M nW.Z-.
F.- EST p4q BE.:,IL-1w- 7
P-cz M0432-2204 9- i7-)C1
NA 1.
Ea 0006710 0.R#WINO No
_a A.TILUT
'T
FICODA U..
FYI
IMEW
=,_Rzy fw�cl CpXTr,f.x
mm.ww m
--{SE aCHEbUFE S-ErT ibrry,W.,
tooez.
WQm aq-
Q
UM
4-O.C.
jr Satin,
Plot"'
All
nil
—03
x
V?1R.T 0�11
—10
"'Atli
oo KI
11 ff II& Xi I"
MISS
sp.C210 TVP11 f:
.2w-txav W- 1 -TD—,
A we MI
k
1 "? I I ii 1� ,.aL5.
'1� 1C4'-2'10P�
F-(7D
A
> WASKITED 10.4
PE-0
mwms m bw 6
rba WcAnm) FN
Q
oil
mix 11
• A WAS.61
umllI,-,
......1�1 Li
A TL
DT 0
SECTION C — 9 SECTION Q — Q
(WALL.MOOT)
mL 1,
mjkc*F rosincori NON HtligNE k)161110114
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
ALUMINUM BAHAMA SHUTTER
�.44147Ewfw�f s:
QQNNE!Q�,10 WOOD v i 11LIECO .., EASTERN METAL SUPPLY, INC
^�l A< .
lc� .__.k��,,TILWT TESTING ENGINEERING COMPANY
4218 W_�STIOLDS D
X_
P""! i7�O
..,ctior 0a MICH
"T
.Att Z11U*E0
,Iwu.RMulprD /4-0 CREA-r1E.X fAPEO�4
clvf_r�cx_W_cv.,
Ekr�f-ILFX'WCON (SEE$Ciroij 2mrV 9) (ST scwu S!Ircy 9)
ou.,x -ULZ
05
6
v
mum
WNW
FS'
OL
3 cm,
aLA5L
g�ASM4
t9IS3
Zwn TFW v
--call
VITO 1/4'.20`JOLLY
(SEE
N
7—T—
C4
tvu
OP LO
'GE6 s Of,lw. .??
r
T�
ScTfrw
?
......A ;s- w 1/4•0 VALE PmEuwr MCI" 0
(c
MITI;
SVT W?(74t�IWI/ .Ur,
TE),
`�7 SIX Eli 011 SlI.M.,�MR
�IlWX 4 �rl
CeNCR OF
9.1XK
ZIP 51
kt%qm WL
I WIN
" No Nit
JA'O PQWTR RW U;1_1�xil S.Vo WaH SS 3,V,,rowek EOLT rats-;!s
WAS
p.;^.7I
Loc,
SECTION Q' — 0'
(WALL MOUNT)
SECTION C SECTION 0 1) NOIN HURRICANE Pi�SITION
(WALL MOW) (WALL
HURRICANEPOSITION NON HURRICxNe
FLORIDA BUILDING CODE (Non High Velotify Hurricane Zona)
ALUMINUM BAHAMA SHUTTER LCI
'441
ONNECTION TO CONCRETE
EASTERN METAL SUPPLY, INC aATY
PLOCK TILWT TESTING&ENGINEERING COMPANY �268 WFSTRI�05 MIS
xn -,.j -
AEST PXM EUCK Ft M411
P6,—(M)412-2204 06I}m-em 17-101
A. E (9
WAI-7,4
k
pr- It,
Lit. 444A? SHEET 9 M'S
SCHEDULE# 1
MAXIMUM SHUTTER HEIGHT`L"(in),MAXIMUM SHUTTER PANEL WIDTH"b"(in)AND MAX.
OVERALL SHUTTER WIDTH'W(in)FOR A CORRESPONDING A.S.D DESIGN PRESSURE
RATING&SUBSTRATES TYPE INSTALLATION.
t&L11 F LE—�LILITSUEV AT ION
Dousis umlsTWPLE UNt"s OUADRUPLE LINFIFS
WALL mOuNT 1-03 —WALL MOUNIT. WALL MOUN7
C-1
BAHAMA
T-
SHUTTER
ELEVATIONS
etiut.€)
r b
. ......b--, (14 ......:...........W MAX: IMAXc-................_
MAX. A.S.D.
DESIGN MAXIMUM MAXIMUM
UNIT MAXIMUM INTERIOR MINIMUM # OF CLIP07
SUBSTRATE PRESSURE OVERALL "HEIGHT MULLION TYPE SEPARATION TO REQD 0 EACH
CASE RATING WIDTH WIDTH "L" (IN) REQUIRED GLASS (IN) MULLION
(P-S,f "b" (IN) "W" MAX. (IN)
WOOD. +29.0 -39.0 21^ 84" 72" (20
...........7
NC LTE OR +42�O • -53.0
CONCRETE 26 5/8" 80" 72" C.) 2
BLOCK1 SEE 5HEET5 �, 4 8c 6 FOR EXACT CLIP L� ION FOR EACH SUBSTRATE-.
SCHEDULE#2
MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGEn5
FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE INSTALLATION
MAX. A.S.D. SUBSTRATE
SUBSTRATE DESIGN POURED CONCRET
CASE PRESSURE WOOD
RATING SOUTHERN PINE No-2
(P-S-f-) CRETE BLOCKN Tib ly.
IT$
N/A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
7" NIA
f A4 A V ALUMINUM AN AIA SHUTTER tc,
CONCRETE OR s'
CONCRETE A" 7
N/
+42.0 7"
91-OCK EASTERN METAL SUPPLY, INCDPTT
LU7 TESTING h ENGINEERING COMPANY �2m Im-siRm's op.rw�
-1VI&W
I-`w' WEST PjLM 5CACK�t 33407
33!� -
.7
rm..z-f—
k7
€ _ fgt,*g-. � •-��i,�Tr.0 Bz�' � ,�,,. � � 7`' sx � a9� �Si c.
,,?,,u �.;�si�,.-r:.,��a.���.�:, ».t»..vF,��, �.�=�_t.'.,�. „�» wr.'a �, 'B«;i�3�,.L'Rtt'• a ,�,�.,.s'�`�`
SCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts i Publications ( FBC Staff i BCIS Site Map j Links Search
Product Approval
r
0USER:Public User
Product approval Menu>Product or Application Search>Abolica ion List>Application Detail
FL# FL1-19 S-R4
Application Type e I
Code Version 2017
Application Status Approve
Comments
Archived I.
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(800)432-2204
Irodriguez@easternmetal.com
Authorized Signature Bill Feeley
Irodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory orm Pa
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John Henry Kampmann Jr.
tValidation Checklist-Hardcopy Received
Certificate of Independence FI.1.19,E8 R4 CC�l„_EFS:i'i=RN_METAI_S1JPPl._Y,._1NC_ 2�Rl1�NiNG
CERTIFICATION OF 1NDEPENDENCE,PDF
FL11968 R4 COI EASTERN METAL SUPPLY. INC. DRA4+DING '17-
095 CERTICATION OF INDEPENDENCE.PDF
FL11968 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-096
CERTIFICATION OF INDEPENDENCE.PDF
FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17_
094 CERTII=ICF�7:jQj QFINDEPE=N[aENCE,Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
SSTD12-99 1999
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11968 P.4 EOUiv EASTERN METAL SUPPLY,INC. DRAWING 17-
095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM
E-1996.PDF
FL11968 R4 EQLHv EASTERN METAL SUPPLY,INC. DRAWING 17-
098 LETTER OF EQ!jjy?jL!jU_CE.5 9
.51[�1.2-99 AND ASTM E-1 96.PDF
FL11968 R4 Eauiv EASTERN METAL S1J*FFC 6kiXIN
096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM
FL11968 R4 E(juiv EASTERN METAL SLJPPLY2c INC. DRAWING 17-094
LETTER EQUIVALENT BETWEEN SSTD 12-99 AND A5TM E-1996.r)cl
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/20/2017
Date Validated 10/28/2017
Date Pending FBC Approval 10/29/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
Panel (2.25"Deep)-Non-HVHZ- to provide hurricane protection.
Drawing Number 17-094
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11968 R4 11 EASTERN METAL SLJPPLY2c INC. DRAWING
Approved for use outside HVHZ:Yes 1.7-1104..0.040 BERTHA ALU �-at
�![NJUM STORM )/.\.NFi:p
Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc.
Design Pressure:N/A Created by Independent Third Party:Yes
Other: Large Missile.Max.span is 12'-0"for+25, -25 p.s.f. Evaluation Reports
and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c
............................................................
8A,9 and 11.See sheet 10 of installation drawing for other INC. DRAWING 17-094 PRODUCT EVALUATION REPORT.od
spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes
clefin2d,b ASTM E-1996.
11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
Panel (2.25"Deep)-Non-HVHZ- to provide hurricane protection.
Drawing Number 17-096
Limits of Use, Installation Instructions
Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING
Approved for use_qp"e HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.PDF
Impact Resisj-IW.-Yes-� Verified By: American Test Lab of South Florida Inc.
Design Pre skure-_N A Created by Independent Third Party: Yes
Other:Large Missile. Max.span is 12'-11"for+30j-30 Evaluation Reports
p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EAS'T'ER ETAL SUPPLY,INC. DRAWING
header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT,PDF
and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes
by ASTM E-1996. 1 1
11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by
Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection.
HVHZ-Drawing Number 17-095
Limits of Use Installation Instructions
Approved for use in HVHZ,No ELI-j9fi8 R4 II EASTERN—AETAL SUPPLY INC._DRAWING,
Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM
Impact Resistant:Yes PANEL.PDF
Design Pressure: N/A Verified By: American Test Lab of South Florida Inc.
Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party: Yes
and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports
header.See sheet 4 of installation drawing for other spans EL:1j;96 R4EA..E -
ja(TAL DRAWING
N. �SURI-�LJhL
and pressures.Valld only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PD
by ASTM E-1996. Created by Independent Third Party:Yes
11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by
Drawing Number 17-098 tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,-IRC. DRAWINQ
Approved for use outside HVHZ:Yes 17::.Q9B -.-.. RBAE E.
Q11L --I A., ' M-pt
Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc.
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Large Missile.Max/span is 10'-0"for+28, -28 p.s.f. Evaluation Reports
A.S.D.and 4'-0"for+105, -110 p.s.f.A.S.D clesgin load.See FLI I ERN METAL SUPPLY,INC. DRAWING
sheet 3 of installation drawings for other spans and
SLO44f Wift SHOiN ON firs AR,,DLCr E.ALUAVON DOCU0017omp WS MN on.tDR CO1,PtAV,^C 41 A`aa'DAWF W&DAW P fLao 944�;_U-A r.Aw Cr W-cz,p ANvopr" OrtcR-c540c
M,to xv qn Wma W n<xCoNVA MOO=Cot xG vvy Awl T"I ma BE WAUTIT A HAN VAACIA War Mm n I VO 1 0,no swc maw many Al"D � I/d^1*R PED HFA0 LY 5Y7:. LEDs AEONS
9;tOA�'PO CGUtITIES),
DEV?o wy MO AM., at- AS Arp 51-OO.lv P:-a?or ?"-1 ABA`:MNlrllalirD COM; a yy W"N awas svat 61 ANT my nwomp wto 7Nt- (CAGq-,E FOEK Vk,r, k',EMUCOMENr N-To SrrCO
AN A AN VW7 AS R"WED W AfT=%=ON 05VT ARM TMARS MO RE NS?AIVT Mr, tit 11114'o-zo SORE"V-rD S914,4 BE 1 112-LO-Na UfMkOe SHOO-10 5,£A,"0 EX67,AkV I
-
FORA rADIOR Kd�a$Z,WIND AE,7,-E 7-10;aq CMDER 2077 fBC MO S,44-U MWAW AN W40 MN to MArveo,
Mor rxcnT, Do uwauv f,4'5-3.)amau RE-3svV-- Siorts . F?'Ru P. UNIAfuAf VdB-FvvrqT 01 004 tri 1 Au PCS 1/ 'ti;. $, AuCHORS AMU ks ZA,INTO AT MXATF SIX vll.�
W NWR 5 MM Do AaON ON,=& KPINTC D-tf-'N IND'LtAPS�oMh'MJNfC FEF?ASA 7-0 44avog Yu'o Rot
PCRAP-i,'M 1/4'0-M$,S, WI-Hj,'4f USM PWU PE 1 1/:2-LtI,C
SHAD iC F4R5i- RCOUCEO 0 AS�0, aFSX,N MVP tCAa-q VY YOJEQ BY 0,6 fN ORDIR TO vxvLevu SF
SpuaO EX1.7 up V MWWW py am$ Mo to Swm
�0 CICU APE -Hf.--r Y11 MAX, �AS.P)Ois�aN ARnS0-fZ R4VVGS 0'0t�O;1-0 av!N; ef--S 3 1,�ov A
IN 64-'DEP to ZRIFY'rh4]OPMA0,14ENIS Ate,ANCHOF-- �,�V THS ALM AS nV,10 V1FRr MA AV SANSAM A AV=ME at a GSSE pat now v "Pxvfi�AS-, CO?LCrF 7r AXotS CC(WNa CA RE GA AG AQ AVISIT PA4 BE
Al AuavA1-1 vus Am ON LGA05 Mo Aa Una W vle'RANAtYSIS A DL1RAI,DhFAMR CrO.7,6D 415 LISED Mp O-.0 V4,1JC-'P --4y 71,1 MAIN--MCtUPr at�lj&-=14 N,f'45 5PAU LTASL NOCAro ov NOTES N
VZWjn'_ADO1{Cl FASi-tIVERS IV 3,'7Oa 59 AND 0.4 1555111's
TWU FAWZ AnrFOUACY rM NR*'T 0.'0 ANN EMMA 95 GWEN MqFA'C'IV ADZIOAZAE1 hrT.1 2rEcR01y 1509.;.2 AlIC1--
Sk4U BE XSIA-UnI rWOMala:ALL OF 7I-F ANP SEDe-,E;47MNS OF Do AlePh=R�,;
to A93N1 MbOmpliTED TICW"S PER AM 0"00 oJ,-aD?--oO,j ANO PANUPACITUAFR,
ANOW-01 Q AM 1XVIMAC7 W ASTM 4-f9c6 S7`AqO4PV&A57V f JJO-O, 571'ANZAA, to
INSTAUAn'W3 40PIN MAO, ?O'ES 1, ?-k J AS CT/7,ROD 6YASIXf StAMIARD.-AI11T#0:12r07-ol 0W LAS In 20 *a A W"S MY ALSO Hr XLSIAUC?HORZOLFAUY MAXIM Asks"Ok Mots 5rAv4 04,SScDc"VS I PsRv 6 fs�xv J-,t 4 or
Z AAl AU,'MAL;Xf )1--7 ACIA4 PAN-LS ECILU HAIL 5052-HIZ OR e Eamn WT mm,a 4&5 we my a USED
J:ALL kUkINUV EXTRUPON5 SA41 BE A W�tf ASSCt-ICIN R,063-16.A"Y 4 D7a!RFR UlkFET OnEAW,251'MOTO a Sr-JHF RfSp1v4`-RqX1Y of Do GANWOM M vAF?xv1 Dir a-upokm Of Do W111EYE SJ11vT1�_1q 1-q 'to&E
SIORAI FANCL F4AFF ?1D SN"k.,.'.AP.4R£PAJENT PvIvAV, Amy M I.TSUteE AROPSR AN.1H, rHIS S4UT�TT M4tL OAY PF A,k VM VvMcrWIEW, M..1K 09 MOO MAW
Pam,.
t. ALL oREA's M MEL J04 OR im AV Amu OR caaQPRQ0.1v;CN;RESIS-IAALr CO470 CAP90i Wa AF FiR fV
5XI8 a/50 1*;YIELD AND PC,Ax,'Inqsr!'--rRFunq 4 SWU c.xv wq/rC'OR'�A ccor$smoAj WSLAIAVON CON"PAcrop is 5 SEQQAUtk AU MLITDR C0VFQ?,FNT GZE5 N"XX"a OWWAOUS caw'--T Mli�'RE
on Ina,, atLt&P)c to MWW maxv WtWMM CAULK Ati&SEAL !OLINEIR!RACNS Alt AROUND Flu t'CAWA.
A 61"s 0 u AM A-30 wmmw yul 0QV AIS:jl akiO SMNLESS STEEL, MRf (S i6i M.'ILVULI rFLD ANKIA 10. Jkits PRm'RFL Be T4ra Ev-'NEER Is nwm n.an my npP-,x1,, NICRM,47104 FarT A VT SPOF�c IVNECI, "'e,
WHMC Do'50`6 CENDION1 PX PCD
AIr-HQRS 10 WALL SP4-, BE AS POUOOS-(L#N;EiS 07HERaisr,N01-ro) covenctas; to St yukaSME no xT ISWTW07v', -UR:,4A$E AMa XSrALADO?l WE SAFETY O'NIS FROWICT,
NET to No Eta MRMCMDr-7 ItVr"X ODE;Not OD-Wr t)�Vu 1,4E' ON RC-DOCLIJiNT
fA,1 M EXVP4�7 MREP -I;arE7'AT`�:rC fS R14E CONMAC'ORS F-r.qANN°R1,7Y
UK 0 MAmw kZ0.1 As mounctuar By I;;CFun otx.
1/4-6 OF FAP-GR?F ANaHORS(BEMPeA 570,0-EoN),AS MANUPACTUREV BY 1RJ-FA57 WRPORA'ON, Rfis P'no, ;Wu j5e mp'syr-RrD:'WALO�',"AtrrRcv BY/-'r ML4NS.
t/4.0 ZOVAC WUN AM--F1-75 AS MNUTAMWIP BY POafr"�SEAZRS>INO Ap
U!4*4, "/8- ft
A 'PURIS OR E41OD legal.,legal., *cANEu1--Tr'AS Va WMW MEOIS MAU BE OVMM 0 A 00MVI'm ROWERio ENClItEf-R 1Aq lyfTECT WMICH y"a a,"CVe eHr
by RoilGQ rASrz.VFRS, *X.AnIP Eta'. CONT L;,i:r:V ARW(Jr,-S, vvUvvfsq or "nap, kv? DIE MCOEE,ANN MO MI ME REFPOVS184f rOR M-- USF o-Rif F,XO,
aTl Ax - 6=WW Or AWRI AOMC AS A OARAT'o ENVNEIrr?M ITT Mo V=Kk ShAu AMC#'C' To&MR DR Si1c
'14*0 J/K A�t poiNi's lovv-srr AS VS7PIPOMD 6YAU MAVS S 7 e-SPECAL,I' PA-VI. SOMM awvwfM'$yon Elonv
LKIS Af.D. SlaC PEAR THE WE AND OR4j.NA_, Ste:Ana 310hWtot Cr`rHS tAC,-NrZR OrRt-CORD Div
A I) WAOU rWaAf[Ht WW ANAM MKOW I 7,RDI N-tJo .114,'S a I �114FOR ZAWC!N4,tfA'.4C'DR.;AS I ile"
:OR am WAaws Ahk"�CqWaRS 15 1 314-Al,C FVIR OF it'd`-aqIP-ANCHORS IS 1 1147.
N. ghUrth LABEL SWU BE LOC4t-Oo 0,q A PEAD.,I''.±±51_£ Ar vaRv ipr AccloRaAMCZ MTH
At We'au"M mvvm OWL an amay ivanus wo an mov:soown No EMBMME?a Z11110 6701-0l SFZTC4 a--aOF,;O4&V*Zo?.1G ME 00 AM SMO Q RAAO ITR AMN 65PONKA-1.
a' f 7/2' UjWVUV SHOUL?D SMOC,'&VST:.AND I LAaqOiG TO CGJVPCY WIF SfO71,P4 ?70C`-9.2 Or W COE,
9W A PEWIFtEP. 714-0-20 SCRE)Vt SAM 01
mmmm FOR WMS WN A*spmj=().
AQ AMW9 aAW1W 1 000, OW AU XMIS Er;vd-"mo r,?r -Oupa.,CaLct--oE.
SO EMBI-1-DIV--w-1 INTO SR141 8-AM,�,`rrto I/A*0-20 S.S. Mlja1fLV£a,-RF"V L'4E"'`;WU1 GE 1 112'4PINel
,,t�VVIIV StLeCCa f.,eiSt AJPZ) I'MAI,01044 rOR VAUS Mri?&V STUCOO,
W an an Num SFMO.Ve, AREAS,-CO "P E7, FAhLqS.OR FAVeRS W n)(NO ON DIE EXT' NV MAIL UP acnrl,
*AIS MA- HC COO VXUC, PO PSA-CH jkf XtQ�j eLqBILD AA%V;S AA�4v`,RAG-S SWAI-RE AS
(C;47nl ng A V a A4 NtxLI I}vls OPAWvX SHAU, OMY&E USED 7G'...... 03TAIN PERVIrS IN THE STATE OF FIORID4
BY LI.X BM-IbEX
0 E -CP*1 AAr-RrO*S'OnTf1A STUD- 1all),AS MMMMAZO BY 5"AA W"WRov, I -* No.44167
W
114'0 ZO-14C 144PLNPANCHORS AS 94NUf-ACWRED by MASN rAS;Et'sps. Luc.
14'0, ;'/,d'CAL.K-9i ANCHORS D?COO-.1a +u tempt "j;>W.,2W.TP'AS XIALuFAC14M
BY NET PASTAVA 0, AND ELCO COMMUctiou pnpu�M, R45p1fMv1If1
F/4 0 x 1,14'AU Po'NTS SOLID SV AN*ORS AS 01$7.QeUtz-L By ALL aO n5C-AC1Y iZ-T SPEOW TY CODA4,1o'. FLORIDA MON CODE (Non High Velocity Hu cme Zone)
114 0 krP kr46 al AAL--50 SLESIT ANCHORS AS AW,'vrAOfvRZ-0 BY I.r W, aufOEX, 4.2017,xmm ew, 0-0,50' SE.. THA ALVMiN7U7,V STIORV PANEL tic.
01 1.0 (2.255-DEEP) zg4AN, Pft
C.7115;17
IL E CO EASTERN METAL SUPPLY, INC of".
taLf? JECMNI;&C)iWWFeNIfy
G COMPA 7-096
A
...........
t LI 1,3
Cl) FULL ALUMINUM PAHA WZ ffXY0 ED ALUIdiNUA4p4hu 'U' MEADER
HE
ADER) J, max. 'u'.2ump Our
1.2'air& rcnvr 2F-"mms-Hurt)—I
+
#ph
8) rD "ANSLE
RVERS. 7'
nAL ALMNUM PANEL W& TRACK
�x J1
07 A/W 1 514 B.
ve- ANGLE BUILD our *r" TRACK 'F' TRACK
BRACKET
T-7-�
m Arm' 25'
09 —,ucg 4N—olz
jo
A
ax.) .125" ANGLE amt
ownrry s..
OCTAIL 1. mo 4 -o
,�/ry zap cl
@2�, KEY V=.Ar-PANEL
r
Jot
ac,
SC6
(314T m.41,100H=4
Lim 5 T
2.&4 VV 4,
0,STUDDED ANGLE
pp, ltfrT ZZ
BOUND HOLIE AT -Awn
J!, q�t HOLE WASH 7'
(OPTION TO 12)
-V
AT Q
STUDDED,PL41E
4�0
FLORIDA RUILDIM; CODE (Non IfIgh veloclir Ho. 0 Zona)
e7 -RTHA AL
0,050" STORM
(2.25 0 5) a,
OF
L OF
EASTERN METAL SUPPLY, INC
Z�l LE�CO laWMIZ
�4,FL
ZsT AALM Em 17-096
(D6 &16-x7!kI4' LONG WALLPLATErXLII TESTiNC d CNafNEERWG COMPAW rAx,
,pI —,I ��A)-t
'•All
P
air vert j.
.r• �___..._._.__.__..___., __.._.._.................__... �IiCfTE AA.CNGS !?E SCl1f:fJ(Lt.�-....__ _....... _ n.... __......_ x-.
c o c a a Q i
£
COriCR£E ,L rpRa (SEE SCtELOULE
f1 •� ;� ��
� .
I min,
5077,!�zr rRA,19 ',i'S1QE1A�fG r''r
STORM PANEL TYPICAL ELEVATION ��`` "+n rg'v s' Sr"`" `''' "�+�,iirri�►'
Mex. ;AF `'_�.t 114"mox. CAP—;
FLORIDA MLOING CODE (Nary Nigh VelocFtY Hu re Zone)
0,05Q" SERTt?A .At f/hLPNtJM STORY PANEL La
(2.25"BEEP) c�nrer.
f/' �-c
SECTION A-A L____ IL EASTERN METAL SUPPLY, INC zrc
mur rrsru c a rxolxrrrtrxc cownaxr x r ==:'-N''1.ss'r 17-096
l5_0k"-Weu'
�' r.,s:fs'x�"n dam.EG+:.uaJsn-tur .w . ba. .es+rrss. xasdN^SVt:sc
t17^t€�,.rsG`9ib do t.^P� ".✓� d� S31CCT ? Or t�
FYL>+h}d l.rc. Jlfd(3
WIWW�C!1—aW,
XW VIL0,8E'1 iev&
RR"t-o I �'L. nks
mma:v
cr un-Gyrus C�_"W (sa sr—mv-,F'� $_lmmr Im PlArl�lll r-__, ",�
Ari,' r4Luwr
iwe 'OR
proM
C17U _7
uo-E� N
RcK.
CM-9cm,
41,14ik-W, • wit"i'm j'j'Nwyv
61VIAPA11014 M- _l-__s*r:.4p2FKW _PmAtalv w -I__I
a !14II',20w J14' 0 JI.V'I-Wik,'NV7 t�
OLS 72'41` - --- I
J
lx,
co)C,
zwc 4�w'A_-'o-�z
M0-4V, ---------------
co�-�' '
pa �
Z�V CAL-,V,
P""Wam
a 0_u/rx,
rv,5'.-CAVI
fir:'grit'''m 4-:cNv
WALL MOUNTING INSrALLATION BUILD OUT INSTALLATION BUILD OUT INSrALLATION
SECTION 2 CrWf J/4"a SECTION 3 SECTION 4
E.D.
"u, VJP'ww I'v
-ASS cl) �Sl
4
4�7� No �167
"W/sr-"-w
'7 77,77
STATE 0
0
Q 4r 0,c- MU5,,40 IN AW`JGWAf'0 SbVT 41V"WSTASLl,M, ';-
FfV,q;T OR ca'A..rm
&CIX WM�
oe 4c wk,
0-f. W.'q'
mwM Rm uz"_i
zlamt CILK-1 ZR
UW MALI/1Zgr',WFM4 f cenr FLo)?JDA RUjLDjlJC; CODE (Non High Vejoc;#y Harrl?:cnv Zone)
-IEVON b STLO
($ET SZr%,C',�$-ACAQ 0207_Wm m:1 0,050`RERTPA ALUM NUM STORM PANFI
(2.25-DEEP)
WALL MOUNTING INS TALLA TION WALL MOUNTING INSTALLATION '712>l 7
EASTERN METAL SUPPLY, INC imir.
SECTION I SEC TION 2A j/e- ME=, 1264 I'M 41W�
eac._,4
mor FESUNG& P'o.s W
OF SLCV�?;&5,0:)VALID ALSO rO.le
tr_l,'Z DEZA4
m4 oowmwc w;7AuA,4"-sEcmv. 2 iwp'� WAUERfR A{CY=r 911.P.c
n ul41 4,,
�x'a'C. v CA acG�'Fx ;km= CVE dict ,._..
7 AT T
'�'F'Aluu -A?-LUAFI- ?10 1741y
ME Fr f4A VA:I�r)
-7 WT
P^t
0;1 tic")m4tE,/nNw, 4 -10 7
r�yr T �1'WASIfP LK °C AU P%VTS=Z�Sr- OR
Wr s--mm,ltw
nC'5 WLth-Z&-1EPA0,1A.Tt AN.„"OAS V
VpAa'X)
PE,
-MMED
CO�VMW
i�EIWRW-
pti ccwchvt
L.10 toVriv9_'OCx WAkU
or 4 u F-�a
50 c"f.
—011
VEIAMW
To CL a
lVl4vflvv to .1 cl)
ows, 9VISS
i-PARAMN
A�
..............
-Q)
c
114 A t
citI
OC471W
L vt';�
I,
777'
&CICK Alitt
-jx
)Wy It Tv':m,4k, w co ut'�kmr/ vc'm V,i-='
0 Y2 0. AMIMVC A-Ml�$
rA cr W-a,
onam"s Moc�am, I �R�l
"N Rbc 444ttl Ao?Alf
Au'�--ws sem�:Fl aq
I 'ter.
-0 ato AW4,ni'mif Nut'�AW'1'0' -W-,
'ZC Z;a-�FP
C FOR$PA-
!OF VA:Alo)
ml v�nw'
BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.)
SECTION 5 INSTALLATION SECTION 6 INSTALLATION — SECTION 7 SECTION 8
l)-&M AT=HRS MAY-q--1/4'
op 1140-1v Muss f1w 40'r
Ulkwim W
.SDr tt-.ti§=TT Akt
0167 t x?tAD A4ACWT�R-41 W1 k&41-1 AS ft-R 111T.7 A.
9.2(TPX47 Q,
',20
X- i'lTAMOF
LIH
tq
110.v OF sicwqs
FLORIDA BUILDING CODE (Non High volocity no Zone)
:4 pw��l M Akr WAY TO SIXT AUNY WSTALATON�
A*-,055
fm gr1mvIlt'm
AoLr-SD
XIMM-1 07176I17
FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC w-r,
IL ECOiN., '2"l m7r Aurs dove
SECTION 5A SEs?m—SCAC*E,ft-"4-7t_)
mcm.,gel 9-ws-� TO!e.16))M 17
fzz�Rrll Lk, 44'W v fro nSV=
POZIRM com�qcm
6A CW
all'icpVc RMCK WA." =4AZX FlOCK WAU
2*x J- C9;!'M5 CWF ........
cwX-447r&OCK AUDY C-1
PI CRM-av
,
.WC4-
XINCRM-RCKK " W-
T
WAU REX'VnW AIV1*.93
T�
t;
I Al-
4
1 �Z)
L......,
�09
Coe-�-Am„�Cop
CMI A'�-
114'0 ffoo, X
PLcd€"
OR fluor
L
CASE A jLloj?)
CASE B (Plan) C S c Pon CASE D ('Plop)
:"CAL'F�. 714 SCAZ I'
END- CLOSUBES DET
-,EffSSU-HE-R�-TING AIL
AND 'CORPESPONDING MAXIMUM PANEL LENGTH op cavv-� 5 pomwo-k
al=!"W"u (C)A�
,���,FDQ YS V?1�6t4RP'r&OCR PLC,*)
7A-C&V A'Ncl-m.........
A;-' FVVT S 10���ZL........
;mc Mrpl
AS4. X$�llv (Pi
APL-3`JRE WWg
01 cavarcm$.
A
I- KA4-1 AIOWN77,1,17 H/
Ro
-JL —01
CLAn
GiAss J/32*
A S7,w
_Q CASE E (Plan)
caw -.
'4aa -5a�o ;" -7' cmVc
+5aa -65.0 W-1q, 9
0 SECTION 0 STUD
s'-6. sl'-7. 01,17, ' -1
ryp. 70PBOTTOM
+caa -SL'o 7-
ALL PCIW SGL v-sul
eM�t=hFM.j Ml�VA"O
-700 7'-2- 6*-9' .....E.....W...
WALL MOUNTING INSTALLAT�M.--";1Z
s'-6 FLORIN BUILDING CODE (tion High Velocity I'D zong)
_SECTION 9 W.4067 Zti' 0,050' PE-PTHA ALUMINUM STORM PA N&, Le,
z
. N (2-25'DEEP)
Of a-N'
EASTERN METAL SUPPLY, INC
?4011: llAlAfVV FAI.-a LoiarH ,5
IL ECOltic, pclm.�$
. .......... AALM&M-N. JJ407
rs;-ING&coww"FeANG co.T-Y
rxl N—W,
14
r
a iIWR
O5.GWN ry;DM LoAd. ar�•Amr ^air.. ....._..,. *- ...4' ..,P _f...t.. ;t,r,`„ „ .. . .,. .�. .:.. .LTi'
<,wore lv 0.3 O" ��i;"cam,c �rx t X U Z Sd r; _ Ux T71
sOWjM WWW FLANS EVaY!",1R A a5fAl
h^>,G,AMIN URG mv.$„t 8£V-W1°0 3fr m �+g �^e y7 p' 7,y .7 �+ �+ ,y ”`1
!`Z'r1iT S.'cit+':ME't. ..v,'.,&.8` ,F .td:, ,.'+.�. } .., _:..'„lJ ,l,QX INT� �.l�.�i°4"}l��t.;. 1'�7 I�;te '..,. .s�ii.Si,_,u"S�' # ,ter,_* `'bp •,t+°Ss"^v "'" I'"+' ,,y
7dAk'Nd:'il✓ NSXJdA!,7.7 AJ.CkG,.> .�4w+1G t ?i£.€F, S " tt,U;ddtlzt M 'u t(d"„N S,.,'�'.:".::WG'FW L. 3 YJt
d7YF.:«fFLk TO 3diX,'J!i11 A,.xid:•" ,dJ°7r }qS+ p3yy£ .
t=:Sr'GN snip .' szta h 3.t,/ cz>.K_-ay .S*.Fi.G.cr; r .:tGLurT cs 75r..a...?z' t otg z& Pala L?' 'u ^a+% T.42o^.S .2acst t ar' rix=oN 5..7c-sE' swsr.ma--.
Psiis, eez t' ..}WOG'7 &h d't✓f''t;A3•C k,1' ?t� PF SSO 3?£t X 7Yz;a„:.udP
#A7Gf 70 A: .Tyr Y m
7'a` 1C pCt Pi P7,' 9f3 F� T7 v< v'3tifA £,'f." D�-..„(�
L W ti
E°�-,sd.) L`.avu'i 4.YXw0"EY DeJ1('..?...e'ka2<C,`..'>' f13'4af'ty wgaQ?Y ".n z t - x.- €.u..#S"Y.:J,GG.'"L>`:n l' CtJx'.w Y"K h!♦"Yb'.k'! C $Y'.'£' ut:"G'e+?'Y "^P.' F„"FI.a 'ACL+fr2. C "_r.:.?M,45.Y.4. C.%^S `� NA4.iV4f
_..3".?�..GSi.:v,�.-'4)^ ^,.HT1.&z..-._F4A.€t'xY:R✓.4•'G;e.F'°nf'-t{3�,,,. .. x � .v .•,.- *,r.�-
P
w
F YeY,'"" 8
,r
12' r� � C
13" - :2 to, Y2' ; 2 2 T'a(zJP,. ,2”, _ _ 12. _
e
g c- :2' a�" a 2 a T o ' to' r2' ,,.� �M 2 .. °..f iJ
12 'd" _' g 5 �, 0._.....„._. 24C"f'a°a�j
Z 3 4 y7A;" 13"
..,mow...:. .....
"'d t<°• S' 1 ir` l" 72' >292" f 3(`E37iOtd TK7 z2x -- 1f f !S3` tx" 4" _ ;a" 'a t1'a�"" 9
tc"(
12' 5" !z a:' t,$' ° ,,2 t< ,?" ft'rc":'3 -Y.k'zw^, &k4 to" YO' tl2' 4 3' .'d 11"' 1 x 1SO...fi7JJ
a _.
;2- _ r2 Y E „„ t„" ,,, .. C crop) � ..S(lop)
12 7 7s*>`U,T` t2' $` f 10" 2 F 1 ire 12" _. 4 ., Y'S{XTPflfi
._.
f$ Nr -11!1
_ _.. 1-11_
al tOr3
-, - ....
Y P' - 12 - _.. _ r w - o gsF�rtr
/
iY' ?o to"
or tr2 s" 1.R'f,.RJr.Sa t^y" ,t" e«'+ r- 10' 9 sz, 11
;7 } t'1' •- 72 12" 1S:" , 7 ff.? [ - 2, 9-(7ap) t /' P<^" ..-. ...
r _ _ ... _
t" ; _ !I' tl" F }�....^.., g( 3';O#{j YO s B 7 .,..,. t '. ._..5 A/r J rl;p, ..o. ,
_ ... _ _... w.
w.
_., ..._.-,._.,.... q(M,700;
7F/2 2 "
r Da
s
'mm. "
_
r;
12' S' C" & PkJIFGetJ t..w. _. 6.F!7 12 ^f
- .
kY}:`r M y° 5 l t0 1 - -
t' 12" T Saa.
.Y t" �.,.., � ate; �„ �`^"_i 1 m L__ _j �, z.s ft "� �.. �� �".. ..�.....�+ �y � _ a,�• E� r/a��" a,� �3 i.^'�- f�^��,�J
1a -
r
E^ - _
_.,_
�'�n. 7"z ,....
......
6"
aa" ta- ra" �" � e fru'✓��Tf�.+t�) 3"� �" „�
AACIOR ^r MY rAO-10N A,^JC9agS 0?ALL P&97 5OOD-SET ALL04E'17 FOR MOtFh177 X SEC,'.'OR"0.
t ,AACiA,as VIAO�l WZY As'MIC&Z to MA'-MENANCHORS FLORIOA HOLDING CODE (Non High Velocity Hu no Zong)
f3G143�u2,5, .azc xuus • SFX S�w 7 a E FO,,'�AN^hORS M8 A Srn.,W FOq dsMILI„AMAA15 WO WOea'D FRWt
i.+ri t; /,8"A'A%,P".7 ,cats',-tx qua tF.: ro'raF•-eN 6 t. �. aer.� €car::wa 0.050"8k`RPHA .At U�dtr1'UM STORM FANS. s_r,
fA4V.'Lt4.tw5 ,• AtAxrtr ae ANViak SRAONGS AAE VAIV FOP a as=a-MCC LatVAW& (Z 25" iz:'EF}
}"OR C,0 LE55 lm,v 3 1/'2', RE XE t'a'GHCA SPA*..F"PG SY ----�-^ G7 117
r.
a' Vtt;7i a$PACAtts WW&v ouLE eY nrr FOLD r v
EASTERN METAL SUPPLY, INC aatl
.so FA„TCL?” tbtr, O Fe^'P Cd1;.k-AM AF/1t 5 S `aco ,fir 0 t�
FANELUAT_1S 2 112.AVO 3 P,+'"L' M R$0,0-5-r AWV40,%, f ILIEC V MHC. ` .1 P M e`W-=
*2R oP,eruytrr:7ct BE `xt7�'Z["'�Acr�cs tt[ssr Yrrt,"FF�'ti+A��arwtc A�ts=� rrst r rrsr,xV a cnrtsrrst:cxwo CGx1PdNY >t 17-096
iACT6R5 SHALL A'9P RE'.r11Lx'Ph S,RiO1rY'i5 d.SSS THAN;T rt3R AtE.AntG`n RS{Fk'CEP7 oxa,rxan vau t u ya x^ri xw rix rs r", a.�z7M_I 4r3,W..G_$Rfta,fYax,s1£r,Y§ilw7szS
_......_,..,_..„, ._._............... ..__....:.,,.,,......._.,........_.�_.__.......,......�_ _._.. VYm.7..:f,4ka4h-1.:33,tsa.z*2&".r_.r-a},ar
:x.
rri¢o-'"
SYdcSS'FL rt P,E SNLt* q:Y 1+'
lad 4=4 sxY67 -