HomeMy WebLinkAboutProduct Approval (2) ql
E fib AA D FOR
MIAM4DADE � nz nADEcoL►N
rJ �"O i' i J��)ROAUC=ONTXy, gCTION
DI;PAI2�M i`i r OF REGUI;ATORY.AND,ECONOlYIIC R SOURCES(R R' 1 ��p�m -SW 26 Street,R90Z 08
BOARD APtD`CODE AAMINISTRAEON DIVISION T(7 6)315-2590 .F{786)31-5-2599,
NOTICE.OF ACCEPTANCE (1�OA .00 vvnvi•mi�midailegov/ecanofnv
ES Wlndows,LLC. �r, Ld
3550'NW 49!h Street
Miami;FL 33142
Soon: FILE COPY
This.NOA: s being issued under,the applicable,stiles and,regulation's governing-the use of construcfion'
materials. It& documentation submitted has begn reviewed,arid,-accepted by'Miaini-:I?ade 'County`RER
Product.'C.ortrol Section to be used in Miami:Dade County and other areas'-where allowed by the Authority
Having.Jurisdiction
This hl OA.stall not be valid after the.expiration date stated below:The lVhami-Dade County Product Control.
Section..(In Vl�ami,Dade County)and/or-the A14J(in-areas othenthan Miami=Dade County)reserve the z�gltif,
to.have this,product or:biaterial°tested for.�quality assurance.purposes. If�this product.or material.fails to
perform-in-the.accepied.manner;the:manufacturer will incur the:expense of such testing and the.AHJ7 may
imme i ately revoke,modify,or suspend the use of-such product or material vvitlnn tlieir Jurisdiction. RER
reserves the.light t'o revoke this:acceptance, if it is determined by N1;iami-Dade•County Product,Control
Section thatthis product or-material fails to:meetthe requixem.&hts of the applicable=building code.
This product.is-,approved as:described Herein, and has been designed to comply_ with.the.Florida Building
Code,including the I3igh Velocity Hurricane Zone:
DESCRIPTIOI�T Series"EL-IUO"Aluminum Single IIung Wrndo�v L.M.I.
APPROVAL poc.uMENT.DrawuigNo W16-57, titled"ES-EL100:AlOin Single:Hung Wdw_ (LMJ)';
sheets 1. through 10 of 10, dated 07/13/16, with revision.B dated 09/26/17 'prepared by. Al-Faroo 1,
Corporation,, signed;and sealed`by Javad.Abroad P.E., bearing the 1Vf anir=-Dade County Product.ControI
Revision,stamp with the Notice. of;Acceptance number and.ea-p_iration date by the Miami-Dade County
Produdt Control Section;
AUSSILE:I PACT RATING )large and Small Missile Impact Resistant
1[A13E1YNG: Each unit shall bear a permanent label with the manufacturer's "name- or logo.,,
]aARRANQ -1A,.COLOMBIA;S.A., series, and following:staterrient "tiliamr Dade County Product
Confrof Approved",unless..otherwise-noted.herem.
RENEWAL'of this NOA;shalLbe considered after a renewal application has,been filed and there has been
no:change.in:fhe applicable building code.no affectingahe peiforinanee.'ofthis product
TkWN 1INAT][ON of thus NOA will occur after the expiration:date or if thone;has tie ei1 a revision or.chance
-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_autoigaticallytermuiate this NOA.Failure
to comply with any,section of this NOA dial-be cause for teimrnation aril removal of NOA,
.ADVERTISIEMENTt The NOA :number preceded by the w6rds M.iami.Dade. :County„''Florida; :and I
followed by the`expiration date may be displayed in advertising literature, If.any.portaonJ--of the NOA is
'displayed,then rts1a11 be done in-its entirety;
xNSPECTIOIN A.copy of Ibis eriti-e NOA shall be provided to the user try be,manufacturer. or its.
distributors and shall be avai]able.for°inspection atthe job site at-the:request ofthe]Building Official:
This NOA revises NOA# 16-0510 22 and consists of:this.page:a and evidence;pages frl,,E-2 and-E=3 as
Well as approval document rrientioned above.
The submitted docuihditatift was'reviewed by.JorgeM..Plasencia,
ruAMtD1>DE coutrY. Expiration Dafe :May Q4,202?
a de
t IJe Approval Date. January 38,2Q18 2'
Page 1. g
0`
James Drago, , Digitally sig,edbyJames
Drago,Architect'APPROVED: : Architect Date:2021.04 314:505780
AR0009780 - 'oo
ES Windows,LLC
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 416-0510.22
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.W16-57,titled"ES-EL100 Alum Single Hung Wdw.(L.M.I)",sheets 1
through 10 of 10,dated 07/13/16,with revision A dated 04/21/17,prepared by Al—
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202_-94
2)Uniform Static Aix Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,T AS 202-94
4)Large Missile Impact Test-per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.32.1,and TAS 202-94
along with marked-up drawings and installation diagram of aluminum single hung
window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-018,
dated 03/31/17,signed and sealed by Constantin Bortes,P.E.
Z. 'Pest reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203 94
6)Forced Entry Test,Test per FBC 24113.2.1,TAS 202-94
along with marked--up drawings and installation diagram of an aluminum single hung
window,prepared by Architectural Testing,Inc.,Test Reports No.
F9504.01-450-18,dated 04/06/17 and revised on 04125/17,signed and sealed by Justin
P.McDonald,P.E.
C. CALCULATIONS �
1. Anchor verification calculations and structural analysis, complying with FBC 5"
Edition (2014), dated 04/12/17 and revised our 04/21/17, prepared by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
orge M.Plasencia,P.E.
Prod ct Control Unit Supervisor
NOA No.17-1114.07
Expiration Date: May 04,2022
Approval Date: January 18,2018
E-1
r
ES Windows,LLC
NOTICE OF ACCEPTANCE_ EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear,and Color PVB Glass interlayer" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on
07104/18.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)
for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with
PET Core"dated 06119114, expiring on 11/11/18.
4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(AVIA)
for their"Saflex-HP Clear or Color Glass Interlayers"dated 06/19/14,-expiring on
04/14118.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5"' Edition (2014), and of no
financial interest,dated April 6,2017,prepared by Al Farooq Corporation, signed and
sealed by Javad Ahm.ad,P.E.
G. OTHERS
1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar
SA)and by Evelyn Daes (ES Windows).
2. Test proposal#16-0651-11,approved by RER.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.W16-57,titled"ES-EL100 Alum Single Hung Wdw. (L.M.1)", sheets 1
through 10 of 10,dated 07/13/16,with revision B dated 09/26/17,prepared by Ai
Farooq Corporation,signed and sealed by Javad Alu ad,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
orge M.Plasencia,P_E.
Product Control Unit Supervisor
NOA No.17-1114.07
Expiration Date: May 04,2022
Approval Date: January 18,2018
E-2
I
i
1
ES Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1_ Miam i�Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL.CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Interlayer"dated 12/28/17,expiring on 07/04/23.
2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA)
for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with
PET Core"dated 09/07/17,expiring on 12/11/18_
3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company(MA)
for their"Saflex BY CIear or Color Glass Interlayers"dated 09/07/17,expiring on
04/14118_
F_ STATEMENTS
1. Statement letter of conformance to FBC 51 Edition (7014) and FBC 61 Edition
(2017), dated 09/25/17, prepared by AI-Farooq Corporation, signed and sealed by
Javad Ahmad,P.E.
G. OTHERS
1. This NOA revises NOA#16-0510.22,expiring on 05/04/2022
e M.Plasencia,P.E.
Produ Control Unit Supervisor
NOA No.17-1114.07
Expiration Date: May 04,2022
Approval Date: January 18,2018
E--3
uI
1/8"TEMP.GLASS -1/8'TEMP.GLASS
3/8'AIR SPACE 5/18"AIR SPACE
1/8":HEAT STREN'D.'GLASS 1/8'HEAT STREN'D.GLASS 1/8"NEAT SfREN'D.GLASS 1/8'HEAT STREN'D,CLASS 3
090'Interlayer .090*Interiayer .090'Interloyer 090'.In1ed.yer 0
'Trosffoi PVB Troslrol'PVB Trosifol'FVB. rrosifol PVB •r+ p
R'Kuroray America,Inc.' OR"Kuraray Plriedeo;Inc.' R'Kumray.Ameriea,Inc.' BOR'Kuraray-.America,Inc: .,. '_k
090"Intedaysr _090" Intarloyer 090"Intedayer 090'.Interiayer N:�O-.�fl V
SentryGlas• SentryGlas SentryGlas SentryGlas 0 N '
OR .BBR Kuroroy America,Inc' .OR'Kura}ay America;.Ina.' BR Kurcm,America,Inc.': (L C W.8Y'Kuroray America,Inc.' d��
09p"lnterlayec 090'interlayer .090"InteHayer F.090..Interleye, w n.
Sofle%Clear And:.Color Glass -SOTIex:Clear And Color Glass SaRax"Clear Add Color Class So ex Clear And Color Gloss ui d
By'Eastman Chemical Co! By'Eastman Chemical'Ca.' By Eastman Chemical Ca` By"£dstmanCherNbal Co.' p i?m
OR OR OR •OR d.a C<
075,'Interloyar 075'Intedayer 075"Intedayer O75'IntVAr 0 C
SaFlez'CP With'PET Core Sutlex CP With PET:'Cara Sa9ex CP�th PET Care Suflex:CP With PET Coia 0 0 ti C
By Eastman ChanicaT Co.' BY'Eastman Chemical Co.'' By'Easimon.Chemical;Co: By'EasLnan Chemical Co.' 1129
a
;�.to �.
'1/8'CHEAT SRRENGLASS.G5 1%4"HEAT.SIRFN'D.GLASS 1/8"HEAT STRENA D. to
.GLASS '1/4'��HEAT STREN' GLASS •f!.�
SILICONE SILICONE SILICONE SILICONE :m
DON CORNING 795, 'SILICONE
CORNING 795 DOW.CORNING 795 DOW CORNING 795 Q�'� •k •�
00W CORNING 983• DOW CORNING 9di - DOW:CORNING 98!' �_ DOW-CORNING 983
OOW-CORNING 2400 DOW CORNING.2400. m DOW CORNING 2406 m DOW CORNING 2400'
m (HOT-'MELT), m. (HOT MELD) rggn . ..(HOT MELT) (HOT MELT) .
M1 I' B Mi i. � M7.,. n•' �
py �I ev
.. AT 1/4 POINTS ON UT-aS 9 AT 1/4 POINTS ON:ENTER F AT'1/4 POINTS ` 7AUL
AT 1/4 POINTS J R,
.M3 WIDER THAN 38'ONLY WIDER THAN 30"ONLY WW M4 ALL S= S26 �Z
UlEVur
-'GLfySS TYPF '-I GLASS-.TYPE 12, GLASS TYPE.' `II' ,ULSS TYPE`2i'
5/16'OrEfL2V.L TAM•.CLASS i 7/18'OVERALL.LAM:GLASS 7/e'OVU&IL INSUL.LAM.GLASS 7/8'•OVERALL INSUL LAM.GLAM
ES-EL100 (�n ) GLAZING' OPTIONS 3 z
ALUMINUM SINGLE HUNG WINDOW d
N.NO
SEE SHEETS 2 AND o` FOR DESIGN LOAD'CAPACITY, `� IiLO �'..
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 5/I6 & 5/8'-AIR SPACE CONSISTING OF:
COMBINATIONS OF S:H./SA OR SINGLE HUNG WITH OTHER'. 'SPACER_
WINDOW.TYPES IN-MODULES OF TWO OR MORE WINDOWS USING 1HELie LOW PROFILE ALUMINUM SPACER �+
MIAMI-DADE COUNTY APPROVED iAUWONS IN BETWEEN. BY'UNGERMANN`GMBH' 3
LOWER•DESIGN PRESSURE FROM WINDOWS'OP,-MULLION APPROVAL AROUND'THE PERIMETER OF THE GLASS.
WILL APPLY TO ENTIRE SYSTEM, PERIMETER SFALAKD c g
SILICONE - Q
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE OOW'COP,NING 791
REQUIREMENTS OF THE.2014.'.(STH EDITION)/2017'(6TH EDITION) FLORIDA GE.2000-
BUILDING,CODE'INCLUDING HIGH VELOCRY HURRICANE'ZONE:(HVHZ). m
1 BY OR 213Y.WOOD BUCKS•&BUCK FASTENERS 9Y,CTHERS,MUST BE -
DESIGNED AND INSTALLS}ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS.
TO THE.BUILDING STRUCTURE: M
a a
ANCHORS SHALL"BE:CORROSION RESISTANT,SPACED'AS SHOWN ON'DETA14,
AND INSTALLED PER,MANUF'S 1NSTRUcT10NS:SPECIFIM EMBEDMENT T4`'JASE m o<Q
`MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE AS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AN, 7i
ALL SHIMS TO BE HIGH.IMPACT. NON METALUC AND NON COMPRESSIBLE
PRODUCT REVISED
MATERIALS INCLUDING BUT NOT 1WAD TO STEEL/METAL SCREWS;THAT as complying with the:Florida
:!COME;�INTQ'CONTACT WITH OT}iEt OL SIMILAR MATERWS SHALL MEET THE Building-Dodo -
'REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG,CODE&ADOFTED STANDARDS. .. .NOA1 No.• 17-1114:07
THIS PRODUCT•APPROVAL IS-GENERIC AND DOES NOT PROME INFORMATION
FOR A SITE SPECIFIC PROJECT,.Le.UFE SAFETY OF THIS PRODUCT,ADEQUACY Expiration Data05/04/2022ATEaF 6{7�� drhwing a ono;
OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG•AROUND OPENING FOR'
WATER INFILTRATION RESISTANCE•ETC. THESE WINDOWS ARE RATED'FOR LARGE&,SMALL MISME.'IMPACT. Miamt-Da :Pro uatCon roi � S° ORLDh,
•CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, r u't r
AND TO BE REVIEWED BY BUILDING OFFICIAL .SHUTTERS ARE NOT REQUIRED. rr7RQiIA-I ..V��� sheet of TO
. 53 1/8' 53 1/8° 53 1/8' ldff
WINDOW WIDTH WINDOW'WIDTH. WINDOW.WIDTH'47 1/2'D.L.O.(FIX;LITE) FALSE MUNDNS 14'FACE:APPUED)6°MAX. 21'MAX. MAYBE USED: 6 MAX... 21"MNL .6'MAX.. 'HEAD.HEAD HfkDISII:LC RNE S' : HEAD CORNERS, HFAO •CORNERS �
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D.LO. (VENT)
o Z3 0
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VENT WIDTH VENT WIDTH VENT WIDTH rn C
YPICAL'ELEVATION. 'TYPICAL ELEVATION TYPICAL.ELEVATION , w w 10
EQUAL LITES EQUAL EWES
g I
EQUAL LITES `.
3RANGE FLANGE-FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN:ADAPTER +I
MAXIMUM DESIGN LOAD RATING ='+ 00'0 PSFs'
(FOR SIZES SHOWN ADOVE Oft 5M4LlER) SO.0 PSF.
STD FP.AbiS-SILL .i
o
MAXIMUM DESIGN LOAD:,PATING + 80.0:PS
m�z
'(FCR SMES.SHOWN ABOVE OR'S6ALLER) `, SO.O'PSF V'•..
. Ell-RISE_FBA E SILL._.- ,I -
FOR ALTERNATE SIZE UNITS MAY FRAME AREA OF WINDOW
NOT TO EXCEED TESTED FRAME AREA OF 28.04 so-FT.OR 53-1/6'MDTH. \L11T1II
\\ rrr`Ii
PRODUCT REVISED 'a o
as'edg yid with.the Florida - No.70592 :_ m
Bu!Idioy Cade
NoA.-N.. 17•I i II4 07NOTE. tr
{ v s: }
GLA$S CAPACITIES ON THIS SHEEP ARE 'Expiration Date /04/2022 =
f�ASEO ON ASTM'E1300-09 3 SEC: GUSTS B �8~ 'J7AfE0F Lys drawing no,
) r Fiaaro� a�;
AND,FLORIDA BUILDING COMMISSION. Mia l-Dad ro uetcontro W�6—J�
DECLARATORY"STATEMENT DGA05—DEG-219 `�qA dA@.�x
rr7llti till\ shoot.2.of10
53 1/9' 83 1/11" S3 i/a' U �. •,
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
47 1/2' �Y
D.LO.(FIX. LIM FALSE MUNTINS 14' Z m 3
SURFACE APPLIED) MAX 0
S"MA%. HEAD k e"i
B"MAX MAYBE USED fi"MAX.
HEM A 21"MAX. HEAD A 2i"MAX. HEAD/SILL A a
CORNERS 4 HEAD CORNERS a HEAD CORNERS 7 to
O�
II I Il II $0
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47 1/2, is
D.Lo.(VENT) c Z d•M
so 1/8" so 1/B" so 1/a' " 3 a ^
VENT WIDTH VENT WIDTH VENT WIDTH 0�IS '
TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION W 11
UNEQUAL UTE.9 (ORIEL TYPE) •UNEQUAL UM (ORIEL TYPE) UNEQUAL UTFS(ORIEL TYPE)
FLANGE FRAMES FLNGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER
MAXIMUM DESIGN LOAD RATING =+ 60.0 PSF c
(FOR 512E5 SHOWN ABWE OR SWUM — 80.0 PSF 2
STD. FRAME SnI
MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF z
(FOR SOSS SHOWN ABOVE OR SMALLER) — 80.0 PSF .. ,,..'
HI—RISE FR= SITS.
OPERATING VENTS CAN•BE 1/2 TO 1/3'OF WINDOW OGHT s o
W.D-L OPG.FOR FIXED LITE NOT TO EXCEED 15.7 SQ.FT. `0 11111 11 1 1
FOR ALTERNATE SIZE UNITS MAX.FRAME AREA OF WINDOW .....p J
NOT TO EXC®TESTED FRAME AREA'OF 28.04 SO_FL'OR 53-1/a'WIDTH. �� �:•" 4 4
PRODUCT REVISED ' �� 6
ee a 11,tn9 with the Flodda 0.70M
9ulTmng Daadde ��= ,�• {
NOTE: NOA-No. 17-1114.07
GLASS CAPACITIES ON THIS SHEET ARE Enpimtlon Date OS/04/2022OF
i BASED ON ASTM E1300-09 (3 SEC. GUSTS) p�pP; G\� W 6 cJ�
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAD5 f11I11%%Nk
—DEC-219 MionA oa rodu Contra �� f/ �
�� ®HIRE 1
�1 11 sheet :u of 0
1 BT TYPICAL ANCHORS y '
WOOD BUCK SEE fl.EY. �� •.
FO(i SPACING _ __ _ _ ___ _-1
e• '' .I '' o METAL M WO-OAOE COUNTY APPROYEO I j
'jd �'d'a" .EBGE OTST. $ j EDGE STRUCTURE II MULLION k MULLION ANC210RS L 3
, _ d a •r a•' 3 p DIST. 1 SEE SEPARATE RDA j t "z n
o EDGE OUST. T I 1 1 Q y 4
EDGE OISf.
I L_ _--- _ -_--
El
M22 IL
lV
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TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS v b b b
it 20 SEE El". SEE El".. SEE ELEV. 0'�
FOR SPACING FOR SPACING FOR SPACING
i gg
c ! I� N7� WOOD BUCKS AND METAL STRUCTURE NOT BY ES..WINDOWS 8�
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
I
YVEEPHOLES: TYPICAL ANCHORS: SEE mix.FOR spActNG
h W1 = 1-3/8"X 1/4"WEEPHOLES AT 4" FROM EACH END 1/4'DL4 ULTRACON BY_'ELCO' (R-177 XSL F�-155 HSI)
d
M11 OFTIONALTo INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
SPRING LATCH 1-1/0 MIN. PENEFRATION INTO WOOD (HEAD/JAMBS) ,
THRU 1BY BUCKS INTO CONIC. OR BLOCKS z U
o OB Es Ms 1-1/4"MIN. EMBED INTO CONCRETE(HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) III
DIRECTLY INTO CONCRETE OR BLOCKS m N a
ii i' E5 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0
0 d• it
I� 1-1/4 MIN. EMBED INTO BLOCKS (JAMBS) o Z 3
140 DI.4 TEKS OR SM DRILLING SCREWS (GRADE 5 CRS)INT
Ij
I. I OR
MIAMI-DADE COUNTY APPROVED MULLIONS � ���
1 it i. INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
kk = ALUMINUM: 1/8" THK MIN. (6063-T5 MIN.)
S STEEL, 1/8-THK. MIN. (Fy- 35 KSI MIN.)
(STEEL IN CONTACT WITH AUJMINUM TO BE PLATED OR PAINTED)
CENi7 I I L M9 TYPICAL EDGE DWANQ C
L MD INTO CONCRETE AND MASONRY= 2-1/2" MIN. o
i M1O INTO WOOD STRUCTURE - 1" MIN.
1 MID ' INTO METAL STRUCTURE= 3/4"MIN. w$
M5 Es T WOOD AT HEAD,SILL OR JAMBS SG - 0,55 MIN.
OCONCRETE AT HEAD,SILL OR JAMBS fa WOO PSI MIN. M r n
C Ms M22 C-SO HOLLOW/FILLED BLOCK AT JAMBS (m-'2000 PSI MIN. c a
EB M1O �3 �cS9
as
M6 t2 1ta
1T YY' Bccm
12
PRODUCT REVISED q
> ♦'d as comPlYinB with the Florida Na 70m - Ti
SuRding Gods
NOA No. 17-1114.07
<'. •�,• ap nT
' • • :• Expiration bete
STALE OF 'Cyr drawing9 no.
By 4F
^ WOOD BUCK Gllaml- as a Corn.1c �Q ?�. W 16-57
. �TrUT�711�j j1U sheet 4� 0 j
I
O 0�
Z � 3
1/r MAX.IM MS MS ES 18 KM Mtt M19 M7 M23 M72 1 e MS
Jk
13 MIS
2 3EE MWAL ANCHORS a GI
Ei FOR SPACING �rtr�pEj.p n
�o 1 1/2• ® y-1/4.
D a g e1
._.._.._.. .._.._.._._.._.._.._.._.. > SEE SEPARATEN A Q
WM DAOE COUNTY .1
APPROVED MULLON-1 Z
0
EXTERIOR M4S � — 1II!, 0011
E4 E14 OL OPC. _-_--_
1B! -
WINDOW WIDTH WOOD BUCKS
'MI Pk ANCHORSSEE I I 1 y
FOR SPACING
L j • �UU.I
'TYPICAL ANCHORS !n Mt 0
FOR 5PACIHO � p'P n
WINDOW WIDTH WINDOW WIDTH g
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M73 M6 --{M7LJ 1/4'MAX M9 MS '
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SHUT SHIMS •.p 111---
n a Y'•7 TYPICAL ANCHORS d •.• !:.:r FOR SPACING m
TYPICAL ANCHORS l' o €
SEE ELEV. _ _ __ !j4
FOR SPACING
d' �j•' .r.' 0 A i j
tl SCREEN OPT:--..........___ a S S
p•. + •! it 111147� �cm
EXTERIOR fl �'�... m
METAL WOOD BUCKS 'd PRODUCT REVISED
SIRUC URE E4 E14 ?d as wmplYlpg wkh the Florida
WINDOW WIDTH Banding Code _ �.
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