HomeMy WebLinkAboutNotice of Acceptance t
MIAMI IMIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONO\IIC RESOURCES(RER) Miami,Florida 331.75-2474
BOARD AND CODE AMMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) R{ti9�'Juiantidade.govlecononn'
STW Impact Windows,LLC
975 S.Congress Ave.#102
Delray Beach,Florida 33445
SCOPE:
This NOA is being issued under the applicable titles and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to 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 perforin in the accepted wanner,the
manufacturer will incur the expense of such testing and the AHJ me), immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"S-800" AIuminill n Out folding Doors-LMI
APPROVAL DOCUMENT:Drawing No.W14-18 Rev C,titled"Series 800 Alum Out folding Bi-Fold Door
(L.M.I.)",sheets 1 through 15 of 15,dated 04-10-14 and last revised on MAR 26'',2015, prepared by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval
stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact
Limitations;
1.Door is rated for water infiltration with Std bottom track item#2, Door is not rated for water infiltration with low
profile bottom track item 42A,unless overhang complying per FBC is provided or system is used where water
infiltration is not required.
2. Glass liter wider than 36"shall have two setting blocks per FBC requirements.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product.Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application lies been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change itr 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 tine job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by lshoiq 1.,C:lranda,P.E..
a =- NOA No. 14-0909.13
ru4MtnAD>=couNnr Expiration Date: April 02,2020
Approval Date: Apri102,2015
Page 1
J
SIW hLipact Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A, DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.W14-18 Rev C,titled"Series 800 Alum Out folding Bi-Fold Door(L.M.I.)",
sheets i through 15 of 15,dated 04-10-14 and last revised on MAR 2611,2015,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 Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test, per FBC,TAS 202-94 (See Sill details in sheet 8)
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 3.2.1,TAS 202-94
Along with installation diagram of Aluminzuu Out folding doors,prepared by Black Water Testing
Inc.,Test reports#BT-SIW-14-014 (1),(2),(3),(4)and(5) ,dated March 19,2014,all signed and
sealed by Yamil Kuri,P.E.
Note:The test reports#BT-SIW-14-014(3),(4) &(5)have been revised by an addendum letter
dated 11/25/14,issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E.and have
hardware &additional Extrusion Dwgs issued by Black water Testing Lab dated JAN 07, 2015.
C. CALCULATIONS
1. Anchor verification calculations complying with FBC 2014(511 edition),prepared by Al-Farooq
Corporation,dated AUG 21,2014,DEC 17,2014 and last revised on JAN 19,2015,signed and
sealed by Javad Ahmad,P.E.
2. Glazing complies w/ASTME-1300-04&-09
D. +QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNeniours&Co.,Inc. for their
"DuPont Butacite 0 PVB interlayer", expiring on 12/11/16.
F. STATEMENTS
L Statement letter of conforrnance-to FBC 2014(51,Edition)and letter of no financial interest,
prepared by Al Farooq Corporation,dated 08/20/14,signed and sealed by Javad Ahmad,P.E.
2. Lab compliance as part of the above referenced test reports.
3. Addendum letter dated 11/25/14,along technical cut sheets of hardware and extrusion Die
drawings for test report#BT-SIW-14-014 (3),(4) & (S), issued by Black Water Testing Inc.,
signed and sealed by Yamil Kuri,P.E.
G. OTHER
1. Test proposal dated 08/27/13,signed by Jaime D. Gascon,P.E. / f
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 14-0909.13
Expiration Date: April 02,2020
Approval Date: April 02,2015
E-1
3
I a m
a
Z n i
p � O
0 CL1]jl � U
a
ao
0$ a
3/16"TEMP. GLASS O a Q Q
3/16'HEAT STREN'D GLASS 3/8'AIR SPACE 0°� G
.090'INTERLAYER 3/16"HEAT STREN'D GLASS
BUTACITE PV8 BY'DUPONT' E'
.DSO'INTERLAYER t7 In J
In
3/16"HEAT STREN'D GLASS BUTACITE PVB BY'DUPONT'
3/16'HEAT STREN'D GLASS
2E L2 CN
1B 17\ � of
II II t7 \ \ / 1B II II II VI t X�
/ 16 II II 155 U / 16 it it �I \ m0 Q M LL
II II SILICONE II II II 1 SILICONE ca O
DOW 995 I DOW 995 g Z a
I Sof=M
28
CARDINAL%L w 3 n
—— EDGE SPACER _— y N rn o
ST.STEEL
GLAZING DETAIL GLAZING DETAIL c
7/16'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS
THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
8
SERIES 800 APP/evrduoomylyn,gwith dw _ I c $
FIMWiBYildmgCodu 2� p
Dalt /1/L 82 z0�
ALUMINUM OUTFOLDING EII—FOLD DOOR I mtA �Cona3. q 6
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY c o n^e
TO TRANSFER LOADS TO THE STRUCTURE. n °,�g
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS NOTE: a m u
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. v
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE o
NOT PART OF THIS APPROVAL. '
Enyr.JAVAD AHMAD
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CIFLA. VIL \
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CAN.3538 sz �.
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE. _ o
DOORS WITH STANDARD BOTTOM TRACK (SIW802) APPROVED FOR INSTALLATIONS 6MA9
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 15 W14-18
DOORS WITH LOW PROFILE BOTTOM TRACK (SIW804) NOT APPROVED FOR WATER
RESISTANCE. sheet 1 of 15
243 5/8"(MAX.) 3
Nm
DOOR FRAME WIDTH
(WITH STD. PANEL STILES) _
4"MAX ANCHORS ATHEAD STILE ENDS
HEAD/SILL CLUSTER OFF 6 OR 8 Z �. J
AT 4°O.C. 12"MAX.=Hcl�CORNERS A SEE CHART ON SHEET 8 S1 W Q
I - I•- - 1 1 i 1 �0 LL
II S7 S4 i 1 37 n
I II I I I 1 v
Ix
27 D 1 9 URI s v�
I li.z E
W
I I 27 59 Sq S7 0
w J 1 II I
.O J .T
S4
o 'ax Y 1 I o n
i i I S7 I \ 1 / 26 27 26 g O
I 3 W
m M
0>M
1 1 F-12 U 1
S S7 �� j \ i i / S4 I S7 Z OL OU O1.N-.
I = a
2 2
07rna �
S2 30 1/4" 30 1/4" 30.1/4" 7A-NCHORTYPE mEXTERIOR INTERIOR12" MAX. HINGES HINGES,
D.L.OPG. D.L.OPG. D.L.OPG. SILLANCHORS TYPE A INTO CONC.SURFACE APPUED 40"�• 40"MAX, pT SILI STILE ENDS
FALSE MUNTINS AT4"FROM ENDS Appravadmconlplyw11�n18•Ihe" i
MAY BE USED PANEL WIDTH PANEL WIDTH AND 12"0 C CLUSTER OF 4 Date Codi c 88 8$
(W/STD.STILES) (W/STO.STILES) AT 4"O.C.
-n •/7 oDM
..Mlnmf a of Cowm1'
STANDARD PANEL STILES. �v
EXTEWOR W/ STD, BOTTOM TRACK'
MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF v<<m
PANEL S12E: TYPICAL ELEVATION PANELS TESTED CONFIGURATION) (FOR LEAF SIZE SHOWN OR SMALLER) - 70.0 PSI-
NOM.
SFNOM.PANEL WIDTH=(DOOR FRAME WIDTH - 3.625-)/6 BI-FOLD DOOR WITH OUT-SWING LEAFS AS PERMITTED BY FOC REQUIREMENTS Y
PANEL HEIGHT- ODOR FRAME HEIGHT-4.188" .STANDARD PANEL STILES AND STANDARD BOTTOM TRACK S •� ,
. Engr:JAVAO AHMAD
DAYLffE OPENINGS: SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. FLA.APCM[_7308592 S 4 _
DLO WIDTH m NOM.PANEL WIDTH - 9.750" DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 3s
E �
DLO HEIGHT PANEL HEIGHT- 14" USING THE STILE CONFIGURATIONS SHOWN HEREIN.
O
NOTE: drowmg no.
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09. (3 SEC. GUSTS) AR 2015 W1.4-18
AND FLORIDA BUILDING COMMISSION sheet 20115
DECLARATORY STATEMENT DCA05-DEC-219
243 Sf6"(MAX.)
DOOR FRAME WIDTH
4,MAX (WITH STD. PANEL STILES) I
ANCHORS AT HEAD STILE ENDS a
CORNS ILL ---- – _-- -- CLUSTER OF 6 ORE -- 3
CORNERS /"SAT 4"O.C. 12"MAX Q z
A74f�
/ SEE CltARTONSHEET8 7a.
S2 – _ �( _ HEADS1 a.
S7 S4 II I \ 54 I I a i
i 1 1 1 1
I n I I ril}i
z —
IORES II I ORES
pk xg i ii ; H / i i A i i Qu�l eSLi
/ \ 27 .—
Ma o o
00 II
-----n----- � qui �
0"
---JL---
r —_
I
c B2
I 6 O W N
I 1 I I I I I L 2A Ui
- _Y v
~ o 3,0
_ `� I_T_ `� ~`� _ i� 1/T Dili w
30 1/4" 30 1/4" ,�-- `�– 12 St m� EXTERIOR INTERIM c-• –�
O.L. OPG. D.L.OPG. D.L.OPG. SILL HINGES HINGES
SURFACE APPLIED ANCHOR TYPE'A' ANCHORS TYPE A INTO CONC. v c�
40`MAX, INTO CONCRETE AT SILL ST 'ENDS
FALSE E NTINS 40"MAX. '
MAY BE USED PANEL WIDTH PANEL WIDTH AN 4"PROMS CLUSTER OF 4 Fo Wa dns comptyiug tvitlillw
(W/STD.SALES) (W/STD.STILES) AND 12"O.C. AT 4"O.C. Florida D
Dela Y/ 3 8
w m9
Miwld Drek Pnut.1 Oonwl
OTTE
STANDARD PANEL STILES
EXTERIOR 14/ LOW PROFILE BOTTOM TRACK
p uFl cl MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF :6, a Ni
TYPICAL ELEVATION (FOR LEAF SIZE SHOWN OR SMALLER) – 70.0 PSF a m a
NOIR.PANEL T- = (FROM FRAME WIDTH–3.6257J6 (6 PANELS CONFIGUPATtON) AS PERMITTED BY FDO REQUIREMENTS
PANEL HEIGHT=DOOR FRAME HEIGHT –3.375" BI–FOLD DOOR WITH OUT–SWING LEAFS
# RESISTANCE. '+ o
_AYLRE OPENINGS; Enar:JAVAD A14AD o a
DLO WIDTH- NOM.PANEL WIDTH –9.750' SIX PANEL DOOR CONFIGURATION WTTH FOLDING AND SWING PANELS.SHOWN. CSHL ,
DLO HEIGHT-PANEL HEIGHT– 14" DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 FLCA N.3638 92
USING THE STILE CONFIGURATIONS SHOWN HEREIN. c
NOTE: STANDARD PANEL STILES'ANO LOW PROFILE BOTTOM TRACK NOT APPROVER FOR WATER
GLASS CAPACITIES ON THIS SHEET ARE drawl`—•R
BASED ON ASTM E1300-09 (3 SEG. GUSTS) (4— $
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219 sheet 3 ot15
3
219 5/8°(MAX.) ��77� �
FRAME WIDTH
(WITH NARROW PANEL STILES)
4•MAX, ANCHORS AT HEAD STILE ENDS O
HEAD/SILL CLUSTER OF 6 OR 8
CORNERS AT 4"O.C. 12" MAX )„
Al _----_ SEE CHART ON SHEEP 8
HEAD s1
_ a o
S4 I S7 0 p M
Q r4l
C7 I Dt I E-1 I / F7 I \ E1 I DI I Gi $q
10 10 i 9� 10 i // 10 i \\ 10 i 27 10 i 10 3Q GI
cE I i Ht j / i \ j 27 i S9 s4 S7
s o • o I �/ 1 ___________ I Sd /� I 57
-:: --_- 25 �� 1 •/. I // v N
n tv a I 25 ./ 26 I 26
O 26 Fm p JN N
G •_o<V� 13 tai n
a4 i m 00QM
Zv)�
\ / 9Ell
e1 s7 ;
7 I \ / 1-0U 1
I I I 2 2 o U Z.
I i _ M dCm N
S2 - -- --- I NTERIOR
$1m�
EXTERIOR
(HINGES
30" 30° 30° `\ 12°MAX. z 1 o
O.L.OPG. SILL rc y
TINTO
TYPE 'A' a'$ O
CRETE ANCHORS TYPE A INTO CONIC.
36"MAX. 36•MNL AT 4" FROM ENDS AT SILL STILE ENDS pypcOVedm �-
PANEL WIDTH PANEL WIDTH AND 12"O.C. CLUSTER OF 4
(lodQa
(W/NARROW STILES) (W NARROW STILES) AT 4°O.C. Date
NOM
Mimi // // //I
By HH 1. /rlr6/.i- o&rc a
v
EXTERIOR
TYPICAL ELEVATION (6 PANELS CONFIGURATION) NARROW PANEL STILES
W/ STD. BOTTOM TRACK �a
81-FOLD DOOR WITH OUT-SWING LEAFS 0 0
NARROW PANEL STILES AND STANDARD BOTTOM TRACK MAXIMUM DESIGN LOAD RATING =+ 60.0 PSF < m
(FOR LEAF S12E SHOWN OR SMALLER) - 60.0 PSF O
SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. AS PERMITTED BY FBC REQUIREMENTS •�
DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8
USING THE STILE CONFIGURATIONS SHOWN HEREIN. E°ILL'dAV VI� bt o
FIA PE/70592 S
PANEL$17c; CAN.3538 TO
__ g 3 u
NOM.PANEL WIDTH=(DOOR FRAME WIDTH -3.6257/6
PANEL HEIGHT- DOOR FRAME HEIGHT-4.188" NOTE:
D yJy`rtE OPENINGS: GLASS CAPACITIES ON THIS SHEET ARE drawing no.
DLO WIDTH - NOM.PANEL WIDTH- 6.000' . AND BASEDFLORI AON S BUILDING COMTM E1300-09 M SSION 3 SEC. GUSTS) g 2Q15 W14-18
DLO HEIGHT=PANEL HEIGHT- 10° - DECLARATORY STATEMENT DCA05-DEC-219 sheet 4 of 15
21p 5/8"(MAX.) �4918M 3
- FRAME WIDTH
4-MAX (PATH NARROW PANEL STILES)
HEAD/SILL ANCHORS HEAD STILE ENDS Z 3
CORNERS CLUSTER OFF 6 OR 8
rAT 4"O.C. a =
i2'MAX,
o
S2 At _ SEE CHART ON SHEETS HEAD
rCE f z
o
I
O G
\ ct
I ,
P' 10 i / 10 i 10 4 2-1 to i f0 -
//
{4ivf_o
m m t 7
i
czi tc W°• m I 25 /•/ 1 -- ^ ----
+ - I /r I S4 /r 57 ori
(�a °i d a t •/ 25 i - 26 1 / 28 t 25 I •r, i // v N
O>M
4
d t ! `\
a Uzv <
n
—. aUm "
S 51 ' EXTERIOR INTERIOR o
3O` ~ 12"MAX. m HINGES HINGES '^yr n W
OPG. SILL �d� (YTm p
ANCHOR TYPE'A' Lil
AT 4"FROM ENDS ANCHORS STILE
A INTO CONC. v
r----�
36"MAX. 36'MAX. AT Slti STILE ENDS Appioccducotvplylog wllh Lim
PANEL WIDTH PANEL WIDTH
AND i2'D.C. CLUSTER OF 4 FtaridoDn-
No
ny^(W/NARROW STILES) (W/NARROW STILES) AT 4'O.C. NOAN
Date 2
u.,�— ----•®� �� e79 _—�t'1 - m -ori -- Miami Oade ox�mi $
By ... .�,{,¢A7 4
M.
``
EXTERIOR
NARROW PANEL STILES
TYPICAL L VATI N 6 PANELS CONFIGURATION If/ LOW PROFILE BOTTOM TRACK
81-FOLD DOOR WITH OUT-SWING LEAFS MAXIMUM DESIGN LOAD RATING =+ 60.0 PSP m ;;
14
NARROW PANEL STILES AND LOW PROFILE BOTTOM TRACK (FOR LEAF SIZE SHOWN OR SMALLER) - 60,0 PSF <m c+
AS PERMITTED BY FOC REQUIREMENTS
SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. . NOT APPROVED FOR WATER RESISTANCE. • _�
DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET B
USING THE STILE CONFIGURATIONS SHOWN HEREIN. Engr.JAVAD AHMAO a _o
PANEL SIZE: FLA.PE YL M92 0
C.A.N.3538 c
x
NOM.PANEL WIDTH a (DOOR FRAME WIDTH-3.625'J6 •• gg
PANEL HEIGHT-DOOR FRAME HEIGHT-3.375' a 33 t
DAYLITE_ OPENINGS.- GLASS CAPACITIES ON THIS SHEET ARE ft1 G ZO drow3�„9-a
DLO WIDTH=NOM.PANEL WIDTH-.fi.000' BASED ON ASTM E13o6-09 (3 SEC. GUSTS) Wl 4-1
8 j
OLO HEIGHT-PANEL HEIGHT- 1O' AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05--DEG-219 sheet 5 ot15
3
i m TYPICAL ANCHORS VERTICAL SECTION �4aU
c
SEE ELEVATIONS DOORS WITH STANDARD STILES
� x
FOR SPACINGEXROR
Z j
N
\� FINISHES '.IDGE'DIST. e`.:CONCRETE; J
W
BY OTHERS 3•KS6:MIN' .
I
q a
a 0
O 0 U
O IIS50j
a
Qa°
M pq
00
I I Q�ii+if
I 4 fd
� N
v W
I
4 I p JN N
N O 12 O
s �
YI III OPTIONAL "2
c� 0 m O�"n
x a
W h'I z Z(nGj
(E J N III I 9 V) N
.9 m k o 3W=m
I
xo !E�
,F) qa o o Uz
Nmo rn �t/jy
G'C II'
g� a =o u
Lj
a w m w PANEL WITH STD.STILES LIMIT 3 n w
SEE Dp IN SHEETS 2& 3 y
0
0
4A
0
4A $�
3u s
Approved a+�8+•'�� o
Date Plmido L
NDA# _p O •/zl '�a S
25 26 Miami ProdultOoahoi v .
By H
c d S 6 u
19 ,o O n
I I 10 POURED&HARDENED 18
29 I I MGH STRENGTH GROUT
.2 11c-5000 PSI MIN. I I ♦ L
NOT BY S.T.W. I I 2A o • o
9 MUST TRANSFER SHEAR Engr.JAVAD AHL%D
LOADS TO STRUCTURE g I 1/2° CIVIL
SCAN.3 3592
LOAD BEARING 8
n ,
' ..:_....:.....:...:......:..:._::::_.......:.:..._'. u 8S
...................................._... (SOLID SHIMS � s
............ ...
2 8 5
• CbNCRETE+••
FOR
OPTIONAL TO CROUn CONCRETE:'3 KSI.MIN.NCROR TYPE'A` -�{ 1'EE EL�EV. EDGE DIST. SEEHEL PE Ardrawing SPACING CONCRETE SUBSTRATE TO BE FOR SPACING L 6'1015 - W 14-18
STD. BOTTOM TRACK - RECESSED AS SHOWN BEFORE
o 'LOW TRACK INSTALLATION IOW PROFILE BOTTOM TRACK
APPR'D FOR WATER RESISTANCE sheet 6 of 15
.NOT APPR'D FOR WATER RESISTANCE
0 VERTICAL SECTION �U W
$ w o zo TYPICAL ANCHORS
SEE ELEVATIONS DOORS WITH NARROW STILES
Jt
FOR SPACING
�o W EXTERIOR .,1 OCE'DIST. a Z
FINISHES CONCRETE' 0
BY OTHERS 3I(S6:MIN'
.
IL
LWOU
QIL90 O
IL aV
A 1 27 T.
fO 4
U h
O
dad¢
T1 aU'l,F
' , o
e
I J m
I'I'
— II ii O JN
o (/J
1 it i
h31.i�..
a123
n
Z Z
J W W I OJ 3W� N
o 03 a ai T.
O ¢Zoe
m
o _
W PANEL WITH NARROW STILES LIMIT ? a U m
o
o xz o H 1 12 SEE Op IN SHEETS 4 & 5
OPTIONAL J
m ai II
O 3 i o
I
AppmvcdwcomPij 8v4Ibdw I I Floddo0ull_ Cbd o f5 6
q f Dore Z
4 NOAtl O G '/l -5 II 6
Miami Dade Product m
r
By li< l Ch Fy�
6 r 25 26
19 2d�rtd
81 it m o N
26 .....:...:..:....:.:...:.:.:.:.:..._..:..:....:.................:.....:�....:.. .,,:::+:::; 19
CURED&HARDENED
HPIGH STRENGTH GROUT
63 9 - II II, B 19
Ac-5000 PSI MIN.
NOT BY S.I.W.q MUST RNSFER SHEAR
9 LOADS STRUCTURE Engr:JR/AO AHMAD
LOAD BEARING 1/2' CML(SOLID SHIMS FLA. 592
C.A.N.N538
G'>aoig
0m 3"o
ny.
OPTIONAL TO GROUT) •'•' ti '-' �'
•'+
c rC &ITE , 8
z r 3aKSIR MINr'' .'.a�,�,. :9 .. .�..: MIN..
''a a•... .I.. '.ANCHOR TYPE 'A'
m EDGE DIST.' SEE ECFV. 1,"> ANCHOR TYPE'A' r� drawing no.
OGE DIST. SEE ELEV.
y. FOR SPACING CONCRETE SUBSTRATE TO BE FOR SPACING W1 4-18
2 STD. BOTTOM TRACK RECESSED AS SHOWN BEFORE
o I nW PROFILE BOTTOM JRAQK
APPR'D FOR WATER RESISTANCE LOW TRACK INSTALLATION NOT APPR'D FOR WATER RESISTANCE sheet 7 of 15
PROPERLY SECURED
3
TYPICAL ANCHORS 1BY WOOD BUCK METAL m
SEE ELEVATIONS (SEE NOTE SHEET 1) "�• s STRUCTURE
FOR SPACING EI1GE'`DISF.. ° .•"..,. VI00 TRUCTURE (SEE SPEC BELOW)
NCRETE• .
ItSI,MIN.�.
•.�DCE DISI. ;•'CONCTtI7E� EDGE DIST EDGE DIST. Q A
.1:3uduw -K36;MI1•!:. 0 BUCK 1� g
a o
U
(7 V O m
Z Z00 0
Z z K¢
NO13< a7 V< MY y 'Y WN 0
Ow w
TYPICAL ANCHORS -S ATIONS 0 Q q
SEEFOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 1`
SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 1% O a
HEAD ANCHORS]AAD CAPACITY-PSP(PANELS R/STD.STILES) FOR SPACING FOR SPACING FOR SPACING Q w U)ry 6
4'__" �
ANCHOR IYPE ANCHOR TYPE'A' ANCHOR TYPE'B' ANCHOR TYPE'BI'ANCHOR'C' N
D ANCHORS D ANCHORS 6 ANCHORS 6 ANCHORS D ANCHORS 6 ANCHORS 6 ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING w
WGIUM AT MG. AT
MG. A7 WTC. A7 WTO. AT RIC. AT RTC. AT LTC. Li IL
ODOR TRADE NUMBER OF SIRE ENDS STAB ENDS SNE ENDS SIRE ENDS SINE ENDS STILE ENDS STILE ENDS TYPE 'A'- ,]_/4" DI ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) O
PANEL WIDTH HEIGHT PANELS EXT.(+) EM.(+) EXT.(+) EXT.(+) EXT.(+) EXr.(+) OCT.(+) •MIN, LENGTH = 3-1/4" � e
INCHES INCHES ALLOWED INT. - INC - INC - IN. - INT. - INT. - INE' - DIRECTLY INTO CONC. OR MASONRY d m
24 10 70.0 70.0 70.0 70.0 70.0 70.0 70.0
26 10 70.0 70.0 66,0 70.0 70.0 70.0 70.0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) (�
3z ea to 70.0 70.0 57.0 70.0 70.0 70.0 70.0 1-1/4" MIN. ESIBED INTO CONC. OR MASONRY (JAMBS)
�o
36 10 70.D 70.0 51.0 69.0 63.0 70.0 70.0 THRU 1 BY BUCKS INTO CONC. OR MASONRY 90 (n �
40 10 70.0 70.0 45.0 62.0 57.0 70.0 70.0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1 3 4-
24
24 10 70.0 70.0 66.0 70.0 70.0 70.0 70.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 a
28 10 70.0 70.0 56.0 70.0 70.0 70.0 70.0 Z Z Ln
32 98 10 70.0 70.0 49.0 66.0 61.0 70.0 70.0 TYPE 'B'- .#14 SMS (GRADE 2 CRS) 9 3:w
=M
36 10 68.0 70.0 43.0 56.0 54.0 70.0 70.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES F z Co i'
40 10 61.0 70.0 36.0 52.0 46.0 65.0 70.0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Qom a
aim
24 10 70.0 70.0 60.0 70,0 70.0 70.0 70.0 _ ^
28 10 70.0 70.0 51.0 69.0 63.0 70.0 70.0 TYPE 'Bl'-§14 SMS (GRADE 2 CRS) o I S
32 108 10 70.0 70.0 44.0 60.0 55.0 70.0 70.0 In
3 "J-
INTO WOOD STRUCTURES m w
36 10 62.0 70.0 39.0 53.0 49.0 66.0 70.0 N
2" MIN. PENETRATION INTO WOOD (HEAD) rn
40 9 55.0 70.0 34.0 47.0 44.0 59.0 70.0 O
24 10 70.0 70.0 57.0 70.0 70.0 70.0 70.0 TYPE 'C'- 1/4" DIA HI TI KWIK-FLEX SELF DRILLING SCREWS (Fu-120 KSI,FY-90 KSI)
28 10 70.0 70.0 49.0 66.0 61.0 70.0 70.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/4")
32 112-3/16 10 67.0 70.0 42.0 57.0 53.0 70.0 70.0 INTO METAL STRUCTURES (HEAD/JAMBS)
36 10 59.0 70.0 37.0 51.0 47.0 63.0 70.0 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) g g ol
40 9 63.a 70.0 33.0 45.0 42.0 57.0 1 70.0 1 ALUMINUM : 1/4" THK. MIN. (6063-T5 MIN.) (HEAD) o g 515
HEAD ANCHORS LOAD CAPACITY-PSP(PANELS n/NARROW STILES) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ApprowdasconVI us8wilhlhO m n
ANCHOR TYPE$�._ A
OR'A ANCHOR TYPE'B' ANCHOR TYPE'Bl'ANCHOR 'C' FloddR TYPICALEDGE DISTANCE w rc
CHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS NOAH INTO CONCRETE AND MASONRY = 2-1/2" MIN.
WIG. AT RTC. AT IHC, AT Wi6. At NTC. AT RTO. Mlemi prey vol INTO WOOD STRUCTURE = 1" MIN.
DOOR FRAME NUMBER ENDS 51718 ENDS 54118 ENDS SIIIB ENDS STILE ENDS SNB RNDS + n
FPANELMDTH HaGIR .(+) EHL(+) Exr.(+) Exr.(+) Exr.(+) EHL(+) D, h ,ti ,..- INTO METAL STRUCTURE = 3/4" MIN.WGIf$ - INT. - INT. - INT. - INT. - MT..o 60.0 60.0 60.0 60.0 60.0 WOOD AT HEAD OR JAMBS SG - 0.55 MIN.
.0 60.0 60.0 60.0 60.0 60.0 CONCRETE O HEAD, SILL CK JAMBS BS I' 3000 PSI MIN.
Sa C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN.
32 0.0 57.0 60.0 60.0 60.0 + 60.0
36 10 .60.0 51.0 -60.0 1 60.0 1 60.0 60.0 WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS Eng..JAVAD AHMAO
24 10 60.0 60.0 60.0 60.0 60.0 60.o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FLA.PEE 0CIVIL 70592 q q
28 98 10 60.0 56.0 60.0 60.0 60.0 60.0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. CAN.3538
32 10 60.0 49.0 60,0 60.0 60.0 60.0
d
38 9 60.0 1 43.0 58.0 54.0 60.0 60.0 NOTE: O
24 10 60.0 60.0 so.D sa.o 60.0 60.0 FOR DOOR CAPACITY WITH STD. STILES SEE SHEETS 2 & 3 drawing no.
FOR DOOR CAPACITY WITH NARROW STILES SEE SHEETS 4 & 5
ze 100-3/76 to 60.0 ss.o 60.0 sD.o 60.0 so.o FOR ANCHOR CAPCITY SEE CHART ABOVE A W14-18
32 10 60.0 48.0 60.0 '60.0 60.0 60.0 LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY
36 9 60:0 1 42.0 1 Ss.o 53.0 60.0 60.0 CHART WILL APPLY TO ENTIRE SYSTEM. fsheet R of 15
TYPICAL ANCHORS 3
SEE ELEV. � 000
FOR SPACING I
a o o
30 11 " Z
• 5 5 26 f0
O 10
21
�o
0
9 s
IL
0t
t7&
dada
�.a 7 6FdtL
EXTERIOR 3 D.L.O. D.L.O. g g{
FINISHES
13Y OTHERS 5/16" EXTERIOR 1/8"TYP.
1/2"MAX PANEL WIDTH PANEL WIDTH
LOAD GEARING V h
SHIM MAX.DOOR FRAME WIDTH °}
ANCHOR ORS
(WITH STD.STILES) TYPICAL ANCHORS A
TYPE A SEE HELEVORS S JVJ N
ONLY FOR SPACING J o
U7
FOR 6 PANEL CONFIGURATION SEE SHEETS 2 AND 3 PROPERLY SECURED o $Li M v
19Y WOOD BUCK is p>r0
(SEE NOTE SHEET 1) OZ
1
s _of
i �j. t N
a'o.�. M
-----i � I.-Z ca �
aw
<oo mzi OL
N
20 -•�
5 it 5 c
.•w �"s�
1s 25 EXTERIOR a 8
TYPICAL ANCHORS 2aa5 Py
SEE ELE.V. Sf8" 5/16 EXTERIOR S a
FOR SPACING FINISHES c
PANEL WIDTH PANEL WIDTH BY OTHERS
TYPICAL ANCHORS 1/2"MAX.
SEE ELfV.
FOR SPACING a LOAD�IFARMiG o
MAX. DOOR FRAME WIDTH SHIM
�°';A.3
(WITH STO.STILES) ANCHOR '0 4 o
TYPE A
ONLY
Approved m with 6w
co �
FlOmmn /mpsYiaB
STRUCTURE mON /-G /-f3 Engr- IAVAD AHMAD
W $ o Mlemlf `� Mml SCAN 35382CML
n }'
w F7
ifa'MAX. E.T. E(L iZ 1 drowmg no.
LOAD 8E4wNG 1/a'MAX HORIZONTAL SECTION
SHIM
LOAD BEARING ODORS WITH STD. STILES 14-1
SHIM sheet 9 of 15
TYPICAL ANCHORS
SEE ELEV.
FOR SPZNO
. C1 p1 E1
30 11 26 Q -
" 5A 10
IT
tJ o a
o _ 0 e CY 0
W ' ' SA 10 OhG
•, 7 25 28 27 Z Q
EXTERIOR 3 O.L.O. O.L.O.
FINISHES
BY OTHERS 5/16" EXTERIOR 1f8'TYP.
1/2°MAX. PANEL WtOTH PANEL WIDTH
N
LOADBEARING
TYPICAL ANCHORS v N
ANCHOR MAX•DOOR FRAME WIDTH SEE ELE/. d
TYPE A WITH NARROW STILES FOR SPACING V
I ONLY o J N N
A JO
PROPERLY SECURED 9 - �
1BY WOOD BUCK oo to
FOR 6 PANEL CONFIGURATION SEE SHEETS ¢ ANO 5 F1 G1 m(SEE NOTE SHEET 1) oar
26 t4 11
25 11 g Ztn N
�w m
�0
Quo N
U) v
ao
O )�I1—'��rl U1 rn 0
e '�
1s EXTERIOR ��
D.L.O. ttrr_q
5/8' 5/t6EXTERIOR Se
PANEL WIDTH PANEL WIDTH FINISHES ES
BY OTHERS
{.OAD BEARING
MAX.DOOR FRAME WIDTH SHIM
WITH NARROW STILES ANCHOR a v� '
TYPE A
ONLY °
Appmved as complying with the a m o
FiodxalipiSuittnil
lipe•
Data
NOAEngn JAVAD AHM AD o e a
f 1 CML k
By a ��f, lkt-- FIA.PE 1 70542
C.A.. 538 8 `Fye
(i 2015 droving no.
HORIZONTAL SECTION W14-18]
DOORS WITH NARROW STILES
- - sheet�Q of I5
3
ITEM f PART f REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �4, m
1 SIW801 1 TOP TRACK 6063-T6 SUPPLIER PER SIIY SPEC. a
2 SIW802 1 SID. BOTTOM TRACK 6063-T6 SUPPLIER PER SSV SPEC. Z I
.2A SIW804 1 LOW PROFILE BOTTOM TRACK 6063—T6 SUPPLIER PER SIW SPEC. OP
3 SIW803 '2 FRAME JAMB 6063—T6 SUPPLIER PER SIW SPEC. I
4 SIW805 2/PANEL PANEL TOP RAIL(STD.) PANEL TOP &BOTTOM RAIL(NARRow) 6063—T6 SUPPLIER PER SIW SPEC. pf,
4A SWI814 1 PANEL BOTTOM RAIL(STD.)
6063-T6 SUPPLIER PER SIW SPEC. 0 0 0 v
5 SIW806 2/PANEL PANEL STILE(STD.) 6063-T6 SUPPLIER PER SIW SPEC. a
5A SIW813 2/PANEL PANEL STILE(NARROW) 6063-T6 SUPPLIER PER SIVI SPEC.
6 SIW807 AS REQD. PANEL ALIGNMENT CUP 6063-T6 SUPPLIER PER SIW SPEC.
7 SIW808 AS REQD. SILL AND JAMB SNAP COVER 6063-76 SUPPLIER PER 511'1 SPEC, �o
8 SIW809 1/PANEL BOTTOM RAIL SWEEP ADAPTER 6063-T6 SUPPLIER PER SIW SPEC. 0 Q G g
9 SIW810 1 BOTTOM TRACK LINER POLYPROPYLENE DUROMETER 62 SHORE D C ¢
10 SIW811 AS REQD. BULB W'STRIPPING SOFT PVC CENTRAL PLASTICS,DUROMETER 67±5 SHRE A a -0
11 U2132 AS REQD. COMPRESSION W'STRIPPING O-LON SUPPLIER PER SNI SPEC. Z 81_4
12 SIW816 AS REQD. CHAIR RAIL 6063-T6 SUPPLIER PER SIW SPEC.
14 SIW815 AS REQD. ASTRAGAL ADAPTER 6063-T6 SUPPLIER PER SIW SPEC. Q Wel I'
15 SN512 AS REQD. INTERIOR GLASS STOP(LAM.GLASS) 6063-T6 SUPPLIER PER S1W SPEC. - O
15A SIW520 AS REQD. INTERIOR GLASS STOP(INSUL.LAM.GLASS) 6063-T6 SUPPLIER PER SIW SPEC. - N
16 SNV513 .AS REDD. EXTERIOR CLASS STOP 6063-T6 SUPPLIER PER SIW SPEC.
17 5530 AS REQD. INTERIOR GLAZING GASKET(DUROMETER 70±5) SANTOPRENE CENTRAL PLASTICS <
18 5531 AS REDD. EXTERIOR GLAZING GASKET(DUROMETER 70±5) SANTOPRENE CENTRAL PLASTICS o NO N
19 1104-5601-9 AS REDD. WSTRIPPING SK560-SKIRT POLYPROPYLENE SCHLEGEL
20 98 X 3/4" AS REDD. ASTRAGAL SCREWS PH TEKS _ - AT 6"FROM ENDS& 16"O.C. o D Z45
21 #8 X 1/2' AS REDD. GLASS STOP SCREWS SELF DRILLING - AT G"FROM ENDS& 15'O.C. m 30 Q M
24 #12 X 1-1/2" AS REDD. FRAME AND PANEL ASSEMBLY SCREWS ST.STEEL HWH SMS z Z to-1
25 DLO1-6014 AS REDD. THREE POINT LOCK INTERLOCK,USA g 3 um
26 BFD1-6501 AS REQD. TWO POINT LOCK INTERLOCK,USALD
F U c
27 SIW830 AS REDD. LOCKING PINS IN NYLON BUSHINGS - - o Q z� N
28 - 2/LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A d U m _
29 W33321NC AS REDD, FINSEAL W'STRIPPING _ - ULTRAFAS
30 W23201 N AS REDD. FINSEAL W'STRIPPING - ULTRAFAB m 3 n w J
ST EF05-6010-560 AS REQD. PIVOT SET,SURFACE MOUNT ST.STEEL INTERLOCK,USA N an
52 SFOB-6020-560 AS REQD. END HANGER SET,SURFACE MOUNT ST.STEEL INTERLOCK, USA Approved 0 cumking With the -------
S4
S4 BF05-6040-560 AS REDD. INTERMEDIATE HANGER SET, SURFACE MOUNT ST. STEEL INTERLOCK,USA FloddoBta2
S7 SF05-6070-560 AS REQD. OFFSET HINGE HANDLE SET,SURFACE MOUNT ST.STEEL INTERLOCK,USA DAk _ /�j-
S9 EIF05-6015-560 AS REDD. JAMB PIVOT HINGE. ST.STEEL INTERLOCK,USA Miami Product Control ;
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH m W
SMALL JOINT SEALER. `o B
LOCKS:
3 POINT LOCK SYSTEM (DL01-6014) BY INTERLOCK WITH ACTIVATING M o e e
25 HANDLE AT 35-1/2'FROM BOTTOM FASTENED TO STILE WITH .�m r:-'O
(2) #12 X 1/2"FH MACHINE SCREWS -
HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD °cam o
AND SILL O
1/2" DIA BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH
5/16"DIA.THREADED RODS
o •r o
26 2 POINT LOCK SYSTEM (BF01-6501)BY INTERLOCK WITH E.g.JAVAD CMLAH� i
ARIA BIFOLD ACTIVATING HANDLE(BF01-6514)AT 36-1/4"FROM - FLA.PE 70592
BOTTOM FASTENED TO STILE WITH GA 7538 0
(2) 010 X 3/4"TEKS 8 .L
HANDLE ACTIVATES HOOT BOLTS ENGAGING AT HEAD AND SILL a 5
1/2"DIA BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH nk2 O
5/16"DIA.THREADED RODS
.. drawing no.
18
27 BULLET ENGAGING N5/B"TDIAIP`R CIEMNGNG NHOLES WITH NYLON BOTTOM W 4—
NYLON BU HING
(02550-HDG) BY'MASSOUD &BROS.' IN OPPOSITE PANELS sheet l)of 15
V 3
3.9227 2.000-•'{
655 1
F.094
1.dpI Z J
078 .050 1.365 f
000 �i
2.170 TYP.
062 I a -0
2'8j36 4.000 I-II O t0.�
-91II. 3.000 1.238IL
.079 ,5
4
INT. GLASS STOP (LAM. GLASS) Q
vV W
, TOP TRACK O O�a S
.438-� PANEL TOP RAIL (STD. & NARROW) 123 O 0 ro
TMp PANEL BOTTOM RAIL (NARROW) Q 3
2.165 3,875 1.000 1.365
1.328
I I 500 078
�II .085594 I I X71.000 G�
Fes---3.922 ^1 •125 2.000
v N
2 STD. BOTTOM TRACK 15 o U-
.07e INT. GLASS STOP (INSUL. LAM. GLASS) o -jo ^.
J O_
9 V)
.813 0
.759 1.330 5 PANEL STILE (STD.) .662-
0
62 m 1,a M
z ZuF�
--- -2.000-1
Y1.365 �'- 0:_
.062 .803 .050 F Z U 4
127 IYP.
m aOm N
3.379- .125 2.000 .144
3NJ
0 rn O
LOW PROFILE BOTTOM TRACK .079 16 EXTERIOR. GLASS STOP N
O
Appravedea complying vdih the
�1.622 roj SA PANEL STILE (NARROW) - ��pWch88
Mlam1 Productomrol� n
jP-y
78 1.538 2.000-1J €
P. r By� .461 cg
3.922
078 2.461 2.000 .094 & i
TYRl .��
,.347
7.000 L
LE 8.000 ,ole
�I.906 4 ; 0<m
14 ASTRAGAL ADAPTER .079 ,2 CHAIR RAIL
3 FRAME JAMB ~
Engr.JAVAD AHIMD
1.876 1.095FIA.PEE 170592L 2 3
.062 CA .. �•
I I 375 050 •821 v
.75� .062 I I� TYP.
k 1.810 d1 drawing n0.
2.000 (3 2015
1.770 O 4A O W 1 4-1 8 ..
s PANEL ALIGNMENT CLIP BOTTOM RAIL.SWEEP ADAPTER PANEL BOTTOM RAIL (STD.) SILL & JAMB SNAP COVER sheat 12 of 15
1 0 41lu W
�. q
FIB x k 3
#12
ii
(2)PER t
%.i= O LEAF
! f I Q
Nt
i v t;• #12 X 1/2' j%G
FH MS
�i. t 1• )�
: i2 X tj2" i 712 X 1/z' !OJ (3)PER LEAF .
0
aLEAF Ms
1 (2)PER L7H ms
t (2)PER LEAF Q
its
INTERMEDIATE HINGE 0`�m
st $12 x 112^
4 FH MS O FM IAS ij2^Q
(3)PER tAEF (3)PER LEAF
(4) #12 X 1/2' lYi
FH MS O O
;O'
O O
N
al
O
nu
t m pa
2ND+
i lC t� �t•�, O ! �Q U 00
la
m N
ie f0, ti ! n Vl rn o
Appmved as complying uith the
E— rfodde Buil r
nate /S
- - Miami Produ//ct gomro!
RY,
o
•L�H
7 0
S7 52 S4 - 57 d
PIVOT SET ENO HANGERS SET INTERMEDIATE HANGERS SET OFFSET HINGE HANDLE SET
C a u
fh N
a �a mci
o _
Engr;JAMAO AHMAo o e
CML i
FLA.AE/70592 o n
C R.3578 0
d V
drawing no.
2 PISW14-18
sheat X30115
m
U =
D
m O
O
o �
O
0
O
O x
D
3:of N
X `
m va ) X
J Z \ �N
•1' �X
m OV
\ o
}a - - -----,� Z -,--
%.rn
yv _____ _
Z.
rx \
l
Y)
N
m
D
n A
2
O
m
5• m
J �I
0
N r•g
vt N
v G
pa
�F
a eae: orlo-14 revisions: S-800 ALUM OUTFOLDING 81-FOLD DOOR (i-M-l.) AL-FAROOQ CORPORATION nfc
on0 0 e escrl ion ENGINEERS&PRODUCT DEVELOPMENTA . . REV.PER PER COYYENsSIW IMPACT WINDOWS, LLC. 3235 S.w.S7AVE
B . . NO CHANGE T1Is EO 975 S. CONGRESS AVE. #102 MIAM1,FLORIDA33174
c ar.q TAniO c ws6.1s NO Cl XGE ru SHEET DELRAY BEACH, FL 33445 TEL C305)2648100 FAX(305)2r.2-697a
chk hY• TEL(561)274-9392 FAX. (561) 274-9262 COMP—ANL\W14—ISSN'
w � ,