HomeMy WebLinkAboutNOA-BI-FOLD DOOR'MIAMI-MOADE
DEPARTMYNT OF REGULATORY AND ECONOM
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NO)
ECO Windows Systems, LLC
9114 N. W. 10611 Street,
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable
documentation submitted has been reviewed an
be used in Miami -Dade County and other areas
This NOA shall not be valid after the expiratic
(In Miami -Dade County) and/or the AHJ (in
product or material tested for quality assuranc
manner, the manufacturer will incur the expej
suspend the use of such product or material wi
if it is determined by Miami -Dade County Pi
requirements of the applicable building code.
This product is approved as described herein, a
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 900 Aluminum Bi-f�
APPROVAL DOCUMENT: Drawing No. V
of 11, prepared by Al-Farooq Corporation, dab
Ahmad, P.E., bearing the Miami -Dade County
and approval date by the Miami -Dade County'.
NUSSILE IMPACT RATING: Large and',
Limitations:
I . See sheet 6 for max frame size (frame heig
The max panel size not to exceed tested 4C
configuration per charts in sheet 6.
2. Std. Bottom Track (detail B/5) is approve
( detail B1/5) is not approved for water
LABELING: Each unit shall bear a Derman--�,
following statement: "Miami -Dade County I
RENEWAL ofthis NOA shall be consideri
in the applicable building code negatively ai
TERMINATION of this NOA will occur a
materials, use, and/or manufacture of the pr(
for sales, advertising or any other purposes ,
of this NOA shall be cause for tern-driation a
5L;91*MNW
RESOURCES (RER)
Lq
MAR 0 9 2020
ST. Lucie County, Permitting
NIIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
iles and regulations governing the use of construction materials, The
accepted by Miami -Dade County RER -Product Control Section to
(here allowed by the Authority Having Jurisdiction (AHJ).
date stated below. The Miami -Dade County Product Control Section
reas other than Miami -Dade County) reserve the right to have this
purposes. If this product or material fails to perform in the accepted
e of such testing and the AHJ may immediately revoke, modify, or
in their jurisdiction. RER reserves the right to revoke this acceptance,
duct Control Section that this product or material fails to meet the
has been designed to comply with the Florida Building Code,
Door-L.M.I.
7-103 titled "Series 900 Bi- fold Door (L.M.1.)", sheets I through 11
11/15/17, with revision "A" on 05/17/18, signed and sealed by Javad
roduct Control Approval stamp with the Notice of Acceptance number
-oduct Control Section.
Missile Impact Resistant
x frame width) to arrange various out folding qualified configurations.
wide and 105 1/4" high, nor max 108" tested frame height, in any
for water resistance limited to +60.0 PSF. Low Profile Bottom Track
.stant unless complies w/ FBC requirements.
t label with the manufacturer's name or logo, city, state and series and
Control Approved", noted herein.
after a renewal application has been filed and there has been no change
-ting the performance of this product.
T the expiration date or if there has been a revision or change in the
ict or process. Misuse of this NOA as an endorsement of any product,
.11 automatically terminate this NOA. Failure to comply with any section
removal of NOA.
ADVERTISEM * ENT: The NOA number prl ceded by the words Miami -Dade County, Florida, and followed by the
rtl
expiration date may be displayed in adve isi g literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA s all 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 consists of this page I and evidence page E- 1, as well as approval document mentioned above.
The submitted documentation was reviewed �y Sifang Zhao, P.E.
NOA No. 17-1218.13
Expiration Date: November 08, 2023
Approval Date: November 08, 2018
Page I
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 900
ALUMINUM OUTFOLDING BI—FOLD DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT NOA IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
DOORS WITH STANDARD BOTTOM TRACK (11902) APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
DOORS WITH LOW PROFILE BOTTOM TRACK (11903) NOT APPROVED FOR
WATER RESISTANCE.
2E M
C'4
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
3/16- HEAT STREN'D. GLASS
SILICONE
FDOWSIL 899
WO \ 11 V11 11 /
GLASS TYPE 'A'
i VFD
MAR 0 9 2020
ST. Luci,- county, Permitting
------------ :_��
0
22
114n
SETTING BL <S AT LAM. GLASS
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
GLAZING OPTIONS
z
M
3/16- TEMP. GLASS
73/8" AIR SPACE
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
�By 'kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
it �
0
LJ
GLASS TYPE 'Ai'
NOTE:
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE' REQUIRED.
CARDINAL XL
EDGE SPACER
j :i ST. STEEL
22
SETTING BLOCKS AT INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
E
ApprovedLas cohn0ywp,,vM ft
Florida 131111-ftg Code o.70592
Date
NOA#
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PANEL WIDTH
PANEL SIZE:
NOM. PANEL WIDTH = (DOOR FRAME WIDTH — 3.375")/6
PANEL HEIGHT = DOOR FRAME HEIGHT — 3.750"
DAYLITE QPENINGSs
DLO WIDTH NOM. PANEL WIDTH — 7.875"
DLO HEIGHT PANEL HEIGHT — 9.250"
=4-
31 5/8-
D.L. OPG.
n24
240 3/4" (MAX.)
OOR FRAME WIDTH
ANCHORS AT HEAD STILE ENDS
CLUSTER OF 4 OR 6
4" AT 4" O.C.
TYP'. SEE CHART ON SHEET 6 12" MAX.
HEAD
I I I I I INN I /I I I I I I\ I I I I I N I
31 5/8"
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39 9/16-
PANEL WIDTH
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TYP.
ANCHORS TYPE A INTO CONC.
AT SILL STILE ENDS
CLUSTER OF 4
AT 4" O.C.
TYPICAL ELEVATION (6 PANELS TESTED CONFIGURATION)
BI—FOLD DOOR WITH OUT —SWING LEAFS
SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN.
DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8
USING THE STILE CONFIGURATIONS SHOWN HEREIN.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
12- M�
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AS PERMITTED BY FBC REQUIREMENTS .0
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Approved-asscomplyhig,miul t—he o.70592
Florida v0ding-code
Date It 40 Ze I
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NOA�.� ct 26 2018 Kz
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STATE OF 6 UQ
drawing no
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31 5/8"
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39 9/16- MAX.
PANEL WIDTH
PANEL SIZE:
NOM. PANEL WIDTH = (DOOR FRAME WIDTH — 3.375")/6
PANEL HEIGHT = DOOR FRAME HEIGHT — 2.750"
DAAYLITE OPENINGS:
DLO WIDTH NOM. PANEL WIDTH — 7.875"
DLO HEIGHT PANEL HEIGHT — 8.750"
31 5/8- 31 5/8-
D.L. OPG. D.L. OPG.
39 9/16"
PANEL WIDTH
4'
TYP.
EXTERIOR
ANCHORS TYPE A INTO CONC.
AT SILL STILE ENDS
CLUSTER OF 4
AT 4" O.C.
TYPICAL ELEVATION (6 PANELS TESTED CONFIGURATION)
BI—FOLD DOOR WITH OUT —SWING LEAFS
SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN.
DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8
LISING THE STILE CONFIGURATIONS SHOWN HEREIN.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
12" MAX.
SILL
<
x
EXTERIOR INTERIOR
-WITH LOW PROFILE BOTTOM TRACK
MAXIMUM DESIGN LOAD RATING =+ 60.0 PSF
(FOR LEAF SIZE SHOWN OR SMALLER) 60.0 PSF
AS PERMIrFED BY FBC REQUIREMENTS
A�kfAAAUxxx,
Approved as coinplying wilh tkb
Florida Building Ccdc
Date aac_& *41-6—
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APPROVED CONFIGURATIONS
TWO (2) PANELS
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APPROVED CONFIGURATION
FOUR (4) PANELS
'o
APPROVED CONFIGURATIONS
FIVE (5) PANELS
EXTERIOR
EXTERIOR
APPROVED CONFIGURATION
SIX (6) PANELS
APPROVED CONFIGURATIONS
SEVEN (7) PANELS
APPROVED-00-IN FIGU RATIONS
EIGHT (8) PANELS
NINE (9) PANELS
APPROVED CONFIGURATIONS
TEN (10) PANELS
MAXIMUM FRAME AREA:
FRAME WIDTH X FRAME HEIGHT = 270 SQ. FT.
ADJUST BY REDUCING PANEL WIDTH OR HEIGHT IF REQUIRED.
Approved as complyftig,vifth
Florida B ilding Code
11
Date I
NO.4 I:J.
Wfian-d Dade Product Control
%0301 N
C o.70592
ct 26 2018 Af:
STATE OF 40
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POURED & HARDENED
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17 Vc = 5000 PSI MIN.
NOT BY ECO WINDOWS
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
LOAD BEARING
(SOLID SHIMS
OPTIONAL TO GROUT)
cn
TYPICAL ANCHORS
\-SEE ELEVATIONS
FOR SPACING
m
CONCRETE
KSI-'MIN,
EDGE ST.
CONCRETE SUBSTRATE TO BE
RECESSED AS SHOWN BEFORE
LOW TRACK INSTALLATION
E
1/2-
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
STD. BOTTOM TRACK LOW PROFILE BOTTOM TRACK
APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE
WEEPHOLES:
Wl = 1/4" X 1-1/2" LONG WEEP SLOTS
AT 5" FROM EACH END AND 42" O.C.
W2 = 3/16" DIA. WEEP HOLES
AT 6", 6-1/2" AND 7" FROM EACH END
W3 = (6) 3/16" DIA. WEEP HOLES
AT 21 ", 21-1/2- & 22" FROM CENTER OF
THRESHOLD IN EACH DIRECTION.
Approved as complying v&tli lite
io I ridaBufldiv- Code
, G '
Dat5 JIJOAN�jp
1,10A� LLlr-J23b--05—
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BI :77
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N 70592
t 26 2018 X
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0 STATE OF drawing no.
Wl 7-10--
/10NA \\\\
"%I/lIfIII \\\ sheet 5 of 11
Ll
EDGE DIST.
PROPERLY SECURED
1BY WOOD BUCK
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
04 cn
2BY WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONC. OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
2" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
TYPE 'Al'- 1/4" DIA. ULTRACON BY 'El -CO' (Fu=177 KSI, Fy=155 KSI)
THRU 1 BY OR 2BY BUCKS INTO CONIC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
TYPE 'B'- #14 SIM (GRADE 2 CRS)
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
TYPE 'C'- 1/4" DIA.- HILTI KWIK-FLEX SELF DRILLING SCREWS (Fu=120 KSI, FY=90 KSI)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM AT HEAD: 1/4" THK. MIN. (6063-T5 MIN.)
ALUMINUM AT JAMBS: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE -PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
I INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 GROUT FILLED FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
EDGE
DIST.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
METAL
STRUCTURE
<
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-------- ----------
r------------------- I
I MIAMI-DADE COUNTY APPROVED
CLIPPED MULLION
SEE SEPARATE NOA
L
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
HEAD ANCHORS LOAD CAPACITY - PSF
ANCHOR TYPE
ANCHOR TYPE 'A'
ANCHOR TYPE 'Al'
ANCHOR TYPE 'B'
ANCHOR 'C'
MAXIMUM
PANEL WIDTH
INCHES
MAXIMUM
PANEL HEIGHT
INCHES
MAXIMUM
NUMBER OF
PANELS
ALLOWED
4 ANCHORS
AT MTG.
STELE ENDS
6 ANCHORS
AT NI'G.
STILE ENDS
4 ANCHORS
AT MTG.
STELE ENDS
6 ANCHORS
AT MTG.
STILE ENDS
4 ANCHORS
AT HTG.
STILE ENDS
6 ANCHORS
AT MTG.
STELE ENDS
4 ANCHORS
AT MTG.
STELE ENDS
ExT.
INT.
EXT.
INT.
EXT.
INT.
EXT.
INT.
EXT.
INT.
EXT.
INT.
EXT.
I
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24
28
32
36
40
84
1
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60.0
60.0
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60.0
60-0
60.0
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60.0
60.0
60.0
60.0
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60.0
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60.0
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54.8
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9
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1 60.0
57.3
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49.3
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28
32
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60.0
60.0
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60.0
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57.5
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59.6
60.0
51.1
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1 60.0
60.0
53.2
60.0
46.0
60.0
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24
28
32
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58.5
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49.6
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43.1
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24
28
32
36
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102
10
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60.0
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58.0
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55.1 1
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40.6
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24
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32
36
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60.0
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60.0
55.6
60.0
47.9
60.0
60.0
10
57.8
60.0 1
48.9
60.0
42.6
59.6
60.0
52.0
60.0 1
43.6
60.0
38.3 1
53.7
60.0
NOTES:
FOR DOOR CAPACITY SEE SHEETS 2 & 3
FOR ANCHOR CAPCITY SEE CHART ABOVE
LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY
CHART WILL APPLY TO�ENTIRE SYSTEM.
Approve. as camplying 1,dih
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�r-Rlr-O ZPUV tALUMINUM t3l-rULU UVUK kL.M.l.)
A
05.17.18
REV. PER RER COMMENTS
ECO WINDOW SYSTEMS, LLC.
502 NX 80th STREET
EDLEY, FL. 33166
T,EL. (305) 885-5299 FAX (305) 885-5902
_
8
AL—FAROOQ CORPORATION
a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
f
MIAMI, FLORIDA 33173 (C.A.N. 3538)
c
TEL. (305) 264-8100 FAX. (305) 262-697B
COMP-ANL\W I 7-103ECO
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E901
1
TOP TRACK
6063-T6
-
2
E902
1
STD. BOTTOM TRACK
6063-T6
-
2A
E903
1
LOW PROFILE BOTTOM TRACK
6063-T6
3
E904
2
FRAME JAMB
6063-T6
-
4
E907
2/ PANEL
PANEL TOP/BOTTOM RAIL
6063-T6
-
5
E908
2/ PANEL
PANEL STILE
6063-T6
-
6
E909
AS REQD.
PANEL ALIGNMENT CLIP
6063-T6
-
7
E910
AS REQD.
ASTRAGAL ADAPTER
6063-T6
-
a
E911
AS REQD.
JAMB ADAPTER
6063-T6
-
9
E913
AS REQD.
GLASS STOP (LAM. GLASS)
6063-T6
-
9A
E912
AS REQD.
GLASS STOP (INSUL. LAM. GLASS)
6063-T6
-
10
E905
AS REQD.
POCKET COVER
6063-T6
-
11
E915
AS REQD.
PANEL W'STRIP ADAPTER
6063-T6
-
11A
#10 X 3/4-
2/ PANEL
W'STRIP ADAPTER FASTENERS
ST. STEEL
AT 6" FROM EACH END
12
E613
AS REQD.
PANEL CLAMP WITH WASHER & NUT
6063-T6
-
13
E906
AS REQD.
BOTTOM TRACK LINER
POLYPROPYLENE
DUROMETER 62 SHORE D
14
E206
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB
15
AS REQD.
GLASS SPACER
SILICONE
FRANK LOWE RUBBER CO.
16
E914
AS REQD.
BULB W'STRIPPING
SOFT PVC
CENTRAL PLASTICS, DUROMETER 67±5 SHRE A
17
QW521
AS REQD.
COMPRESSION W'STRIPPING
Q-LON
-
18
W11323
AS REQD.
PILE W'STRIPPING
WOOL
ULTRAFAB
19
#10 X 2-
AS REOD.
FRAME ASSEMBLY FASTENERS
ST. STEEL
PH SMS
20
2/ PANEL
3/8" DIA. THREADED ROD
STEEL
-
21
#10 X 3/4-
AS REQD.
ADAPTER FASTENERS
ST. STEEL
AT 6" FROM ENDS & 24" O.C.
22
-
2/ LITE
SETTING BLOCKS
EPDM
DUROMETER 85±5 SHORE A
23
-
AS REQD.
FOUR POINT LOCK
INTERLOCK, USA
24
-
AS REQD.
TWO POINT LOCK
INTERLOCK, USA
25T, 25B, 25M
-
AS REQD.
PIVOT SET, SURFACE MOUNT
ST. STEEL
HENDERSON
26T. 268
-
AS RECID.
END HANGER SET, SURFACE MOUNT
ST. STEEL
HENDERSON
27T, 27B, 27M
I AS REQD.
I INTERMEDIATE HANGER SET, SURFACE MOUNT I
ST. STEEL 1HENDERSON
SEAIANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SMALL JOINT SEALER.
LOCKS:
AQTVE LEAF
4 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
WITH LEVER TYPE HANDLE AT 42" FROM BoTrom
KEY OPERATOR ON EXTERIOR AND THUMB TURN ON INTARIOR
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD
AND (1) AT BOTTOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8- CONCEALED
VERTICAL RODS
FASTENED TO ACTIVE LEAF LOCK STILE WITH
(2) 10-24 X 1-7/8- FH MACHINE SCREWS
INACTIVE L
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
WITH LEVER TYPE HANDLE AT 42" FROM BOTTOM
1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONCEALED
FASTENED TO STILES WITH
(2) 8-32 X 1-1/8" FH MACHINE SCREWS
STRIKE PLATE FOR 4 POINT LOCK:
SURFACE MOUNT METALLIC STRIKE PLATE AT 47" FROM BOTTOM
FACING LOCKING POINTS
FASTENED TO INACTIVE LEAF WITH
(8) #8 X 3/4" FH SELF DRILLING SCREWS
KEEPERS EOR THROW BOLT AT SILL:
SURFACE MOUNT ST. STEEL KEEPERS
EACH FASTENED TO FRAME SILL WITH
(2) #8 X 2- FH SMS
/,�ppr -Ig %th LIM
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4.073
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1.473
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2.132
---�.906 �-
FRAME JAMB
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1.828
PANEL ALIGNMENT CLIP
4.031
11
2.000
1.741
.078
TYR
4.625
�-2.000--�
PANEL TOP/BOTTOM RAIL
39
F.094
- 3.344
PANEL STILE
.062
693 130
.594 6 .703 .594 .703
.045 -875 L .875
GLAZING BEAD GLAZING BEAD
LAM. GLASS INSUL. LAM. GLASS
.696
.845 050 .932
14
JAMB COVER
.799
1.741
652 .777
T- ----T
.07Y4
.312
�-- 1.742 ---1
PANEL W'STRIP ADAPTER
---q .8111-
2.225
.525
� 1.186
ASTRAGAIL W'STRIP ADAPTER
-I - 375
T-
1.791
L-T* 125
8 PANEL CLAMP
BOTTOM TRACK LINER
RIGID PVC
.231
.091 ---� �-
DOOR JAMB ADAPTER
Approved as complyingwith the
Florida BLI11618 Code
Date I I 081=118
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TOP EIVO
ATTACHED WITH (6) #10 X 1" FH SELF DRILLJING SCREWS
TOP END HANGER
TOP INTERMEDIATE HANGER
ATTACHED WITH (7) #10 X 1" FH SELF DRILLING
SCREWS
u
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
C14
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HINGE WITH HANDLE
HINGE WITHOUT HANDLE
4-1/8- LONG 3 PIECE BUTT HINGE
ATTACHED WITH (7) #10 X 1" FH SELF DRILLING SCREWS
4 1/8- LONG 3 PIECE BUTT HINGE
ATTACHED WITH (7) #10 X 1- FH SELF DRILLING
SCREWS
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
u
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70592
Florida B ild* Cod
Datc I �Mul`
BOTTOM SLIDING HINGE
NOA#_j�r, WIA.
2A14
--deTro-duct Cmtftd
MMW Da
t 26,2018
1A 1. . 4
�, 0 M OF
drawing no.
BOTTOM EIVO
5-1/2" LONG HINGE
BY.
ZOR%0 C
\
?ONAL
W1 7-103
ATTACHED WITH (6) #10 X 1- FH SELF DRILLING SCREWS
BOTTOM END PIVOT
SEE ELEVS. FOR LOCATIONS
ATTACHED WITH (7) #10 X 1" M SELF DRILLING
SEE ELEVS. FOR LOCATIONS
SCREWS
\%\\\
111811111
(sheet 10 of 1 J1
SEE ELEVS. FOR LOCATIONS
-1
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�dd.: 11-15-17
(D
scale: 3/8" = 1"
D
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0
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[chk. by:
(revisions:
o
date
by
description
A
05.17.18
NO CHANGE THIS SHEET
:-'RIES 900 ALUMINUM BI-FOLD DOOR (L.M.I.) j AL-FAROOQ CORPORATION a
CO WINDOW SYSTEMS, LLC. ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
502 NX 80th STREET MIAMI, FLORIDA 33173 (C.A.N. 35,78) f
EDLEY, FL. 33166 TEL. (305) 264-8100 FAX. (305) 262-6978 C
L. (305) 885-5299 FAX (305) 885-5902 1_.
COMP-ANL\W17-103ECO
SHOP DRAWING REVIEW
William Arthur
a�rjitectlbuilder
(;I APPROVED W/O COMMENT
APPROVED AS NOTED
REJECTED
RESUBMIT
THIS REVIEW IS FOR GENERAL
CONFORMANCE NTH THE DESIGN
CONCEPT AND CONTRACT
DOCUMENTS.
Markings or comments shall not be construed as
relieving the CONTRACTOR from compliance with the
project, plans, and specifications nor departure
therefrom. The CONTRACTOR remains responsible for
ing
details and arcuracy, for confirm, and correlating �all
quantities I I' ob rondit" s a d dimensions, for selecting
fabrica r Ju ! of sam
tion process qor tiniques of assem
1
construction] af�) performing his w a safe
manner.