HomeMy WebLinkAboutNOA 3-9-20MIAMI-
OWN
DEPARTMENT OF REGULATORY
BOARD AND CODE ADMINISTRA�
NOTICE OF ACCEPTA
ECO Windows Systems, LLC
9114 N. W. 106' Street,
Medley, FL 33178
SCOPE:
This NOA is being issued under th
documentation submitted has been
be used in Miami -Dade County an
This NOA shall not be valid after
(In Miami -Dade County) and/or
product or material tested for qual
manner, the manufacturer will inc
wi
et or
suspend the use of such product or
if it is determined by Miami -Dad
ui
requirements of the applicable b 1,1,
This product is approved as describ
including the High Velocity Hurric
DESCRIPTION: Series 900 Alu
SuAtm�w
DIV
* ECONOr*flC RESOURCES (RER)
* DIVISION
CE (NDA)
MAR 0 9 2020
ST. Lucie CountY ermitting
=Lmt��
MMMI-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
applicable rules and regulations governing the use of construction materials, The
eviewed and accepted by Miami -Dade County RER -Product Control Section to
other areas where allowed by the Authority Having Jurisdiction (AHJ).
e expiration date stated below. The Miami -Dade County Product Control Section
e AHJ (in areas other than Miami -Dade County) reserve the right to have this
assurance purposes. If this product or material fails to perform in the accepted
the expense of such testing and the AHJ may immediately revoke, modify, or
aterial within their jurisdiction. RER reserves the right to revoke this acceptance,
County Product Control Section that this product or material fails to meet the
ing code.
d herein, and has been designed to comply with the Florida Building Code,
e Zone.
Bi-fold Door-L.M.L
APPROVAL DOCUMENT: Dra I - N W17-103 titled "Series 900 Bi- fold Door (L.M.L)", sheets 1 through I I
of 11, prepared by Al-Farooq Co--�-Mafigon,%ated 11/15/17, with revision "A" on 05/17/18, signed and sealed by Javad
Ahmad, P.E., bearing the Miami-Da4e County Product Control Approval stamp with the Notice of Acceptance number
and approval date by the Miami-Da0e County Product Control Section.
NUSSIELE IMPACT ]RATING: L
Limitations:
L
1 . See sheet 6 for max frame size
The max panel size not to excee
configuration per charts in sheet
� j ,
2. Std. Bottom Track (detail B/5) is
f
detail B1/5) is not approved or
pproved
LABELING: Each unit shall bear a
following statement: "Miami -Dade C1
RENEWAL of this NOA shall be co
in the applicable building code negati
TERMEIiATION of this NOA will c
materials, use, and/or manufacture of
for sales, advertising or any other puiq
of this NOA shall be cause for termin;
ADVERTISEMENT: The NOA nu
expiration date may be displayed in a(
in its entirety.
INSPECTION: A copy of this entire
shall be available for inspection at the
This NOA consists of this page 1 and
The submitted documentation was rev
and Small Missile Impact Resistant
?Line height x frame width) to arrange various out folding qualified configurations.
tested 40" wide and 105 1/4" high, nor max 108" tested frame height, in any
roved for water resistance limited to +60.0 PSF. Low Profile Bottom Track
er resistant unless complies w/ FBC requirements.
rianent label with the manufacturer's name or logo, city, state and series and
�y Product Control Approved", noted herein.
lered after a renewal application has been filed and there has been no change
, affecting the performance of this product.
ir after the expiration date or if there has been a revision or change in the
product or process. Misuse of this NOA as an endorsement of any product,
-s shall automatically terminate this NOA. Failure to comply with any section
n and removal of NOA.
-r preceded by the words Miami -Dade County, Florida, and followed by the
tising literature. If any portion of the NOA is displayed, then it shall be done
A shall be provided to the user by the manufacturer or its distributors and
site at the request of the Building Official.
ence page E-1, as well as approval document mentioned above.
-d by Sifang Zhao, P.E.
1/1 OeAolb
NOA No. 17-1218.13
Expiration Date: November 08, 2023
Approval Date: November 08, 2018
Page I
ECO Windows Systems, LLC
NO-1 E OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file referenced below).
2. Drawing No. Draw g No. W17-103 titled "Series 900 Bi- fold Door (L.M.I.)", sheets 1 through
I I of 11, prepared Al-Farooq Corporation, dated 11/15/17, signed and sealed by Javad
Ahmad, P.E. ly
B. TESTS
1. Test reports on: 1) 1 Infiltration Test, per FBC, TAS 202-94
2) 11"Iform Static Air Pressure Test, Loading per FBC TAS 202-94
3) — ater Resistance Test, per FBC, TAS 202-94 (See applicable bottom track)
4) i arge Missile Impact Test per FBC, TAS 201-94
5) yelic Wind Pressure Loading per FBC, TAS 203-94
6) orced Entry Test, per FB C 24113.2. 1, TAS 202-94
along with marked -up di awings and installation diagram of aluminum out folding Bi-fold doors,
prepared by Fenestratio Testing Lab, Inc., Test Report No. FTL-16056, dated 03/22/2017, signed
and sealed by Idalmis 0 ega, P. E.
C. CALCULATIONS
1. Anchor verification alculations and structural analysis, complying with FBC -2017 (6th Edition),
prepared by Al -Faro q Corporation, dated 08/31/17, signed and sealed by Javad Ahmad, P.E.
.j
2. Glazing complies wi ASTM E1300-09.
D. QUALITY ASSURANCE
I
1. Miami Dade Departi#ent of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFI�ATIONS
1. Notice of Acceptancel No. 17-1114.14 issued to Kuraray America, Inc. for "Trosifol: Ultra clear,
clear & color PVB glass interlayer" expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of co ormance FBC 2017 and letter of no financial interest, prepared by Al-
Farooq Corporation, rated 11/15/17, signed and sealed by Javad Ahmad, P.E.
2. Test proposal # 16-14 1 9 dated 12/22/2016 approved by RER.
3. Lab compliance as pni-f Of the above referenced test report.
G. OTHER
t. None.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1218.13
Expiration Date: November 08, 2023
Approval Date: November 08, 2018
E-1
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPA
SHUTTERS ARE NOT REQUIRED.
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 (E902) APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
DOORS WITH LOW PROFILE BOTTOM TRACK (E903) NOT APPROVED FOR
WATER RESISTANCE.
3/16" HEAT STREN'D. GLASS
.090" Interlayer
—Trosifol PVB
By 'kuraray America, Inc.'
3/16- HEAT STREWD. GLASS
SILICONE
I-DOWSIL 899
04
00� \ 11 W" 11 /
GLASS TYPE 'A'
x
MAR o 9 ?o2@
ST. Lucie County, Permitting
4 22
SETTING BLOCKS AT LAM. GLASS
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
GLAZING OPTIONS
3/16" TEMP. GLASS
V-3/8" AIR SPACE
3/16- HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
0
Ld
GLASS TYPE AV
NOTE:
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE' REQUIRED.
CARDINAL XL
EDGE SPACER
ST. STEEL
M T-1
2
SETTING BLOCKS AT INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
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SURFACE APPLIED
—FALSE-MUNTINS
MAY BE USED
31 5/8" 31 5/8- 31 5/8" M Li
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I I ()Pel n I ()Pr-1 n I ()P(l 12" MAX- < _0
39 9/16" MAX.
PANEL SIZE:
NOM. PANEL WIDTH = (DOOR FRAME WIDTH - 3.,375")/6
PANEL HEIGHT = DOOR FRAME HEIGHT - 3.750"
=LITE OPENINGS:
DLO WIDTH NOM. PANEL WIDTH - 7.875"
DLO HEIGHT PANEL HEIGHT - 9.250"
39 9/16-
PANEL WIDTH
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 E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
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HINGES HINGES
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240 3/4- (MAX.)
DOOR FRAME WIDTH
ANCHORS AT HEAD STILE ENDS
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CORNERS Typ. SEE CHART ON SHEET 6 12" MAX.
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39 9/16" MAX.
PANEL SIZE:
NOM. PANEL WIDTH = (DOOR FRAME WIDTH — 3.375")/6
PANEL HEIGHT = DOOR FRAME HEIGHT — 2.750"
DAYL[TE OPENINGS:
DLO WIDTH NOM. PANEL WIDTH — 7.875"
DLO HEIGHT PANEL HEIGHT — 8.750"
39 9/16"
PANEL WI
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ANCHORS TYPE A INTO CONC.
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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 ASTIVI El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
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AS PERMITTED BY FBC REQUIREMENTS
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.70592
Florida Building Ccdc
Date jav-& �__,
NOAN Jb,_a
t 26,2018 Of
STATE OF
haami Darje Product Controi
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05,17.18
NO CHANGE THIS SHEET
ERIES 900 ALUMINUM BI-FOLD DOOR (L.M.I.) AL-FAROOQ CORPORATION
'CO WINDOW SYSTEMS, LLC. ENGINEERS & PRODUCT DEVELOPMENT
502 NX 80th STREET 9360 SUNSET DRIVE, SUITE 220 f
MIAMI, FLORIDA 33173 (C.A.N. 3538)
EDLEY, FL. 33166 TEL. (305) 264-8100 FAX.(305)262-6978 C
L. (305) 885-5299 FAX (305) 885-5902 COMP—ANL\Wl 7-103
EDGE DIST.
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POURED & HARDENED
HIGH STRENGTH GROUT
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17 Vc = 5000 PSI MIN.
NOT BY ECO WINDOWS
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
LOAD BEARING
(SOLID SHIMS
q- OPTIONAL TO GROUT)
1-2 U)
-vTYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
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EDGE ST.
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LOW TRACK INSTALLATION
1/2"
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
STD. BOTTOM TRACK LOW PROFILE BOTTOM TRAC
APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE
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WEEPHOLES:
Wl = 1/4" X 1-1/2" LONG WEEP SLOTS
AT 5" FROM EACH END AND 42" O.C. 0
104 a:
W2 = 3/16" DIA. WEEP HOLES
0
AT 6", 6-1/2" AND 7" FROM EACH END L110
W3 = (6) 3/16" DIA. WEEP HOLES
AT 21 ", 21-1/2- & 22" FROM CENTER OF
THRESHOLD IN EACH DIRECTION. I
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N 70592 to
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Date pjcg�;Jlb
t 26,2018 Of
Man,91 D d �Rd ct Cant-d 0 STATE OF
6Q drawing no.
ZORION
........ W 17 - 103
"ImI1110 Fsh—eet5 of 1-t
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PROPERLY SECURED
1BY WOOD BUCK
A ... . A-.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
m X:
C-4 (n
2BY WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
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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
IYPE '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 'ELCO' (Fu=177 KSI, Fy=155 KSI)
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
TYPE 'B'- #14 SM (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 DISTANC
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vic = 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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I MIAMI-DADE COUNTY APPROVED I
CLIPPED MULLION
SEE SEPARATE NOA
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L- - - - - - - - - -
x
LLJ
�"� F_"Vmllulll.�
FOR SPACING
HEAD ANCHORS LOAD CAPACITY - PSF
ANCHOR TYPE
ANCHOR TYPE 'A'
ANCHOR E 'Al'
ANCHOR TYPE 'B'
ANCHOR 'C'
MAXIMUM
PANEL WIDTH
INCHES
MAXIMUM
PANEL HEIGHT
INCHES
MAXIMUM
NUMBER OF
PANELS
ALLOWED
4 ANCHORS
AT MTO,
SME ENDS
6 ANCHORS
AT MTG.
STELE ENDS
4 ANCHORS
AT MTG.
STELE ENDS
6 ANCHORS
AT MTG.
STILE ENDS
4 ANCHORS
AT MTG.
STELE ENDS
6 ANCHORS
AT MTG.
STUB ENDS
4 ANCHORS
ALT MTG.
STELE ENDS
EXT.
INT.
EXT.
INT.
EXT.
INT.
EXT.
INT.
EXT.
I INT_
EXT.
INT.
EXT.
INT.
24
28
32
36
40
84
1
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
1 60.0
54.8
60.0
60.0 1
9
60.0
60.0
57.3
60.0
49.3
60.0
60.0
24
28
32
36
40
90
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
57.5
60.0
60.0
10
60.0
60.0
59.6
60.0
51.1
60.0
60.0
9
60.0
60.0
53.2
60.0
46.0
60.0
60.0
24
28
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
32
36
40
96
10
60.0
60.0
60.0
60.0
53.9
60.0
60.0
10
60.0
60.0
55.6
60.0
47.9
60.0
60.0
9
58.5
60.0
49.6
60.0
43.1
60.0
60.0
24
28
32
36
40
102
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
58.0
60.0
60.0
10
60.0
60.0
59.1
60.0
50.7
60.0
60.0
10
60.0
60.0
52.0
60.0
45.1
60.0
60.0
9 1
55.1
60.0
46.4
60.0
40.6
56.8
60.0 1
24
28
32
36
40 1
108
10
60.0
60.0
60.0
60.0
60.0
60.0
60.0
10
60.0
60.0
60.0
60.0
54.8
60.0
60.0
10
60.0
60.0
55.6
60.0
47.9
60.0
60.0
10
57.8 1
60.0
48.9
60.0 1
42.6
59.6
60.0
9 1
52.0 1
60.0
43.6
60.0 1
38.3 i
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 complyfilS 1,,ilh
F��Hda uAdi -,a Code
Date J)
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05.17.18
REV. PER RER COMMENTS
LRIF-,) VVV MLUMINUPA ol—rVLU UUUM kLAAJ.)
iE'CO WINDOW SYSTEMS, LLC.
�502 NA 80th STREET
�l EDLEY, FL. 33166
T EL. (305) 885-5299 FAX (305) 885-5902
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AL-FAROOQ CORPORATIo14 a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220 f
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL. (305) 264-8100 FAX. (305) 262-6978 c
COMP—ANL\Wl 7-103ECO
ITEM #
PART #
REQD.
DESCRrPTION
MATERM1
MANF./SUPPLIER/REMARKS
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
E91 0
AS REQD.
ASTRAGAL ADAPTER
6063-T6
-
8
E911
AS REQD.
JAMB ADAPTER
6063-T6
-
9
E913
AS REQD.
GLASS STOP (LAM- GLASS)
6063-T6
-
9A
E912
AS REOD.
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.
CLAMP WITH WASHER & NUT
6063-T6
-
13
E906
AS REQD.
-PANEL
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
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-
18
W11323
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19
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PH SMS
20
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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, 258, 25M
-
AS REQD.
PIVOT SET, SURFACE MOUNT
ST. STEEL
HENDERSON
26T, 269
-
AS REQD.
END HANGER SET, SURFACE MOUNT
ST. ST EL
1HENDERSON
27T, 27B, 27M
AS REQD.
I INTERMEDIATE HANGER SET, SURFACE MOUNT
I ST. STEEL
1HENDERSON
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SMALL JOINT SEALER.
LOCKS:
ACTIVE LEAF
4 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
WITH LEVER TYPE HANDLE AT 42" FROM BOTTOM
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
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
WITH LEVER TYPE HANDLE AT 42" FROM BOTTOM
1/2" DIA. THROW BOLTS AT TOP AND eoTroM ENGAGING FRAME
HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONCEALED
VERTICAL RODS
(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 FOR THROW BOLT AT SILL:
SURFACE MOUNT ST. STEEL KEEPERS
EACH FASTENED TO FRAME SILL WITH
(2) #8 X 2- FH SMS
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TOP EIVO
TOP END HANGER
TOP INTERMEDIATE HANGER
ATFACHED WITH
L
ATTACHED WITH (6) #10 X 1- FH SELF DRILLING SCREWS
(7) #10 X 1" FIH SELF DRILLING SCREWS
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
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HINGE WITHOUT HANDL
4-1/8- LONG 3 PIECE BUTT HINGE
4-1/8" LONG 3 PIECE BuTr HINGE
ATTACHED WITH (7) #10 X 1" FH SELF DRILLING SCREWS
ATTACHED WITH (7) #10 X 1- FH SELF DRILLING SCREWS
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
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APProved-as ?ompilying-vith the
70592
c3l
Flonida.B ild Cod
Date L 1201
R's
BOTTOM SLIDING HINGE
NOZ
t -17d: ct catrCA
ml DscCe �,,dmt r
�-7
'n, t 26 2018
pQ I
nn TE OF
drawing no.
BOTTOM PIVOT
ATTACHED WITH (6) #10 X 1- FH SELF DRILLING SCREWS
BOTTOM END
PIVOT
5-1/2" LONG HINGE
ATrACHED WITH (7) #10 X 1- FH SELF DRILLING SCREWS
Fjy
YONAL
Wl 7-103
(sheet 10 of 1 1�
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
SEE ELEVS. FOR LOCATIONS
rrl
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=r :5 fdate: 11-15-1
scale: 3/8" = 1
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0
(chk. by:
'no
date
A
05.17.18
.0t.description
NO CHANGE THIS SHEET
�IES 900 ALUMINUM BI-FOLD DOOR AL-FAROOQ CORPORATION
'0 WINDOW SYSTEMS, LLC. ENGINEERS & PRODUCT DEVELOPMENT
32 NX 80th STREET 9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538) f
DLEY, FL. 33166 TEL (305) 264-8100 FAX. (305) 262-6978 c
(305) 885-5299 FAX (305) 885-5902
- COMP-ANL\Wl 7-103ECO
SHOP DRAWING REVIEW
Willi. m Arthur
a itect1builder
APPROVED W/O COMMENT
APPROVED AS NOTED
REJECTED
RESUBMIT
THIS REVIEW IS FOR GENERAL
CONFORMANCE WITH 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
details and accuracy, for confirming and correlating aill
quantities, job conditio and dimensions, for selectin
fabrication process or techniques of assern
construction, a d performing his a safe
manner.
By: _
Date: