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VOFFICEDF!'WEFL# FL18393SECRETARY
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Application Type New 74
Code Version 2014 I f
Application Status Approved
Comments
Archived CJ
Product Manufacturer AWP Windows and Doors, LLC/formeriyTrulite
Address/Phone/Email 8130 NW 74th Ave
Medley, FL 33166
(305) 887-2646
gberos@awpllc.com
Authorized Signature Gerardo Beros
gberos@awpllc.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahmad
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Jesus Gonzalez, P.E.
O Validation Checklist- Hardcopy Received
Certificate of Independence FL18393 RO COI SS -SGD-CI 2014.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app d 1.aspx7param=wGEVXQwtDgwosrHazGXQchVNE5AL5kHK3odgnOxj46fSPZUeghfCAp/o3d*/o3d 1/2
1/21/2016 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/28/2015
Date Validated 08/30/2015
Date Pending FBC Approval 09/07/2015
Date Approved 10/16/2015
Summary of Products
FL# Model,Number or Name Description
18393.1 Series "1900"Aluminum Sliding Large missile impact resistant aluminum sliding glass door.
Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18393 RO II SS - 1900 SGD(LMI)-W15-59.pdf
Approved for use outside HVHZ:Yes Verified By: Javad Ahmad PE# 70592
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +80/-120 Evaluation Reports
Other:See drawing W15-59 for span vs load combinations FL18393 RO AE SS - 1900 SGD (LMI)-PAE 2014.pdf
and installation details. Created by Independent Third Party: Yes
18393.2 Series "4000"Aluminum Sliding Non-impact impact resistant aluminum sliding glass door.
Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18393 RO II SS -4000 SGD (NI) -W15-61.pdf
Approved for use outside HVHZ:Yes Verified By: Javad Ahmad PE# 70592
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +55.3/-125.3 Evaluation Reports
Other: See drawing W15-61 for span vs load combinations FL18393 RO AE SS-4000 SGD (NI)-PAE 2014.pdf
and installation details. Created by Independent Third Party: Yes
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Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
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INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE Ll , I3'?w j�
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTIONDEVICES Irt4 `N ¢TIO m k'
COMPLYING WITH HVHZ REQUIREMENTS. 0
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET a4 7/9^ 44 7/e^ 2 TRACK 3 TRACK
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. FALSE MUNDN D.L.OPG. D.L.OPG. FRAME FRAME I .�
OPTIONAL 48.3/4' JAMB JAMB
48 1/2^ FIX. PANEL WIDTH I
SERIES 4000 ALUMINUM SLIDING GLASS DOOR MOV. PANEL WIDTH
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DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS
SHOWN ON SHEET 4. 7r- 2 TRACK FRAME SILL
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 TRACK FRAME.SILL MONOLITHIC GLASS
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(HVHZ). a INSULATING GLASS
1BY OR 2BY W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TYPICAL ELEVATION NON IMPACT o R'
TRANSFER LOADS TO THE STRUCTURE
XO �
A-THIS PRODUCT EVALUATION DOCUMENT(P.EDJ PREPARED BY THIS ENGINEER `O
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FL #18393 c j
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. O
ANCHORING OR'LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND I ANJ 1T 11 TIFF FYA o
NOT PART OF THIS APPROVAL INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION ��
FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED i
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ON THIS OocuNENr. .` 3'••••�1sF
DAYLITE OPENINGS WIDTHS: C-TMS PRODUCT EVALUATION.DOCUMENT WILL BE CONSIDERED INVALID IF
PANEL WIDTH - 2.635"
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED BY ANY MEANS. N0.70592
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT D-SITE SPECIFIC PROJECTS SHALLBE PREPARED BY A FLORIDA REGISTERED
DAYLITE OPENING HEIGHT- ENGINEER OR ARCHITECT wxrcx WILL BECOME THE ENGINEER OF RECORD(E.O.R.)
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER O
REQUIREMENTS OF THE FLORIDA BUILDING CODE. PANEL HEIGHT - 4.375" USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED %A0 r(`uV� drawing no.
MANUFACTURER'S LAENGINEER TO THE PXD.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE
BEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION PANEL HEIGHT DOOR FRAME HEIGHT - 1.250" SPECIFIC DRAWINGS FOR REVIEW. '�/l�.�pQ••��A®. (9�� W15-61
IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE E-THIS P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. ! hln111A�� sheet 1 of 13
96'
DOOR FRAME HEIGHT
94 3/4'
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� a I date: (!8_p4-15 SERIES 4000 ALUM SLD. GLASS DOOR (NL)j AL-FAROOQ CORPORA'SION yc no o e eson onNGINEERS&PRODUCT DEVELOPMENT
=mo: AWP WINDOWS AND DOORSLLC I1235S87 AVE130 N.W. 74TH AVE. 1AIwI,FLORIDA3317aMEDLEY, FL. 33166 TEL(305)29481oa FAX(3os)2628978
41 P e( TEL (305)887-2646 FAX(305) 883-1309 COMP-ANL\W75-61gWP
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S a 1—.-.----- no a e__y_ escn ion `------ `Y ENGINEERS&PRODUCT DEVELOPMENT
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a,.en HAMID MEDLEY, FL. 33166 TM-WS)264a1OO _ FAX(3ob)202 4 978
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DESIGN LOAD CAPACITY - PSE DESIGN LOAD CAPACITY-PSF �u a
XO OR OX DOORS ONLY SEE SHEETS 5 &0 FOR APPROVED CONFIG'S
MONOLITHIC GLASS INSULATING GLASS MONOLITHIC GLASS J ,n
WITHOUT REINF. WITH REINFORCING WITHOUT REINF. WITH REINFORCING INSULATING GLASS z m `�
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4 ANCHORS AT 4 ANCHORS AT 8 ANCHORS AT 4 ANCHORS AT 4 ANCHORS AT 8 ANCHORS AT p y O F W
PANEL YADTH DOOR HOOHf MIG.SIDE ENDS MTG.STILE ENDS HTG.STDG ENDS HTG.STILE ENDS MG.SIDE ENDS HTC.SLUE ENDS NOMINAL DOOR HEIGHT HTG.SNLE ENDS
NOUN& INDIES EXT. INCHES INCHES EXi.(+) INT.(-) Q 2 Q.
INai6 EXT.(+) INT.(-) FD(T.(+) INT.(-) EXT.(+),INT.(-) ENT.(+) INT.(-) EXT.(+) INT.(-) EEL.(+) INT.(-) �.O o 0
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30 46.0 80.9 55.3 81-5 55.3 1 104E 46.0 81.0 53.3 i 81.5 53.3 93.8 30 46.0 80.9 a E 1Xc
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46 46,0 57.1 55.3 57.5 55.3 74.0 46.0 57,2 53.3 57.5 53.3 66.2 4fi.0 57.1 Q w ei
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30 46.0 65.8 55.3 65.3 55.3 85.3 46.0 65.9 53.3 65.3 53.3 76.3 46.0 65.8 VJ1 i
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n CHART ABOVE APPLIES TO ALL DOOR CONFIGURATIONS
STEEL REINF, SHOWN ON SHEETS 5 AND 6 (I.E. X0, XX, OXX, OXXO ETC.
FULL LENGTH Z<(O
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SEE CHARTS ABOVE FOR CAPACITY.
DOORS WITH 2'SILL HEIGHTS NOT APPROVED FOR WATER RESISTANCE i
SEE SHEET 7 FOR DETAILS
0
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3/16'•TEMPERED GLASS -
3/16'TEMPERED GLASS 1/4'AIR SPACE m
3/16'TEMPERED GLASS NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
SILICONE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o Eft r. z m OOW CORNING 1199 AND FLORIDA BUILDING COMMISSION •�
in GE SILGLAZE SCS2800 `
N DECLARATORY STATEMENT DCA05-DEC-219
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DOOR HEIGHT AND WIDTH SIZE MUST COMPLY MONOLITHIC GLASS INSULATING GLASS ��i�•• F[o11tnM' �� W15-61
EGRESS REQUIREMENTS PER FBC AS APPLICABLE.
GLAZING OPTIONS FL #18393 Illlllttttt sheet 4 of 13
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.a E 1235 S.W.87 PRODUCT DEVELOPMENT
• e��:- AWP WINDOWS AND DOORS, LLC t'
N (n EE 1235 S.WRI AVE
p � dr.hy: HANID 8130 N.W. 74TH AVE. Mwm6 FLORIDA 33174
.� MEDLEY, FL. 33166 TEL(305)2048100 FAX(306)2026978 �I
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Q, date: Oe-24-19
m p no a[„e ����� ascnp ion-� ENGINEERS Ot PRODUCT DEVELOPMENT
AWP WINDOWS AND DOORS, LLC 1235&W.87AVE
8130 N.W. 74TH AVE. MIAMI,FLORIDA 33174 C
► dr.by: HAMIo MEDLEY, FL. 33166 TEL.(306)294 AW FA).(306)2626978
W o ank Ey; TEL (305)887-2646 FA%(305)863-1309 ^� COMP—ANL W15-61AWP
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS METAL \ OR2BY`HOOD BUCK �v a
SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING STRUCTURE WOOD RUCTURE
NOTE BELOW)
' NOTE BUCK / , EDGESEENOTE BELOW EDGE DIST: pigT, EDGE I I1 7/8" I1 'a DIST. zEDGEDIST. TMP''
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,I II 1-1/2'X 2'X 1/8"X 1'LONG 1�4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) S
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INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a Ui
It �� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 9 1�
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THRU 1BY BUCKS INTO CONC. OR MASONRY
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AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a 1W ,
W i I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) <op
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I
i INTO METAL STRUCTURES
h h I 2 TRACK SILL STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
! XX OPTION ONLY ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
3"WIDE CLIP.125 THICK ALUM (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2
II n 7 I 1 CLIP PER EACH FIXED PANEL 0 ! II I
4 'I 'f LOCATED ON THE CENTER �I It
I (2)6 10 X 1/2 SMS EACH WAY I i' it TYPICAL EDGE D15TANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
J 41 a 1 INTO WOOD STRUCTURE = 1" MIN.
c� INTO METAL STRUCTURE = 3/4" MIN.
10 0 =o'-^ C O c v
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118 o F o WOOD AT HEAD OR JAMBS SG 0.55 MIN.
`oJ 39 a N a 28 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. °c
= rn n a C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. 0
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ns HIGH STRENGTH GROUT 3/4'X 7/18"X 1/8' c
' 2'MIN. "W2 = ALUM ANGLE ,d0.70592
Yc 5000 PSI MIN.
au W7 ei NOT BY AWP
(2) PER 2-1/2'LONG g c
^a MUST TRANSFER SHEAR FI%.PANEL
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' I " e LOADS TO STRUCTURE (AT OX/XO W/STEEL RDNF.ONLY)
I �� •. ST ��e� �draWC-ing no�
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TYPICAL ANCHORS IN PAIRS Mrs .•G` ` W15-61
SEE ELEV.FOR SPACING `� TRACK DOOR DETAILS FL #18393 �i�i��AL1 � sheet 7 oi13
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OO AS REDD REINFORCINC O SEE ELEVH FOR PICAL ANCORS(
PARS
PANEL WIDTH SPACING O ��
SEE SHEET 4
36 RETICULATED.FOAM FOR CAPACITY 1/4"SHIM 1/4"MAX. Z
1/4• 2-1/2•X 7/8' #10 X 3/4'SMS SHIM O F-
PILE PADS AT AT 5'FROM ENDS MAX.
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IN PAIRS
SEE ELEV. GE SILICONE SEALANT M r
FOR SPACING BETWEEN LOCK& ¢
1/4' O O O ASTRAGAL STILES Oo Z 3� m
MAX. PANEL WIDTH 3-1/2'X 5/8"RETICULATED FOAM BLOCK `r 3 Z o
SHIM AT BOTTOM OF ASTRAGAL N O�
a10 X 3/4'SMS �.�_�� w 3 M
AT 5'FROM ENDS `T
AND 1wp J
6"O.C. MAX. D.L.OPG. \ 17 29 vWi a a0
44 0
Zh
....... .....,. .. ... ..... . ... .:
........ ::. .................... 45 0
E3. 3 0
EXTERIOR 1/2 X 1/2 X 3/16'
ALUM ANGLE 4'LONG
10 SMS 3/CUP AT TOP& BOTTOM
D.L. OPG. �1p1�11 llllf fff' -
����Y`...�.. Y •u
STRUCTURE j10 SPAS 2 X 2 X 1/8' 3'X-1-1/2' UG�BF••
PANEL WIDTH ALUM EACH WAY ALUM CUP 1'LONG RETICULATED FOAM BLOCK
.E7r.
AT SILL ONLY AT TOP& BOTTOM OF ASTRAGAL - Mo.70592 -
DOOR FRAME WIDTH
��Q•'•, srlL LIF F(yy drawing no.
0 RIO
2 TRACK DOOR DETAILS FL #18393����',I'lilAIII,%%� sheet 8 0173
_ L ANCHORS IN PMETAL
SEE �,al
TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING
TYPICAL ANCHORS IN PAIRS STRUCTURE I a
1BY W00D BUCK SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
SEE NOTE BELOWl�
.EDGE OIST. I 1 'EDGEDISi,' EDGE 01ST. �r
1 7/B" °• '"a "a ° O F cry �
EDGE _ MIN: EDGE DIST. CONGREfI: d.° f.ZW ,roy �
a 'TYP. _ °a _ Q 2
COryCRETE.- ° d a �°.O o o
"IN F
I N N O 9 m U
0
__ _______ _____ 2BY WOOD BUCK
1 G ) I) = rr—-----------------—------—- OR O a Q
0 C3
F.B.C.APPROVED I I WOOD
MULLION& ON ANCHORS i; (SEE NOTE STRUCTURE
Al II SEE SEPARATE APPROVAL II Q W LL
4A 40 ; EDGE DIST.i i ED ST. I -D GE m I 1
L
___ __ I-------- I_ _____ I; a W
_ __ _JJ
q
II II I, I [n v
II tl 7
I II II I f \N pIJ m
t� II I TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS o m
SEE ELEV.FOR SPACING In
SEE ELEV.FOR SPACING O
TYPICAL ANCHORS: SEE ELEV.FOR SPACING ov
1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY AWP ISI 8
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, ULTRACON BY 'ELCO' (FU=177 KSI,FY-155 KSI) S ¢!
AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �NI z o a
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) '�'tn�M n
THRU 1BY BUCKS INTO CONC. OR MASONRY I 0^u- m
1-3/8" MIN. EMBED INTO CONCRETE (HEAD) o z 3
o o a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
n 0 i n n i DIRECTLY INTO CONC. OR MASONRY 3
w
J
C. 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ¢00
M
EW 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
li j. I I
W _ Ili II t 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) `
Iii i� q I II! INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") I I
INTO METAL STRUCTURES I
ii STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o
I WIDE CLIP.125 THICK ALUM
t CUP PER EACH FIXED PANEL ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) _
j I 1 LOCATED ON THE CENTER (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
I II I I, (2)R 10 X 1"SMS EACH WAY y
d u f TYPICAL EDGETYPICAL EDGE DI�ANCE
I I I 11 41 I 8
D 3 INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN. o d
B� 11 INTO METAL STRUCTURE = 3/4" MIN. y
- >
3S "' WOOD AT HEAD OR JAMBS SG = 0.55 IN m 0
e / LLED BLOCK AT JAMBS f m = 2000 PSI
a CONCRETE AT HEAD, SILL OR JAMBS f•e = 3000 PSI MIN.
C-90 HOUL MI 1111111 11j' n ^
... ..... .......�.. ...... .... •1
a" POURED&HARDENED 'P•vGErasF••• % o �_
W1 ° 1'3 4 �d HIGH STRENGTH GROUT
MIN... .�W2 •• no.70592 a '•
a °W2 Ye =5000 PSI MIN.
W2 .1-3/4'
NOT BY AWP
MUST TRANSFER SHEAR •� ^ - m ' u
SHIMS LOADS T0.STRUCTURE
OPTIONAL %O Tt/L: Browing no.
•F(. .
TYPICAL ANCHORS IN PAIRS •••'•..••.•''• G���
SEE ELEV. FOR SPACING 3 TRACK DOOR DETAILS FL #18393 ���si® IA1�1 ��� sheet g of 13
1/4' MAX. MOV.PANEL WIDTH TYPICAL ANCHORS IN PAIRS 3
SHIMS O SEE ELEV.FOR SPACING q
E 1 G 39 O RETICULATED FOAM O E 1
X14% 1-1/4'SMS 1-1/2'%7/8'PILE PADS AT m 3
13 AT 5'FROM ENDS 17 29 J 15A TOP&BO OM OF INTERLOCKS 1/4'MAX. O /J
AND 16'O.C. MAX, 43 37 SHIMS
0
W O O V
- 31A
41-- .............. 15 1�Y r
00
24 31 19 _ Qm3� 6
•• O SILL
�n a FXX
40 • O
EXTERIOR I o tri
2
a O
X 1/8' #10 X 3/4' 2 O.L. OPG. O
(3) X10 SMS INTO WOODALUM ANGLE 4'LONG SELF DRILLING SCREWS o O w
3/16'X 1-1/4'ULTRACON AT TOP & BOTTOM 2 EACH WAY Z Q
1BY N f0
INTO CONC. FIX. PANEL WIDTH WOOD BUCK ? =r1
~M
aoiO^J ^
p LL m
DOOR WIDTH o l z 3
C1 H1 ' :2 d
METAL N
O W
STRUCTURE 1/4'MAX. 38
SHIMS 1/4'MAX
I�-
43 292,
977 � I SHIM
�/
o 38 S 2
W
N
�\ 37T 11 29 OO NI I
wo3
35
c d
4 0
�c I
0
vi ` W!:....Y7�_ice : •e c
� � x
u ei fes.70M a
p 8T; OF :'ly: Browing no.
TYPICAL ANCHORS IN PAIRS i �'•.FZORIOP,:G\� W15-61
sE I ALLLVANFOR�SP N PARS SEE ELEV.FOR SPACING 3 TRACK DOOR DETAILS FL #183 3 S�o At11�1`1�11` sheet 10 of 13
.125- r f 1 d
061 TLP.
5.436 I^ 3.750 � � lba`/
I
062 N
3I- .062 TYP. 2.000 2.000 zF-T---T j
1.186 .937 1.186 .062 N I�
II I II I .437 I� .a37IL
4�-1.157�4�--1.625-^IF 1.625-�1 i--1.157 1.625 -720�- T %572-moi -� 0 W
4.009 a
`J
,:1 FRAME HEAD (3 TRACK) 9 FRAME HEAD (2 TRACK) r� FRAME SILL (3 TRACK) FRAME SILL (2 TRACK) 0 t a
YE-320 YE-304 X11 YE-375 11 YE-374 0� ehj I
D W' o
--j.596�•- �j.596r 2.062.062
I--2.062 0 aQ4 t,9p
IG 062 I Ofi2 0 tN�A m y
.062
TYP. I .062 TYP. TYP TYP .093-
093 1.000 LL W td LL o
2.21 B 2218 1.546 1.54i>� 0 ,374--i 3.000
2
A L jl- .656 .656 .052
I II I II FIXED PANEL STILE FIXED PANEL STILE ,q37
-d .875 B75 4- YE-02 311/ YE-324 FIXED PANEL CLIP
(MONOLITH3
31 IC GLASS) (INSUL GLASS) 14 YE-377 �I
PANEL TOP RAIL PANEL TOP RAI^-4
I .009
L 00
(1 YE-307 YE-317 Q ^
LJ(MONOLITHIC GLASS) cn
(INSUL GLOSS) y )Z I 0 n
.968 FRAME SILL (2 TRACK) N o0
�j .875 875 YE-374-A
-TF1591
- .J75 1.343 .B75 1.374 0 D
.656 .657 -{- .078 .078 .062 1.446 4.029 N j Q¢ m
IIII�r�u,.,u���'
2.460 l�l .062 2.460 062 -15fi I -156 I 125 ¢ O^M n
TYP. TP. U 1-829---II 15A1 1.688--•-II 2000 o Z
LPANEL HEAW INTERLOCK STILE PANEL HEAW INTERLOCK STILE v O z
YE-325 YE-359 32 ASTRAGAL rn 3 O n
I (MONOLITHIC GLASS) (INSUL GLASS) YE-355 1 M W
FI F•-.999-�I 30A --i 1.0001.656-•�{ p-1.656-�{ a -J
FIXED PANEL BOT70M RAIL FIXED PANEL BOTTOM RAIL
I I I
YE-379 YE-315 n� FRAME SILL
(MONOLITHIC GLASS) (INSUL GLASS) •125 -.062 NP. .125 .062 TYP. V YE-373
-y .882 875 p-
I 6 I I 6 � Ig5
4A292- 0
5 .65
- 2 �
o
3.625 3.625
2.218 062 2.218 .062 2,7112 2.782 .125 at
' Tom- .375 .850 2.000 H 3.000 m
�I as
MOVING PANEL 80TTOM RAIL MOVING PANEL BOTTOM RAIL 125 1+1.156 •115 33 Ll
'>
YE-306 YE-316 FRAME SILL
(MONOLITHIC GLASS INSUL GLASS) PANEL ASTRAGAL STILE PANEL ASTRAGAL STILE PANEL HEAW LOCKING STILE ----- __�
2.195--{ �2.195� 77 MONOUTH C4 GL SS ilA YE 345
YE-380 YE-373-A , /' r l
( ) (INSUL GLASS) (MONOLITHIC GLASS) �� / II`
.188 1 .500 :` 1a�N8E•••• ��
.375 1.000 .375 1.000 HARDNESS o 7515 SHORE A I I o
TENSILE STRENGTH (BREAK)- 1900 PSI '-" _ :• N0.70692
ELONGATION AT BREAK=380% 1.000 ®
%�:
'T,P .650 082 .65U SPECIFIC GRAVITY= 1.39 .675 I :�0'•, y.T �� -••�� drawing no.'
TYP. 3_
MOVING PANEL STILE MOVING PANEL STILE GASKET ��Lr�•'••••••�•'' C � W1`J-61
2g YE-301 2gA YE-322 rl YH-4007 •18BI 4B REINFORCING BAR FL #18393
(MONOLITHIC GLASS) MONOLITHIC GLASS) .J SCAE Lt 4 L LN1 sheet 11 of 13
' I
ITEM NO.PART NUMBER DESCRIPTION MATERM/REMARKS -^1 .811 F- �U
1 YE-320 FRAME HEAD (3 TRACK) ALUMINUM(6063-T5) T 811 m
1A YE-304 FRAME HEAD(2 TRACK) ALUMINUM(6063-175) 719 u1
2 YH-4004 FIN SEAL W'STRIPPING(.187"X .250) ULTRAFAB —�' —( Z r '+
3 YH-4002 TOP SLIDE GUIDE NYLON 6/6 SECURITY PLASTICS INC. 657 Q
r
4 YE-307 PANEL TOP RAIL(MONOLITHIC GLASS) ALUMINUM(6063-T5) .062 TYP. !�
4A YE-317 PANEL TOP'RAIL(INSUL GLASS) ALUMINUM (6063-T5) •062 1 S a o
7 YH-4007 VINYL GASKET FOR 3/16"GLASS MELTPOINT PLASTICS INC.(TEKNOR APEX) 1.625 `" V
8 YE-306 MOVING PANEL BOTTOM RAIL(MONOLITHIC GLASS) ALUMINUM(6063-T5) 5.436 3.312 3.625
BA YE-316 MOVING PANEL BOTTOM RAIL(INSUL GLASS)
9 YF-27A BOTTOM RAIL ASSY.SCREW 10-32 X 7/8"PH.MACH,SCREW q
10 YH-4031 ROLLER ASSEMBLY ALUM HOUSING WITH STEEL WHEEL 1 095 0 0
11 YE-375 FRAME SILL(3 TRACK) ALUMINUM (6063-T5) r G W
11A YE-374 FRAME SILL(2 TRACK) ALUMINUM (6063-T5) KIm
p a
_ 11MYE-374-A FRAME SILL(2 TRACK) ALUMINUM (6063-T5) LE1.157 562 LL Z yjcqg o
11B YE-373 FRAME SILL(2 TRACK) ALUMINUM(6063-T5).� 0 2. s
11BB YE-373-A FRAME SILL(2 TRACK) ALUMINUM(6063-T5) 13 `3A Q H0
12 YH-4005 ROLLING PANEL SILL W'STRIPPING SCHLEGEL SK1004-510 OR EOUTV. FRAME JAMB (3 TRACK) FRAME JAMB (2 TRACK) C �
13 YE-321 FRAME JAMB(3 TRACK) ALUMINUM(6063-T5)T YE-321 YE-303
13A YE-303 FRAME JAMB (2 TRACK) ALUMINUM(6063-TS) Z I n
14 YE-377 FIXED PANEL CUP(TYPE A) ALUMINUM(6063-T5) �� J
15 YE-325 PANEL HEAVY INTERLOCK STILE(MONOLITHIC GLASS) ALUMINUM(6063-T5)
15A YE-359 PANEL HEAVY INTERLOCK STILE(INSUL GLASS) ALUMINUM(6063-T5) N
nI0 n
17 YE-344 PANEL HEAVY ASTRAGAL STILE(MONOLITHIC GLASS) ALUMINUM(6063-T5) 0 �-
17AYE-345 PANEL HEAVY ASTRAGAL STILE(INSUL GLASS) ALUMINUM(6063-T5) I 0
18 YH-25 ASTRAGAL ASSY SCREW 08 X 1/2'P.H.SMS 9 00Z
19 YH-4010 FIXED END STILE WEATHERSTRIPPING CUSTOM PLASTICS 042-1 (VINYL)
22 _SCREEN OPTIONAL
23 YH-4053 MOVING PANEL SILL&TRACK CUP(TYPE B) ALUMINUM(1/2"X1-1/29(3/16'X4'LONG) 0 r J m
24 YH-4034 BRACKET TYPE'B' ALUMINUM (29(29(1/89(1"LONG) o C3 LL m
27 YH-4055 FIXED PANEL UPPER CUP (TYPE C) ALUMINUM (2"X2"X1/89X1"LONG) Z
28 YH-4054 CENTRAL FIXED PANEL CLIP(TYPE D) ALUMINUM(29(7/89(1/8"X3'LONG) w. drOj �-
29 YE-301 PANEL LOCKING STILE(MONOLITHIC GLASS) ALUMINUM (6063-T5) w Q��
29A YE-322 PANEL LOCKING STILE(INSUL GLASS) ALUMINUM (6063-T5) --------
30 YE-379 FIXED PANEL BOTTOM RAIL(MONOLITHIC GLASS) ALUMINUM (6063-T5)
30A YE-315 FIXED PANEL BOTTOM RAIL(INSUL GLASS) ALUMINUM (6063-T5) WEEPHOLES•
31 YE-302 FIXED END STILE(MONOLITHIC GLASS) ALUMINUM (6063-T5) W1 - 1/8" X 1/2" LONG WEEP NOTCH AT 9-3/4" FROM
31A YE-324 FIXED END STILE(INSUL GLASS) ALUMINUM (6063-T5) EACH END AND 10" O.C.
33 YE-355 ASTRAGAL STILE ALUMINUM (6063-T5) o
34 YE-380 PANEL HEAVY LOCKING STILE ALUMINUM(6063-T5) W2 = 1/8" X 1/2" LONG WEEP NOTCH AT 12-3/4" FROM
W
35 YH-4003 KEEPER CAST(ZAMAK) EACH END AND 10" O.C. SII
36 YH-4016 EXT.CONCEALED HANDLE CAST(ZAMAK) d,
37 YH-4017 INT.CONCEALED HANDLE W/KEY LOCK CAST(ZAMAK) LOCKS: _
38 YH-4022 DOOR HANDLE CAST(ZAMAK) AND
MOUNT METALIC HOOK LOCK WITH A CONCEALED HANDLE ON EXTERIOR AND INTERIOR
AND A SURFACE MOUNT METALLIC HANDLE ON THE INTERIOR AT 41-5/16' FROM BOTTOM vl
39 YH-6006 FIN SEAL W'STRIPPING ULTRAFA13 (.115'X.50") FASTENED TO LOCK STILE WITH (2) ®10 X 1"OH MACHINE SCREWS a
40 YF-2 80T./TOP FIXED&TOP MOV. PANEL ASSY.SCREWS 810% 1"PH SMS SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2"FROM BOTTOM •>
41 YF-17 BOT. MOV. PANEL ASSY./ADJ.WHEEL SCREW $10-24 X 7/8'PH MS FASTENED WITH (3) #12 X 1-3/8"FH SMS c_
42 YF-10 FRAME ASSY.SCREWS #8 X 1"PH SMS X
43 YF-18 KEEPER ASSY.SCREWS #10 X 3/8"TH SMS \\11sj 1^11111 AAAA7j n _ j
44 YF-67SS HANDLE ASSY.SCREWS f8-32 X 2"FH SS. MS
45 YF-68SS CLOSED END HANDLE BINDING POST ST.STEEL(.200'X 3/4' $
46 YH-4013 INTERLOCK/ASTRAGAL.TOP&BOTTOM PAD ULTRAFAB(13/16"X 11/16"X 1-1/27_ = R'0.70592 �' •• _ a
47 - _ SETTING BLOCKS AT 1/4 POINTS EPOM.DUROMETER 80±5 SHORE A
48 YH-4019 REINFORCING BAR STEEL ASTM A36
��''•, OF _•4y� drawing no.
111210 W15-61
W15-61
FL #18393 ''SSiioi���i1�;1\ sheet 12 of 13
n
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all
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revisions:
a; ofi-za-Js SERIES 4000 ALUM SLD. GLASS DOOR (N.I.) AL-FAROOQ CORPORATION
escri ion
AWP WINDOWS AND DOORS, LLC ENGINEERS d PRODUCT DEVELOPMENT
scab:( y m (•
(Jl 12355.W,87AVE
8130 N.W. 74TH AVE. MIAMI,FLORIDA33174 c
MEDLEY, FL. 33166 TEL.(aofi)26aa1oo FAX(308)2828978
rn
W P chk hy: TEL(305)887-2646 FAX(305)863-1309
COMP-ANL\W15-61AWP