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Product Aepr-QyA Menu > Produrt or AODliation Search > A�yllca[ion List> Application Detail
FL #
FL29462
Application Type
New
Code Version
2017
Application Status
Approved
Comments
Archived p
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtlndustries.com
Authorized Signature Jens Rosowski
jmsowski@pgtindustries.com
Technical Representative
Lynn Miller, P.E.
Address/Phone/Email
1070 Technology Dr
N Venice, FL 34275
(941)486-0100 Ext 21142
lmiller@pgtindustries.com
REVIEWED FOR
Quality Assurance Representative
Address/Phone/Email
CODE COMPLIANCE
ST° LUCIE COUNTY
Category
Exterior Doors
Subcategory
Sliding Exterior Door AssembllBOCjC
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 the A. Lynn Miller, P.E.
Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 02/19/2023
Validated By Steven M. Urich, PE
Z Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL29462 RO COI Cart of Independence odf
Standard
TAS-202
Year
1994
FILE COPY
hftps:/Avww.floridabuilding.org/prlpr_app_ U.aspx?param=wGEVXQwtDgvTnWPlazlv9FtDu6HSOvK7sEO3nYpQOxo08Q8UPksc8A%3da/a3d 1/2
1/28/2020
Product Approval Method
Florida Building Code Online
Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
04/18/2019
04/18/2019
04/30/2019
06/18/2019
FL #
Model, Number or Name
Description
29462.1
SGD-4025A
Non -Impact, Aluminum Sliding Glass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL29462 RO 11 SGD-4025A.pdf
Approved for use outside HVHZ: Yes
Verified By: A. Lynn Miller, P.E. PE-58705
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
FL29462 RO AE En g Eval SGD-4025A.odf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing Information.
Belch Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1824
The State of Florida Is an AA/EEO employer. Co vriaht 2007-2013 state of Florida.:: Privacy Statement :: AccessibllM 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
mail to this entity. Instead, contact the office by phone or by traditional mall. 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 emaits
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 dick here .
Product Approval Accepts:
® ®eplxk M
TRICSSCGli}
III
https:llwww.foridabuilding.org/pripr_app_f.aspx?param=wGEVXQwtDgvTnWPlazlv9FtDu6H5OvK7s
EO3nYpQOxoOBQBUPksc8Aa/a3da/a3d 212
SERIES 4025A, NON -IMPACT RESISTANT
SLIDING GLASS DOOR
1. GLAZING OPTIONS:
1. 3116' TEMPERED GLASS.
2.114. TEMPERED GLASS.
3. 5/8- INSULATED GLASS (I.G.); (2) UTES OF 3/16" TEMPERED GLASS WITH A 114"AIR
SPACE.
2. CONFIGURATIONS: SEE SHEET 3.
3. DESIGN PRESSURES: SEE TABLES 14 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E
1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES
ASTM E 1300.
C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY.
D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION
FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE
5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DARE COUNTY AND
WHERE IMPACT RESISTANCE IS REQUIRED.
6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT
SEALANT.
7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, FTL-3117, FTL3596, FnA273, FTL4275,
FTL-4277, FTL4278, FTL-4280, FTL4285, FTL-4341, FTL-5095 AND FTL W8217.
>ELCO ULTRACON AND CRETEFLEX NOA'S
>ANSVAF&PA NOS FOR WOOD CONSTRUCTION
>ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
GLAZING DETAILS............
1
DESIGN PRESSURES.......
2
CONFIGURATIONS...........
3
ELEVATIONS .....................
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS............
5.6
'X" &'O"CUP INSTALL...
7
ANCHORAGE. ...................
8.9
EXTRUSIONS ....................
10-11
PARTS LIST .......................
12
TABLE 1A
Anchor
Group
Anchor Type
Frame
Substrate
Min. Edge
Min. O.C.
Min.
Embedment or
r
Distance
Distance
Motel Thickness
_
1/4' 410 SS EICo
Head / SIII
1'
1.88/"
1.318'
CreteFlex®
P-twok
Southern Pine (SG - 0.55)
1-
t•
13/8'
-Jamb
1' _
1.504•
13/8'
A
_
#12 Steel SMS
Head! Sill.
Southern Pine (SG = 0.55) /
i'
L687'
1-3/8' 1 //8'_
PbK
-
1'
13/8" /1/8'
(Gr. S)
6063-TS Aluminum
1'
1.594'
13/8' / 1/8'
114• Elco
Head! Sill
COrClate (MiM 2.85 ksi)_
1574
1687•
1314`
B
UltmConS
P-0aok
Concrete (min 2.85 ks0
1-1/4'
4"
1-3/8"
Jamb
Hollow Black (ASTM C90I
2-1lZ
1.59 r
1-1/4'
1/4' 410 SS EIcO
Head/ Sill
Concrete (min. 3,35 ksi)
2-1/Z
1.687'
1314"
C
CreteFlexO
P-h0ok
Conclate (min. 3.35 ksi)
1-1l4' 13"
/-T4"
Jamb 1
H011OW Black (ASTM C90)
2-1/7 1
1.594'
1-1/4"
1)ALL0.HEADTWESAREAPPLICABLE
2) MINa THREADS 9EYON0 METP1 SUBSRNTE.
O
3/16' T
DE]IGNPRESSUREMMNG
mPAC RATING
SEETPBLES 1,tfl]ON
SHEET]
NOTRATEOFORMISSILE
IMPACT RESISTANCE
BITE
4004' T
130
NOM. 50 I.G.
1/4" AIR SPACE
31W GLASS BITE
3/16'M0N0LITHIC GLASS 114'M0N0LITHIC GLASS
GLASS TYPE GLASSTYPE2
n>k a,s,er
ALUMINUM SLIDING GLASS DOOR NON -IMPACT AGK
NOTES, GLAZING DETAILS& TABLE OF CONTENTS 14/12/19
ORIGINAL ISSUE
s� an+arn
SGD4025A 9'=1'-0' 1s,s aP 12 SGD4025A
3/16'Tw
3/16' T
SS BITE
115
StW I.G. GLASS
GLASSTYPE3
�Ja
Nam TECHNOLOGY ORNE
N. VFHICE,R3lTr5
(NI)4B61Se0
N0.58705
COMPARATIVE ANALYSIS: TABLE 1.
>EXTENDED SILL, 21IT HIGH
>SINGLOSINILEINIERLOCK
.NO REINFORCEMENT (SEE SECTIONS ON SHEET 6)
GLASS TYPES'
1. 311T TEMPERED
2.114•TEMPERED
3. W TEMPERED I.G. (3I16T. IMSPACE, U16M
NOM.
N
- DOOR HEIGHT
PANEL
WIDTH
S
O
eo' (6)
04' (7)
90• (7)
98' (9°)
1,2
+S50
1 438.8
+650
-70.0
+64.6
b A
+60.0
w.0
24' (2)
3
.650
-107.1
+65.0
410.0
.65.0
.73.8
rS50
b ,S
1,2
r D
A27
r564
58.4
+53S
53.S
+49.6
49.8
30'(25
3
+65.0
-89.6
_+65.0
E S
r81.4
E1.4
ISIS
56.9
1,2
+65D
-M.3
+5D9
w.9
+46.7
1'
+4&1
"GI
3V(3)
3
+65.0
-M.3
.582
56.2
+5].3
53.3
+49.2
49,2
1,2
r65.0
4i5.1
+457
�45.7
+41,7
d1,7
nX4
- 4
4Y(3°)
3
.0.0
-70.5
+522
322
+47.7
47.7
+QS
4.9
1.2
+60.0
w00
+42.0
420
+36.2
38.2
+35.0
35.0
46'tbq
3
r65.0
41&0
•48.0
i .0
+43.8
N.6
+40.0
10b
COMPARATIVE ANALYSIS:
TABLE 2
>EILTETDED SILL 211P HIGH
>SINGLEMINGLEINTERLOCK
>FULL RBNFORCEMENT (SEE SECRONS ON SHEET 5)
GLASSTYPES:
1. WIV TEMPERED
1: 114• TEMPERED
3. W TEMPERED I.G. (3'167.114•SPACE,TI6-0
DOOR HEIGHT
87 (61
m' (7')
oraew(�2,
+65.0
-11.9
W A
-IM.0
+55.0
A23
+ D
4i5T
2
r650
V
416.E.650
-63.5+65.0
-76.8
� .0
-71.1
2
+65.0
-77.4
+fi50
-TL7
+&5.0
E7 7'
+61.5
411.5
,2,
+85.0
85.6
+85.0
- 5.3
+WS
S96
+54.9
4AS
,2,
+SD.D
w.0
+50.0
30.0
+SDO
w.0
+W.0
50.0
INTERIOR
EXTERIOR
SINGLEBINGLE INTERLOCK
NO REINFORCEMENT
INTERIOR
EXTERIOR
REINFORCED
COMPARATIVE ANALYSIS: TABLES
>E)TENDED SILL, 2 V2' HIGH
>SINGLEDIOUBLEINTERIACK(OHISIDE)
>FULL REINFORCEMENT (SEE SECTIONS ON SHEEP 5)
GLASS TYPES'
2 V4•TEMPERED
& Y6•TEMPERED I.G. (NIS6 . V4'SPACE, Y16M
NOW
PANEL
y
DOOR HEIGHT
S
WIDTH
O
SO 0)
S4'(M
I 9V(m
w(S)
2
+BS.D
AVA
r65.0
-120.0
+55.0
AIDS
+650
-1029
3
+65.0
AWD
+55.0
A D0
+65.0
-12DD
+650
-111.4
2
+650
-1052
+55.0
-100.2
+W.0
-92.2
+66.0
A5.3
3
+W..0
-11&2
+65.0
AWS
♦65.0
-99.S
+65.0
624
2
+&5.0
S 9'.
+65.0
E1J
+ D
w.0
+65D
-73,9
38 m
3
+850
-IDDS
+550
A S
.65.0
ffi7
+ D
w,0
2
W5.0
-7&4
+65p
-7&4
+650
.71.6
+&5.0
E56
OISO
4N.9'
+65.0
AK9
+65.0
-M.5
+ X
-71.3
(�
z
43
wD.o
w.D
+fio.o
w.o
+so.o
w.a
+sD.a
w.D
3
+650
455.G
+65.0
4 .0
+650
a,O
+65D
E50
pU+
& 2
OS.
SN
ESS.
SF)
55.0
M.3
EE
TE2
FIG 1:
INTERIOR
EXTERIOR
SINGLEIDOUBLE INTERLOCK
REINFORCED
DOORASSEMBLIES
INSTALLED WHERE THE
OVERHANG (OH) LENGTH IS
EQUAL TO OR GREATER THAN
THE OVERHANG HEIGHT IS
EXEMPTED FROM WATER
INFILTRATION RESISTANCE.
OH LENGTH t OH HEIGHT
NOTES:
,e„
�
'
'��:'VCENSfi
1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 210HIGH
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT
AGK
SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1314'SILL
NEGATIVE PRESSURES ARE UNCHANGED
- No. SB7f15
DESIGN PRESSURES
4112119
:
2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED OR
'• t`
Rr46F'RIF01@
1W07ECIOlOLOGYDRIVE
OVERHANG IS PER FIG I, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS"'
N.vENIGE, R.34ns
r73
�0'.• STATEOF (V
THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES I THROUGH 3 FOR THE
ORIGINAL ISSUE
-sre
_
(9N)48D150G
i�(L�s'1.�IORIOP •(2�C,
RESPECTIVE SIZE
'�is�ONALtE�.s•
sow
D..LCN,
wF
rmYonTn om'r°,c
SGD-0SGD- 025A
S'=1'-0'
2 n 12
0
DEFT. OF AIRH. t29288
A. LYNN MILLER, P.E. PEl56lD1
CODE PANELTYPES
A
Locl¢nLE
H.
B
WMWK IRNiERLOCrc
MERLOCK
aMAM
C
nx
D
LOCKSnLE 0.K7F MK
E
INTEB OCK I RN.
.LJ INtERLOCK
F
H. H.
IMERLocrc IN(HILOCK
DWom
G
-MCK IE
IxrERLocK
H
RIH EHLOLK ILRFnLCCK
IG1—yI
OB OUULOCK
I
I-1
IMERWCK
J
Loc16n1E �
sr"A51 GL
K
LH � LCCKSIIIE
OCK
INTERLOCK
y'/sF &D
L
M
i HH L.K
�� I—L��-�-I
N
A�ST'IRMaR91O.
IJ I IMEALOCK
OCImM
P
IMEHLOCK E
CODE
PANELTYPES
R
FAm
N
LOCKSIIIE
IHiEXLOCK
S
/C.TS"iMG4
LOCKSIILE
T
R�Ei E�RrS
FRm
LOfltilttE
u
s
ocKsn E
V
LOCI w ��
LOCKSTLE
W
DOUBLE F-L�'--I
MIJUOCK
SlµpgRp
ICLJ'_IL
/,yTRACfL
Y
FIXED
LOCKSTIE
90081E
IKFERLOCK
Z
LCGK m LOLKSTIIE
YR
IHtEOCK
�GI I�
I1GII�—III
C1�.�1
LOCICiiILE
GR
IwHIFA�LCCK
C
LOCKSIILE
LR
Asm�E
FIiLOCK
°OUNrea E
WR
I
w�s"1NN
DS
IG1—I—I
IMOCK 1�1
IHNFERLOCK
SD
'IMERLm
IM LOCK
48' NOM. MAX. PANEL WIDTH —Jr
PXXo
E
44 3116' MAX DAYLIGHT OPENING FOR 48" NOMINAL, ALL CONFIGURATIONS
W MAX.
X.
o HT.
a
MA
HI
8' NUM. MAX. PANEL WIDTH
_
Oxo
39" MAX.
TYP. HT.
L 1
XP or DX
DLO
HT.
L
DLO
!� WIDTH
48' NOM. MAX PANEL WIDTH -I -
OxXODrXXXX
96.
MAX:
HT.
III
1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT4W NOMINAL
11 III
IJ_j
JI
II
ICI II
I�
`
WIDTH PANELTYPES IS 44 3116".
48' NOM. MAX.
PANEL WIDTH
I --(
48' NOM. MAX PANEL WIDTH-------�I
2. MAX DLO HEIGHT= 911/4'
OX"XO
oXXXO or OXXXo
-
Juu nl/yi
INCLUDE BY-PASS,POCKS ANDANY
3. COMBINATIONTHEREOF
COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND
SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT
AGK
K
���.VOENyF;11�C�
f ..FPS
SHOWN ON
UP OF THE APPROVED FRAME COMPONENTS
oKwwc
No, 58705 -
'•
SHEET 9 OF THIS DOCUMENT.
*'
PANEL TYPES & EXAMPLE ELEVATIONS
4112119
V
EXAMPLE MAXIMUM CONFIGURATIONS
A EIGHT PANELS ON FOUR TRACKS (CENTER MEET)
RMYK -
,�;
,y�
1oioTECHNOLWYDRrv6
'N.VENIf�FLolZis
�.1 :• y I2.I1 �=
o •.
ORIGINAL ISSUE
•
§7 OF�
���F`1'.`?ORIDP;'•w���
B. FIVE PANELS ON FIVE TRACKS (BY-PASS)
(9L11�onim
e'v1e'L
�
N.c
°`wO�
P"'®�
�''SS��NALIE�i���
TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
DOOR PANELS MAY BE USED FOR SCREENS.
SGD-4025A
V4' 1'-0'
3 6 12
p
CERT.OFAO nMO
&LYNNMTLUiR.P.E.. PEA58M5
DETAIL-B DETAIL-D DETAIL-F
ANCHORAGE INTO METAL ANCHORAGE INTO WOOD CONCRETEANCHOR ANCHORAGE INTO CONCRETE
APPLICABLE TO HEAD OR JAMBS 1/6 AL. MIN. 1'MIN.ED. - 2X WOOD (SEETABLEIA) _ MIN. E.D., SEE TABLE IA MIN. EMBEDMENT,
-- 6063-TS 1 11116' (SEE NOTE 2)
�:. -- SEE TABLE IA
MIN. OF O.C. _
sl THREADS WOOD ANCHOR 111/16'
III
BEYOND i (SEE TABLE 1A) O.C.
71. METAL I3/6'MIN. I \
SUBSTRATE. EMBEDMENT -`.�I� 1/q^MAX. SHIM 1/4'MAX. SHIM
iF125MS D I'�I 1x WOOD BUCK ��
(SEE NOTE 2)
INT.
NOTE: REM 74,
INTERIOR SILL IS
NOTAPPROVED
e
WHERE WATER
INFILTRATION IS
REQUIRED.
8
77 96
MAX
HEIGHT
74 WOODANCHOR
(SEE TABLE IA)
DETAIL -A
INTERIOR SILL
w
V
91 1/4'
MAX. DLO
CONCRETEANCHOR
(SEE TABLE 1A)
IW MAX
_l F (SEE NOTE4)�
�111-111EEM
1
21I r (SEE NOTE 4)
NOTES
1. SEE TABLE IA FOR ANCHOR TYPES, MINIMUM EDGE DISTANCES, �� MIN.EMBEDMENT,
MINIMUM EMBEDMENT, MINIMUM O.C. SPACING AND MINIMUM METAL - 13/6'MIN. EMBEDMENT SEE TABLE IA
THICKNESS.
2. WOOD BUCKS DEPICTED IN THE SECTIONSONTHIS PAGEAS 1xARE
'BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I IR'. WOOD BUCKS 1. MIN. ED.. 2x WOOD MIN. E.D., SEE TABLE to
DEPICTED AS 2x ARE i 1/2'THICK OR GREATER . ., INSTALLATION TO THE (SEE NOTE 2) 111116'O.C.
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 1 11116' O.C.
APPROVED BY AUTHORITY HAVING JURISDICTION. IX WOOD BUCKS ARE DETAIL-C NOTE: DETAIL-E
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR STANDARD SILL EXTENDED SILL
CMU. ANCHORAGE INTO WOOD MAX. DP W/ 1 3W
3. FOR ATTACHMENTTO ALUMINUM: THE ALUMINUM STRUCTURAL SILL =+35.3 PSF ANCHORAGE INTO CONCRETE
_ Ulunq
MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE DOOR
FRAME SEE TABLE IA FOR ADDITIONAL REQUIREMENTS �m� `�,ON..••.. N�Jj ��•
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT AGK
4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT '�.�'�ICENSE •., (� //:
REQUIRED. IF USED, NONSHRINK.NON-METALLIC GROUT(3350 PSI
MIN.). (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH *j No. 56705
OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER VERTICAL SECTIONS WITH ANCHORAGE 4112119
SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELTPAPER
2M1v Iw. q: qx pYc IDiq TEQINOLOGY DPNE
OR ASMASTIC APPROVED BY
BETWEEN THE HAVING
JURISDICTION.
SUBSTRATE, NVFMCE,RJ12i5
OR AS APPROVED BY THE AUTHORITY HAVNG JURISDICTION. ORIGINAL ISSUE (9pi44D1600 '��,p `.-. FT EOF r(V�
srva,e mwa,.e u.wv� Av. PmCOv�sis�rc , �S`YO `G G
SGD4025A 6'=1'-0' 4 av 12 SGD4025A 0 'u�'^'"F'sE°`>n Itill
NAI.II?5�
CE .OFAIRH.MM ALYNN MRLER.PP. PXAMM
1 NB° MIN. EMBEDMENT
2x IN
BUCK
\� (SEE NOTE 2)
\ WOODANCHOR
1 ED.
\ \\ "- I I (SEE TABLE 1A)
(EXTERIOR)
SCALE: 7 - 1'-0'
SINGLE/SINGLE INTERLOCK EXAMPLE
FOR DESIGN PRESSURES:
'WITH REINFORCEMENT. SEE TABLE 2. WITHOUT REINFORCEMENT SEE TABLE 1
46' 2C. OR 721
1 31V MIN. EMBEDMENT
ORf0f WOOD ANCHOR
(SEE TABLE IA)
X ORO OMf01
4
INTERIOR
(ALL SECTIONS)
EXTERIOR
I"MIN. E.D.
6 OR8—
(SILL) u
i
USED ONLY WITH 1.594
106 OR 6• FIXED PANEL O.
SECT. I -I 78 �
SECT. H-H LOCKSTILEATASTRAGAL
SECTION G-G MOVABLE SINGLE/SINGLE INTERLOCK (EXTERIOR) 73 I
P-HOOK ANCHORAGE INTO WOOD r
76 AND O 6 OR �� SECT. K-K ZX WOOD
- LOCKSTILE AT JAM I { y (SEENOTE2)
ANCHORAGE INTO WOOD
O O /i
NOTES 1/4' MAX SHIM
_ % w' �glunq�
7. SEE TABLE 1A FOR ANCHOR TYPES, MINIMUM EDGE DISTANCES, O O
MINIMUM EMBEDMENT, MINIMUM O.C. SPACING AND MINIMUM METAL O i•` >a �� ��� ON N ��i
ALUMINUM SLIDING GLASS DOOR NON -IMPACT ASK .� 'C�•''• �� '�
THICKNESS. �% L10EN:'•-(��
2. W0OD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGEAS I%ARE �� X o� _- - os Q;i •, 1jt
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN i 12'. WOOD BUCKS No. 58705
DEPICTED AS 2x ARE 112° THICK OR GREATER INSTALLATION TO THE % HORIZONTAL SECTIONS, TABLES I-2 4112H9
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB _ F Iq �^
APPROVED BY AUTHORITY HAVING JURISDICTION. IX WOOD BUCKS q6�" w..D: Rn.WC 1oro TEavroLODYORrvE _P (�j
SECT. J-J ' O Su1E OF
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE ORIGINALISSUE N'�R' �T
OR CMU. FIXED TO MOVABLE (Bt1)4861800 ilCs':`,�ORIOP,:'
SINGLEMINGLE INTERLOCK S 0. �a 12 D4@6A 0 %•,,S�GNA�'gNG�
CEWOFAUD1.W W I&LYNN MILLER,AE. P.E054ro5
INTERIOR
(ALL SECTIONS)
EXTERIOR
SCALE: 3' = V-0-
MIN. EMBEDMENT �. 1x WOOD BUCK
SEE tE.D..-
L
(SEE NOTE 2, SHEET 5) NOTES
GONC. ANCHOR SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT SEE NOTES I-3 ON SHEET4
(SEE TABLE IA) SEE TABLE 3 FOR DESIGN PRESSURES
MINSEE T
1111 \ 24''OR �fZi MIN. EMBEDMENT,
- 6 OR f06 SEE TABLE IA
46
46 OR IM' MAX SHIM I--
f0f
45
X
- XORO X OR O f R f07 `
X (EXTERIOR)
k
O OR f06 X \ X _ �p11188U�(C3�T
(SILL) }
1 594
11
USED ONLY WITH"•`'
O.C.
OOR 134 SECT. N-N
FIXED PANEL, O.78
...••
SECT. M-M LOCKSTILE AT ASTRAGAL
MUBIll811{;y
SECT. L-L MOVABLE SINGLEl000BLE INTERLOCK
(EXTERIOR)
P-HOOK ANCHORAGE INTO CONCRETE
-
CONCRETE -
MIN E.D.,
I_
ANCHOR
SEE TABLE IA
(SEE TABLE IA) -
- 118 AL. MIN.
MIN.OF3THREADS
106 6 6063-T5
BEYOND METAL
1x WOOD BUCK
,
OR
_ 46 I
SUBSTRATE
(SEE NOTE 2, SHEET 5) SECT. P-P
1
/<72 SMS
LOCKSTILEATJAMB
<i\
ANCHORAGE INTO CMU
11Y lYA, +
MIN. E.D.
+4
ww,er
. ��
O
JN V-V
FIXED TO MOVABL SISINGLE/DOUBLE INTERLOCK
"
DETAIL -O ( EXTERIOR)
P-HOOK ANCHORAGE INTO METAL
ALUMINUM SLIDING GLASS DOOR, NON4MPACT
AGK
\ \�'lJW
- * No. 58705
��:. -
%AO,�\, ATE�P
� (� •'•.F+ORIDA;
''��SS��NALIE1
HORIZONTAL SECTIONS, TABLE 3
4/12/19
ro+nre
ORIGINAL ISSUE
xner
vsamtt
10T0 TEGPlOL00YURNE
R. VENICE Ft 31zI6
(Btt)480.1800
5 5A
'-0'
6 cw 12
v5G 025A
0
uPOiv�,rs:m�mm
(2) FIXED PANEL BRACKETS INSTALLED
ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB
(1) FIXED PANEL CUP (TOP) INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
y"\T\ INSTALL W/#10>d' SMS (4)
�' 76 - `—RE-INSTALL #10x 3/4'
PANEL SCREWS (2)
- 78 63 ur
1 77
INSTALLWI 32, INSTALL WI#10x1' SMS(4)
#10x1'
SMS (2) / ` RE -INSTALL 114-20
nOn f ' • PANEL SCREW (1)
\\ (1) FIXED PANEL CLIP (BOTTOM) INSTALLED
.� ON EACH FIXED PANEL AT THE INTERLOCK POSITION
1 I TO ATTACH FIXED PANEL TO FRAME SILL
"X"II i
�\ I "Xn u FIXED PANELS
(1) TRACK CLIP ASSEMBLY INSTALLED "+
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
ITS RESPECTIVE SILL TRACK
OPERABLE PANELS
ALUMINUM SLIDING GLASS DOOR NON -IMPACT
AGK
: (N:'t6ENSF
�?
; *. t NO. 59705
m
TRACK S FIXED CUPS INSTALLATION
4/12119
—
RMb[
Rs.Bx
R.[OY
lmomapwLpprDr
gip';
ORIGINAL ISSUE
NVIww•�3ens
�0•
,�., s7ATE,pF
(Bll)48618W
i_ eC�-•-:F[nc�nA _
SGDA025A N.T.S. 7 w 12 p "'L"'�"'>" '� `r4nn p,"
CERT OFAURI /4928fi ALYMI MILLER PE PEO Sm0.4
MINIMUM ANCHOR QUANTITIES - TABLE 4.
OF TABLE REF. >
TABLE I.
TABLE 2.
1 TABLE 3.
GLASS TYPE
1,30R3
1.2 OR
20R3
INTERLOCK 8 >
SSN (SEE NOTE
2)
53R (SEE NOTE
2)
SDR (SEE NOTE
2)
REINFORCEMENT
ANCHOR GROUP
HEAD &
SILL
CLUSTER
JAMB
P-HOOK
I
HEAD &
SILL
CLUSTER
JAMB
P-HOOK
HEAD &
SILL
CLUSTER
JAMB
P-HOOK
PANEL UNIT
WIDTH x HT.
A�BIC
I
A
B'C
A
BIC
A
B
C
A�BIC
A BIG
A
B
C
AB
C
A'B
C
24 OOD x
C8
84.000
C6 6
C4
8
8( 8
4
4 1 4
C6
6
6
8
18
8
4 1 5
4
6
C6
8 8
10
5
5
5
90.000
6 6
C4
8
1 8 1 8
4
4 j 4
C6
6
C6
8
1 8
8
4'1-5
4
6
6
C6
8 1 8
10
5
5
5
96.000
6161C4
8
8 1 8
4
4 1 4
C6
6
6
8
1 81
8
4 1.5
4
6
6
6
6 1 8
10
5
5
5
30.000 x 80.000
6I6
6
8
1 8 8
5
5 1 4
C6
C6
6
8
8
8
5 1 5
4
6
6
C6
8 110
10
6
5
5
84.000
90.000
616'C4
6I6Ci
U
8
8181
8 8
B
4
4
4 4
4, _4
C6
6
6
6
8
B
8
B
8
B
5I.5
51 5
4
4
C8
6
6
8 10
8 10
10
70
6
6
8
B
5
5
98.000
6 6
C4
0
8 8
4
4 1 4
C6
6
8
8
8
5 1. 5
4
6
6
C6
8 110
10
6
8
5
36.000 x S0."
61616
8
1 8 8
5
15 1 5
C6
6
6
01
8
1 8
51 5
1 5
6
6
C6
10110
10
6
6
5
84.000
6 61C4
8
8 8
4
1 4 4
C6
8
8
8
5 5
5
6
10110
10
6
8
5
90.000
6 C6
C4
8
8 8
4
4 4
C6
6
6
8
8
8
5 5
5
6
6
C6
10 10
10
6
fi
5
86.000
6 S
C4
8
8 I S
4
4 4
C6
6
C6
-8
8
8
5 51
4
6
6
C6
70110
10
6
6
5'
42.000 x 80.000
6
C4
8
I 8 1 8
5fil,
61
8
8
8
5 5
4
6
6
6
10110
10
6
6
5
84.000
G G
8
8 6
4
C6
Ca
8
8
8
5 5
5
6
6
6
10 10
10
690.000
G G
C4
88
8
4
CB
6
C4
8
8
8
5 5
5
6
1011095.OD0
G
C4
8
8 8
.4
C6
6
8
8
8
1 5
1 5
6
CS
CB
10110
10
8
8
8
48.000 X 80.000
C6
C4
8
8 8
5
5 1 5
04
G4
8
8
8
4 1 4
4
6
6
C4
8 8
8
5
5
5
64.000
C4
!C�4
C4
8
8 8
4
4 4
C4
G
8
8
8
4 5
4
6
C4
B B
10
5
5
5
90000
C4
C4
8
8 1 8
4
4 4
6
6
8
8
8
5 5
5
CS
6
C4
10 1096.000C4�C4
B
B i 8
4
41 4
C6
6
C4
8
18
8
5 5
1 5
6
C6
10 10
W
6
6
6
INTERMEDIATE HEAD/SILL ANCHORS,TYP.,
(2) ANCHORS PER LOCATION (2-TRACKS),
SEE SHEET 9 FOR 3 & 4 TRACKS l
2W MAX. O.C.
2 ANCHORS
AT EACH
LOCATION,
(2-TRACK);
3 ANCHORS
AT EACH
LOCATION,
(3-TRACK);
4ANCHORS
AT EACH
LOCATION,
(4-TRACp
6" MAX �1
48" NOM.
—.-I
4T NOM:.
r 48' NOW.
48' NOM.
EXAMPLEUSES0
cYi 0
ANCHOR
B JAMB
O
O O
LOCATION,
`
ANCHORS
w
w w
TYR. (1) .
—
TOTAL. SEE
i i
PER AT
2W
SHEET FOR
�i K
P-HOOK
MAX.
ADDITIONAL
O
O O
O.C.
TRACK
�j
APPLICATIONS
O O
O
j efi
¢1
0
i
MA
a
a
I
4-- 6' MAX
225/16'MAX OC
L
TYR TYR . .
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE
2-TRACKS, CONCRETE SUBSTRATE a HEAD, SILL 8
P-HOOK CMU SUBSTRATE Q JAMB
1 11/16' MII
O.C. TYR
18'
8' MAX.
ORASTR
ANCHOR LOCATION TYP.
(4) ANCHOR CLUSTER-C4
16' MAX
6' MAX.
ANCHOR LOCATION TYP.
(B)ANCNORCLUSTER-C6
ANCHOR LOCATION TYP.
(B)ANCHORCLUSTER-6
C I ALUMINUM SLIDING GLASS DOOR NON -IMPACT I AGK
HEAD/SILL CLUSTER LOCATION TYP.
SEE C4, C6 OR C8 CLUSTER DETAILS ORIGINALISSUE
B QUANTITIES 14/12/19
SGD-4025A I3'=7'-0' 18 x 12 1 SGD4025A I 0
NOTES:
1. GLASS TYPES:
1 -3/i6' TEMPERED
2-1/4'TEMPERED
3 -5/8' TEMPERED I.G
2. TABLE ABBREVIATIONS:
SSN - SINGLE/SINGLE WITH NO REINF. AT
INTERLOCK 8 ASTRAGAL, (SHEEP 5)
SSR - SINGLE/SINGLE WITH FULL REINF. AT
INTERLOCK 8 ASTRAGAL, (SHEET 5)
SDR- SINGLEIDOUBLE WITH FULL REINF.
AT INTERLOCK 8 ASTRAGAL, (SHEET 6)
3. ANCHOR QUANTITIES BASED ON THE
FOLLOWING SPACING:
JAMBS AND P-HOOKS SPACING -6' MAX
FROM CORNERS AND 28' MAX O.C.
HEAD AND SILL SPACING- 6' MAX FROM
CORNERS AND 22 5/16' MAX. O.C.
4. INSTALL PER ANCHOR OUANTITIES OF
TABLE 4, USING THE DIMENSIONAL
CRITERIA OF NOTE 3. HEAD AND SILL
THEIR RESPECTIVE TRACK SECTIONS. SEE
SHEET 9 FOR POTENTIAL ANCHOR
LOCATIONS WITHIN HEAD, SILLAND JAMB
TRACKSECTIONS.
N. VENICE FL 94215
(911)�90.1404
u
` 'C�;' 1JCENSF
�,: No, 58705
1.69
MIN. O.C.^'�
7
' 6
ANCHOR LOCATION, TYP.
5
4
3
2
2
3
4
5
6
1.59
MIN.
O.C.
JAMB INTERIOR
7 6
JAMB EXTERIOR
(5 - TRACK HEAD & SILL SHOWN)
212
216 21-1
O a //ef}/2f4
EXAMPLE MULTI -PART EXTERIOR FRAME
212 IS -TRACK HEAD 6 SILL SHOWN)
r. ri
21B 211
7a
2f5 217-
NOTES ON POTENTIAL ANCHOR LOCATIONS:
1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4.
SHEET 8. APPLIES AS THE MINIMUM REQUIREMENT FOR ALL
TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN
TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL
AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN
THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER
DIMENSIONS FOR ANCHORS ARE 1.69-AT HEAD AND SILL AND
1.59' FOR JAMBS.
2.EMBEDMENTAND EDGE DISTANCES SHOWN FOR 2TRACK
HEAD/SILL INTERIOR FRAMES ON SHEETS 4-6 ARE ALSO APPLICABLE TOALL MULTI-
TRACKSECTIONS.
� a..�ar
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT AGK
FRAME, POTENTIAL ANCHOR LOCATIONS 4/12/19
ORIGINAL ISSUE
SGD4025A IW=1'4r 19 w 12 1 SGD4025A
]R
No.5B7D5. r
.890 I`--1
.890 1'-
7--j
i
7.375
7T---
-062
1.37511n nJl
+-I
�r45001-
7.038 1
111 I.G. TOP RAIL
MAIL: 6063.T5
O MONO TOP RAIL
71
MATL:6083-TS
7.036
08
2.438
L
-�I .690 ♦~
2
49t�f
.062
2.438
2.310
093
7.618
134 I.G. DOUBLE INTERLOCK
2.562
1.575
L2.845 +1_890-i u- ,125-`
8I.G.BOTTOMRAIL 15 MOSNNO•BOTTOM L
8 .(5 I.G. ASTRAGAL
.500
T6K
OREINFORCEMENT
-1500-
1.250j
: SOLI
46
REINFORCEMENT
NOTE ITEMS 45 AND 45 LENGTH = PANEL HT. -4IW
2.370 01-1 062
n .060 500
2.310
093
7.618
OMONO DOUBLE INTERLOCK
2.562
1.675
2.845
125
2L4 MONO ASTRAGAL
O O
O O'
�- 1.750 1.000 �-�-
2.000 O
125 !_
O FIXED PANEL CLIP, BOTTOM
MATL: 6061-T6
I~ 2.437
- .062 1.032
8
I.G. LOCKSTILE
1.032
062
OMONO LOCK STILE r
2.310
'0L1..-. 3.624
II
1.4
1.00
-
' 687RP. '062
ANCHOR
HOLES
'I.G. INTERLOCK
8
77, 2-TRACKHEAD
2.310
`_1�--- 3.5M
452 062
.687
O MONO INTERLOCK 1.694 REF.
ANCHOR HOLES
IS2-TRACK JAMB
1.687 REF.
AN
-(
HOLES r i
II I 1.750
I-� 4.676 1�
--� 1.0DO F--
125 1- 750
L
FIXED PANEL CLIP, TOP
is MArL:6061-T6
r I .550 - 1-
1.0110 j50 �+-- T-1
860OPTIONAL SCREENHOOKSTRIP RAIL, POCKET 50
69 MATL 6063-T5 MATL 6063-TS
2.500
225 HI -RISE TRACK ADAPTER I+
MAIL: 6063-T5 _
062
,72- 2-TRACK EXTERIOR SILL
NOTE: ALL MATERIAL IS 6063-T6 UNLESS OTHERWISE NOTED
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT
EXTRUSIONS
O HI-RISETRACKADAPTER ORIGINAL ISSUE
MATL-6063-T5 +
1.687 REF.
ANCHOR
HOLES r
r�2 I
1 .562
{� 3.788 .J�
74 2-TRACK INTERIOR SILL
3L
ASK
Pr'
No. 587os,
4112119
spry.
pRp�
1MOTEGOIOLOGTO(UVE
�0... SAS •(V`
N. VENICE FLOI276
.,n
SGD4025A 16'=1'-17' 110 0 12 1 SGD4025A
L 5.218
1.oa0I. I.750
F osz
O3-TRACK HEAD
062
687
5.094
O3-TRACKJAMB
ADDED FRAME COMPONENTS
l Fes— 4.018 1
.9150�1750
.062--�I�—.
2/1 ADD -ON TRACK HEAD
062
; 93.187 —��
213 2-TRACKFRAME,
JAMBADD-ON
I �BF�— 300002
1.000 FIE
II
.0
—lL� .osz
ADD -ON TRACK
2f2 FOR FRAME HEAD
'L.440�--�j--�I' :i
625
2F�-/— 4 ICI �_f
O,-TRACK SILL, LOW-RISE
EXTERIOR W/ADD-ON
1.800 +I—J
1.000
.osz 1 11
216 ADD -ON HEAD
O62
.562
2.448
275 ADD -ON TRACK W/
SCREEN FOR FRAME SILL
062
as2
10 - o6z
,250
a
�
5.582
.562
f
3�Z62762_
.88 ,�2 ,-TRACK ADD -ON SILL
fi,8
.
210 3-T RACK SILL. EXTERIOR
RAIL
2f4 3-TRACKADD-ON SILL
216
2-TRACK SILL.LOW-RISE
062
5r62
I I 3.798
2-TRACK SILL,
74 INTERIOR W/ADD-ON
062
.562
�E 2204
O, -TRACK SILL,
220 INTERIOR W SILL,
NOTE: ALL MATERIAL IS GD63-T6 UNLESS OTHERWISE NOTED
ALUMINUM SLIDING GLASS DOOR, NON4MPACT IAGK
EXTRUSIONS CONTINUED 14N2N9
ORIGINALISSUE
SGD4025A I6'=r-O- I„ OF 12
0
```�oNT LrnLy
�:'.iICENgF
,070TECNNOLOGYORNE—'D
N.YFldCE, FL 312i5 "TE OF
ITEM
apn uurrr
nr
ALUMINUM SLIDING GLASS DOOR, NON
oaneF -.IVVJ O 11,
AGK
-IMPACT
N.. 58705 hi
PARTS LIST
*_
4112/19
n.iwe
Rrv.9y. M.OeY '1WOTf:QWOLOGY DRIVE 73 .. I \ ;• 4/�:
ORIGINAL ISSUE
N.VENICE, FL51TI5 �0�:. fATEOF (O
(941)480.1�0 � �`s •. 20ftIDP: G\���
s.r,ee� � sn.c o.°rv�
- w. ���iSJONAI- EaV��•
i°Evmec.
SGD4025A N.T.S. t2 v 12 SGD4025A p "'�^c""^'�"'EO rrrrrllll`11��
CERT,OFAUIHi W ALYNNMILER.PE. RE MM5
PART
D6CRDTION
PGTq
I
708
LOCKSTRE, MONOLITHIC
69362
2
LATCH ASSEMBLY(LOCK)
7LOIX
3
.
LATCHASSEMBLY(DUMMY) .
7DUMY
4
gID32X 125 PH. FLMS (LATCH)
71114K
6
705
D4IFRIDCA SID.,MONOL[THIC
69409
7
1119
q10 X.750 PH. PN.EMS -S.S.
75134X
8
V420X 1.125PH PN. MS
71420X118PPMSX.
9
1209
WSIP,.I87 X320-PA13
6FdTK
11
706
TOP RAIL. MONOLITHIC
681P_
12
1281
WSTP,.187 X.290FIN SEAL
61281W
13
725B
TOP PANdGUIDE
41801
IS
707C
BOTTOM RAIL, MONOLITHIC
68173
17
726
BOTTOM PANdQ1IDE
41802
IB
661
SINGIEROI]FR ASSY. '
75RAZ
19
661
SINQEROI2RASSY.-SS.
7SRAX
20
683
TANDEM ROLLERASSY. -
76WZ -
21
683
TANDEM ROLIFRASSY.-S.S.
76B35S
23
609
ASiRAGA4 MONOCITIC
68316
24
Pal
ASTRAGAL (HD.).MONOI3TEDC
694T_
26
653
LATCH KEEPER
75DKBEP
27
653
LATCH KEEPER -S.S.
75DKEFPX
28
qe X.3I2 PH TR SMS
78X56A _
29
779
IAMB BUMPER
72087K "
30
96 X.375PH PN. SMS
76X38PPA
31
661664
BUMPQLSHIM .0300R.0601
41631
33
734
DOUBLE INTERLOCK STD.), MONO.
69494 _..
36
1007
GLAZINGVMYI,-3/I6
6T304 "
_ 37
GLAZING VINYL-1/4 -
614GLK
76
CARDINALXL EDGESPACF7L 5/IE STAINLESS
STEE71.
39 '.
3/I6'TFMPERW GLASS
40
1/4° TEMPERW GLASS
42
645
ADD-0N STILE OXO ONLY)
6911E
45
755
1/2X 15/8 RONF.-ALUM
6755M
46
1214
1/2X1 V4R@IF'.-ALUM.
61214M
49
749
RFlNFORC .EtitENC SPRING CC.IP
7BRKTM25 -
51
IOAO
MORTICELACK(DI'IaD LATCH)
7104D
52
1040.E
MOR
IIP111
PARTq
DESCRIPTION
PC. fN _
62
Sn_
WLONIALINTFRSECFION
41670
63
124
APPLIED COLONIALMUNFM
66671
64
1240
I/16 X I FLATBAR
68926T52
66
754
TRACK CLR'GUIDE
41754H�W
67
756
TRACK CLIP COVFlL
6756B/W
68
qb X3/B PP SMS IS35S
]6X38PPAX
67
740
HOOKSTRD' -HOOK _
63TI3
70
T11A
HIGH-RISETRAIX ADAPfEIt_ _
69371
71
7@
2-TRACKHFAD -
68179
R
703B
2-TRAIXFXI'FRfOR SBL
6703B
73
704
12-TRACK IAMB
68180
74
637
2-TRACK INTERIOR SILL
fi62]3
76
71T
FIXED PANEL(LIP,TOP
7LA 13A.
77
7178
FUDD PAEffI. CLIP 80770M
7717FPCA
78
646
FIXED PANEL BRACKET' -41814
90
1136
N6X1/3 PP SMS _
76XI2A _
101
736
I.00KSTBE,I.G GLASS
60392
106
735
INTf]D.000 STD. 1.0 CLASS
60397
111
618
70P RAH.LG GlAS$ _
69088
115.
619
BOTTOM RAIf. LG GLASS
69089
121
73J
ASTRAGAL, I.C. (SASS
60394
130
5/%'LG. GLASS; 3/16'7FMPE7tW
I/4" SPACE 3/16' TEMPFRW
131
I006
GLAZING VINYL-MSULATW GLASS
658GIK
130
]45
DOUBLE AlTF1tI.0(.•K (STD.I,LG (2AS
60551
301
629
1-TRACK HEAD POCKET DOOR
b8176
202
628 -
1-TRACK JAMB, POCKEI'DOOR _.
6628
203
666
OPT. SCRQ-34RATC, POCKET DOOR --
61394
204
627
1-TRACK SBL; EXT. POCKET DOOR
68178M _
208
631
3-iRAIXHEAD
6818E
209
632
3-TRACK IAMB
68183
210
633
3-TRAIXSBJ. EXT. W/SCRFFNRAIL
68I84M -
217
613
ADD-0N TRACKHEAD
68187 -
212
614
ADD-0ON TRACK EORFRAMEHEAD
68185
213 '
617
2-TRACK FRAMEJAMB,ADD-0N
68188
214
615
3-IRAIXSB.L,ADDON
6HIffiM
215
616
ADD -ON TRACK W/SCRFINFOA SILL
68190M _
216
634
ADD -ON HEAD.
68186
217
635
ADD -ON SILL -
6819IM
2I8
638
LOW-RISE2-TRACKS EXTERIOR
66952M
220
636
I. -TRAGIC SBJ.INIERIOR "
6�74M
222
671
LAW-RISE-TRAIX SAI.IDC'CFRIOR
60803M
225
732
HIGH-RISETRAIX ADAPTER
6ffiI3M "' -