HomeMy WebLinkAboutENGINEERING EVALUATION REPORTEngineering Evaluation Report # 4025A-090120
Prepared by:
A. Lynn Miller, P.E.
1070 Technology Dr.
N. Venice, FL 34275
(941) 480-1600
Certificate of Authorization: #29296
Manufacturer:
PGT Industries, Inc:
1070 Technology Drive
N. Venice, FL 34275
Product Description:
4025A Series Non -Impact -resistant Aluminum Sliding Glass Door, FL # 29462
Compliance:
The above -mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity
Hurricane Zone" (HVHZ).
Supporting Technical Documentation:
1. Approval document: drawing number SGD4025A Rev. A, signed and sealed by A. Lynn Miller, P.E.
2. Test Report No. FTL-3102, FTL-3116 & FTL-3117, signed and sealed by Luis Figueredo, P.E.
Test Report No. FTL-3596, signed by Joseph Chan, P.E.
Test Report No. FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280, FTL-4285, FTL-4341 & FTL-5095, signed and
sealed by Edmundo Largaespada, P.E.
Test Report No. FTL 18-8217, signed and sealed by Idalmis Ortega, P.E.
(Tested to TAS 202-94, Uniform Static Air Pressure Test)
3. Anchor calculations, signed and sealed by A. Lynn Miller, P.E., dated 4/18/17 & 9/1/20.
Limitations and Conditions of use:
• Units must be glazed per ASTM E1300-09, refer to approval document for glazing details.
• This product is rated to be used in the HVHZ.
• This product is not impact resistant and does require impact protection in wind bome debris regions.
• Frame and sash material to be extruded aluminum
• Units must be installed in accordance with approval document, SGD4025A
III
FILE CppY ♦ ♦` (,0 LYN/��,
CEN'�.
�• ,9,k •
No. 58705
,320
STATE OF
�i't�'•.,.FZORIDP.
A. Lynn Miller, P.E.
P.E. # 58705
SERIES 4025A, NON -IMPACT RESISTANT
SLIDING GLASS DOOR
1. GLAZING OPTIONS:
1. 3/16'TEMPERED GLASS.
2.1/4" TEMPERED GLASS.
3. 5/8' INSULATED GLASS (I.G.); (2) LITES OF 3/16' TEMPERED GLASS WITH A 1/4' AIR
SPACE-
2. CONFIGURATIONS: SEE SHEET 3.
3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E
13DO.
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, ASO.
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-DADE 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, FTL,3596, FTLr1273, FTL-4275,
FTL-4277, FTL-4278, FTL-0280, FTL-0285, FTL-4341, FTL-5095 AND FTL 18-8217.
>ELCO ULTRACON AND CRETEFLEX NOA'S
>ANSI/AF&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).
GENERAL NOTES........._..
1
GLAZING DETAILS ............
1
DESIGN PRESSURES.......
2
CONFIGURATIONS...........
3
ELEVATIONS ............. _......
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS ............
5-6
"X' &'O' CLIP INSTALL...
7
ANCHORAGE ....................
8 9
EXTRUSIONS ....................
10-11
PARTS LIST .......................
12
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1.2 & 3 ON NOT RATED FOR MISSILE
SHEET 2 IMPACT RESISTANCE
FLORIDA PRODUCT APPROVAL#29462
TABLE 1A
Anchor
Anchor Type
Frame Member
Substrate
Min. Edge
Min. O:C.
Min.
Embedment or
Group
Distance
Distance
Metal Thickness
Head / Sill
1"
1.687°
1-wit"
1/4' 41 SS
0 SS Elco
Southem Pine (SG = 0.55)
P-hook
1'
1•
1-/8'
A
Cre
Jamb
1"
1.594'
1-18'
#12 Steel
Head I Sill
Southern Pine (SG = 0.55) /
1•
1.687'
1_318' 1 118"
P-hook
1•
1"
1318" 1 1/8"
(Gr 5)
�T5 Aluminum
Jamb
1'
1.594"
13/8" / 1/8,
1/4" Elco
Head / Sill
Concrete (min. 285 ksi)
13/4"
1.687'
13/4'
P-hook
Concrete (min. 2.85 ksi)
1-1/4'
4"
1-3/8'
UltraCon
Jamb
Hollow Block (ASTM C90)
2-11T
1.594"
1-1/4'
B
Head / Sill / Jamb
Concrete (min. 3.0 ksi)
1-1/2•
1-1/2"
1-314"
1/4" DeWalt
P-hook
Concrete (min. 3.0 ksi)
1-1/4•
4"
1_/8"
UltraCon+
P-hcok
Hollow Block (ASTM C90)
1412"
4"
1-1/4"
Jamb
Hollow Block (ASTM C90)
1-1/2'
1-11T
1-1/4'
rc
1/4" 410 SS Elco
Head / Sill
Concrete (min 3.35 ksi)
2-1/2'
1.687•
1�/4°
CreteFlex
P-hook
Concrete (min. 3.35 ksi)
1-1/4'
3'
•
1.3/4•
Jamb
Hollow Block (ASTM C90)
2-112"
1.594•
1) ALL ANCHOR HEAD TYPES ARE APPLICABLE
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE
I
39 QWT
3/16'T 38
15 3/8' GLASS BITE 15
3116MONOLITHIC GLASS
GLASS TYPE 1
130
NOM. 51W I.G.
1/4' AIR SPACE
3/8• GLASS BITE
1/4' MONOLITHIC GLASS
GLASS TYPE 2
Tine: Wernf
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT AGK
Dem:
NOTES, GLAZING DETAILS & TABLE OF CONTENTS 1 4/12/19
ADDED ULTRACON+ ANCHORS
SGD-4025A 1 9°=1'-0'
Re,'. 8Y I R.. Ott.'
JR 09/01/20
D wfiVRa R
OF 12 SGD4025A /
3/16" T
3/16' T
3/8' GLASS BITE
5/8' I.G. GLASS
GLASS TYPE 3
YYYuu11//�i,.
� 't�O'•�YGENgF''.�(
` •••�� i
* : No.58705 `
20
'. " ",
0 •. STATE OF lw_ '
1070 TECHNOLOGY DRIVE
M VENICE, FL 34275
��
(941)480-1600
� `•!cC IRYDt;. •' GW
MKIL6114M M. MAIM
101Ulo:coven FEAfafiVlO.
A. LYNN MILLER. P.E. P.E# 58705
CERT. OF AUTH. #29296
INTERIOR
INTERIOR
46
45
EXTERIOR
EXTERIOR
SINGLE/SINGLE INTERLOCK
SINGLE/DOUBLE INTERLOCK
NO REINFORCEMENTREINFORCED
INTERIOR
46
SEE NOTES 1 & 2
POS.
DESIGN
PRESS.
46
(PSF)
kHEIGHT
+65.0
+35.3FlG
1:
OH LENGTH
SEE
NOTE 2
= DOOR ASSEMBLIES
= INSTALLED WHERE THE
Lu OVERHANG (OH) LENGTH IS
EQUAL TO OR GREATER THAN
EXTERIOR
=
p THE OVERHANG HEIGHT IS
SINGLE/SINGLE INTERLOCK
EXEMPTED FROM WATER
REINFORCED
INFILTRATION RESISTANCE.
OH LENGTH 2: OH HEIGHT
I1 b711/i�.
NOTES:
```,1111
rme: &..ar•
t�• ' ���
1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2• HIGH
ALUMINUM SLIDING GLASS DOOR, NON -IMPACT AGK
�` uGENSF
SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO35.3 PSF WITH THE 1 3/4• SILL.
NEGATIVE PRESSURES ARE UNCHANGED
°bow 0
* : No, 58705
DESIGN PRESSURES 4/12/19
2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED OR
9/3/20
OVERHANG IS PER FIG 1, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS
"� "° oaro
1070 TECHNOLOGY DRNE �)
-- 0 ••. STATE OF �(/�
THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES 1 THROUGH 3 FOR THE
N. VENICE, FL 34275
'
(941)480.1600<ORIDP•.
ORI
RESPECTIVE SIZE.
sene�Roaer sw.: sneer aeW:gNe. Ree'
�i
eSS �.
'�i,
rorv+Dus wc`wneo l0NALE>.`
SGD-4025A 9'=1'-0" 2 of 12
To 00R FOR"E""°T""0.
CERT. OF AUTH. #29296 A LYNN MILLER, P.E. P-E# 58705
COMPARATIVE ANALYSIS: TABLE t.
aEXTENDED SILL, 2112" HIGH
>SINGLElSINGLE INTERLOCK
>NO REINFORCEMENT (SEE SECTIONS ON SHEET 6)
GLASS TYPES:
1. 3116" TEMPERED
2 1!4' TEMPERED
3. 5l8' TEMPERED I.G. (3/16'T, 1/4'SPACE, 3/16'T)
NOM.
PANEL
y
g
DOOR HEIGHT
80" (6B)
84' (7°)
90' (78)
96° (8°)
WIDTH
(0
24"
1,2
+65.0
-96.8
+65.0
-70.0
+Bd.B
fi4.8
+80,0
•80.0
(2q
3
+65.0
-107.1
+65.0
-80.0
+65.0
-73.8
+65.0
•68.6
(�)
1,2
+65.0
-82.7
+58.4
58.4
+53.8
53.8
+49.8
-09.8
3
+65.0
-89.6
+85.0
-88.8
+81.4
-61.4
+56.9
56.9
-(3)
1,2
+B5.0
-72.3
+50.9
50.9
+q8.7
-08.7
+43.1
-43.1
9
t65.0
-78.3
+58.2
58.2
+53.3
-63.3
+49.2
-09.2
1,2
+65.0
•85.1
+45.7
-05.7
+41.7
-01.7
+38.4
�8.4
e
42" (3)
3
+65.0
-70.5
+522
S22
+47.7
-07.7
+43.9
-03.9
48"
1,2
+60.0
�0.0
+42.0
-020
+36.2
•38.2
+35.0
�5.0
(4°)
3
+65.0
�5.0
-08.0
+43.6
-03.6
+40.0
-00.0
COMPARATIVE ANALYSIS: TABLE 2
>D(TENDm SILL, 2 1/2" HIGH
>SINGLEISINGLEINTERLOCK
>FULL REINFORCEMENT (SEE SECTIONS ON SPIFFY 6)
GLASSTYPES:
1. &16' TEMPERED
2. 1/4' TEMPERED
3. 5�8' TEMPERED I.G. (3116"T,1/4°SPACE,3!16°T)
NOM.
�
DOOR HEIGHT
PANEL
qg
8� (�
l�
�' (7�
96" (8q
WIDTH
(0
24• (2g
1,2,
+85.0
-105.9
+65.0
-100.0
+65.0
-92.3
+65.0
-85.7
30" (28)
1,2,
+65.0
�8.6
+65.0
-83.5
+85.0
-78.8
+65.0
-71.1
36' (3�
1,2,
+65.0
-77.4
+65.0
-72.7
+65.0
-66.7
+61.5
�1.5
42" (3�
1,2,
+65.0
•65.3
+65.0
�5.3
+59.6
59.6
+54.9
54.9
48' (4�
1,2,
+50.0
-50.0
+50.0
-50.0
+50.0
�0.0
+50.0
50.0
COMPARATIVE ANALYSIS: TABLE 3.
>D(TENDED SILL, 2 1/2" HIGH
>SINGLEIDOUBLE INTERLOCK (OUTSIDE)
>FULL REINFORCEMENT (SEE SECTIONS ON SHEET 6)
GLASS TYPES:
2 114"TEMPERED
3. 518' TEMPERED I.G. (3I18'T, 1/4'SPACE, 3/16"p
NOM.
PANEL
N
g
DOOR HEIGHT
24(2�
+85.0-127.7
+85.0
-120.0
+65.0
-110.8
*85.0
-102.9
+65.0-130.0+65.0
-130.0
+65.0
-120.0
+65.0
-111.4��)
+65.0
-108.3
+65.0
-100.2
+65.0
-92.2
*65.0
�5.3
r
+65.0
-115.2
+65.0
-108.5
+65.0
-99.8
+65,0
-92.4
+65.0
-929
+65.0
-87.3
+65.04i0.0+65.0
-73.8
�(�
+85.0
-100.8
+65.0
-94.5
+85,0
�6.7
+85.0
-80.0
42•
2
+65.0
-78.4
+65.0,
-78.4
+65.0
-71.6
+65.0.
•85.8
(3a)
3
+85.0
-84.9
+65.0
54.9
+65.0
-7T.5
+85.0
-71.3
��
2
+60.0
•60.0
+60.0
•fi0.0
+60.0
•60.0
+60.0
-60.0
(4q
3
+65.0
�5.0
+65.0
•85.0
+65.0
•65.0
+65.0
15.0
CODE PANELTYPES
A
IINNTERLOCK � LOCKSTILE
B
RNTERLOCK INNTTERLOCK
C
INTERLOCK
ASTRAGALREVERSE
D
LOCKSTILE �"``���LLLL INIL
TERLOCK
E
INTTERLOCK INTERLOCK
F
INTERLOCK INTERLOCK
LOCKSTILE
INTERLOCK
H
INTERLOCKNTERLOCK
LE
NOTUERLOCIc
CK
J
LOCKSTLE
A �TRAGGAI
K
II ERLOCK I 4—J I LOCKSTILE
L
I ERLocr D=Eg
STANDAM
ALAL
M
LOCKSRLE —IJ INTERLOCK
N
SSTT NDARt.
NRTERLOCK
P
FL FIXED
IINNTERLOCK LOCKSTILE
CODE PANELTYPES
R
FIXED
STILE �� INITERLOCK
S
LOCKSTILE
ASTRAGAL
ASTRRAAG
FIXED
T
L
TILE
U
REVERASTRAGAL
LOCKSTILE
�LJ
V
FIXED FIXED
LOCKSTILE ��LOCKSTILE
W
INTERLOCK
SATgT�RAOG�AI
DOUBLE
Y
LO�CKSTILE
INTERLOCK
Z
LOCKSTILE LOCKSTILE
DOUBLE
YR
INTERLOCK
LOCKSTILE
GR
NT�WOCK
LOCKSTILE
LR
WOR
R.H.
L
OCK
WR
ASAN
UBLE
i
RAG�AL
—F
I L_._I
`J
I RLOCK
CIS
DOU RH.
IT OCK INTERLOd(
SD
M RLOCK
IINTERLEOCK
1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT48" NOMINAL
WIDTH PANEL TYPES IS 44 3116'.
2. MAX DLO HEIGHT = 91 1/4'
3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY
COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND
SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE
UP OF THE APPROVED FRAME COMPONENTS SHOWN ON
SHEET 9 OF THIS DOCUMENT.
EXAMPLE MAXIMUM CONFIGURATIONS:
A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET)
B. FIVE PANELS ON FIVE TRACKS (BY-PASS)
TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
DOOR PANELS MAY BE USED FOR SCREENS.
48" NOM. MAX. PANEL WIDTH I
pXXp
44 3/16" MAX. DAYLIGHT OPENING FOR 48' NOMINAL, ALL CONFIGURATIONS
U
O
96" / a
MAX. /
a HT. 96.
39" MAX
TYP. L HT.
L �
Xp or pX
96
MA
8" NOM. MAX. PANEL WIDTH
48" NOM. MAX P
OXO
96'
MAN
HT.
ANFL WIDTH
OX or XO
DLO
HT.
96
MA
HI
DLO
WIDTH
18" NOM.
MAX. PANEL
WIDTH
L
w
91 1/4'
MAX.
DAYLIGHT
OPENING
96
MA
H1
O'
NOM. MAX PANEL
WIDTH
LI
DETAIL - B DETAIL - D DETAIL - F
ANCHORAGE INTO METAL ANCHORAGE INTO WOOD CONCRETE ANCHOR ANCHORAGE INTO CONCRETE
APPLICABLE TO HEAD OR JAMBS 1/8 AL MIN 1°MIN. E.D. 2x WOOD (SEE TABLE 1A) — MIN. E.D., SEE TABLE 1A (SEE NOTE 2) MIN. EMBEDMENT,
6063-T5 1 11116" � . � , SEE TABLE IA
MIN. OF3 O.C. •�
THREADS WOOD ANCHOR 1 11/16'
T BEYOND (SEE TABLE 1A) O.C.
ni 71 METAL SUBSTRATE. 1 3/8" MIN. � ' a
p EMBEDMENT 1/4" MAX. SHIM 1/4' MAX. SHIM
#12 SMS L— 1x WOOD BUCK
(SEE NOTE 2)
EXT.
INT.
NOTE ITEM 74,
INTERIOR SILL IS
NOT APPROVED
WHERE WATER
INFILTRATION IS
®
REQUIRED.
O
8
n
74
DETAIL - A
INTERIOR SILL
96" MAX.
HEIGHT
WOOD ANCHOR
(SEE TABLE 1A)
NOTES
1. SEE TABLE 1A FOR ANCHOR TYPES, MINIMUM EDGE DISTANCES,
MINIMUM EMBEDMENT, MINIMUM O.C. SPACING AND MINIMUM METAL
THICKNESS.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. WOOD BUCKS 1' MIN. E.D.,
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 1 11/16" O.C.
APPROVED BY AUTHORITY HAVING JURISDICTION. I WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR
CMU.
3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM STRUCTURAL
MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR
FRAME. SEE TABLE 1A FOR ADDITIONAL REQUIREMENTS
4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI
MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH
OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER
SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER
OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,
OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
DETAIL - C
STANDARD SILL
ANCHORAGE INTO WOOD
CONCRETE ANCHOR
(SEE TABLE 1A)
1/4" MAX.
(SEE NOTE 4)
1 3/8' MIN. EMBEDMENT
2x WOOD MIN. E.D., SEE TABLE 1A
(SEE NOTE 2) 1 11/16.O.C.
NOTE
MAX. DP W/ 1 3/4'
SILL =+35.3 PSF
EXT.
DETAIL - E
EXTENDED SILL
ANCHORAGE INTO CONCRETE
1/4" MAX.
(SEE NOTE 4)
MIN. EMBEDMENT,
SEE TABLE 1A
SECT. G-G
SECT. H-H
1 3l8" MIN. EMBEDMENT
2x
EE
WOOD BUCK
(SNOTE 2)
WOOD ANCHOR
1- MIN. (SEE TABLE 1A)
E.D.
X (EXTERIOR)
O OR 106
(SILL)
SECTION G-G
P-HOOK ANCHORAGE INTO WOOD
NOTES
1. SEE TABLE 1A FOR ANCHOR TYPES, MINIMUM EDGE DISTANCES,
MINIMUM EMBEDMENT, MINIMUM O.C. SPACING AND MINIMUM METAL
THICKNESS.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 11r. WOOD BUCKS
DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION. 1X WOOD BUCKS
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE
OR CMU.
9
INTERIOR
• • '�
� ISECTIONS)
J i EXTERIOR
L J
SECT. 1-1
SINGLEISINGLE INTERLOCK EXAMPLE
FOR DESIGN PRESSURES:
'WITH REINFORCEMENT, SEE TABLE 2. WITHOUT REINFORCEMENT, SEE TABLE 1
24 OR 121
46'
T
OR S
xnRn
X
a '5
108 OR 6
SECT. H-H
MOVABLE SINGLEISINGLE INTERLOCK
�w
-m
mmo L�
TT1
X
SECT.JJ `/
FIXED TO MOVABLE
SINGLEISINGLE INTERLOCK
SECT. 1-1
LOCKSTILE AT ASTRAGAL
1 3l8' MIN. EMBEDMENT
WOOD ANCHOR
(SEE TABLE 1A)
XORO OOR 10f
X 41
USED ONLY T73
FIXED PANE
(EXTERIO
SECT. K-K
LOCKSTILE AT JAMB
ANCHORAGE INTO WOOD
114" MAX. SHIM
1" MIN. E.D.
1.594
O.C.
IIL 2x WOOD
I�I (SEE NOTE 2)
�����II I114"
SECT. L-L SECT. O-O V - - � SECT. P-P
o o liv
SECT. M-M `-
MIN. EMBEDMENT t� 1x WOOD BUCK,
SEE TABLE 1A (SEE NOTE 2, SHEET 5)
CONC. ANCHOR
(SEE TABLE 1A)
MIN. ED.
SEE TABLE 1A
" 69
SECT. N-N -
SCALE: 3° = V-0"
SINGLEIDOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT
SEE TABLE 3 FOR DESIGN PRESSURES
T
OR i21
OR 8 r
NDr
X (EXTERIOR) \
OOR 106 ji34
(SILL)
OSECT. N-N
ECT. M-M LOCKSTILE AT ASTRAGAL
SECT. L-L MOVABLE SINGLEIDOUBLE INTERLOCK
P-HOOK ANCHORAGE INTO CONCRETE L
1I8 AL. MIN. MIN. OF 3 THREADS
76 AN;W;e 006 OR 6063-T5 BEYOND METAL
SUBSTRATE.
#12 SMS
1 1.
MIN. E.D.
4 INTERIOR
(ALL SECTIONS)
IG EXTERIOR
NOTES
SEE NOTES 1-3 ON SHEET 4
MIN. EMBEDMENT,
SEE TABLE 1 A
1W MAX. SHIM
1 R 101
X OR O
•°IUU(UI •.
X
�
1�
-- - i
1.594
USED ONLY WITH
O.C.
FIXED PANEL, O 76
`--�
(EXTERIOR).'.
73
1
CONCRETE
MIN E.D.,
ANCHOR
SEE TABLE 1A
,.
(SEE TABLE 1A)
•'��
1x WOOD BUCK
(SEE NOTE 2, SHEET 5) SECT.
P-P
LOCKSTILE AT JAMB
ANCHORAGE INTO
CMU
134 OR 33
SECT. 0-0
FIXED TO MOVABLE SINGLEIDOUBLE INTERLOCK
Z=
DETAIL -O (EXTERIOR)
P-HOOK ANCHORAGE INTO METAL
HORIZONTAL SECTIONS, TABLE 3
4/72/19he
f1 9/3/20. :' i(/`
-O�'•, STATE OF !(/
i (C` '• FLORIOP:.•fG\?�
A LYNN MILLER, P.E. P.E#58705
1070TECHNOLOGY DRNE
N. VENICE, FL 34275
(941)480-1600
R . Deb;
SenesMuder
SGD-4025A
swa
6"=1'-0°
snonr
8 of 12
ore.tgRa
SGD4025A
R--
A
CCPrRrAMO2ao
mlRmm7R6
CERT. OF AUTH. 029296
(1) FIXED PANEL CUP (TOP) INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
(2) FIXED PANEL BRACKETS INSTALLED
ON EACH FIXED PANEL
TO ATTACH FIXED
PANEL TO FRAME JAMB INSTALL W/ #10x1' SMS (4)
76 RE-INSTALL#10x3/4'
PANEL SCREWS (2)
631/4'nINSTALL
%—l'
INSTALL W! #10x1' SMS
32, (4)
#10x1'
SMS (2) RE -INSTALL 1/4-20
l
nO w
1 PANEL SCREW (1)
n /��/n `
(1) FIXED PANEL CLIP (BOTTOM) INSTALLED
ON EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL
nyn
/�
lix n FIXED PANELS
(1) TRACK CUP ASSEMBLY INSTALLED
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
ITS RESPECTIVE SILL TRACK
66
1
1
1 6
� 1
67 68
``11111111 /77jT
7Ee: preen BY•
ALUMINUM SLIDING GLASS DOOR, NON IMPACT AGK
�� 0 ..-...... �/
�2t• ' LICENSE` ��(� �'
OPERABLE PANELS
No.58705
TRACK & FIXED CLIPS INSTALLATION 4/12/19
R.6i- IM. sr. fa-p,� 1070 TECHNOLOGY DRNE
_ 'f� '. 9131,21O �=
STATE OF
R VEMCE, FL 34275
(941)480.1800
i0�'••
i FLORIDP; •'
sort mare sue: sr�n a�.:sra Rm:
G\��
/�ii�I�NAL ���•
xrva,s`�s°�.u°1fic,°�
SGD4025A N.T.S. 7 of 12 A TO"" � 'rO"PE10ATTd
CERT. OF AUTH. #29298
A L" M LER. P.E P.E# 58705
MINIMUM ANCHOR
DP TABLE REF. >
QUANTITIES TABLE 4.
TABLE 1.
TABLE 2.
TABLE 3.
GLASS TYPE >
1,2 OR 3
1.2 OR 3
2 OR 3
INTERLOCK & >
SSN (SEE NOTE
2)
SSR (SEE NOTE
2)
SDR (SEE NOTE
2)
REINFORCEME
ANCHOR GROUP
HEAD &
SILL
CLUSTER
JAMB
P-HOOK
HEAD &
SILL
CLUSTER
JAMB
P-HOOK
HEAD &
SILL
CLUSTER
JAMB
P-HOOK
NOM.
PANEL UNIT
WIDTH x HT.
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
24.009 x 80.000
C6
C6
C6
8
8
8
5
51
4
C6
C6
CB
8
61
8
4
5
4
C8
C8
C6
8
8
8
5
5
5
84.000
C6
C6
C4
8
8
8
4
41
4
C6
C6
C6
8
8
8
4
5
4
C8
C8
C6
8
8
10
5
5
5
90.000
C6
C6
C4
8
8
8
4
4
4IC6
C6
C6
C6
8
8
8
4
5
4
C8
C8
C6
8
8
10
5
5
5
96.000
C6
C6
C4
8
8
8
4
4
4
C6
C6
8
8
8
4
5
4
C8
C8
C6
8
8
10
5
51
5
30.000 x 80.000
C6
C6
C6
8
8
8
5
5
4
C6
C6
C6
8
8
5
5
4
C8
C8
C6
8
10
10
6
6
5
84.000
C6
C6
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
4
C8
C8
C6
8
10
10
6
6
5
90.000
C6
C6
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
4
C8
C8
C6
8
10
10
6
6
5
96.000
C6
C6
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
4
C8
C8
C6
8
10
10
6
6
5
36.000 x 80.000
C6
C6
C6
8
8
8
5
5
5
C6
C6
C6
8
8
8
5
5
5
C8
C8
C6
10
10
10
6
6
5
84.000
C6
C6
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
5
C8
C8
C6
10
10
10
6
6
5
90.000
C6
C6
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
5
C8
C8
C6
10
10
10
6
6
5
96.000
56
C6
C4
8
8
8
4
4
4
C6
C6
C6
8
8
8
5
5
4
C8
C8
C6
10
10
10
6
6
5
42.000 x 80.000
C6
C6
C4
8
8
8
5
5
5
C6
C6
C4
8
8
8
5
5
4
C6
C6
C6
10
10
10
6
6
5
84.000
C4
C4
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
10
10
10
6
6
6
90.000
C4
C4
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
10
10
10
6
6
6
96.000
C4
C4
C4
8
8
8
4
4
4
C6
C6
04
8
8
8
5
5
5
C6
C6
C6
10
10
10
6
6
6
48.000 x 80.000
C6
C6
C4
8
8
8
5
5
5
C4
C4
C4
8
8
8
4
4
4
C6
C6
C4
8
8
8
5
5
5
84.00D
C4
C4
C4
8
8
8
4
4
4
C4
C4
C4
8
8
8
4
5
4
C6
C6
C4
8
8
10
5
5
5
90.000
C4
C4
8
8
8
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C4
0
10
10
6
6
5
96.000
C4
C4
C4
8
8
814
4
4
C6
C6
C4
8
8
8
5
5
5
C6
C6
C6
10
10
10
6
6
6
INTERMEDIATE HEAD/SILL ANCHORS,TYP.,
(2) ANCHORS PER LOCATION .1
(2)
SEE SHEET 9 FOR 3 & 4 TRACKS 1
28' MAX O.C. -
2ANCHORS
AT EACH
LOCATION,
(2-TRACK):
3ANCHORS
AT EACH
LOCATION,
(3-TRACK):
4ANCHORS
AT EACH
LOCATION,
(4-TRACK1
6" MAX j
48" NOM.
EXAMPLE USES
48" NOM.
U U
48- NOM.
48" NOM.
U
8 JAMB
0
0O
ANCHOR
LOCATION,
1
TOTAL. SEE ANCHO
w w
TYP., (1)
—L
SHEET 9 FOR
Z
PER AT
P-HOOK
P8•
MAX,
ADDITIONAL
O
O O
O.C.
TRACK
4
APPLICATIONS
0
(90
96
�C
O
x
MA
a a
a
W MAX
22 5/16' MAX O C
P. TYP,
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE
2-TRACKS, CONCRETE SUBSTRATE @ HEAD, SILL &
P-HOOK, CMU SUBSTRATE Q JAMB
SCALE: 5/16" = T-0"
HEAD/SILL CLUSTER LOCATION TYP.
SEE C4, C6 OR C8 CLUSTER DETAILS
1 11/16' MII
O.C. TYP.
UK AS 1 KAUAL
ANCHOR LOCATION TYP.
(4) ANCHOR CLUSTER - C4
16" MAX.
8" MAX.
OR ASTRAGAL
ANCHOR LOCATION TYP.
(6) ANCHOR CLUSTER - C6
VK H,71 KKVHL
ANCHOR LOCATION TYP.
(8) ANCHOR CLUSTER - C8
NOTES:
1. GLASS TYPES:
1- 3/16" TEMPERED
2 - 1/4' TEMPERED
3 - 5/8' TEMPERED I.G.
2. TABLE ABBREVIATIONS:
SSN-SINGLE/SINGLE WITH NO REINF. AT
INTERLOCK & ASTRAGAL, (SHEET 5)
SSR-SINGLEISINGLE WITH FULL REINF. AT
INTERLOCK & ASTRAGAL, (SHEET 5)
SDR-SINGLEIDOUBLE WITH FULL REINF.
AT INTERLOCK & 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 5116' MAX. O.C.
4. INSTALL PER ANCHOR QUANTITIES OF
TABLE 4, USING THE DIMENSIONAL
CRITERIA OF NOTE 3. HEAD AND SILL
CLUSTER ANCHORS ARE REQUIRED AT
ASTRAGAL AND INTERLOCK LOCATIONS OF
THEIR RESPECTIVE TRACK SECTIONS. SEE
SHEET 9 FOR POTENTIAL ANCHOR
LOCATIONS WITHIN HEAD, SILL AND JAMB
TRACK SECTIONS.
`1T1111I111/7T'
t VCENgF •'
ALUMINUM SLIDING GLASS DOOR, NON4MPACT
AGKlp
:�
* ; No.58705
A
ANCHORAGE SPACING & QUANTITIES
4112119
®
Cf�t
'; •' ""' z `
•. STATE OF
RaWai-
Ray. gy.
Ray, pam:
1070 TECHNOLOGY DRNE
N. VENICE, FL 34275
O
�i ��(•'•.!CLORIDF'---
(941)480-16M
U,\=�
/O •••.••• `
NAL1����
SeMs/6fom[
stoma'
Shf9[
Drmw®Ra.
Rer.
COPVRKMfo mm
�T ���
SGD-4025A
3"=1'-0'
8 oF 12
SGD4025A
A
CERT. OF AUTH. 429298
A LYNN MILLER P.E. P.Ep 58705
1.69
MIN. O.C.~�
7
6
ANCHOR LOCATION, TYP. Y [I I I I
5
4
3
2
HEAD/SILL EXTERIOR
2
3
4
5
6
n s A s R R s 4 ti7 s ft_� 7
1.69
MIN.O.C.
(5 — TRACK HEAD & SILL SHOWN)
JAMB INTERIOR 212 r r�
7 6 5 4 3 2
216 211
214
215 217
1.59._ _
MIN.
O.C.
EXAMPLE MULTI -PART EXTERIOR FRAME
(5 - TRACK HEAD & SILL SHOWN)
212 r—s ri
216 211
74
215 217
JAMB EXTERIOR
EXAMPLE MULTI —PART INTERIOR FRAME
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 1XV AT HEAD AND SILL AND
1.59' FOR JAMBS.
2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK
HEAD/SILL INTERIOR FRAMES ON SHEETS 4-6 ARE ALSO APPLICABLE TO ALL MULTI—
TRACK SECTIONS.
--1
1.375
.890
.890 F�
D62 062
1.375
- 4 1.036
1500 - -
111 I.G. TOP RAIL
MAIL 6063-T5
MONO TOP RAIL
11 MAIL: 6063-T5
E!2
1.816
9
I.G. DOUBLE INTERLOCK
�j 1.036 r- 2.562 -�
r .062 F�F 1.096
.062 1
2A3B 2.438
lL 2.845
4.890 )- -;1 •890 I� -
115 I.G. BOTTOM RAIL 16 MONO MAIL BOTTOM
5�L 121 I.G. ASTRAGAL
.500
1.611
OREINFORCEMENT
-1501-
1 250n
L
46 REINFORCEMENT
NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 41/4'
2.370
.060
1.010
HOOKSTRIP
MATL- 6063•T5
�� 062
�
1.575
r- 2.437
2.310
1.032
.062
1.816
.093
101 I.G. LOCKSTILE
33 MONO DOUBLE INTERLOCK 2.437
�E��1-032
2.562
O MONO LOCK STILE
09��
1.575
2.845
125 0--
125
i 2�4 MONO ASTRAGAL
O O
I O O I
I� 1.750
I O2.000
.125 I
O FIXED PANEL CLIP, BOTTOM
MAIL: 6061-T6
2.310
1 3.624
1A52
1.000r"ll093 14- .062
1.687 REF.
ANCHOR
HOLES
f06 I.G. INTERLOCK
a - TRACK HEAD
2.310
L-i- 3.500
n go
.062
1.452 .687 '
.093
1.594 REF.
OMONO INTERLOCK ANCHOR HOLES
73 2-TRACKJAMB
1.687 REF.
ANCHOR
HOLES
1.750
r
.062 - 4
4.676
O2 - TRACK EXTERIOR SILL
1.000 �--
+
1.750
125 L
FIXED PANEL CUP, TOP
76 MATL 6061-T6
I .550 -►j I __
�.750 F� n-1
.660
OOPTIONAL SCREEN
203 RAIL, POCKET 1.750
MAIL 6063 T5 2.500
05--
225 HI -RISE TRACK ADAPTER
MAIL 6063-T5
70 HI -RISE TRACK ADAPTER
MAT'L: 6063-T5
NOTE: ALL MATERIAL IS 6063-T6 UNLESS OTHERWISE NOTED
1.687 REF.
ANCHOR
HOLES
.062
3.798 �f
74 2 - TRACK INTERIOR SILL
r o _.Y.
ALUMINUM SLIDING GLASS DOOR. NON -IMPACT AGK
D.W.
EXTRUSIONS 4/12/19
R.W- 1 Rev. By. Rev. Oam:
Bed..Wdek �_V_wl_o
BRyiq N. Re
SGD-4025A of 12 SGD4025A A
•.......,.
SF'••Y
•' OCENNo.
58705
1070 TECHNOLOGYDRNE
N. VEMCE, FL 34275
STATE OF
(941)480-1600
,O'•.,• •: ��(/�
i '•. ORIDP.•' \ ��
S
'''�iS� NAL E?`
202B
ca.ruo w�V
IMUSTRMS.W Acfl DUCEN
LIB - 5.216 �11
1.000 I 750
.062
208 3-TRACK HEAD
.062
.687
5.094 �
209 3-TRACKJAMB
ADDED FRAME COMPONENTS
950 .750
2N ADD -ON TRACK HEAD
062
687
3.187
213 2 - TRACK FRAME,
JAMB ADD -ON
.062 .062
1250 1.250
.562 .562 1
6.184 f�= 5.582 J
210 3-TRACK SILL, EXTERIOR
W! SCREEN RAIL
.062
.562
2 -TRACK SILL,
74 INTERIOR W/ ADD -ON
8
3 - TRACK ADD -ON SILL
062
.662
II- 2204
O, -TRACK SILL,
220 INTERIOR W! ADD -ON
I 3.002 -1
1.000=06-2-
I
F
ADD -ON TRACK,
212 FOR FRAME HEAD
.440
&']!.44
� r
625
-��
O 1 -TRACK SILL, LOW -RISE
EXTERIOR W/ ADD -ON
1.800 __l_j
r7� 1.000
.062 -III+
216 ADD -ON HEAD
062440 I
1-1
562 .627
3.988 �_T
218 2 -TRACK SILL, LOW -RISE
EXTERIOR W/ADD-ON
NOTE: ALL MATERIAL IS 6063-T6 UNLESS OTHERWISE NOTED
062
.562
215 ADD -ON TRACK W/
SCREEN FOR FRAME SILL
.062
.562 �6
f_�- 1.844
217 1-TRACK ADD -ON SILL
•OCENSF' •��
ALUMINUM SLIDING GLASS DOOR, NON IMPACT
AGK
;
a.w ,* .• No. 58705
PARTS UST
® ry
4/12/19
Rerst.
RwBr. Re..a 1070TECHNOLOGYDRIVE 9/3/20
�O ••, STATEAF !(/
N. VENICE. FL 34275
'itOss.'•'4.ORIDP.•�G,`��
sneer
(941)489-1690
rG`
s.m mbae�. sae C."VNa
Re cwnu c mvm
as /,,I NAL1,���
SGD-4025A N.T.S. 12 of 12 SGD4025A A iO1 WfMBFORPERWT VM
CERT.OFAUTH.S29298 A.LYNN MILLER, FIX P.F-#58795
�IM
PART
DESCRIPTION
PGT#
I
708
IACKSTII$ MONOI.[THIC
69362
2
LATCH ASSEMBLY (LOCK)
71ACK
3
LATCH ASSEMBLY(DUMMY)
7DUMY
4
# 10.32 X 125 PH. FL MS (LATCH)
711 ]4K
6
705
INTIItU)CK (STD.), MONOLITHIC
69409
7
1119
#lOX.750P1iPN.SMS -S.S.
7S134X
8
1/4-20 X I.125 PH. PN. MS
71420X118PPMSX
9
1209
WSTP,.187 X320- PILE
6FII,TK
ll
706
TOP RA14MONOLITHIC
68172
12
1281
WSTP,.187X.290FIN SEAL
6128IW
13
725B
TOPPAN[I,GUIDE
41801
15
707C
BOTTOM RA14 MONOLITHIC
68173
17
726
BOTTOM PANEL GUIDE
41802
IS
661
SINGLEROIdFRASSY.
7SRAZ
19
661
SINGIBROLLI3tASSY.-SS.
7SRAX
20
683
TANDEM ROI.LFRASSY.
7683Z
21
683
TANDEM ROLLER ASSY. - S.S.
7683SS
23
609
ASTRAGAL, MONOLITHIC
68315
24
720
ASTRAGAL .D. ,MONOLITHIC
69492
26
653
LATCH KEEPER
7SDKE[P
27
653
LATCH KEEPER - S.S.
7SDKEEPX
28
#8 X.312 PH. TR. SMS
78X56A
29
729
JAMBBUMPFR
72087K
30
46 X.375 PH. PN. SMS
76X38PPA
31
663/664
BUMP11tSHIM (.0300R.060)
41831
33
734
DOUBLE INTERLOCK (STD.), MONO.
69494
36
1007
GLAZING VINYL -3/l6
6T304
37
GLAZINGVINYI,-1/4
614GLK
38
CARDINAL XLIDGESPACER, S/16"STAINI3•SSSTI3.1.
39
3/16"TIMPIZtIDG1ASS
40
I!4" TEMPERED GLASS
42
645
ADD-0N STILE (OXO ONLY)
69112
45
755
1/2XIS18RI�IF.-ALUM
6755M
46
1214
1/2X1 ]/4RII•1F.-ALUM.
61214M
49
749
RI3TIFORC[•]vII2J1'SPRING CLIP
7BRKTM25
Sl
1040
MORTICEIACK(DIADIATCIi)
71040
52
1040.2
MORTICEIACK(DEAD LATCH) S.S.
71040X
53
CYI.INDI7t/HOUSINGASSY. ORT1C
70288K
54
1016
#8 X .625 PH. FL SMS
7858ZA
55
657
BACKINGPIATE(MORTICE)
41830N
56
1045
MORTICEIiANDLESET
71045
57
COVFRPIATE
7VT43
58
659
MORTICEfATCHICFIPFR
7SDSP5XI
60
1239
3/16" APPLIIDMUNTIN
68421
iTE]VI
PART
DESCRIPTION
PGT#
62
522
COTANIALINTFRSEC170N
41630
63
124
APPLIIDCOLONIALMUNTIN
66631
64
1240
1/16 X I FLATBAR
68926T52
66
754
TRACK CI1P GUIDE
41754B/VV
67
756
TRACK CUP COVER
6756B/W
68
#6 X 3!8 PP SMS I S$ SS
76X38PPAX
69
740
HOOKSTItIP (P-HOOK)
63713
70
71' A
HIGH-RISEIRACKADAPIIIt
69371
71
702
2-TRACK HEAD
68179
72
703B
2-TRACK EXTERIOR SILL
6703B
73
704
2-TRACK JAMB
68180
74
637
2-TRACK
68275
76
717
FIXID PANEL CLIP, TOP
7LA 13A
77
717B
FD® PANEL CLIP, BOTTOM
7717FPCA
78
646
FDQ•DPANII-BIlACKEI'
418I4
90
I136
#6X1/2PPSMS
76X12A
!Ol
736
LOCKSTI1.E,l.G.GLASS
60392
106
735
INTEIlLOCIC STD. I.G. GLASS
60393
111
618
TOP RAIL, I.G. GLASS
69088
I15
6l9
BOTTOM RAIL, I.G. GLASS
69089
l2l
T37
ASTRAGAL, I.G. GLASS
60394
130
5/8" I.G. GLASS; 3/16" Tf7v1PI3tFA
1/4" SPACE, 3116" TIMPIRID
131
1006
GLAZING VINYL-INSULATID GLASS
658GLK
134
745
DOUBLE INTERLOCK STD. I.G CLASS
60551
201
629
1 -TRACK HEAD, POCKET DOOR
68176
202
628
1-TRACK JAMB, POCKET DOOR
6628
203
666
OPT. SCREEN RAIL, POCKET DOOR
6139�4
204
627
1-TRACK SILL, FX'L'. POCKET' DOOR
68178M
208
631
3-TRACKIIFAD
681ffi
209
632
3 -TRACK JAMB
68183
210
633
3 -TRACK SILL, I7tT'. W/ SCREEN RAIL
68184M
211
613
ADI}ONTRACKHFAD
68187
212
614
ADl}ONTRACKFORFRAMEHFAD
68155
213
617
2-TRACKFRAMEJAMB,ADDAN
68I88
2l4
615
3 -TRACK SILL, ADD -ON
68189M
215
6l6
ADD -ON TRACK W/ SCREEN FOR SILL
68t90M
216
634
ADD -ON HEAD
68186
217
635
ADD -ON SILL
6819IM
218
638
LAW-RISE2-TRACKSlI1.17CTERIOR
68952M
220
636
1- TRACK SILL, INTERIOR
6ffi74M
222
671
LOW-RISE 1-TRACK SILL, FJCTFRIOR
60803M
225
732
HIGH-RISE TRACK ADAPTER
68313M