HomeMy WebLinkAboutProducts Review; Aluminium Bifold Door (Impact)SERIES BF1199A, IMPACT -RESISTANT, ALUMINUM BIFOLD DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS
(CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI
MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4" SHIM SPACE FOR GROUT WHICH 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, COMPLYING WITH THE FBC.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH TO ACHIEVE THE, EMBEDMENT SHOWN ON TABLE 3, SHEET 2. NARROW JOINT SEALANT IS USED ON
ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALING%FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS.
7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM.
8) 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
(INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE.
TABLE 1A
Design
Pressure (lbslft2) for Glazing with a PVB Interlayer (Glass Types 1, 4 & 7)
Frame
Panel Width
Height
22'
30"
35"
36'
42"
48"
80"
+65/-70
+65/-70
+65/-70
+65/-70
+65/-70
+65/70
90"
+65/-70
+651-70
+65/-70
+651--70
+651--70
96"
+65/-70
+651-70
+65/ 70
+65/-70
+65/-70
105"
+65/-70
+65/-70
+57.2/-61.6
+55.81-60.1
120"
+57.5/-62
+43.51-46.8
132"
+43.1 /-46.4
+32.5/ 35
144"
+33.11-35.7
ADDITIONAL WATER INFILTRATION RESTRICTIONS MAY APPLY, SEE FIGURE A.
TABLE 1 B:
Design Pressure (ibs/ff) for Glazing with an SG Interlayer (Glass Types 2, 3, 5, 6, 8 & 9)
Frame
Panel Width
Height
27
30"
35"
36"
42"
48"
80"
+65/-70
+65/-70
+65/ 70
+651-70
+65/-70
+65/ 70
90"
+651--70
+651-70
+65/ 70
+651-70
+65/-70
+65/ 70
96"
+65/-70
+65/-70
+65/-70
+65/-70
+65/-70
+651-70
105"
+65/-70
+65/-70
+65/70
+65/-70
+65/-70
+65170
120"
+651-70
+65/-70
+65/-70
+65/-70
+65/-70
132"
+65/-70
+65/-70
+56.9/-61.3
+55.5/-59.8
144"
+65/-70
+50.2/-54.1
+43.61-47
ADDITIONAL WATER INFILTRATION RESTRICTIONS MAY APPLY, SEE FIGURE A.
TILE
SEE SHEET 2 FOR HEAD & SILL CLUSTER
ANCHOR QUANTITY AND SPACING
SEE 81' MAX.
DETAIL H, 6" MAX
SHEET 8 __
I
L. J
SEE TABLES
1A&1BFOR
SIZE
LIMITATIONS
I
SEEJ
DETAIL 1,
SHEET 8
_F
36"
MAX.
O.C.
i-
6." MAX.
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1A & 1 B,
THIS SHEET
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
4-3/8" MAX. FROM
TOP OF PANEL
4 HINGES
FOR DOOR
HEIGHTS
OVER 96",
OTHERWISE 3
HINGES
REQUIRED.
SEE SHEET 3 FOR
4-318" MAX. FROM SEE TABLES 1A HEAD & SILL
BOTTOM OF PANEL & 1 B FOR SIZE CORNER CLUSTER
LIMITATIONS ANCHOR QUANTITY
AND SPACING
TYP. UNIT, CLOSED POSITION, EXT. ELEVATION
RE A:
OPTIONAL 90°
CORNER
CONFIGURATION,
SEE DETAIL F
SEE SHEETS & 7.
(G SIM.), SHEET 7
OUTSIDE CORNER
SHOWN, MAYBE
f
OH LENGTH
r-
-
-
MULTIPLE PANELS
E
AND/OR INTEROR
7
I -
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L J
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OH RATIO MUST BE
L SEE DETAIL A,
,
DETAIL C,
EXTERIOR
T
1.0 OR GREATER
SHEET 5
SHEET 5
SHEET 5
2 �
G oI
TYP. UNIT,
CLOSED POSITION, X-SECTION
JAMB HINGE
STILE
OH LENGTH
OH RATIO =
OH HEIGHT
CONFIGURATIONS WITH EITHER AN INSIDE
CORNER OR ADA/FLUSH SILL (SEE DETAIL 12)
JAMB HINGE
ON -TRACK
NON -ACTIVE
ARE NOT RATED FOR WATER INFILTRATION
STILE
HINGE STILE
MEET STILE
AND MUST ONLY BE USED WHERE RATED
WATER RESISTANCE IS NOT REQUIRED OR
WHEN THE DOOR IS PROTECTED BY AN
OVERHANG COMPLYING WITH THE CURRENT
EXTERIOR
FLORIDA BU ING CODE (SEE DIAGRAM).
OUT -FOLDING
ACTIVE
HINGE STILE
MEET STILE
DLO WIDTH = PANEL WIDTH - 6-1/2" TYP. UNIT, OPEN POSITION, X-SECTION
DLO HEIGHT = FRAME HEIGHT- 11-1/16"
A) ADDED CORNER
DOOR DETAILS
JR - 04/06/20
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No. 58705 =
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TONAL
A LYNN MILLER, P.E.
P.E.# 58705
6"
2" 2" 2" TYP: —► 2" TYP. 2" TYP. 2" TYP. 2" TYP.
0 o 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0
3-3/1
4-114"
0 0 TYP 0 0 0 0 0 0 6 0 0 0 0 0 0 0
HEAD & END ANCHOR 3-ANCHOR 4 ANCHOR 5-ANCHOR 6-ANCHOR 7-ANCHOR 8-ANCHOR
STD. SILL PATTERN CLUSTER PATTERN CLUSTER PATTERN CLUSTER PATTERN CLUSTER PATTERN CLUSTER PATTERN CLUSTER PATTERN EXTERIOR
ND .
TART F 9-
Min. Quantity of Anchors at Jamb & Head/Sill Cluster
Frame
Anchor Location
Anchor
Panel Width
122"
Height
on Frame
Group
1 30"
35"
1 36"
42"
48"
80"
Head & Sill Cluster
A
3
3
4
4
4
S
Jamb .
3
3
3
3
3
3
Head & Sill Cluster
B
3
3
3
3
3
4
Jamb
3
3
3
3
3
3
90"
Head & Sill Cluster
A
3
4
4
1 4
1 5
6
Jamb
3
3
3
3
3
3
Head & Sill Cluster
B
3
3
3
3
4
4
Jamb
3
3
3
3
3
3
96"
Head & Sill Cluster
A
3
4
4
5
5
6
Jamb
3
3
3
3
3
3
Head & Sill Cluster
B
3
3
3
3
4
4
Jamb
3
3
3
3
3
3
105"
Head & Sill Cluster
A
3
4
5
5
6
6
Jamb
3
3
3
3
3
4
Head & Sill Cluster
B
3
3
4
4
4
5
Jamb
3
3
3
3
3
3
120"
Head & Sill Cluster
A
4
5
5
6
6
Jamb
3
3
3
3
4
Head & Sill Cluster
B
3
3
4 1
4
5
Jamb
3
3
3
3
3
132"
Head & Sill Cluster
A
4
5
5
5
Jamb
4
4
4
4
Head & Sill Cluster
B
3
4
4
4
Jamb
4
4
4
4
1,44„
Head & Sill Cluster
A
1
4
4
4
Jamb
4
4
4
Head & Sill Cluster
B
3
3
3
Jamb 1
4
4
4
DLO WIDTH = PANEL WIDTH - 6-1/2"
DLO HEIGHT= FRAME HEIGHT - 11 -1/16"
NOTES:
1) ANCHOR CLUSTER PATTERN IN THE HEAD AND SILL IS TO BE
CENTERED ON THE MEETING POINT OF THE 2 PANELS.
2" TYP.
HEAD &
STD. SILL
2" TYP.
SPLICE
4"
SPLICE 21
0 o o_ i
4-1/4"
0 10 TYP.
4-ANCHOR 6-ANCHOR SPLICE
SPLICE PATTERN, ALSO PATTERN, ALSO USED FOR
USED FOR 3 ANCHORS 5 ANCHORS
O O
FLUSH
(ADA) ANCHOR PATTERN
SILL AT CORNER
TAR[ F 3-
8-ANCHOR SPLICE
PATTERN, ALSO USED FOR
7 ANCHORS
4" TYP. 4" TYP.
1:::� � ---1. 4"
0 0 0 0 0 o 0
3-ANCHOR CLUSTER EXTERIOR
PATTERN; 4 -8 ANCHOR 4-ANCHOR SPLICE PATTERN, ,.I-L,
CLUSTER SIMILAR 6 & 8 ANCHOR SPLICE SIMILARV/
Min.
Min.
Anchor
Anchor Type
Frame
Substrate
Edge
Embedment or
Group
Member
Metal
Distance
Thickness
Southern Pine (SG = 0.55)
9/16"
1-3/8"
#12 Steel SMS (Gr. 5) or
6063-T5 Aluminum
3/8"
0.071"
18-8 SS SMS
All
A36 Steel
3/8"
.050"
Steel Stud, Gr. 33
3/8"
0.045" (18 Ga)
A
1/4" Elco Ultra.Con® or
All
Southern Pine (SG = 0.55)
1"
1-3/8"
1/4" 410 SS Elco CreteFlex®
1/4" Elco UltraCon®
All
Concrete (min. 2.85 ksi)
1"
1-3/8"
Jamb
Hollow or Grout -filled CMU (ASTM C90)
1"
1-1/4"
1/4" 410 SS Elco CreteFlex®
All
Concrete (min..3.35 ksi)
1"
1-3/4"
1/4" Elco UltraCon®
All
Concrete (min. 2.85 ksi)
1-3/4"
1-3/8"
Jamb
Hollow or Grout -filled CMU (ASTM C90)
2-1/2"
1-1/4"
B
All
Concrete (min. 3.35 ksi)
1-3/4"
1-3/4"
1/4" 410 SS Elco CreteFlex®
Jamb
Hallow or Grout -filled CMU (ASTM C90)
2-1/2" 1
1-1/4"
1) ALL ANUHUR HEAU IYFIzS ARt ANYLIC:AULt.
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
I"
6" MAX.
FROM
CORNER
6" MIN./
36" MAX.
O.C.
EXTERIOR
a
6" MAX.
FROM
CORNER
JAMB
ANCHOR
PATTERN
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SOT. STATE OF [L:
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A. LYNN MILLER, P.E.
P.E.# 58705
INTERIOR
4" TYP.
HEAD &
STD. SILL
INTERIOR
1
4.63" TYP.
O
4.25" TYP.
INTERIOR
4.25" TYP. 4" TYP.
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1.163"
INTERIOR
4.25" TYP. 4" TYP.
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4.18" TYP. 4.18" TYP.
O O O
2" TYP. 2" TYP.
HEADEXTERIOR STDA81&L EXTERIOR STD. SILL
4-ANCHOR 6-ANCHOR
CLUSTER PATTERN CLUSTER PATTERN
OUTSIDE CORNER CLUSTER PATTERNS
INSIDE CORNER CLUSTER PATTERNS
HEAD & V\> HEAD &
STD. SILL INTERIOR STD. SILL INTERIOR
2" TYP. 2" TYP.
O _ O
4.63" TYP. 4.63" TYP.
O O
0 0
4.25" TYP. 4.25" TYP. -�
4" TYP.
EXTERIOR
121
4-ANCHOR
CLUSTER PATTERN
4" TYP.
EXTERIOR
121
6-ANCHOR
CLUSTER PATTERN
E
E
i.
4.25" TYP.
4.18" TYP.
O O
2" TYP.
EXTERIOR
8-ANCHOR
CLUSTER PATTERN
HEAD &
STD. SILL
2" TYP.
O O
O O
O
4" TYP.
EXTERIOR
O
8-ANCHOR
CLUSTER PATTERN
TARI F A-
Min. Quantity of Anchors at Comer Cluster
Frame
Height
Anchor
Location on Frame
Anchor
Group
I
Panel Width
2Z-
1 30"
1 35"
36"
42"
48"
.80"
Head & Sill
A
4
4
4
4
4
6
B
4
4
4
4
4
4
90"
Head & Sill
A
4
4
4
4
6
6
B
4
4
4
4
4
4
96,
Head & Sill
A
4
4
4
6
6
6
B
4
4
4
4
4
4
106'
Head & Sill
A
4
4
6
6
6
6
B
4
4
4
4
4
6
120"
Head & Sill
A
4
6
6
6
6
B
4
4
4
4
6
132"
Head & Sill
A
4
6
6
6
B
4
4
4
4
144"
Head & Sill
A
4
4
4
B
4
4
4
DLO WIDTH = PANEL WIDTH - 6-1/2"
DLO HEIGHT = FRAME HEIGHT -11-1/16"
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No.58705
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A. LYNN MILLER, P.E.
P.E.# 58705
7116" NOM.
GLASS STACK
3/16" AN GLASS
.090" PVB OR SG 3/16" AN GLASS
INTERLAYER
!R—
@)OR 23
EXTERK
A
19 OR
GLASS TYPE 1 (WITH PVB)
GLASS TYPE 2 (WITH SG)
1=1/16" NOM.
— GLASS STACK
1/4" TP GLAS .090" PVB OR SG
3/8" AIRSPACE INTERLAYER
3/16" AN GLASS- AN GLASS
GLASS TYPE 7 (WITH PVB)
GLASS TYPE 8 (WITH SG)
70-
SGLASS
STACK
3/16" HS GLASS
.090" SG 3116" HS GLASS
INTERLAYER -- t
33 Y 50
22 OR 23 13/16" NOM. GLASS
BITE, ALL
OR 18
GLASS TYPES
'19 OR
19 OR
ORS
X
GLASS TYPE 3
1�1-1/16" NOM.
GLASS STACK
1/4" TP GLAS .090" SG
3/8" AIRSPACE INTERLAYER
3/16" HS GLASS 3/16" HS GLASS
36
50
70
GLASS TYPE 9
ORS
�r1" NOM.
GLASS STACK
3/16" TP GLAS 090" PVB OR SG
318" AIRSPACE INTERLAYER
3/16" AN GLASS,_-�3/16" AN GLASS
GLASS TYPE 4 (WITH PVB)
GLASS TYPE 5 (WITH SG)
TART F 5-
}� 1" NOM.
I r GLASS STACK
3116" TP GLASS— .090" SG
3/8" AIRSPACE INTERLAYER
3/16" HS GLASS ----3/16" HS GLASS
GLASS TYPE 6
70-
Glass
.type
Description (Listed from Exterior to Interior)
1
3/16" AN, .090" PVB, 3/16" AN
2
3/16" AN, .090" SG, 3/16" AN
3
3/16" HS, .090" SG, 3/16" HS
4
V LIG: 3/16" TP CAP, 3/8" AIRSPACE, 3/16" AN, .090" PVB, 3/16" AN
5
1" LIG: 3/16" TP CAP, 3/8" AIRSPACE, 3/16" AN, .090" SG, 3/16" AN
6
V LIG: 3/16" TP CAP, 3/8" AIRSPACE, 3/16" HS, .090" SG, 3/16" HS
7
1-1/16" LIG: 1/4" TP CAP, 3/8" AIRSPACE, 3116" AN, .090" PVB, 3/16" AN
8
1-1/16" LIG: 1/4" TP CAP, 3/8" AIRSPACE, 3/16" AN, .090" SG, 3/16" AN
9
1-1/16" LIG: 1/4" TP CAP, 3/8" AIRSPACE, 3/16" HS, .090" SG, 3/16" HS
AN = ANNtALUJ
HS = HEAT STRENGTHENED
TP TEMPERED
PVB = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC.
SG = .090" SENTRYGLAS0 INTERLAYER BY KURARAYAMERICA, INC.
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A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR T1
EMBEDMENT AND El
DISTANCE PER SUBSTRE
SEE TABLE 3, SHEI
El
DIST
EMI
INSTALL).. .
ANCHORED THROUGH FRAME AND 1X
DETAIL A
DETAIL B
DETAIL D
ANCHOR TYPE,
EDMENT AND EDGE
ANCE PER SUBSTRATE,
TABLE 3, SHEET 2
'E
IENT
E2
DIRECTLY INTO SUBSTRATE
NOTES:
SEE DETAIL A SEE DETAIL C 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS
THIS SHEET THIS SHEET PER TABLE 3, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED.
EXTERIOR 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT
j� MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS
�J (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
SEE DETAIL B SEE DETAIL D INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
THIS SHEET THIS SHEET
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A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 6:
DETAIL E
SEE DETAIL A, SEE DETAIL E, SEE DETAIL A,
SHEET 5 THIS SHEET SHEET 5
RIOR
NOTES:
1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 3,
SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED.
2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE
INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
ITEM
PGT PART#
DESCRIPTION
MATERIALS
1
21001
Frame Sill
6063-T6
2
21004
Frame Jamb
6063-T6
3
21000
Frame Head
6063-T6
4
21002
Frame Flush Sill (ADA)
6063-T6
5
21009
Panel Bottom Rail
6063-T6
6
21010
Panel Stile
6063-T6
7
21008
Panel Top Rail
6063-T6
8
21005
1-3/4" Sill Riser/Frame Adapter
6063-T6
12
21007
Standard Sill Corer
6063-T6
13
21006
Groove Corer
6063-T6
15
21011
Double Door Astragal
6063-T6
16
23025
Corner Stile
6063-T6
17
21016
Bevel- Interior Bead
6063-T6
18
21013
Square Interior Bead
6063-T6
19
21015
IG Bevel Bead
6063-T6
20
21012
IG Square Bead
6063-T6
22
21017
LAM[ Bevel Bead
6063-T6
23
21014
LAMI Square Bead
6063-T6
30
21047
C-Fold gasket
Vinyl
31
21044
Panel Meeting Gasket, #3008
Vinyl
32
61226D
Beading Bulb Weatherstrip
Vinyl
33
Setting Block, 0.25"
EPDM
34
21042
.625" Fin Weatherstrip @ Sill
3.5
21043
.187" x .400" Fin Wstp. c@ Header
36
21046
Small Glz. Leg Weatherstrip
Vinyl
37
21045
Large GIz. Leg Weatherstrip
Vinyl
41
varies
Hinge Fastener Kit
SS
43
varies
Active Handle Kit
46
21038
Double Guide Hinge Assembly, top
SS
47
21037
Double Roller Hinge Assembly, bottom
SS
48
varies
Hinge Assembly Kit, w/o Handle
SS
49
varies
Hinge Assembly Kit, w Handle
SS
50
varies
Backbedding (Dow 791, 983, Sika 552 or RGS 7700)
51
21041
Assembly Screw, #10 x 1-1/4" PH SDS
SS
70
varies
Kommerling Kodispace 4SG TPS
varies
71
varies
Quanex Super Spacer
varies
72
varies
Metal IG Spacer
varies
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P.E.# 58705
HEAD &
STD. SILL
1
ALLOWABLE D
"LEFT -SIDE"
CONFIGURATIONS
ALLOWABLE
"RIGHT -SIDE"
CONFIGURATIONS
11"
3
5
7
EXTERIOR
OUTSIDE HVHZ:
UNLIMITED NUMBER OF
PANELS PROVIDED MAXIMUM
PANEL SIZE IS NOT EXCEEDED.
INSIDE HVHZ:
UNLIMITED NUMBER OF
PANELS PROVIDED MAXIMUM
FRAME SQUARE FOOTAGE OF
428. FT` IS NOT EXCEEDED.
INTERIOR
ALLOWABLE
"RIGHT -SIDE"
CONFIGURATIONS
5
7 7
5
3
ALLOWABLE
"LEFT -SIDE"
CONFIGURATIONS
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A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCH
EMBEDMENT A
DISTANCE PER SUE
SEE TABLE 3.,
INSTALLATION
OPTION 1.
ANCHORED THROUGH
FRAME AND 1X
BUCKSTRIP INTO
SUBSTRATE
1 /4" N
D ETP
DETAIL
INSTALLATION
OPTION 2
ANCHORED THROUGH
FRAME DIRECTLY INTO
SUBSTRATE
TYP. ANCHOF
EMBEDMENT ANC
DISTANCE PER SUBS
SEE TABLE 3, S
OUT -FOLD WITH STANDARD SILL
TYPICAL CONFIGURATIONS (OTHER SIMILAR CONFIGURATIONS ARE ACCEPTABE)
1 2 3 3-1
3-3 5 5-1
7 7-1
7-3
OUTSIDE HVHZ:
UNLIMITED NUMBER OF PANELS PROVIDED
7-5 MAXIMUM PANEL SIZE IS NOT EXCEEDED.
INSIDE HVHZ:
UNLIMITED NUMBER OF PANELS PROVIDED
- - 7-7 _ - -- MAXIMUM FRAME SQUARE FOOTAGE OF 428
FTz IS NOT EXCEEDED.
NOTES:
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS, FOLLOW EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE
REQUIREMENTS PER TABLE 3, SHEET 2.
ANY INSTALLATION OPTION SHOWN MAY
BE USED. ALL ANCHOR HEAD TYPES ARE
ALLOWED.
2) ALL WOOD BUCKS LESS THAN 1-1/2"
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD..
RENT
DISTANCE
DETAIL 12
EXTERIOR
a
INSTALLATION
OPTION 3
ANCHOREDTHROUGH
FRAME DIRECTLY INTO
FITTED SUBSTRATE
T EDGE DISTANCE
FRAME
HEIGHT
EMBEDMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3; SHEET 2
OUT -FOLD WITH ADA, FLUSH SILL
(NOT RATED FOR WATER INFILTRATION)
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5.000"
5.000" � 5.000" -t•--
.150" t
1.381"
1.323" .075" 011
1.323"
11 093" .150"
.125"
1.704"
OFRAME STANDARD SILL O FRAME JAMB O 3 FRAME HEAD 4n FRAME FLUSH SILL
5.502"
�- 3.188"
OPANEL BOTTOM RAIL
. � 1.102"
.807"
.055"
G1-3/4" SILL
RISER
3.250"
3.228"
OPANEL STILE
1.281"
C- .770"
12 STANDARD SILL
COVER
1.080'
�.336"
GROOVE
13 COVER
3.000"
3
OPANEL TOP RAIL
1.180"
1.233"
.055"
15 DOUBLE DOOR
ASTRAGAL
TAR[ F 7-
Anchor $ Substrate Material Properties
Material
Min. Fy
I Min. F„
Steel Screw
92 ksi
120 ksi
1.8-8 Screw
60 ksi
95 ksi
Elco UltraCon®
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
1 22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
1 45 ksi
3:672"
7ff A
.125" - 3.480"
16 CORNER STILE
.955"
-►{ .955" 900" .900" 1.525" 1.525" �{
.055"
055" )7 1.228" 045" 1.228" 1.228" .045" 1.228" 1.163" 1.163"
.0551,
7
17 BEVEL OVER
18 COVERSQUARINT. S
IG BEVEL BEAD 20 IG SQUARE BEAD 22 LAMI BEVEL BEAD 23 LAW SQUARE BEAD
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A. LYNN MILLER, P.E.
P.E.# 58705