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AT 12. O.C. MAX
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SEPARATION PER SCHEDULE
Y.-20 X Y.
S.S STUDS
AT 6. O.C.
T-EMBED LY1• MA%
ANCHOR PER AN I
SCHEDULE
PERANCP
SCHEDULE
2"x5" + "U" HEADER
BUILD-OUTF-TRACK
Z N.T.S. MOUNTING SECTION
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MAX
s
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SE no
PER SCHEDUEDULE
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e F-ANGLE TRACK
2 N.T.S. MOUNNNG SECTION
IN
FASTEN PANELS TO
HOSTSTRUMMOR
TO STUDDED ANGLE
(TOP B BOTTOM) AT
CORRUGATION VALLEY
CLOSEST TO LOANER
1 CORNER CLOSURE
a N.T.S. PIAN VIEW
1 le -�
�� IRA/A9R'
ST
EXISTING HOB
STRUCURE
/_1 WALL MOUNT CLOSURE
J N.T.S. PLAN VIEW
ANCHORS AT 12' O.C.
EXISTING HOST
BUILD -OUT
z CLOSURE
a N.T.S. MANVIEW
EXISTING HOST
STRUCTURE, TYP
118
r1•TD5'� rA1r
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1/2'MIN44 L1 4`
OVERLAP
ANCHORS AT 12' D.C. MR P-59p f OR LESS,
OR AT B` O.C. FOR P-SOPSY OR LESS (USE ANY
ANCHOR FROM ANCHOR SCHED)
a TRAP MOUNT CLOSURE
a N.T.S. PLAN NEW
SPAN SCHEDULE:
ALLOWABLE
MAX PANEL
PRESSURES
SPAN
0 9z
134.01n
3519
1.1N
Ps
11.11n
0
114.BIn
P
108. 11n
5 p
103.8In
__6TW
99A In
BS
95.5—In
p1
89.1 N
p
83.11n
80 pr
78.01n
49_r,rfl[fi7.T_x9 lj4w0 45t*s
1. SPANS SHOWN IN•SPAN SMEDULE•ABOVE
ARE MAXIMUM ALLOWABLE SPANS AT EACH
RESPECTIVE DESIGN PRESSURE. THIS SCHEDULE
MAY BE USED FOR ALL PANELS MOUNTED WITH ANY
COMBINATION OF EXTRUSIONS OR DIMMY TO
HOST STRUCTURE
S. TABLES ABOVE ARE VALID FOR PANELS
MOUNTED HORIZONTALLY OR VERTTCALLY.
PGSInVE
MAX
wsrAllAnans
wsTALIAl ONS
GESWN
PANEL
LESSTHANW
GREATFATNAN
LOAD
SPAN
ABGVEGRIDE
3WABOVEGRADE
0'd
Raa°
1.19•
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SBD•
1.70'
1117
RBB•
MI.
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40 PSF
82
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2.01•
10-0•
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1.9i'
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B.BO'
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MD.
613•
1.50•
Cd
123•
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B'-F
62l•
111
1A6•
]OP9P
rd
asp•
LB3°
eorsF
B•d
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1.ea'
GLASS SEPARATION
SCHEDULE NOTES:
1. ENTER GLASS SEPARATION SCHEDULE WITH
POSITIVE DESIGN. LOAD TO DETERMINE MINIMUM
ALLOWABLE SEPARATION FROM FENESTRATIONTO
BE PROTECTED.
2SCHEDULE IS REQUIRED FOR USE WITH
6MVE LOADS ONLY, FOR SPANS OR PRESSURES.
BETWEEN THOSE SHOWN, USE NEXT HIGHER
VALUE.
3. FOR INSTALLATIONS OUTSIDE ESSENTIAL
FACILME.S, AND OUTSIDE OFASTM WHID ZONE 4,
THE GLASS SEPARATION SCHEDULE IS NOT
REQUIRED AND NO MINIMUM SEPARATION. FROM
THE PROTECTED OPENING IS REQUIRED.
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CONN TYPE
cl C2 C3 G n
Spang Up To ll'd"
CONN TTE
C1 CS n U1 C5
H' ITW TAPCON B.S.
W11N ire MEN ENSUED
(9193p9 MW CONCJ
35
6.0"
12.0"
12.0"
12.0"
12.0"
6.0-
12.0"
12.0"
12A"
MWi
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12.0.
RE
12.0°
ILO"
45
6.0"
ILP'
12,0^
12.0"
MI
6,0"
12.0"
11.0^
12.0"
12.0"'
11.B^
12.0•
IL0"
12A"
55
6.0"
12.0"
12.0"
13.0°
13.0"
6.0"
13.0"
12.0"
13.0"
13.0"
11.4^
13.0"
I2.0^
11.0"
65
6.0"
12.0^
12A"
12.0'
11.0"
6.0"
1L4"
12.0"
120"
13.0"'
11.4"
12.0.
13.0"
I2.O'
80
60"
I2.0"
12.0"
13.0.
1L0.
6.0"
1L4"
I3.0°
11.0"
11.0"
IlA"11.D"
I2.0"
12.0"K
MTAMER S'G
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(3295pa1 MIN CENCI
*65
35
6A°
32A"
12A"
12.r
13.0"
CC'
32,0"
12.0"
12.0.'
12.0"'
12,0"
12,0°
12.0"12.P'RM
45
6.0'
11.0"
11,0"
13.0"
11.0.
6.0"
13.0"
12.0"
11.W
Lt..'
12.0"
12.P'
ILE
VIA-
55
6A"
12.0"
IS.O"
12.0"
12.0"
6.0"
13.0"
12A"
12.0°
120"
12.0^
12.0"
12.0"
12.0"8
6.0"
12.W'
12.0"
12.0°
12.0"
6.0"
12.0°
ILO"
12.W
12.0"
12.w
12.0"
I3.0"
II.0-
BO
6A"
12.0"
12.0"
12A"
12.0"
6.0"
12.0^
120'•
12.0"
12.0'•
12.V
12A"
12A"
12.0"Mt°
BUM FENAW PANELMATE
1N"MIN EMBED
MIN MNC)
35
6A"
13.0°
12.0"
12.0"
13A°
6.0"
12A"
12,0"
IA0"
12.0"
12.0"
11.0"
12,0"
12,0"WIDI
456.0"
55
6.0"
ILO"
12.0"
I2.0"
12.0"
12A•
ILO.
12.P'
12.0"
B.P'
6.0"
12.P'
12.0"
12.P'
12.0"
12,0"
12.C'
12.W"
S3.0°"
11.B"
11.3"
11.0°
12A'
12.0"
12.0"
]2.0"(3323ps1
II.0"
656.0°
12.0"
12.0.
12.W
12A"
6.0"
Mr
12.W
li.P'
12.0""
fIX
12A"
13,0"
12A"80
B.0^
12,W
I2.0"
12A•
12A"
60•
11.3"
120'
12.P'
12A""
11.3"
12A"
12.0"
12.0"
%-20 ALL MINES WU,-SET
W/3f•MM EMBED
(3000ps1 MW MNQ
.�. M1lFSB
35
6.0"
13.0"
12.0"
12.0°
120"
6.0'•
ILM'
12.0^
1Lo"
6.a^
12.0°
12A^
120"
12.0-
45
6.0"
13.0"
12.0"
13.0"
12.M
l ff
12.0"
12.0"
32.0"
11.0"
6.0^IF
12.0"
55
6,0°
12.0"
I2:0"
IIA"
II.0"
6.0"
11.2"
II.0"
11.9"
12.0"
6.0"
50.1"
12A"
10.3"
12A"
fi5
6.0"
12.0"
12.0"
12.0"
II.0"
fiA"
10.1"
12.0"
10.T'
12.D'
6.0"
10.1"
12.0"
IO.T'
12P'
I2A"
10A^
ILE
O
ANCHOR
Won
2-1/2° MIN EDGE DISTANCE
Spans Up 104'-0'•
MUN TYPE
tl tx n CA CS
Span a Up Te e'8"
LOAM TYPE
In I C2 0 1 CA C5
Spam Up To ll'-2"
CONN TYPE
cl u I C3 co I cS
M°TIW TAPCON SS.
WITH I%' MIN EMBED
�-
35
6.0"
12.V
12.0'
12.0"
1L0"
6.0"
5.3"
10.1"
5.6"
10.1"
6.0"
3.8"
7.9"
4.0"
7.9"
45
6.0^
12.0'
12.0"
120"
12.0"
6.0"
3.0"
7.9"
4.0'
7.9"
6.0"
6.1,
6A"
55
GP'
EV-
12.0"
9.0"
112.Vi
6.0°
3.0"
6A"
3.1"
6.9"
5.9"
5.9"
5.7"
65
6.0"
6.6"
11.8°
7.0"
11.0"
5.9"
5.9"
SA°
5.9"
5.9"
5r
80
6.0"
4.9°
1 9.6"
5.2"
9.6"
5.9"
5.9'
S.7"
5.9"
S.W.
5.7"
a^
q
O
H"THY TAMER EG
W/ li:° MEN EMBED
*
35
6.0"
12.0"
1L0'
MV
I2A"
6.0"
]2P
12.0"
12.0"
12.0"
6.0"
11.5.
12.0"
12.0"
12.0"
45
6A"
12.0°
12.0°
12.0"
12.W
6.0"
11.5•
ILO"
12.0"
11.0.
6.0"
8.4°
13.0,
8.9"
10_4"
55
6.0"
12.0"
I2.0`
13.0"
13.0"
6.0"
8.9"
12A"
9.5"
11.0-
6.0"
8.1"
12.0'
B.6"
10A"
65
6.0"
12.0"
12.0"
12.0"
12.0"
6.0"
8.1"
12.0"
8.6"
100-
6.0"
8.1.
12.0"
8.6.
10.0"
60
5.0"
12.0"
12.W
12.0"
12.0'
6.0"
8.1"
12.P'
8.6"
10.W
6.0'
8.1"
13.0°
8.6"
10.0"
t
T° M FEMALE PANEIHAn
W/IY4"MIN EMBED
B 3'MIN EDGE OISPANCE
35
6.0'
12.0"
12,0"
12.0'
12.0"
6A"
87"
12.0'
9X
12.U'
6.0"
6.2"
12.0'
6.6"
LEV
45
6.0"
ILY'
12.0"
12.0"
12.0"
6.0"
fi.1"
13.0"
6.6"
12A'
6.0"
4.5"
LO.O"
4.B°
9.5°
55
6.0"
I1.0"
12.0"
12.0"
12.0"
fi.0"
4.8"
10.6"
5.3"
]O.D"
6.0"
44"
97°
4.6"
9.2"
fi5
fi.0"
10.9"
R.0"
11.5"
fIA"
6.0"
4.6"
9J"
4.6•
9.2"
6.0"
4.4"
9J"
4.6°
9A"
80
6.0"
8.1"
12.0"
8.6"
12.0"
Go"
4.9"
9.T'
4.6"
9.2"
6.0-
4.4"
9.T'
4.6°
9.2°
1;-20 ALL POINTS SOL D-SET
WTIMYf MINMBFD
,*, gAi111
'i'W�
35
G.A.
12.0"
11.P'
12.0"
12.0"
6.P'
12.P'
13.0"
11.0'8.9"
I3A"
9.6"
13A"
45
Co
12.0"
12.W
2
13.0"
fiA"
8.9"
11.0"
9.5"
12.0"
6.0"
6.5"
I20"
fi.9"
f2.0"
55
fiA"
T2.w
I2.0"
13.0"
11.0"
6.0"
6.9°
12.P'
7A"
EA'
6.0"
6.3"
IIR'
6.7-
11.9"
65
6.0"
12.W
T2.W
12.0"
13.0"
11"
6T'
31.9"
6.P'
6.3"
]2A°
6A"
11.9"
BO
6A"
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32.0"
12.0"
32.0"
6.0"
6.3"
120"
fiA"
11.9"
6.0"
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6.7"
11.9"
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ANCHOR
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3/4° MIN EDGE DISTANCE
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CONN TYpE
CI C2 n C9 CS
Spans Up TO V-8"
CONN TYPE
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➢• ITVY TAPEON S.S. OR
614 WOOD BMW
W/ I%' MIN EMBED
35
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12.0"
13.0"
120'
22.0"
16.0 -
12.0"
120"
12.0'
11.W
6.0"
12.0"
12.V
12.0"
12.0"
45
6.0"
12.0"
12.0"
1i.0"
12.0"
6.0"
12.0'
12A"
12.0"
lI.V
6A"
12.0"
12.0^
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11.4"
55
6.0°
12.0'
12.0"
12.D'
13.0"
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12.0"
12,0"
12.0"
12,0"
Cr
12.0"
120.
lix.
11.1"
65
6.0"
12.0°
12.0"
12.0'
12.0°
6.0"
12.0"
12.0"
ll.1"
SI.1"
6.0"
12.0"
12.D'
11.1'1
11.11•
60
6.0"
13.0"
Ii.O'
II.0"
]i.0"
8.0"
12.0"
12.0"
11.1"
11.1"
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12.0"
12.0"
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11.1"
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3
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W/ 1W MIN ENSUED
*
35
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12.0"
6.0"
12.0"
13.0"
12.0"
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12.0"
12.0"
12.0"
12.0"
45
6.0"
12.V-
12.D"
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12.0"
12.0"
12.0"
12.0"
6.0"
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12.0"
120"
MW
55
6.0"
12A'
12.0"
12.0"
12.0"
6.0"
12.0"
12.0"
12.0"
13.0"
6.0"
I3.0"
12.0"
12.0"
12A"
fi5
6.0"
12.V
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11.0"
12.0"
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12.0"
12.0"
12.0"
12.0"
6.0"
12.0"
12.0"
12.0"
12D.-
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12.0"
12.0"
12.0"
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12.0"
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12.0"
12.0'
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H'LAGSCRffW
WITM I%' MIN EMBED
35
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12.0^
12.0"
6.0'
12.0"
12A"
12.0"
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13E
]0.8"
10.8"
45
6.0"
12A•'
12.0"
12.0"
12.0"
6.0"
12.0"
12.0"
10.8"
10.8"
fi.0"
12.0'
II'.0'•
BA"
BA"
55
6.0"
12.0°
12.0"
12.0"
12.0"
5.0"
12.0"
12.0^
0.8"
0.8"
fi.0"
120"
12.0"
8.1"
8.1"
69
6.0^
I2A"
12.0°
12A'
12.0"
6.0"
12.0'
12.0•
8.1"
0.1"
6A"
12.0°
32.0"
8.1"
B.1"
e0
6.0^
1z.0^
120"
120^
120^
6.0^
12.0"
I20"
8.1"
8.3"
6.0••
SLO^
1L0"
B,I"
Ba^
ANCHOR NOTES:
1. TIWTAPCONSSHALLBE410S,S,MW,ALLOTHERMMOM
LISTED HEREIN SHALL BE IN IN ACCORDANCE WITH
MANUFARURERS' SPECIFICATIONS.
2. TAPCONS SHALL BE MANUFAMRED BY TTW. °EL.M
PANELMATE° ANCHORS FOR USE IN CONOREIE OR HOLLOW BLOM
SHALL BE FEMALE ONLY.
3. ENSURE MINIMUM 2-1/2° EDGE DISTANCE FORALLANC'HORS
TO NON-CMMED CONCRETE RTO HOLIDW BLOCK, UNIESS NOTED
OTHERWISE.
4. WHERE ARMORS FASTENTO NARROW FACE OFSTUD
FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2K
ANCH FOOD STUD
(iWOODF.314-EDGE DISTANCE IS ACCEPTABLE FOR
STOS. WOOD HOST STRUMU SHALL BE 'SOUTHERN PINE°
G-0.55 OR GREATER DENSITY.
6. MINIMUM EMBEDMENTSHALL BE AS NOTED IN ANCHOR
SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES
S CCO, FOAM, BRICK, AND OTHER WALL FINISHES.
7, WHERE SKIS ENG STRU=RE 15 WOOD FRAMERS, EfOSTING
CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO
ADEQUATE WOOD FPMIING MEMBERS, NOT INTO PLYWOOD.
11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/1'
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER
A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWAU( BOLT")
U.N.O.
12. ® OESIGMTES ANCHOR CONDITIONS WHICH ARE NOT
ACCEPTABLE MR USE.
13. DESIGNATES ANCHORS WHICH ARE REMOVABLE AND
MAY BE USED FOR DIRER MOUNT INSTALLATIONS.
i
2
S.1