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I- Ili/ -4-
STUDS TO GIRT PER 23156.1
AALL ELEVATION
1811 _ ,i -0I.
24
56.1 JOI S 1 CONNECTED
- IN FIELD
5TL. JOISTS
WI6 BEAM DE516N ROOF J015T FOR A TOTAL LOAD OF 200 belAin. ft. IN ADDITION TO THE
WEIGHT OF THE JOIST ( 120 IbsAin. ft. LIVE LOAD ). DESIGN J015T FOR 400
Ib. CONCENTRATED LOAD ACTIN& AT ANY POINT ALONG THE BOTTOM CHORD IN
ADDITION TO THE UNIFORM LOAD. PROVIDE CAMBER FOR 40 IbsAin. ft. IN
ADDITION TO 01� I6HT Sff&t'1 ON
1 I /8" 11 -0II
�-- 318" x 1'-4" LONG It
(TOP 3 BOTT) 0
COLUMNS 0 BRACED
NOTE : FRAMES (GRID " E ")
ALL ITEMS NOT NOTED ARE
THE SAME AS 23
/ 5EGT I ON
..ice.... PLAN.
�i
NORTH i 1
OPP.
5
32.3
61W
DIAGONAL 2" ABOVE BASE
WELD TO COLUMN w/ 5/I6" H
EACH SIDE
n n
2 5RACEO F-RAM
TRU55
5
52.3
SIM.
10 IC
52.3 52
NAIL ROOF SHEATHIN6 TO 61-13 6 3/4" x Z
6LB d TO STUD WALL w/
6d 0 4" �\
' GLB 5 1 18" x a"
veuYaN x 4
I I
5TL. COL. 0�
BOTT. OF DIAGONAL 0
1011 -011. WELD TO COLUMN
w/ 3/16" WELD EACH SIDE
5ECT I ON
I OPPOSITE SIDE.
3/6" fE
pi 2x4 0 24" STUD WALL ON TOP OF 6LB TO
ROOF 5HEATHIN6 ABOVE. NAIL 1/2"
OX50ARD SHEATHING TO WALL w/ 8d O 6"
0 PANEL EDGES d w/ Sd 0 12" 0
INTERMEDIATE MEMBERS. NAIL BOTTOM
PLATE TO 6LB w/ I6d 0 6"
a
9 k 3O-o"
Q� AALL ELEVATION
V I/8 = 11-011
5EGTION
I I
3/411 = 11-00
NEW OPE
3/8" = I'-0"
Iv_" c/rL;Ill ` v
NINC IN EXIST
EXISTING STUDS
SECT 1 ON
( :2 3/4 - I -0
12" GMU FOR
5TL. COL.
TRUSS
2" 3" 2" 15/4" TYP.
2 -3/4"o EXTERIOR
GIRT ---_ 1 1 1 CORNER
A
3/16"x 3" WIDE STL. It's m
ABOVE 6 BELOW GIRT
3/4"0 A301 THRU BOLTS
BEAM, PERPENDICULAR
WALL OR GIRT 0 EXTERIOR
CORNER
SECT I ON
I11/2" = 11 -011
3/4 "0 A301 THRU BOLTS
ANGLE T' x 4" x 3/8" —
x O' -3" ABOVE AND
BELOW 61RTS
GLB
NON - SHRINK GROUT
I - 5/4"0 x 16" THREADED
ROD EMBEDDED IN
EPDXY IN 6ROUTED
GMU
GMU WALL
i
Foxiffelplij
G'
DIRE
ALL ITEMS ARE THE SAME AS 3/52.3 U.N.O.
(:4)- 5EGTION
11/2"= 11-0"
I COL. BELOW
I IN" All All I 1/'111
I WIND GIRT
I I
I
I 1
ENV OF
n T5 GIRT
I
I � �
-
I
I _
An.
17F TA I L
14 11/2" = 11 -011
16x31 -1011e n"
2 - 05's EXTEND 16" BEYOND
JAMB 0 EA. END
VENEER BOND BEAM UNIT. TERMINATE 0
SUPPORT a. JAMB EACH END
SEE PLANS
I - #' PROVIDE 5HORIN6 UNTIL MASONRY
d GROUT HAVE OBTAINED DE516N
5TRENGTH.
SECTION
I3/411 = 11 -0II
1
5EGTION
1142" = 1'-0"
GLULAM BEAM
SIDE F.
30-7 THRU -BOLTS
V/ 3/8" GAP PLATE
kTE 1/4" BEYOND
IR
SECTION
YII- �VLIV'{l Vfv {VL
5EGT I ON
U 4x6
5/8"O A301 STUD BOLTS
EXTERIOR WALL
FRAMING 0 CORNERS 5/8 "0 A5017 ANCHOR BOLT
BOTTOM PLATE
FLOOR LINE �
DOUBLE TOP PLATE
51MPWN HD2A
T =_= TOP d BOTT.
4xb
3OLT5
3/4 "(P A301
NAILS BOLTS ® 32" 5E G T I O N
FIN. FLOOR OL OL FIN. FLOOR
2xb
WIND GIRT 4x6
LOCATION OF PLATES ANGLES EXTERIOR a-,: 11WO A30'1 STUD BOLTS
FOER ICON INECTIO O END OF 61RT, CORNERS WeO(P x 2' -0" A30'7 THREADED ROD
GONT. WALL PLATES 2x6
BOTTOM PLATE
SIMP5
HDbA FLOOR LINE OL
II
II
3/4 "0 x b" LAG i I THREADED ROD MAY BE
SCREW 0 32" I I EMBEDDED IN HILTI GIGO
-' OR REDHEAD CERAMIC 6
EPDXY
II
II
u
SECTION "'f SECTION
I1 1/2" = 1' -0" I I 3/4" = I'-O"
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DATE:
Z PROJECT #: 94040.01
FILE: 21.5
919 -152
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1/411
1/4" THK. 5TL
K/ 2 3/4 "0 A
STL. TUBE COL. I
EXTEND GAP PL
SIDE PLATES
f
(
I
I
I WIND GIRT
I I
I
I 1
ENV OF
n T5 GIRT
I
I � �
-
I
I _
An.
17F TA I L
14 11/2" = 11 -011
16x31 -1011e n"
2 - 05's EXTEND 16" BEYOND
JAMB 0 EA. END
VENEER BOND BEAM UNIT. TERMINATE 0
SUPPORT a. JAMB EACH END
SEE PLANS
I - #' PROVIDE 5HORIN6 UNTIL MASONRY
d GROUT HAVE OBTAINED DE516N
5TRENGTH.
SECTION
I3/411 = 11 -0II
1
5EGTION
1142" = 1'-0"
GLULAM BEAM
SIDE F.
30-7 THRU -BOLTS
V/ 3/8" GAP PLATE
kTE 1/4" BEYOND
IR
SECTION
YII- �VLIV'{l Vfv {VL
5EGT I ON
U 4x6
5/8"O A301 STUD BOLTS
EXTERIOR WALL
FRAMING 0 CORNERS 5/8 "0 A5017 ANCHOR BOLT
BOTTOM PLATE
FLOOR LINE �
DOUBLE TOP PLATE
51MPWN HD2A
T =_= TOP d BOTT.
4xb
3OLT5
3/4 "(P A301
NAILS BOLTS ® 32" 5E G T I O N
FIN. FLOOR OL OL FIN. FLOOR
2xb
WIND GIRT 4x6
LOCATION OF PLATES ANGLES EXTERIOR a-,: 11WO A30'1 STUD BOLTS
FOER ICON INECTIO O END OF 61RT, CORNERS WeO(P x 2' -0" A30'7 THREADED ROD
GONT. WALL PLATES 2x6
BOTTOM PLATE
SIMP5
HDbA FLOOR LINE OL
II
II
3/4 "0 x b" LAG i I THREADED ROD MAY BE
SCREW 0 32" I I EMBEDDED IN HILTI GIGO
-' OR REDHEAD CERAMIC 6
EPDXY
II
II
u
SECTION "'f SECTION
I1 1/2" = 1' -0" I I 3/4" = I'-O"
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DATE:
Z PROJECT #: 94040.01
FILE: 21.5
919 -152
Cw
L
Q
Q 2,o3
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