DENOTES GRIDLINE
(DIMENSIONS FROM THESE
GRIDLINES ARE CRITICAL)
JOISTS AND
RAFTERS
FLUSH WD BEAMS
AND GIRDERS
WOOD BEAMS
UNDER FRAMING
STEEL BEAMS
NOTE
ADDITIONAL STUDS ARE REQ.’D FOR
CONCENTRATED LOADS AND ARE
NOT CALLED OUT ON THE FRAMING
PLANS
THIS DRAWING IS ONLY A SCHEMATIC
DIAGRAM OF THE
FRAMING. MANY FRAMING MEMBERS
ARE NOT SHOWN. SOME
EXAMPLES ARE AS FOLLOWS: (NOT
ALL INCLUSIVE EXAMPLE
LIST)
SOME RIM JOSTS ARE SHOWN BUT NOT
ALL.
CURVED AREAS DO NOT SHOW ALL
BLOCKING OR FRAMING
REQUIRED.
MOST BLOCKING AND BRIDGING IS
NOT SHOWN
THE TERMINATION AND EXACT LENGTH
OF EACH MEMBER
MUST BE VERIFIED WITH SPECIFIC
CONDITIONS IN THE
FIELD.
BLOCKING AND OR ADDITIONAL FLOOR
JOISTS FOR FIRST
FLOOR WALL SUPPORT ARE NOT
SHOWN.
ALL WORK TO COMPLY STRICTLY WITH
I-JOIST MANUFACTURES
RECOMMENDATIONS
COORDINATE PLACEMENT OF FLOOR
JOISTS THAT ARE NEAR THE
RIM JOIST AREA WITH THE
INSTALLATION OF INSULATION.
BLOCK SOLID WITHIN FLOOR FRAMING
BELOW POSTS.
ALL BEAMS TO BEAR ON WALLS BELOW
UNLESS OTHERWISE
NOTED.
CAREFULLY INSTALL I-JOISTS
TIGHTLY TO CONCRETE BLOCK
WALLS WHERE CONCRETE BLOCK RISES
ABOVE FLOOR JOISTS.
COMPLETELY GLUE ENDS OF ALL
JOISTS AT THIS ABBUTTMENT.
(LATERAL EARTH LOADS ARE
TRANSFERRED THROUGH THE FLOOR
JOISTS AND PLYWOOD SHEATHING)
JOIST HANGER SYMBOL
INDICATES POST OR BEAM HOLDOWNS
USP PHD5 w/ 5/8" x 16" A. BOLT
& THRD. ROD EXTENSION w/
COUPLER. 2 - #4 VERT. REBAR
DWLD. TO FTG.
POST/COLUMN SYMBOL
BEARING PLATE SYMBOL
INDICATES VERTICAL REBAR
INDICATES 4 - USP MSTA24
STRAPS AT WALL CORNERS
TO FLOOR FRAMING OR
WALL BELOW
" LV
L2
12 - 9
" LV
L2
12 - 9
-A
LIG
N W
/ W
ALL A
BO
VE
" LV
L2
12- 9
" LV
L2
12 - 9
" LV
L2
12 - 9
-A
LIG
N W
/ W
ALL A
BO
VE
" LV
L2
12- 9
4 - 2
x6
4 - 2x6
D.FIR T
OP PL.
D.FIR TO
P PL.
2 - 2
0"
LV
L
9 1/2"
TJI’s @ 1
9.2
" O.C.
2 - 18" LVL UPTURNED
40 P
SF L.L.
115 P
SF D.L.
w/ H
AN
GE
RS
9 1/2"
TJI’s @ 1
9.2
" O.C.
BOTTOM FLUSH3 - 2
x4 PO
ST
CONT.
2 - 9 1/2"
LV
L
@ 16" w/ HANGERS
2 x 12 STRINGERS
@ 1
6"
w/ H
AN
GE
RS
2 x 1
2 S
TRIN
GE
RS
2 - 2x8 HDR.
� �
��
CONT.
CONT.
4- 2x4 P
OST
SU
PE
RIM
PO
SE
D
x 19’-0" - FLUSH
2 - 20" LVL
9 1/2"
TJI’s @ 1
9.2
" O.C.
@ 1
9.2
" O.C.
9 1/2"
TJI’s
HDR BELOW
2 - 2x10
2 - 2x10
" LVL212 - 9
POST A
BOVE
POST A
BOVE
DOUBLE SILL PLATEPLATE (TYP.)
SINGLE SILL
POST A
BOVE
POST A
BOVE
@ 1
9.2
" O.C.
" TJI’s
21
9
�
�
�
�
GIR
DE
R T
RU
SS
GIR
DE
R T
RU
SS
POST A
BO
VE
POST A
BO
VE
POST
S ABO
VE
POST A
BOVE
POST A
BOVE
POST A
BOVE
W 18 x 60
CO
L. A
BOVE
CO
L. A
BOVE
CO
L. ABO
VE
W14 x 22 w/ WEB STIFFENERS @COL. & EA. END
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
POST A
BOVE
2 - 20" LVL x 19’-0" - SEE DETAIL 2a/A4.1
24"
GIR
DE
R T
RU
SS
w/ A
DJ.
STEEL B
EA
M
W8x40 T
OP-FLU
SH
24"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
24"
G.
TR
USS A
LIG
NE
D w/ E
XT.
FA
CE O
F P
OSTS
24"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
16"
DR
OPPE
D G
IRD
ER T
RU
SS
16"
DR
OPPE
D G
IRD
ER T
RU
SS
A4.32
2- #4 REBAR - SEE
8"x14" BOND BM. w/
CHASEMECHCLEAR19"x20"
MECH CHASECLEAR24"x20"
12"
GIR
DE
R T
RU
SS
FO
R W
EIG
HT O
F KIT
CH
EN I
SLA
ND
2x4 BEARING WALL
@ 24" O.C.
TO WALL
DOWEL PLANK
150 P
LF W
ALL D
EA
D L
OA
D O
N P
LAN
K
1.
2.
NOTES:
2 - #4 VERT. REBAR DWLD. TO FTG.
& THRD. ROD EXTENSION w/ COUPLER.
HOLDOWNS USP PHD5 w/ 5#8" x 16" A. BOLT
MARKS THUS, "�" INDICATE POST OR BEAM
8"
CM
U W
ALL N
ON-L
OA
D B
RG.
RT4 TIE - TYPICAL
w/ USP MP5 CLIP &
ENDS TO SILL PLATES
ATTACH ALL JOIST & TRUSS
OR WALLS BELOW.
STRAPS AT WALL CORNERS TO FLOOR FRAMING
MARKS THUS, " * " INDICATE 4 - USP MSTA24
HANGERS
USP JUS210-2
SOLID LVL BLOCK’G
w4 - USP MSTA24 STRAPS EACH.
ATTACH END POSTS TO FRAMING BELOW
BOTH FACES w/ 8d NAILS @ 4"O.C.
" PLYWOOD2
1ALL INTERIOR SHEAR WALLS MIN. 3.
@ 4’-0" O.C. @LANDING
" x 12" A. BOLTS8
5w/
2x4 TRTD SILL PLATE
HANGERS
USP HD410
AT GARAGE
ON CANTILEVERED LVL
TOP CHORD BEARING
" x 12" A. BOLT8
5w/
USP PAU66 BASE
CORNERS
DOWEL AROUND
ABOVE HEARTH OPNG
2- #4 HORIZ. REBAR
CONC. BEAM:
4" VOID FORM UNDER.
DOWEL TO 4 WALLS.
CENTERED IN SLAB.
w/ #4 REBAR @ 16" O.C.
6" STRUCTURAL SLAB
#4 VERT. REBAR EA. LOC.
"x4" KWIK BOLTS &2
12-
BOLT BTM. FLANGES w/
w/ 3 - #4 REBAR
8" x 12" BOND BEAM
MECH. TRUNK TO RUN BELOW TRUSSES
RUN IN JOIST SPACE
MECH. TRUNK TO
MECH. TRUNK IN TRUSS CENTER
- EACH END
" x 4" KWIK BOLTS2
12 -
FLANGE TO CMU w/
BOLT BEAM BTM.
" WEB STIFFS.4
1
PLATE (12" BRG.)
" x 11" x 15" BRG.4
3
WALL
BRG
2x4
FOR HOLDDOWN
" STUD TO BEAM2
1-WELD
" WEB STIFFENERS ON BEAM.41-0
TO PLATE w/ 8" BRG.
" FILLET WELD EA. SIDE OF BEAM41-0
"x4" KWIK BOLTS.2
1CMU w/ 2-
" BRG. PLATE BOLTED TO4
38"x12"x
FRMG. ALL 4 SIDES
2" CLEAR TO
2’-4"
INSERT = 101’-4"
FOR MASONRY FIREBOX
T.O. CONC. PLATFORM
TO 4- WALLS. 4" VOID FORM UNDER
O.C. CENTERED IN SLAB. DOWEL
6" STRUCT. SLAB w/ #4 REBAR @16"
#w/ 2- HO
LDO
WNS
POST A
BOVE
#
#
#
#w/ 2- HO
LDO
WNS
POST A
BOVE
24" O.C. ALL SIDES
DRILL & GROUT @
#4 x 10" DOWELS.
#
#
HANGER
HD410-IF
USP
R
3- 2x4 P
OST
2- 2x4 P
OST
2- 2
x4 PO
ST
" LV
L @ S
TAIR P
OSTS A
BO
VE
21
3- 9
*
*
**
*
*
" LV
L2
13- 9
" x 10" K
WIK BO
LTS
85
w/ 4-
" x 9" x 9
" BASE PLA
TE
43 BO
LTED O
R WELD
ED.
" TOP PL.
21
w/
83
HSS 3
x3x
12"
FLO
OR T
RU
SSES @ 1
6"
O.C.
##PO
STS ABO
VE
POSTS A
BO
VE
POSTS A
BO
VE
w/
RT7
A TIE
3 - 2x4
#� � �
TO FND. BELOW, FULL-HEIGHT IN CMU
#4 VERTICAL REBAR AT CORNERS, CONT.
3- #4 VERTS IN 6" CMU, FULL HEIGHT
#
##
2- 16" LVL
# # # #
2- HOLDOWNS
TITEN SCREWS @ 12" O.C.
" x8" SIMPSON 21BEAM w/ 2- ROWS
BOLT LEDGERS TO CMU BOND
SET @ PORCH ELEV
2 - 16" LVL
*
*
#
BOTH ENDS
USP HD416IF HANGER
CO
L. A
BOVE
14"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
14"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
14"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
& BOTTOM
REBAR @ 12" O.C. TOP
PROJECTION w/ #5
CONC. SLAB HEARTH
" THICK CANTILEVERED217
T.O. HEARTH SLAB 100’-0":
"2
1T.O. 6"
CO
NC.
PLA
NK = 9
9’-0
"21T.O. STRUCTURAL SLAB = 99’-0
- 4" VOID FORM UNDER SLAB
- DOWEL BOTH TO ALL 4- FND. WALLS
#4 TOP LONG BARS @ 18" O.C.
" COVER AT BOTTOM & 21PLACED w/ 1
7" SLAB w/ #5 SHORT REBAR @ 12" O.C.
#CO
L. A
BOVE
BOLT OR WELD COL. TO BEAM
OVERSIZED WASHERS, TYP.
@ 3’-4" O.C. w/
" x 12" A. BOLTS8
5w/
2x6 TRT. SILL PLATE
" x 6" KWIK BOLTS. 8
5w/ 4-
" BASE PLATE4
39"x9"x
BOLTED OR WELDED.
" TOP PL.2
1" w/ 8
3HSS 3x3x
-CNTR BEAM ON POST
" WEB STIFF’S4
1
POST ON DOUBLE
HOLDOWNS
BEAM FOR 2-
" STUDS TO 85WELD
TO FDN WALLS
HOOK-DOWEL
WITH BOND BREAK.
AROUND COLUMN BASES
-STRUCTURAL SLAB POURED
EMBED. w/ EPOXY ADHESIVE
" Ø THRD. ROD w/ 10" 854-
" x 9" x 9" BASE PLATE w/ 21
E
D
C
B
AA
B
C
D
D
1
1 2
2
3
3
4
4
5
5
6
6
7
7
77’-4"
POINT
WORKING
A4.1
1
A2.3
1
A2.2
1
A2.1
2
A3.1
1
A3.2
1
A2.1
1
A3.1
1
A3.2
1
A3.3
1
bs_e100
bs_s100bs_s100
bs_n100 bs_n100
4’-0"21’-0""8711’-1"8
111’-1024’-4"5’-0"
8’-0"
8’-0"
"8
74’-5
"8
19’-6
30’-0"
A3.3
2
bs_e500
A3.1
1
A3.2
1
bs_s100
bs_n100
A4.1
1
A3.3
1
bs_e100
A3.1
1
A3.2
1
bs_s100
bs_n100
A3.3
2
bs_e500
A4.2
3
A4.2
1
A4.2
4
Q
bs_e500
A3.3
1
bs_e550
A4.3
4
A4.2
1
F G H
K
J
J
KEY
GENERAL NOTES
1.
A
B
C
D
2.
E
3
4.
5.
6.
*
�
#
S 1.1
Plan
Framing
Floor
First
N
E
S
W1First Floor Framing Plan
" = 1’-0"41SCALE: s_fp100, a_fp000, r_fpgrid, r_fpsect
E
AT 2
Copyright Architects2TEA
E
2724 West 43rd St
Mpls. MN 55410
612 . 929 . 2800
Fax . 929 . 2820
Architects
Sheet Title
Drawing Title
Project Name
Printing D
ate:
7/31/2013
8:5
3:4
8 P
MPenta
ble:
99_
master co
mbo p
en.tbl
Sheet
Location:
T:\
00proj\
A_E\C
hriste
nson\0__
CA
D\IN
-P
RO
CESS\0_S
HEET\S1_01_FIR
ST F
LR F
RA
MIN
G P
LA
N.d
gn
$U
SE
RN
AM
E$
Printe
d B
y:
ChristensonResidence
4925 Thomas Ave So
Minneapolis, MN
55410
BID SET 07. 31. 13
DOUBLE SILL PLATEPLATE (TYP.)
SINGLE SILL
CHASEMECHCLEAR19"x20"
MECH CHASECLEAR24"x20"
2’-4"
