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FULL-HEIGHT CABINETS
COMPDRY
COMPWASH
UC REF
BOULDER
WALL
DUMBWAITER
UNDER-SLAB STORAGE TANK
CO
LD
HO
T
19"x20"CLEAR
MECH CHASEABOVE
24"x20"CLEAR
MECH CHASEABOVE
2 - 9
12"
LV
L
2 - 9
12"
LV
L
2- 9
12"
LV
L
-A
LIG
N W
/ W
ALL A
BO
VE
19"x20"CLEARMECHCHASE
24"x20"CLEAR
MECH CHASE
2"
DOUBLE SILL PLATE
DOUBLE SILL PLATE
DO
UBLE SIL
L PLA
TE
DO
UBLE SIL
L PLA
TE
SINGLE SILL
PLATE (TYP.)
77’-4"
4’-0"21’-0""87
11’-1"81
11’-1024’-4"5’-0"
30’-0"
"8
19’-6
"8
74’-5
8’-0"
8’-0"
4
EE
1 2 3 5 6 7
1 3 4 5 6 7
A
B
C
D
A
B
C
D
2
A
WORKING
POINT
2x4 BEARING WALL
4 - 2
x6
4 - 2x6
D.FIR T
OP PL.
D.FIR TO
P PL.
3 - 2x4
USP HD416 HANGER
BOTH ENDS
2 - 2
0"
LV
L
9 1/2"
TJI’s @ 1
9.2
" O.C.
2 - 18" LVL UPTURNED
6"
CO
NC.
PLA
NK
115 P
SF D.L.
40 P
SF L.L.
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
w/ H
AN
GE
RS
2 - 9 1
2"
LV
L
9 1/2"
TJI’s @ 1
9.2
" O.C.
2 - 2
x4 PO
ST
BOTTOM FLUSH
2 - 2x4 P
OST
3 - 2
x4 PO
ST
CONT.
2 - 9 1/2"
LV
L
3 - 9 1/2"
LV
L
9 1/2"
TJI’s @ 1
6"
O.C.
2 x 12 STRINGERS
@ 16" w/ HANGERS
2 x 1
2 S
TRIN
GE
RS
@ 1
6"
w/ H
AN
GE
RS
2 - 2x8 HDR.
� �
��
�
�
DOWEL PLANK
TO WALL
@ 24" O.C.
150 P
LF W
ALL D
EA
D L
OA
D O
N P
LA
NK
USP HD410
HANGER
CONT.
CONT.
J
J
F G H
K
2x6 TRT. SILL PLATE
w/ 58" x 12" A. BOLTS
@ 3’-4" O.C. w/
OVERSIZED WASHERS
- TYPICAL
*
*
* *
* *
****
* *
1.
2.
NOTES:
MARKS THUS, "�" INDICATE 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.
4- 2x4 P
OST
8"
CM
U W
ALL N
ON-LO
AD B
RG.
ATTACH ALL JOIST & TRUSS
ENDS TO SILL PLATES
w/ USP MP5 CLIP &
RT4 TIE - TYPICAL
SU
PE
RIM
PO
SE
D
2 - 20" LVL
x 19’-0" - FLUSH
MARKS THUS, " * " INDICATE 4 - USP MSTA24
STRAPS AT WALL CORNERS TO FLOOR FRAMING
OR WALLS BELOW.
9 1/2"
TJI’s @ 1
9.2
" O.C.
9 1/2"
TJI’s
@ 1
9.2
" O.C.
2 - 2x10
HDR BELOW
2 - 2x10
USP JUS210-2
HANGERS
2 - 9 12" LVL
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
HEARTH:
8" THICK CANTILEVERED
CONC. SLAB HEARTH
PROJECTION w/ #4
REBAR @ 12" O.C. TOP
& BOTTOM
3 - 1
4"
LV
L
POST A
BOVE
POST A
BOVE
SOLID LVL BLOCK’G
VERT. WEB HERE.
2700 LBS WIND
UPLIFT -
(8 LOCATIONS)
ALL INTERIOR SHEAR WALLS MIN. 12" PLYWOOD
BOTH FACES w/ 8d NAILS @ 4"O.C.
ATTACH END POSTS TO FRAMING BELOW
w4 - USP MSTA24 STRAPS EACH.
3.
##
# #
#
#
POST A
BOVE
USP PBES66 POST
CAPS @ BOTTOM
OF POST TO LVL BEAM
6" BEAM BRG. BOTH
ENDS ON TRT. PLATE.
-GROUT SOLID w/
1- #4 VERT. BOTH ENDS
POST A
BOVE
POST A
BOVE
2x4 TRTD SILL PLATE
w/ 58
" x 12" A. BOLTS
@ 4’-0" O.C. @LANDING
#
POST A
BOVE
POST A
BOVE
*
#
USP HD410
HANGERS
2 - 9
12"
LV
L @ S
TAIR P
OSTS A
BO
VE
912"
TJI’s
@ 1
9.2
" O.C.
#
POST A
BO
VE
POST A
BO
VE
TOP CHORD BEARING
ON CANTILEVERED LVL
AT GARAGE
�
�
�
�
#
GIR
DE
R T
RU
SS
GIR
DE
R T
RU
SS
GIR
DE
R T
RU
SS
GIR
DE
R T
RU
SS
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
USP PAU66 BASE
w/ 58" x 12" A. BOLT
CONC. BEAM:
2- #4 HORIZ. REBAR
ABOVE HEARTH OPNG
DOWEL AROUND
CORNERS
6" STRUCTURAL SLAB
w/ #4 REBAR @ 16" O.C.
CENTERED IN SLAB.
DOWEL TO 4 WALLS.
4" VOID FORM UNDER.
8"x12"x34" BRG. PLATE BOLTED TO
CMU w/ 2- 12"x4" KWIK BOLTS.
-1/4" FILLET WELD EA. SIDE OF BEAM
TO PLATE w/ 8" BRG.
-1#4" WEB STIFFENERS ON BEAM.
-WELD 12" STUD TO BEAM
FOR HOLDDOWN
#
#
W 18 x 60
HSS 3x3x14" w/ 1
2" TOP PL.
BOLTED OR WELDED.
9"x9"x34
" BASE PLATE
w/ 4- 58" x 6" KWIK BOLTS.
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
16"
FLO
OR T
RU
SSES @ 1
9.2
" O.C.
BOLT BTM. FLANGES w/
2- 12"x4" KWIK BOLTS &
#4 VERT. REBAR EA. LOC.
2 - 2x4 P
OST
CO
L. A
BOVE
CO
L. A
BOVE
CO
L. ABO
VE
W14 x 22 w/ WEB STIFFENERS @COL. & EA. END
8" x 12" BOND BEAM
w/ 3 - #4 REBAR
VERTICAL REBAR CONT.
TO FND. BELOW
-DOWELED UP & DN
KEEP FRAM’G
2" CLEAR ALL 4 SIDES
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
MECH. TRUNK TO RUN BELOW TRUSSES
MECH. TRUNK TO
RUN IN JOIST SPACE
MECH. TRUNK IN TRUSS CENTER
W8x40 T
OP-FLU
SH
w/ A
DJ.
STEEL B
EA
M
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
8"x14" BOND BM. w/
2- #4 REBAR - SEE 2
A4.3
2 - XX" LVL
x X’-X"
2 - XX" LVL x X’-X"
SET @ PORCH ELEV
34" x 11" x 15" BRG.
PLATE (12" BRG.)14" WEB STIFFS.
BOLT BEAM BTM.
FLANGE TO CMU w/
2 - 12" x 4" KWIK BOLTS
- EACH END
WELD 12" STUD TO BEAM
FOR HOLDDOWN
WELD 12" STUD TO BEAM
FOR HOLDDOWN
2x4
BRG
WALL
HSS 3
x3x14 w
/ 12" TO
P PL.
BOLTED
OR W
ELDED.
34" x 9
" x 9" BA
SE PLATE
w/ 4- 5
8" x 10" K
WIK BO
LTS
BLOCKS ON DOUBLE14" WEB STIFF’S AT
POSTS ABOVE, 8" O.C.
-CNTR BEAM ON
POST GROUP
12"
GIR
DE
R T
RU
SS
12"
FLO
OR T
RU
SSES @ 1
2"
O.C.
FO
R W
EIG
HT O
F KIT
CH
EN I
SLA
ND
10" ROUND D.DRAFT
CNTRD. ON GRID
1’-2" CLEARBTWN. TRUSSES
KEY
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
GENERAL NOTES
1. 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)
A SOME RIM JOSTS ARE SHOWN BUT NOT
ALL.
B CURVED AREAS DO NOT SHOW ALL
BLOCKING OR FRAMING
REQUIRED.
C MOST BLOCKING AND BRIDGING IS
NOT SHOWN
D THE TERMINATION AND EXACT LENGTH
OF EACH MEMBER
MUST BE VERIFIED WITH SPECIFIC
CONDITIONS IN THE
FIELD.
2.
E BLOCKING AND OR ADDITIONAL FLOOR
JOISTS FOR FIRST
FLOOR WALL SUPPORT ARE NOT
SHOWN.
3
4. 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.
5. BLOCK SOLID WITHIN FLOOR FRAMING
BELOW POSTS.
6. 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
1
A2.2
2
A2.11
A2.1
2
A2.2
3
A2.1
1
A3.1bs_n200
2
A3.2bs_n400
1
A2.3
1
A3.2
bs_n500
1
A3.1 bs_n200
2
A3.2 bs_n400
1
A3.2
bs_n500
1
A4.1
bs_n100
E
S
W
N
Scale: 1/4" = 1’-0"1
a_fp100
First
Floor
Framing
Plan
First Floor Framing Plan
S 1.1
BID SET 09. 20. 07
02.04.08CONSTRUCTION SET
CLIENT PDF ISSUE 03.10.08
AT 2
Copyright Architects2TEA
E
2724 West 43rd St
Mpls. MN 55410
612 . 929 . 2800
Fax . 929 . 2820
Architects
Residence
Sheet Title
Drawing Title
Project Name
Christenson
Minneapolis, MN
55410
4925 Thomas Ave So
Printing D
ate:
3/11/2008
3:5
5:1
2 P
MPenta
ble:
ST
RU
CT
UR
AL_
Christe
nson.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: