10

5A

100

A

106A

VERIFY

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

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)

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

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

GIRDER TRUSS

5"

LV

L R

AFTE

R RIM

24"

LV

L

2 - 2

4"

LV

L H

EA

DE

R

3 - 2x6

POST

2- 2

4"

LV

L H

EA

DE

R

3 - 2x6

POST

FULL HEIGHT BLOCKS IN

FIRST 2 SPACES AT 4’-0" O.C.

THIS ENTIRE SIDE WALL.

GLUE & NAIL SUBFLOOR.

ATTACH TO WALL PLATE

w/ 2 - USP MP3 CLIPS EA.

BIRDSMOUTH CUT RAFTER

TAILS & BEAR ON PLATES.

ATTACH w/ 2 -USP MP5

CLIPS EA. (TYPICAL)

BEARING WALLS ABOVE

180 PLF D.L.

210 PLF S.L.

POST

W 6 x 2

0

4 - 2x6

POST

2 - 14" LVL

BEARING

WALL ABOVEN

OT

CH 1

4"

LV

L’s O

VE

R T

OP

POST

3 - 2

x6

POST

POST

ABO

VE

2 - 2

4"

LV

L - F

LU

SH

5 - 2

x6

4 - 2x6

GLU

ED

& N

AILED

AT PO

ST

ABO

VE

5 - 2x6

GLU

ED

& N

AILED

ABO

VE

2 -USP LSTA24

HORIZ. STRAPS

AT CHIMNEY TO

BLOCKS

(2 - LOCATIONS)

ABO

VE

2000 lbs D.L.

3000 lbs S.L.

ABO

VE 3600 lbs D.L.

5400 lbs S.L.

ABO

VE2000 lbs D.L.

3000 lbs S.L.

3 - 2x6 TRIM

S

1 - 2x6 KIN

GS

3 - 2x6 TRIM

S

1 - 2x6 KIN

GS

POST

POST

ABO

VE2400 lbs D.L.

3600 lbs S.L.

POST

ABO

VE

POST

ABO

VE

POST

ABO

VE

HD412

HANGERS

USP HD412 HANGER

OR EQUAL

24" LVL

w/ HANGERS

3 - 2x6

POST

2 - USP RT7A TIES

AT BEAM TO WALL

PLATES

2x8 RAFTERS @ 24"

HD412

HANGERS

1.BLOCK IN FLOOR TRUSS CAVITY

AT POSTS ABOVE.

ALL EXTERIOR WALLS MIN. 12

" PLYWOOD

w/ 8d NAILS @ 4" O.C.

2.

3.

NOTES:

51 4" x 51 4"

PSL PO

ST

2 - 2

x10

2x10 @ 1

6"

w/ H

AN

GE

RS

24" FLOOR TRUSSES

@ 19.2 O.C. w/ HANGERS

24"

FLO

OR T

RU

SSES

@ 1

9.2 O.C.

w/ H

AN

GE

RS

5 14" x 5 1

4"

PSL POST

TA

PE

R F

RO

M

11 7

8"

TO 9 1

4"

CONTIN. 2 - 24" LVL RIM

2 - 2x10

2 - 11 78

" LVL’s - TOP FLUSH

2 - 24" LVL

FLUSH RIM

AT WINDOW

GIRDER TRUSS

14" LVL @ 19.2" O.C.

w/ HD 17112 HANGERS

GIRDER TRUSS

24" LVL

24" FLOOR TRUSSES

@ 19.2" O.C.

w/ HANGERS

24" LVL

GIRDER TRUSS

2 - 24" LVL RIM

3 - 2

4"

LV

L

714" LVL RAFTER RIM

LL

W12 x 22 -

BOTTOM

FLUSH

TAPER FROM

11 78" TO 9 1

4"

@ BOTH SIDES

USP

HD5212

HANGER

A

A

A

B

AALL INTERIOR SHEAR WALLS MIN. 1

2" PLYWOOD

BOTH FACES w/ 8d NAILS @ 4" O.C.

ATTACH END POSTS TO FRAMING BELOW

w/ 4 - USP MSTA24 STRAPS EACH.

CONT.

CONT.

CONT.

CONT.

CONT.

CO

NT.

CO

NT.

CO

NT.

CO

NT. CONT.

CO

NT.

CO

NT.

24" FLOOR TRUSSES @ 19.2" O.C. w/ HANGERS

LINE OF

BALCONY

FLOOR

24" FLOOR TRUSSES @ 19.2" O.C. w/ HANGERS

2 - 2

x8

L

B

4 - 2x6

POST

ABO

VE

B

M

M

2 - 2

x8

L

GIR

DE

R O

R 2 - 2

4"

LV

L L

M B

L

POST2

- 2x4

L

MAINTAIN

MECH. CHASE

SPACE

6 3

4" x 2

2 1

2"

GLU

LA

M - D

RO

PPE

D

AR

CHIT

EC

TU

RA

L G

RA

DE (24F - V

4)

P1 P2

N

C

2 - 24" LVL RIM

JUS210-2

HANGER

BOTH ENDS

UPT

UR

NE

D

LV

L’s

24" FLOOR TRUSSES @ 19.2 O.C. w/ HANGERS

POST L

OC.

GIRDER TRUSS

GIRDER TRUSS

#

#

#

#

CONT. 2 - 2x6 WALL TOP PLATE

w/ 6 - 16d NAILS BOTH ENDS AT LAPS.

2- 2

4"

LV

L

3- 2

x6

2 - 24" LVL CANTILEVERED

3 - 2

x6

POST

POST PO

ST

FULL HEIGHT BLOCKS IN

FIRST 3 TRUSS SPACES.

-GLUE & NAIL SUBFLOOR &

TRUSSES TO BLOCKS @CHIMNEY.

AXIAL WIND LOAD ON GIRDER

AT TOP & BTM. CHORDS

= 7400 LBS.

2" RADIUS

CUT AT

LVL NOTCHES

BRG. WALL

ABOVE

250 PLF D.L.

350 PLF S.L.

2- 2x6 POSTS w/3- 1178" LVL

CROSS BLOCKING TO FULL

HEIGHT POSTS -SEE DETAIL

24" LVL

w/ HANGERS

2- 24" LVL RIM CANTILEVERED

3- 16" LVL NOTCHED @ BALCONY

3- 16" LVL NOTCHED @ BALCONY

2 - 1

178"

LV

L

2 - 1

178"

LV

L

2 - 1

178"

LV

L

2 - 1

178"

LV

L

11

78"

LV

L

@ 1

9.2 O.C. -

TO

P F

LU

SH w/ H

D17112 H

AN

GE

RS

11

78"

LV

L

@ 1

9.2 O.C. -

TO

P F

LU

SH w/ H

D17112 H

AN

GE

RS

POST

2- 14" LVL

ATTACH POSTS

TO CLG. BLOCKING

2- 12" x 6" LAGS @BTM.

FLANGE TO POST

2- 12" x 6" LAGS @BTM.

FLANGE TO POST

2 - USP RT7A

TIES AT BEAM-

TO-WALL PLATES

2 - 1

178"

LV

L

11

78"

LV

L

@ 1

9.2 O.C. -

TO

P F

LU

SH w/ H

D17112 H

AN

GE

RS

POST

ABO

VE

HSS 3 x 3 x 516

" COLUMN

w/ 12" TOP PL. BOLTED OR

WELDED TO BEAM

-PROVIDE 316

" FULL HEIGHT

WELDED WEB STIFFS, BOTH FACES

HSS 3 x 3 x 38" COLUMN

w/ 1" x 514" x 8" WELDED TOP PL.

LAG-BOLTED TO BEAM BOTTOMS

w/ 4- 12" x 6" LAGS

-BEAR 3- 24" LVL 6" ONTO TOP PL.

-BEAR 2- 24" LVL 2" ONTO TOP PL.

2 - USP RT7A

TIES AT BEAM-

TO-WALL PLATES

51 4" x 51 4"

PSL PO

ST

51 4" x 51 4"

PSL PO

ST

PBES

66

CAPS

PBES66

CAPS

5 14" x 5 1

4"

PSL POST

5 14" x 5 1

4"

PSL POST

POST A

BOVE

OVE

RHAN

G 1" EA. SI

DE

OF

BEA

MS FO

R TRIM

POST A

BOVE

OVE

RHAN

G 1" EA. SI

DE

OF

BEA

MS FO

R TRIM

2- 312" x 7" PSL

FULL HGT. @STAIR

w/ 2- USP MP3 CLIPS

TOP & BOTTOM

USP

HD5212

HANGER

GIR

DE

R F

LO

OR T

RU

SS - A

LIG

N W

ITH F

AC

E O

F W

ALL

2 - 1

178"

LV

L

-A

LIG

N W

ITH F

AC

E O

F W

ALL

HANGER

BOTH ENDS

GIRDER TRUSS - CENTER ON WEST WDW GROUP

MAINTAIN MECH.

CHASE SPACE

2x8 - T

OP F

LU

SH

16"

O.C.

w/ H

AN

GE

RS

WDW

DOORTYP. TRUSS

SPACING

AS SHOWN

JOIST SPACE

CENTERED ON BAY

2- 5 1

2" LVL

POST

2- 5 1

2" LVL

3- 2x4

POST

ABO

VE

POST

ABO

VE

ABO

VEPOST

ABO

VEPOST

POST

ABO

VE

POST

ABO

VE

POST

ABO

VE

ABO

VEPOST

ABO

VEPOST

ABO

VEPOST

51 4" x 51 4"

PSL PO

ST

1-SIDED PLATE

USP-PBS66

2- 7

14"

LV

L T

OP-FLU

SH B

LO

CKS

MECH CHASE

UNDER 2x8 FRAMING

MECH. CHASE

BELOW STRUCTURE

E

S

W

N

Scale: 1/4" = 1’-0"1

S 1.2

Second Floor Framing Plan

Second

Floor

Framing

Plan

BID SET 09. 20. 07

02.04.08CONSTRUCTION SET

s_fp200

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

5:5

8 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_02_SE

CO

ND F

LR F

RA

MIN

G P

LA

N.d

gn

$U

SE

RN

AM

E$

Printe

d B

y: