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"