S1 01 FIRST FLR FRAMING PLAN-Default - Christenson Corporation Files/S1... · full-height cabinets...

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

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Printe

d B

y: