S1.1.2

CONSULTANTS

SHEET TITLE 07/12/10

REG

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TERED ARCHITECT

STATE O F TEXAS

M

ichael R. Kelle r

18068

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SHEET ___ OF ___

Document InformationCAD FILE NAME: 1002_prj08211niptuckgablefinal.pln

DESIGNED BY: Michael Keller DRAWN BY: Gene Johnston CHECKED BY: Michael Keller COPYRIGHT: Esplanade Homes - 2010

Legal NotesTHE SEAL APPEARING ON THIS DOCUMENT WASAUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068.THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICEOF; KELLER ARCHITECTURE.

Lu Residence3739 Ingold, Texas 77005

Job Number: 1002Client: The Lu's

2015

Structural Plans

REVIEW ANDPERMIT

101 Crawford Suite 110B voice: 713.527.0527Houston , Texas 77002 fax: 832.201.9814keller@kellerarch.com kellerdesign.blogspot.com

Project HistoryDate: Issue: 00.00.00 Client Review (SD)00.00.00 Design Review (DD)00.00.00 Client Review (CD)00.00.00 Client Review (CD)

Tuesday, December 28, 20103:37 PM

DESIGNATES SHEAR WALL TYPE. RE: SCHEDULE, NOTES,

DESIGNATE COL. FROM FLR. ABOVE (STEEL OR WOOD PER NOTE 9)13.

14.

11.

12.

A. SUPPORTED ON A BEAM @ THIS LEVEL.B. CONTINUED TO SLAB BELOW. (MATCH SIZES)

DESIGNATES SHEAR WALL HOLD-DOWN ANCHOR.

AND DETAILS ON SHEET S2.1.

ALL COLUMNS FROM FLOOR ABOVE MUST BE EITHER:

DESIGNATES BEAM HANGER. IF NOT IDENTIFIED ON PLAN,

9.

10.

7.

8.

5.

6.

3.

4.

USE TYPICAL HANGERS SPECIFIED IN GENERAL NOTES.

DESIGNATE STEEL & WOOD COLUMNS.

DESIGNATE PLYWOOD DECKING

DESIGNATE FURR-DOWN CEILING.

DESIGNATES SHEAR WALL.

ALL BEAMS & HEADERS SHALL BE 2-2x12 (U.O.N.)

ALL BEAMS & HEADERS SHALL BE #2 S.Y.P. (U.O.N.)

LARGER THAN 24" SQUARE (TYP. U.O.N.)PROVIDE DOUBLE FRAMING @ CEILING OPENINGS

2.

1.

ALL JOISTS SHALL BE #2 S.Y.P. (U.O.N.)

ALL JOISTS ARE 2X12 @ 16" O.C. (U.O.N.)

SHEET NOTES

SLEEPING ROOMS

ATTIC W/O STORAGE

OTHER ROOMS

ATTIC W/ STORAGE

A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION @ ANY POINT

(INT'L RESIDENTIAL CODE-2000, TABLE R301.4)

40 PSFDECKS

ALONG THE TOP.

FIRE ESCAPES

GUARDRAILS & HANDRAILS

WIND LOADS3.

*

STAIRS 40 PSF

200 PLF

40 PSF

GARAGE*

EXTERIOR BALCONIES

FLOOR LIVE LOADS

ROOF LIVE LOADS

INTERNATIONAL RESIDENTIAL CODE 2000W/ CITY OF HOUSTON COMMENTS

DESIGN LOADS:

2.

1.

CODE:

40 PSF

20 PSF

40 PSF

20 PSF

10 PSF

20 PSF

30 PSF

THE RESIDENCE STRUCTURE IS DESIGNED TO WITHSTAND A 110 MPHWIND GUST FOR A 3-SECOND DURATION.

2X6 WALL

2X6 WALL

5 1/4" X 11 1/4" LVL 7 1/4" X 11 1/4" LVL

5 1/

4" X

11

1/4"

LVL

7 1/4" X 11 1/4" LVL5 1/4" X 11 1/4" LVL

2 - 2"X12" @ 16" O.C.

2 - 2"X12" @ 16" O.C.

2"X6

" - 1

6" O

.C.

(TYP

RO

OF

RAF

TER

)

2"X6" - 16" O.C.(TYP ROOF RAFTER)

2 - 2"X12" @ 16" O.C.

2 - 2"X12" @ 16" O.C.

2 - 2"X12" @ 16" O.C.

2 - 2"X12" @ 16" O.C.

DASHED LINE INDICATES ATTIC PLAN ABOVEFRAME ALL WALLS BELOW WITH (2)2X4

TRIPLE - 2"X12" .TRIPLE - 2"X12" .

TRIPLE - 2"X12" .TRIPLE - 2"X12" .

5'-2"

8'-3 7/16"

13'-1

/16"

LINE OF WALL BELOW

2"X8

" RID

GE

BEAM

(TYP

)

2"X6" - 16" O.C.(TYP ROOF RAFTER)

2"X6" - 16" O.C.(TYP ROOF RAFTER)

2"X6

" - 1

6" O

.C.

(TYP

RO

OF

RAF

TER

)

2"X6

" - 1

6" O

.C.

(TYP

RO

OF

RAF

TER

)

2"X6

" - 1

6" O

.C.

(TYP

RO

OF

RAF

TER

)

2"X6

" - 1

6" O

.C.

(TYP

RO

OF

RAF

TER

)

2"X8

" RID

GE

BEAM

(TYP

)

2"X6" - STUD WALL THIS FLOOR

10'-0"MAX.

10'-0"MAX.

TYP. RIDGE BRACINGEQUAL SPACING @ 6'-0" MAX.

RE: GENERAL NOTES FOR OTHER REQUIREMENTS.

RE. ARCH. DWG'S FOR ROOF SLOPES & OTHER DATA NOT CONTAINED HEREIN.

ROOF DECKING TO BE 1/2" C.D.X. WITH PANEL SPAN RATING OF 24-0.

PROVIDE DOUBLE RAFTERS UNDER ALL DORMER WALLS (U.O.N.).

8.

6.

7.

ROOF FRAMING IS DESIGNED FOR COMPOSITION SHINGLE ROOF @ 3.5 PSF.

ALL RAFTERS ARE 2x6 #2 S.Y.P. AT 16" O.C. U.O.N.

B. SHALL MATCH OR EXCEED THE CUT END OF THE RAFTER. INTO IT (EXAMPLE: 2x8 BEAM FOR 2x6 RAFTER);

DEPTH OF RIDGE BEAM, HIP OR VALLEY RAFTER:

PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN 48" O.C.BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOTRAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE

A. SHALL BE ONE SIZE WIDER THAN THE LARGEST RAFTER FRAMING

PROVIDE 2x6 COLLAR TIES AT 32" O.C. AT UPPER 1/3 OF ROOF.

PROVIDE DOUBLE FRAMING @ EDGES OF ALL ROOF OPENINGS LARGER THAN 24".

3.

5.

4.

2.1.

PLAN NOTES

DESIGNATES BRACE LOCATIONRE: ROOF FRAMING PLAN

DIAGRAM: TYPICAL BRACE LOCATIONS(NOT TO SCALE)

ROOF SHAPE SHOWNHERE IS DIAGRAMMATIC.

@ 6'-0" MAX.

MAX.10'-0"

BRACING:

EQUALSPACING

TYP. HIP

PURLIN BRACING:

1 1

4 EQUAL SPACING@ 4'-0" MAX.

43 2

TYP. CONTINUOUS

3

1

BRACING:

8'-0" MAX.

TYP. VALLEY

SCALE: 1/4" = 1'-0"

A3 Second Floor Ceiling Framing Plan 0 2' 4' 8'

SCALE: 1/4" = 1'-0"

A5 Third Floor Plan 0 2' 4' 8'