5
CODE:
4
3
2
1
2"X6" - 16" O.C. (TYP ROOF RAFTER)
INTERNATIONAL RESIDENTIAL CODE 2000 W/ CITY OF HOUSTON COMMENTS 1.
ROOF LIVE LOADS
20 PSF
2.
FLOOR LIVE LOADS
(INT'L RESIDENTIAL CODE-2000, TABLE R301.4)
EXTERIOR BALCONIES
40 PSF
SLEEPING ROOMS
30 PSF
DECKS
40 PSF
OTHER ROOMS
40 PSF
FIRE ESCAPES
40 PSF
ATTIC W/ STORAGE
20 PSF
STAIRS
40 PSF
ATTIC W/O STORAGE
10 PSF
GARAGE
20 PSF
200 PLF
GUARDRAILS & HANDRAILS
D
D
A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION @ ANY POINT ALONG THE TOP.
esplanade 101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com
voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com
3. WIND LOADS THE RESIDENCE STRUCTURE IS DESIGNED TO WITHSTAND A 110 MPH WIND GUST FOR A 3-SECOND DURATION.
REVIEW AND PERMIT
SHEET NOTES 2.
ALL JOISTS SHALL BE #2 S.Y.P. (U.O.N.)
3.
ALL BEAMS & HEADERS SHALL BE #2 S.Y.P. (U.O.N.)
4.
ALL BEAMS & HEADERS SHALL BE 2-2x12 (U.O.N.)
5.
PROVIDE DOUBLE FRAMING @ CEILING OPENINGS LARGER THAN 24" SQUARE (TYP. U.O.N.)
6.
DESIGNATES BEAM HANGER. IF NOT IDENTIFIED ON PLAN, USE TYPICAL HANGERS SPECIFIED IN GENERAL NOTES.
7.
DESIGNATE STEEL & WOOD COLUMNS.
8.
DESIGNATE PLYWOOD DECKING
9.
DESIGNATE FURR-DOWN CEILING.
7 1/4" X 11 1/4" LVL
5 1/4" X 11 1/4" LVL 2X6 WALL
CONSULTANTS
IS
2 - 2"X12" @ 16" O.C.
lle
TRIPLE - 2"X12" .
DESIGNATES SHEAR WALL.
10.
ST
DESIGNATES SHEAR WALL TYPE. RE: SCHEDULE, NOTES,
11.
DASHED LINE INDICATES ATTIC PLAN ABOVE FRAME ALL WALLS BELOW WITH (2)2X4
AND DETAILS ON SHEET S2.1.
C
ich
r
TRIPLE - 2"X12" .
RED ARC TE ae l R . K e HI
CT TE
2"X6" - STUD WALL THIS FLOOR
ALL JOISTS ARE 2X12 @ 16" O.C. (U.O.N.)
REG
2"X6" - 16" O.C. (TYP ROOF RAFTER)
1.
C
DESIGNATES SHEAR WALL HOLD-DOWN ANCHOR.
12.
AT
18068
AS
13'-1/16"
2"X6" - 16" O.C. (TYP ROOF RAFTER)
2"X8" RIDGE BEAM (TYP)
*
*
M
LINE OF WALL BELOW
DESIGN LOADS:
E O F TEX
DESIGNATE COL. FROM FLR. ABOVE (STEEL OR WOOD PER NOTE 9)
13.
ALL COLUMNS FROM FLOOR ABOVE MUST BE EITHER:
14.
A. SUPPORTED ON A BEAM @ THIS LEVEL.
Legal Notes
B. CONTINUED TO SLAB BELOW. (MATCH SIZES)
2"X6" - 16" O.C. (TYP ROOF RAFTER)
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF; KELLER ARCHITECTURE.
2 - 2"X12" @ 16" O.C.
ROOF FRAMING IS DESIGNED FOR COMPOSITION SHINGLE ROOF @ 3.5 PSF.
TRIPLE - 2"X12" .
1. ALL RAFTERS ARE 2x6 #2 S.Y.P. AT 16" O.C. U.O.N. 2.
RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN 48" O.C.
3.
PROVIDE 2x6 COLLAR TIES AT 32" O.C. AT UPPER 1/3 OF ROOF.
4.
DEPTH OF RIDGE BEAM, HIP OR VALLEY RAFTER: A. SHALL BE ONE SIZE WIDER THAN THE LARGEST RAFTER FRAMING INTO IT (EXAMPLE: 2x8 BEAM FOR 2x6 RAFTER); B. SHALL MATCH OR EXCEED THE CUT END OF THE RAFTER.
5.
PROVIDE DOUBLE FRAMING @ EDGES OF ALL ROOF OPENINGS LARGER THAN 24".
2 - 2"X12" @ 16" O.C.
5 1/4" X 11 1/4" LVL
PLAN NOTES
TRIPLE - 2"X12" .
Lu Residence
3739 Ingold, Texas 77005
2 - 2"X12" @ 16" O.C.
6. PROVIDE DOUBLE RAFTERS UNDER ALL DORMER WALLS (U.O.N.). 7.
ROOF DECKING TO BE 1/2" C.D.X. WITH PANEL SPAN RATING OF 24-0. RE: GENERAL NOTES FOR OTHER REQUIREMENTS.
8.
RE. ARCH. DWG'S FOR ROOF SLOPES & OTHER DATA NOT CONTAINED HEREIN.
Job Number: 1002 Client: The Lu's
8'-3 7/16"
5 1/4" X 11 1/4" LVL
B 2"X8" RIDGE BEAM (TYP)
10'-0" 10'-0" MAX. MAX.
4
1
Date: 00.00.00 00.00.00 00.00.00 00.00.00
3
3
2
4
10'-0" MAX.
2"X6" - 16" O.C. (TYP ROOF RAFTER)
Project History TYP. CONTINUOUS PURLIN BRACING: EQUAL SPACING @ 4'-0" MAX.
2"X6" - 16" O.C. (TYP ROOF RAFTER)
1
SHEET TITLE ROOF SHAPE SHOWN HERE IS DIAGRAMMATIC.
DESIGNATES BRACE LOCATION RE: ROOF FRAMING PLAN
DIAGRAM: TYPICAL BRACE LOCATIONS (NOT TO SCALE)
A
2'
4'
A3 Second Floor Ceiling Framing Plan
8'
SCALE: 1/4" = 1'-0"
5
Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)
Tuesday, December 28, 20103:37 PM
A
15 OF ___ 20 SHEET ___ 0
2'
4'
8'
SCALE: 1/4" = 1'-0"
4
3
2
07/12/10
Structural Plans
2"X6" - 16" O.C. (TYP ROOF RAFTER)
2"X6" - 16" O.C. (TYP ROOF RAFTER)
2X6 WALL
Michael Keller Gene Johnston Michael Keller Esplanade Homes - 2010
8'-0" MAX.
1
0
DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:
TYP. VALLEY BRACING:
5'-2"
Document Information CAD FILE NAME: 1002_prj08211niptuckgablefinal.pln
TYP. RIDGE BRACING EQUAL SPACING @ 6'-0" MAX.
EQUAL SPACING @ 6'-0" MAX.
A5 Third Floor Plan
B
2 - 2"X12" @ 16" O.C.
TYP. HIP BRACING:
studio.prime:2010:1002:00condocs:1002_prj08211niptuckgablefinal.pln
7 1/4" X 11 1/4" LVL
2 - 2"X12" @ 16" O.C.
1
S1.1.2