HomeMy WebLinkAboutPlansN
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S
CRAWL SPACE
PROVIDE NEW 5- 2x6 COLUMN
BELOW EXISTING POST ABOVE.
SET NEW COLUMN TIGHT TO TOP
AND BOTTOM OF OPENING.
BEAM LINE TO CENTER BELOW
BEARING WALL ABOVE
•
•
1
3- II 7/8' VL
BEAM
POCKET
,x0
N Z9
•
•
N 1
ry114Bks
rr, 3. "s:
4- 16" VL
4- 16" VL
`7100-0'
(E) PLYWO*i
�I
100-0"
4-Y,
BASEMENT
BEAM
POCKET
4T. PLYWOOD
100'-0°
MATCH EXISTING
of
v
c1 O
0/41
BP
POC'
6" CONCRETE SLAB OVER
COMPACTED GRANULAR FILL
WITH *4 ®12" O.C. EACH WAY
CENTERED IN SLAB DEPTH.
LAYOUT PER OWNER,
T.
TtNIFY WITH
a
w
(E) FLOOR FRAMING REVIEWED
FOR 2 I/2" MAX. STONE OR
CONCRETE TOPPINGS.
FLOOR FRAMING SIZED
FOR 2 1/2" MAX. STONE
OR CONCRETE TOPPINGS,
1
MAIN FLOOR FRM I NG PLAN
SCALE: 1/4" = I'-0 on 22" x 34"
SCALE: I/8" = I'-0 on II" x IT"
BA'EMENT
•to_4k
NI
ly
k
OPTION:
SET BEAM TIGHT TO BOTTOM OF
EXISTING PLYWOOD AND PROVIDE
LUS28 HANGER AT EACH JOIST.
FLOOR FRAMING PLAN NOTES
I. ❑ ORO
2. • OR•
3.
4. C
5. —0—
b.
T.
8,
4
SHEAR
[X' -XX"]
INDICATES COLUMN BELOW
INDICATES COLUMN ABOVE
INDICATES JOIST BEARING
INDICATES JOIST HANGING
INDICATES MOMENT CONNECTION
INDICATES SURFACE PLANE STEP IN ELEV.
INDICATES BUILDING ELEVATION
INDICATES 1/2' PLYWOOD SHEAR PANELS
FOR EXTENT INDICATED. PROVIDE NAILING
AS NOTED IN GENERAL NOTES.
[XXX' -XX) INDICATES TOP OF BEAM ELEVATION
10 k;b& ivT±e' INDICATES OVERFRAMING
II. ALL SUB -FLOORS TO BE 3/4" T 1 G PLYWOOD 6LU-NAILED
WITH NAILING AS NOTED IN GENERAL NOTES.
12. ALL COLUMNS SHALL BE 2- 2x6 UNLESS NOTED OTHERWISE
13. ALL HEADERS UNLESS NOTED OTHERWISE SHALL BE 3- 2x10
OR 2-9 1/2" VL WITH 2" RIGID INSULATION. COORDINATE
WITH ARCHITECT. 1Q INSULATION AT INTERIOR WALLS.
14. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR
ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS.
NOTE:
SEE ARCH. FOR
ALL DIMENSIONS
1 ELEVATIONS
NOT INDICATED..
NOTE:
ALL HALF -TONE MEMBERS
INDICATED A5 (E) ARE
EXISTING AND ASSUMED.
BUILDER TO FIELD VERIFY
AND NOTIFY ENGINEER OF
ANY DIFFERENCES FROM
THAT INDICATED.
5,K. PEIGHTAL ENGINEERS
WAIVES ANY AND ALL
RESPONSIBILITY AND LIABILITY
FOR PROBLEMS WHICH ARISE
FROM FAILURE TO FOLLOW
THESE PLANS AND THE DESIGN
INTENT THEY CONVEY, OR FOR
PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN
AND/OR FOLLOW GUIDANCE OF
5.K. PEIGHTAL ENGINEERS WITH
RESPECT TO ANY ERRORS,
OMISSIONS, INCONSISTENCIES,
AMBIGUITIES, OR CONFLICTS
WHICH ARE ALLEGED.
THESE DRAWINGS ARE TO BE
USED WITH THE ARCHITECTURAL
DRAWIN65 ON THE PROJECT TO
CLEARLY DEFINE ALL OF THE
REQUIREMENTS FOR
CONSTRUCTION. MERE
CONFLICTS OCCUR, CONTACT
ARCHITECT FOR CLARIFICATION.
SKP'E
S K PEIGHTAL ENGINEERS
204 PARK AVENUE UNIT 1C
BASALT, COLORADO 81621
PHONE: (970) 927-9510
OLSON ADDITION
5648 COUNTY ROAD 243
GARFIELD COUNTY, CO
ISSUE :
08/01/12 PROGRESS
OS/28/12 PERMIT
10/01/12 COORDINATION
10/11/12 FRAM'G OPT.
JoE# 12025
SHEET:
S2.1