22-100945-Kitchen Remodel Structural Permit DWG- Framing-3-2-22-V-1NOTES:
1. SEE ARCH FOR DIMENSIONS.
STRUCTURAL NOTES
2. WALLS SHOWN ARE ON UPPER FLOOR.
3. SEE ARCH FOR EXTENT OF REMODEL WORK,
(E) FOOTING
INCLUDING WALLS TO BE DEMOLISHED.
(E) DECK BELOW
DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (IBC).
4. CONTRACTOR TO VERIFY ALL EXISTING FRAMING
— — — — — —
—
AND FOUNDATION SHOWN ON PLAN.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE START OF
CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS OF THE
NEW AND EXISTING STRUCTURE UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
(E) CONCRETE
ACCORDANCE WITH THE PLANS.
SLAB -ON -GRADE
E HDR BM TYP
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
- - - - - - - - -
- -
- - -
- -
-
- - - - - - - - - - - - -
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
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DESIGN LOADS
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ROOF SNOW 25 PSF
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ROOF DL 12 PSF
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FLOOR LL 40 PSF
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(E) FOOTING
FLOOR DL 15PSF
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(E) CONCRETE
CARPENTRY
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(N) GL 3Yx12
SLAB -ON -GRADE
POST - 6X, 8X DOUG-FIR #1, Fb =1200 PSI
6 S1
FRAMING - 2X, 4X HEM -FIR #2, Fb = 850 PSI
TYP
E RIDGE I I
GLU-LAM 24F-V4
I HATCHED WALL IS I I
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LSL Fb = 2325 PSI, E = 1.55E6
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TO BE DEMOLISHED
1
FRAMING HARDWARE DESIGNATIONS ARE SIMPSON STRONG -TIE. USE FULL AMOUNT OF FASTENERS
SPECIFIED BY MFR. HARDWARE IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE Z-MAX
11
DN.
F— 1
OR HOT -DIPPED GALVANIZED.
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— + —
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FRAMING NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2018 IBC LINO.
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(E) FOOTING
HEADERS SHALL BEAR ON (2) 2X TRIM STUDS.
DN.
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NOTES:
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1. SEE ARCH FOR DIMENSIONS.
2. EXTENT OF REMODEL PER ARCH.
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3. CONTRACTOR TO VERIFY ALL EXISTING FRAMING AND FOUNDATION SHOWN ON PLAN.
4. WALLS SHOWN ARE ON LOWER FLOOR.
STRUCTURAL GENERAL NOTES
1101
PARTIAL
ROOF FRAMING PLAN %4"=1'-o"
4
PARTIAL FOUNDATION PLAN
%4"=1'-0"
1
(E) 2x BRACE ROOF SUPPORT,
CUT AS NEEDED & ATTACH TO
END OF CEILING JOISTS AS SHOWN
(N) SIMP A34 AT (N) POST PER PLAN
TOP & BOT OF POSTS, WITHIN (E) STUD WALLS
EACH FACE
E 2x BRACE ROOF SUPPORT,
()
(E) DECK
ADD (F FULL BLKG (E) 2x SILL PL
CUT AS NEEDED & ATTACH TO
AT POST LOCATION (E) 2x BLKG
PL W/ SIMP A34
(N) 2x CONT PL ON TOP
OF GL BEAM, ATTACH
W/16d NAILS @ 6" oc
(E) 2x JOIST
(E) 2x DBL TOP PL
(N) SIMP A34 AT
(E) 2x6 CEILING JOISTS (N) SIMP LUS26, TYP
TOP & BOT OF POSTS,
EACH FACE (N) POST PER PLAN
PER PLAN, TYP
(N) GL BEAM PER PLAN
II
WITHIN (E) STUD WALLS
ATTACH 2x BRACE TO JOIST
W/(3)SDSY"x3" SCREWS
II N
SHORE & CUT (E) JOISTS,
II
HANG TO BEAM
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(E) HDR BMc
11
FLOOR DETAIL
8
(N) BEAM DETAIL
5
CL SPLICE (NO SPLICE WHERE
- - - - - - - - - - -
BEAM IS CONTINUOUS OVER
C
COLUMN)
0
BEAM PER PLANS BEAM PER PLANS
II
11
II up E EAMDN, II
(N) POST PER PLAN
WITHIN (E) STUD WALLS
(N) SIMP A34 AT
TOP & BOT OF POSTS,
_ Z
EACH FACE
•
(E) 2x SILL PLATELEI
.
•
.
DN (E) BEAM I
CCQ COLUMN CAP ECCQ COLUMN CAP
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III=III=III=III=
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E HDR BM TYP
(E) FOOTING, III=III- IIILlFf
POST PER PLANS POST PER PLANS
CONTRACTOR
NOTES:
TO VERIFY
1. SEE ARCH FOR DIMENSIONS.
2. WALLS SHOWN IN SOLID ARE ON UPPER FLOOR, WALLS SHOWN IN HIDDEN ARE ON LOWER FLOOR.
3. SEE ARCH FOR EXTENT OF REMODEL WORK, INCLUDING WALLS TO BE DEMOLISHED.
BEAM SPLICE DETAIL BEAM END DETAIL
4. CONTRACTOR TO VERIFY ALL EXISTING FRAMING AND FOUNDATION SHOWN ON PLAN.
112
FOUNDATION
DETAIL
1"=1'-o"
9
TYP
BEAM/POST
CONNECTION
6
PARTIAL
FLOOR
FRAMING
PLAN
%4"=l'-o"
3
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RECEIVED
3/8/2022
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
PREVISIONS
NO. DATE
2126/22 PERMIT SET
2/26/22 22-025
DATE JOB #
AM AM
DESIGN CHECKED
AM AS NOTED
DRAWN SCALE
IIIIIIIIIIIIIIIIIIIIIJURISDICTION STAMP
IIIIIIIIIIIIIIIIIIIIISHEET TITLE
FOUNDATION, FLOOR
& ROOF PLANS,
DETAILS &
STRUCTURAL NOTES
IIIIIIIIIIIIIIIIIIIIISHEET NO.
si