REVIEWED BLD BLD2024-0078+STRUCTURAL PLANS+1.17.2024_6.51.23_PM+4005719NOTE: SIMPSON SSTB20 ANCHOR BOLTS
AND k' DIAMETER ROD TO ALIGN WITH
HOLDOWNS SHOWN ON ROOF
FRAMING PLAN.
='MAX.-
o n
TSIM.
20'
STRUCTURAL NOTES
• ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI.
• REINFORCING STEEL SHALL BE ASTM A615 GRADE 60.
• ALL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 OR BETTER
UNLESS NOTED OTHERWISE.
• ALL TREATED LUMBER SHALL BE HEM -FIR NO. 2 OR BETTER.
• ALL GLUE -LAMINATED BEAMS (GLB) SHALL BE 24F-V4 DF/DF.
• CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS PRIOR TO
ORDERING MATERIALS.
• SEE DETAIL 2 ON SHEET S4 FOR BEARING WALL AND
STRUCTURAL SLAB REMOVAL REQUIREMENTS.
11 \6J
17'-4" 2'-0" TYP.
o ❑a F] M
A 4-3 TYP. - ,SS SS
NEW STEM WALL
EXISTING STEM WALL
'* CLEAN AND ROUGHEN END OF EXISTING
STEM WALL. INSTALL #4 DOWEL BARS TO
ALIGN WITH NEW STEM WALL HORIZONTAL
BARS. DOWEL BARS INTO EXISTING
CONCRETE WITH SIMPSON SET-3G
ADHESIVE. EMBED BARS AS REQUIRED TO
DEVELOP FULL BAR CAPACITY. LAP
DOWEL BARS WITH NEW STEM WALL
HORIZONTAL BARS 2'-0" MIN.
k' DIAMETER THREADED ROD DOWELED
INTO EXISTING STEM WALL WITH SIMPSON
SET-3G. EMBED ROD AS REQUIRED TO
DEVELOP ROD CAPACITY.
FOUNDATION PLAN
NOT TO SCALE
Im
STRUCTURAL CONCRETE SLAB
TO BE REMOVED.
COLUMN AND FOOTING TO BE
CENTERED UNDER EXISTING BEARING
WALL.
..............................................
REVIEWED
BY
CITY OF EDMO DS
BUILDING DEPAR MENT
RECEIVED
Jan 19 2024
CITY OF El MONDS
DEVELOPMEN F SERVICES
DEPAR ENT
BLD202 -0078
?00-,f WAS*,SHEET
,yoF ASGARIAN - REICH RESIDENCE UMBER
-RENOVATION AND ADDITION 8928 179TH PLACE SW S l
37348 U�.1►���� EDMONDS, WA 98026
�S�ONA E�a�?
��,�/� FOUNDATION PLAN
FLOOR FRAMING PLAN
NOT TO SCALE
XISTING FLOOR
RAMING
RECEIVED
Jan 19 2024
CITY OF E MONDS
VELOPMEN F SERVICES
DEPARTMENT
rp�U•-•wp
GQ �,F wAsy'ytit�' ASGARIAN - REICH RESIDENCE USHEET
MBER
a RENOVATION AND ADDITION
h
�G 37348 8928 179TH PLACE SW S 2
n Cr._ .. EDMONDS, WA 98026
el
,�2� I FLOOR FRAMING PLAN
ED
DES
LOCATE TEMP. SHORING 1" MA
FROM FACE OF EXISTING
BEARING WALL
EXISTING BEARING
WALL TO BE REMOVED
EXISTING CONCRETE
SLAB TO BE REMOVED
SAWCUT
DEMOLITION SECTION 2
NOT TO SCALE Sji
TAKE CARE NOT TO DAMAGE EXISTING TRUSSES
WHEN REMOVING EXISTING BEARING WALL.
TEMPORARY SHORING BY CONTRACTOR.
TEMPORARY SHORING TO BE INSTALLED
PRIOR TO STARTING DEMOLITION.
CONTRACTOR TO VERIFY THAT EXISTING
FLOOR JOIST RUN NORTH AND SOUTH
BEFORE INSTALLING TEMP. SHORING AND
STARTING DEMOLITION. IF EXISTING
FLOOR JOISTS RUN EAST AND WEST,
CONTACT ENGINEER BEFORE
PROCEEDING.
J�
OF �-
•I�e".o�' O
FIVED
9 2024
OF El MONDS
'.MEN SERVICES
ASGARIAN - REICH RESIDENCE urine R
RENOVATION AND ADDITION c�
8928 179TH PLACE SW J
EDMONDS, WA 98026
SECTIONS
EXIST. GRADE FLOOR DIA. AND JOISTS FLOOR DIAPHRAGM
PER FLOOR FRAMING PLAN AND JOISTS PER
FLOOR FRAMING 2X6 LEDGER
WALL FRAMING AND — — _ 2X6 LEDGER PLAN ATTACHED
�—
SHEATHING PER _ — — — — — ATTACHED TO EACH STUD
ROOF FRAMING PLAN TO EACH WITH (2) STUD WITH SCREWS
" DIA. ANCHOR (2) 3
BOLT AT 4' MAX SCREWS
OC. 6" MIN.
EMBEDMENT
FINISH GRADE 6" MIN.
POST AND EXISTING
BEAM PER GRADE
FLOOR
(4) #4 CONT. FRAMING
(2' LAP SPLICE) PLAN
#4 AT 2'-0" oc
1'-6" MIN. ALTERNATE HOOK — —
INTO FOOTING POST AND BEAM PER
FLOOR FRAMING PLAN
1101 FINAL GRADE /
UNDISTURBED
— — — 6" NATIVE SOIL
1'-6" �{
SJECTION I FINAL GRADE/ SECTION
3"CLR.
UNDISTURBED 2
NOT TO SCALE S I, S2 NATIVE SOIL NOT TO SCALE
" DIA.
POST PER FLOOR
�— FRAMING PLAN
GALV.
THREADED
ROD AT
WALL FRAMING AND
4' OC SET
SHEATHING PER
IN CONC.
ROOF FRAMING PLAN
WITH
SIMPSON
SET-3G
ADHESIVE
T BASE PER
/ FLOOR FRAMING PLAN
3 2"
EXISTING CONCRETE
6 FLOOR SLAB
NEW CONCRETE FOOTING
SECTION 4
NOT TO SCALE S l
3" CLR J
POST AND BEAM PER
FLOOR FRAMING PLAN
ABANDONED
EXISTING
STEM WALL
SEE SECTION 1 ON THIS
SHEET FOR NEW STEM
WALL DETAILS
FLOOR DIAPHRAGM PER FLOOR FRAMING PLAN
FLOOR JOIST PER FLOOR FRAMING PLAN
POST PER FLOOR
FRAMING PLAN
BEAM PER FLOOR
FRAMING PLAN
POST CAP AND
NEW CONCRETE
FOOTING
BASE PER FLOOR
FRAMING PLAN
6"
� CO1 I1MN PFR FI (XOR FRAMING; PI AN
SECTION 5
NOT TO SCALE 1
ICRETE FOOTING
XISTING CONCRETE
LOOR SLAB
JYj 1l1V(-L 1 01 1l. U #4
BARS EACH WAY
EXISTING CONCRETE SLAB
SECTION 3
NOT TO SCALE S l , S2
s
ASGARIAN - REICH RESIDENCE
RENOVATION AND ADDITION
8928 179TH PLACE SW
EDMONDS, WA 98026
DETAILS 1 OF 2
DIVED
1912024
OFE MONDS
RMENT SERVICES
SHEET
NUMBER
S5
FASTEN NEW FLOOR DIAPHRAGM
FLOOR IAPHRAGM
TO EXISTING RIM JOIST W/ 1 �' LONG
EXISTING RIM JOIST
PER FLOOR FRAMING PLAN
16 GAGE STAPLE AT 6" OC
EXISTING FLOOR
NEW FLOOR DIAPH.
DIAPHRAGM
FLOOR JOIST
-�
PER FLOOR
PER FLOOR
FRAMING PLAN
FRAMING PLAN I
JOIST HANGER
1�11
PER FLOOR
111
FRAMING PLAN
!11
I II
(3) 3" SCREWS AT
EACH WALL STUD
EXISTING FLOOR
JOIST
LEDGER PER FLOOR
FRAMING PLAN
FLOOR JOIST PER
BEAM PER FLOOR
FLOOR FRAMING
FRAMING PLAN
PLAN
BEAM PER FLOOR
SIMPSON HUC48
FRAMING PLAN
BEAM HANGER
EACH SIDE OF
COLUMN
SIMPSON HUC48
BEAMS HANGER
FULL HEIGHT
COLUMN PER FLOOR
FRAMING PLAN
SECTION
NOT TO SCALE S
ROOF DIAPHRAGM PER ROOF FRAMING PLAN
r- SIMPSON A35 AT 4'-0" OC
2X BLOCKING
2X BLOCKING
WALL FRAMING AND
SHEATHING PER
ROOF FRAMING PLAN
SUPPLEMENT EXISTING ANCHOR
BOLTS TO ACHIEVE MAX SPACING
OF 4'-0" OC. ADD J' DIA. GALV.
THREADED ROD SET WITH SIMPSON
SET-3G ADHESIVE
4" MIN.
SECTION 2
NOT TO SCALE �,S
2X4 BLOCKNG AT ' I Imo- EXISTING
4'-0" OC ROOF TRUSSES
(2) 16D NAILS AT 16' OC
(EACH STUD AT WALL)
F
SECTION 3
NOT TO SCALE S 3
EXISTING TRUSS AND ROOF DIAPHRAGM
EXISTING BLOCKING
I �' LONG
16 GAGE SIMPSON HlA AT EACH TRUSS
TRUSS PER ROOF STAPLES
FRAMING PLAN AT 4" OC I VL
SIMPSON HIA J WALL FRAMING
AT EACH END OF
EACH TRUSS AND SHEATHING
PER ROOF
FRAMING PLAN
WALL FRAMING AND
SHEATHING PER ROOF
FRAMING PLAN
SECTION 4
NOT TO SCALE S3
2X4 AT 2'-0" OC
ji MIN. STRUCTURAL I SHEATHING
FASTENED TO FRAMING WITH
1 �' LONG 16 GAGE STAPLES
AT 4" OC AT PANEL EDGES AND
AT 12" OC IN THE FIELD
SECTION 5
NOT TO SCALE S3
SIMPSON CS 16 STRAP ACROSS
BEAM JOINT AT COLUMN
SIMPSON BC46 POST CAP
FULL HEIGHT COLUMN PER
ROOF FRAMING PLAN
ASGARIAN - REICH RESIDENCE
RENOVATION AND ADDITION
8928 179TH PLACE SW
EDMONDS, WA 98026
DETAILS 2 OF 2
IVED
2024
MONDS
�.SERVICES
/ WaART ENT
SHEET
NUMBER
S6