BLD2022-1465+ENG RFI4.24.2024_9.22.14_AM+4215641C3 Legend
Revised
Commentary
PANEL EDGE NAIL ALL
HOLDOWN POSTS
HOLDOWN (where occurs)
PER PLAN TO 46 POST
(embed per plan)
SHEARWALL PER PLAN
W/ NAILING PER
SHEARWALL SCHEDULE
8d @ 6" oc
HANGER PER
GENERAL NOTES
FLOOR JOISTS AND
SHEATHING PER PLAN
2x LEDGER w/ (2) 1/4" 0 x
4-1/2" SIDS SCREWS EA.
STUD (16" oc max.)
SHEATHE AND NAIL
CRIPPLE WALL TO MATCH
WALL ABOVE
ADD 6x6 POST AND 6x6
BEAM LINE TO ACCOUNT
FOR THERE BEING NO
(E) FOOTING. SPACE
POSTS @ 84" OC MAX.
INSTALL ABU BASE EA.
POST LOCAITON W/ 5/8"
0 TITEN HD (embed 4").
0
w
m
UJ
w
(N) CONCRETE M
12" min. 3"
IRIGTtAL
MNEMNS
2124 Third Avenue - Suite loo - Seattle, WA 98121
p:2o6.443.6212 ssfengineers.com
934 Broadway - Suite loo - Tacoma, WA 98402
p:253•z84.9470 ssfengineers.com
ALL FASTENERS INTO PRESSURE
TREATED WOOD SHALL BE GALV.
OR STAINLESS STEEL PER
GENERAL NOTES
VERT. GRAIN BLKG. TO
MATCH HOLDOWN
STUDS/POSTS
(E) FLOOR FRAMING
A35 CLIPS PER
SHEARWALL SCHEDULE
PROVIDE THREADED
COUPLERS AS REQ'D TO
EXTEND ANCHOR ROD
MATCH POST ABOVE
WHERE OCCURS
P.T. 2x PLATE W/
POST -INSTALL SILL BOLTS
PER SHEARWALL SCHEDULE
\ / \ 2" /
#4)f-- @ 18" oc
[embed 4" into (E) conc.
/ w/ epoxy per general notes]
SAWCUT (E) FOOTING
Comment: These do not
occur since there was no
existing footing.
PIN PILE PER PLAN
Project Title: Date SSF project no.
Pacquer Residence 3/7/24 10963-2021-17
Design
TCV
Sheet Title: Drawn Sheet
Crawl Space Framing TCv
for (E) Footing Absence SSK- 1
Legend
Revised
Commentary
GL 5-1 8x15 or
GL 8-3/4x12 or
PSL 7x11-7/8 or —
(4) LVL 1-3/4 x 11-7/8
(notch @ ext. wall)
(2) 2x8 HDR. TYP. U.N.O.
IQL
�O
N
N
R
EXT. WALLS SHALL
All
IMIGTtAL
MNEMNS
0>
(2) 2x12
USSR JO
ST
Post below noCID
Upgrade to
longer occurs. ' 4x6 post.
NUC_ 2
N U ......
C_
............. ..........................
. `.
'Op
A
9�'S� ��
:.
O
x . '<`.....
`.:
Jp C
'Q.o:;.. SST 9A
css R
LL 412LL
U U
.................
=
2
.............
lg
OC
..........................
N
N
(�F
2)
x
:,
(E) HDR
5�
c
2x12 @
24 oc
Q
Q P
V
�+ C�
�,
:.;;: F
c
9
A
Project Title:
Pacquer Residence
2124 Third Avenue - Suite loo - Seattle, WA 98121 Sheet Title:
p:2o6.443.6212 ssfengineers.com Roof Beam in Lieu of
934 Broadway - Suite loo - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com Main Floor Post
Date SSF project no.
3/7/24 10963-2021-17
Design
TCV
Drawn Sheet
TCV
SSK-2
R1
6x8 CURB (pressure
treated ii
2x RIM
SHEARV
W/ NAILI
SHEARWALL 6UHtUULL
IMMGTtAL
MNEMNS
Legend
Revised
Commentary
Project Title:
Pacquer Residence
2124 Third Avenue - Suite loo - Seattle, WA 98121 Sheet Title:
p:2o6.443.6212 ssfengineers.com
934 Broadway - Suite loo - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com
Top Mount Roof Deck
Guardrail w/ 8" Sleeper
GUARDRAIL VERT. BY
OTHERS (6'-0" oc MAX.)
CS16 STRAP @ 4'-0" OC
Date SSF project no.
3/7/24 10963-2021-17
Design
TCV
Drawn Sheet
TCV
SSK-3
HGAIOKT
(2) 2x8 HDR. TYP. U.N.O.
ALL (N) EXT. WALLS SHALL
BE W6 TYP. U.N.O.
SISTERED DECK JOIST
PER DTL. F2
i,
(E) DROPPED BEAM TO BE
DEMOLISHED
IMIGTtAL
MNEMNS
Project Title:
Pacquer Residence
2124 Third Avenue - Suite loo - Seattle, WA 98121 Sheet Title:
p:2o6.443.6212 ssfengineers.com Main Floor Beam
934 Broadway - Suite loo - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com Alternate
Date SSF project no.
3/7/24 10963-2021-17
Design
TCV
Drawn Sheet
TCV
SSK-4
(E) DROPPED BEAM TO BE
DEMOLISHED
LOCATE POST @
EXISTING SUPPORT POINT
(Sy'
[gSR
v
4X7Z v
- <SSR �
d .
p'�' USSR
ro < F4
MAIN FLOOR FRAMING PLAN
IMIGTAL
MNEMNS
Ll
^ (E) HDR.
F5
W2 shearwall permitted to be
relocated to exterior wall
location shown. Provide
oC HDU5 each end attached to
double stud. Embed 5/8" 0
all -thread 16" (use SET-XP or
SET-313 epoxy if
post -installed).
W2
BEAM
Project Title:
Pacquer Residence
2124 Third Avenue - Suite loo - Seattle, WA 98121 Sheet Title:
p:2o6.443.6212 ssfengineers.com Shear Wall
934 Broadway - Suite loo - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com Relocation
(E) HDR.
1/4" = 1'-01,
U WE
Date SSF project no.
4/24/24 10963-2021-17
Design
TCV
Drawn Sheet
TCV
SSK-5
SEE PIN PILE
SPACINGS PLAN
FOR ADDITIONAL
FOUNDATION
REQUIREMENTS
-I ,
....................................
-----------
MAX DECK JOIST
CANTILEVER IS
3-6" FOR A 6'-6" ;
BACKSPAN
C2
-------------------
1^ /--1*1;/.:/; 1
C4 ,
SISTERED DECK
JOIST PER DTL. C4 2�pG
C2
�GTtAL
MNEMNS
Project Title:
Pacquer Residence
2124 Third Avenue - Suite loo - Seattle, WA 98121 Sheet Title:
p: 2o6.443.6212 ssfengineers.com Deck Joist Extents
934 Broadway - Suite loo - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com
Date SSF project no.
4/25/24 10963-2021-17
Design
TCV
Drawn Sheet
TCV
SSK-6