BLD2021-0985+Structural Field Report+8.25.2023_2.33.26_PM+3748628Swenson Say Faget
STRUCTURAL ENGINEERING
206.443.6212
E+ ssfengineers.com
Memorandum
To: Studio Zerbey Date: July 21, 2023
Kyle Zerbey
Address: 6522 9th Ave NW From: Brett Mozden PE
Seattle, WA 98117
Project: Puget Sound Residence
12687-2021-02
Final Framing Observation
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
414 N Pearl Street, Suite 8
Ellensburg, WA 98926
On July 19, 2023 Swenson Say Faget performed a site visit. This site visit represents the completion of our structural
observation. These structural observations are described in the 2018 International Building Code Section 1704.6.
We visually observed the framing for general conformance to the approved plans and specifications. This
observation does not include or waive inspections as required in Sections 1703, 1704.1-5, and 1705.
In our structural observation, selected portions of the work were reviewed where possible. Not all areas of
construction were accessible. Review procedures were conducted in accordance with commonly accepted
standards of practice. The procedures indicate actual conditions only where the review was performed and that the
results were inferred to exist in other areas not reviewed or not visible.
Structural review is a technique employed to minimize the risk of problems arising during construction. Structural
observation by the design professional does not constitute warranty or guarantee of any type. In all cases, the
contractor shall retain responsibility for the quality of work and for adherence to the approved plans and
specifications.
During our site visit we observed the following conditions that did not meet our permitted design intent:
• S2.3 — Blocked roof between grids 4/5 and C/D not observed
Client Page 2 February 14, 2022
• S2.2 — Straps and holdowns not observed highlighted in yellow:
Q Q Q Q Q Q Q Q
i i i i i i
FULL -HT. 81 CONCRETE
SCUPPER PER WALL - REMF W/ #4 I II
BEAM ,0 �AAI ARCH. DETAIL ®17oc E. EF - -
CONN. PER 6/55A \ 4/54.2 S/53.3 I I 10/53.1
-- / ----- _- 1 --- I _ - /_--__- _-- II r
o- ,Q ---- IN. - BZ )✓' [lIY.--_-_--INV T.-. -.�-i -.-I-. 'I-.-.--
UPTURN D GL 5 2 30
tR
8�2
Qom_' II
ELA e IA HDU4 I i I 1i I I
3/S42 !1 1/132
1O/s3 h r
i 11 I I
2a101317oc
OR"1A/4x91/t ®16'oc 16'oc e I _ -LSL3 r31/2 ;li
o-�_ —.— —-----.— _�_
10/55.2 3 I H��g 9/5421
i 0 a i Ir ii 1
BEAM TO BEAM
PER 2/S52 L1 `,a N 1 _____�____ 1i 1
B2 B2 I
n,57-.---.-. W4 -.-. Wa — -.-.- -.-. - L.-.-.-.-.-.-.
BEAM TO BEAM RC
CONN. PER 7/55.1 3 Q, �A' a - <
^ 2F'I HT920 B210 wall I 1
IIQ STEEL BEAM I WOOD / I II 1 COL CONN. PER 6/65.2 m 7'0 HOLE CNiR'D. 12 53.3
IN BEAM DEPTH I II
STEEL BEAM TO UPTURNED I &BEAM SPAN 1 1 v I 11
A GL PER I/55.2 1 9 2" TJI 210 11/2' TJI 210 4 1
I ®16 w ®i6 a HOOD W21 SDS/4x3�/i II
El
3/54.2 3 I - SCREWS .I 1 1 I'-
n ET
d 1 �______ -+y EA
2/C 1 P.T. 4112 — 11 /S35 11 HL
2 JSs I'L SC
1I + r 1
A= s42 1 4C 8/53 1 - 1 2.
(I/SA-2- FT11/s V 3.3 a
Z3
STEEL BEAM TO UPTURNED 1 1
GL PER 1/35.2 '� — +' — —�To
BI} M i0 BEAM j STEEL BEAM TO WOOD j m 1 - GR
REAM TO BEAM P 2/55.2 j COL CONN. PER 6/55.2 z� M' 6'�"O 'sr — — — — — — ----- ---- r�
CONN. PER 11/55.2
s 7B31 OPP. — _.�_._ • WJ — _ .— — — — — I 12/53.3 o-- — n p 1 s, es 66 B2 o-
POST i0 BEAM 20-C�� a� P.T. 2�6 W.
CORN. PER 5/551 g1 w vs >\
7W. (6) LOC'S. 16'oc U� B2 o i i�L/I
62
LTI��IL'TANI
LE PER110/54.2 2,12 ®E IN^ a V HDU4 B2 I
ITYP
El
I
m I I iil I
HDU2
16 C /2+9/
HDU4
2
�IIII 4 i l I
J
} TO LLusH 2, D Sa2
s
3 53.2
s / /
w/ssI I I
o-—— — — — — —— —
eJJae�s R
I HONsINV.NV. INV 2 RIM ik
I IC
4/�42 UPTURNED CL 9/2" I
1 W6 -ALL xTERIOR
BEAM 0 BEAM WAllS 11P� U.N.O.rS
l
Cg1N. PER SCUPPER PER - q 2/S42
,0-------.-6L5$.1 OPP. ! pRCH. DEiAI�- - - - - - - - - - '1 - - i --.-. - - - ---T _. _.- _. _. _. - -.� --. _. _. _-
7/55.2
11/53'2
I I I I L I I
HDU2
------------
o-
„---------------1i----------i- - - - -
-i----i----------
1 i i i i i i i
b b b b b b b b b
• S2.2 — The framing on grid 5 between G and I bears on the 2x4 furring wall in front of the concrete. A large
pipe was observed running through the bearing wall compromising it's integrity. We recommend adding
SEATTLE 2124 Third Avenue, Suite 100, Seattle, WA 98121
STRUCTURAL TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 206.443.6212
ENGINEERING CENTRAL WA 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 (4) ssfengineers.com
Client Page 3 February 14, 2022
2x4's on the inside face of the wall flat framed against the studs and nailed to the studs w/ 16d4a6"o.c.
-- -- -- -- Y I -- -- PIPE
-- -- V � -- -- -- --
2x4 flat w/ 16d @ 6110.C.
• S2.2 — while on site it was noted the hatch for blocked floor diaphragms on S2.2 was missing. Attached to
this memo is an updated S2.2 with the hatch turned on showing the floor diaphragms intended to be
blocked. The areas in red:
Q Q Mnin Floor F=LI Plon
pim
_ - -_Waln xllz:. rilxq wz ttuuif lawl� jj
�� � - nRnRwrrs
¢ a n°nm olm t�z
------------
--- - -
I I ----- I
R��,ynu Mgm AMduN
Fyy , �, v:v,rsnsrs
i Ic tl,f�n wkA. qt nw
�x i //• V - _ C xun wld lug., ��,A. �5
i
r b r 0
m � ,aarm
3 = ' I------E --- —=EK- -- -
o-- — � -
o--- -
N_ 4_
I ll
b b b b b
Z'
-
-- --------
--------------------
------
i
I
7
nryE
�
b
b
We understand the decks already have a membrane on top and attaching the blocking from below may be
preferred. In lieu of the 8d nails, #6x2" screws may be used from below.
• General observation — Shearwall base plate nailing not observed at a few locations. Contractor to confirm
base plate nailing at shearwalls.
qo /"--
Brett Mozden, PE
Principal
Puget Sound
swag zer ev
PERMr
a Main Floor
F—i.g Plan
52.2
SEATTLE 2124 Third Avenue, Suite 100, Seattle, WA 98121
STRUCTURAL TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 206.443.6212
ENGINEERING CENTRAL WA 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 Q+ ssfengineers.com