Plans (6) Site Address: 9650 Sw („„ 6,� .-1, r G7-22 f
111 Building Division
T I G A R D Deferred Submittal Transmittal Letter
TO: I oni H DATE RECEIVED:
DEPT: BILDING DIVISION
FROM: Lh�,'s f /14e/ennd
COMPANY: 1416,07
PHONE: !7-l ` f By: /,,
54/cxrce,147k r . I of 20 2/ - ap /ei s
RE: (/6Sc ct G �o& I,/ i, ✓ �+? '2z. R41P202/ - ; E r//
i
(Site Address) ! / (Permit/Case Number)
/e/Y C kr, A� t '4
(Project name or subdivisio name and lot numb-
Valuation of Deferred Submi : : $ (>�ij/
ATTACHED IS THE FOLLOWING DEFE I.' ED SUBMITTAL ITEM:
Copies: Description:
Remarks:
\\w�
NOTE: Documents for def:�'-'f ittal items shall be submitted to the registered design professional in
responsible charge who shall'- ", them and forward them to the building official with a notation indicating that
the deferred submittal docum have been reviewed and been found to be in general conformance to the design of
the building.The deferred su. 'ttal items shall not be installed until the design and submittal documents have been
approved by the building o 'cial. Oregon Structural Specialty Code Section 106.3.4.2
FOR OFFICE USE ONLY
Routed to. Permit T clinician: Date: a - Initials: ..'
Fees Due: 'es ❑ No Fee Description: Amount Due:
Deferred Submittal Fee: $ far.3 e
Additional fee based on valuation:
Other: it a fir oce.S.s'1n5 $
Total Fees Due:
Specia
Inst ctions:
R tint Permit(per PE): ❑ Yes No ❑ Done
Applicant Notified::..kwA r-'es/1 Date: ail c,�a 3j Initials: ,
The fee for processing and reviewing deferred plan submittal shall be an amount equal to 65%of the building based
on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in
addition to the project plan review fee based on the total project value.
I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07
ilf �� • lil
•"1"""m" CONSTRUCTION CO.
BUILDING VALUE I www:walshconstrur;lon.com Submittal Sheet ECEIvE ,W
112211-Terrace Glen Apartments JAPI 2 6 2021 6'd
Project: 112211- Spec Section: 1014 00 CITY OF TIGARL
Terrace Glen Apartments Submittal: 3 BUILDING DIVISION
9650 SW Greenburg Road Revision: 0
Tigard,OR Package: Shop Drawings
97223 Date: 1/6/2023 PST
Submittal Title: Address Signage
Submittal Detail:
Response Due By: 12/23/2022 PST
Walsh Review: •rchitect Review:
C2/ C2K Architecture,Inc.
\ Deferred or Delegated-Design Submittal Review
Project Name:Terrace Glen Apartments Acton:
Submittal Package#: Shop Drawings X NO EXCEPTIONS TAKEN REVISE AND RESUBMIT
Submittal ID#: 3 X MAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEM(S)
Date Submitted: 1/6/2023 PST ','. NOT REVIEWED-KEPT FOR RECORD C:i REJECTED
Spec Section:1014 00 Review is solely to check for conformance with design concept and specified
performance and design criteria,if any,as expressed in the Contract Documents.
Review is not for the purpose of determining the adequacy,accuracy and
The review by ("Walsh Construction Co"}of the above Submittal is completeness of the design,dimensions,quantities,or design services.
subject to the Contract Documents and Shall not relieve the C2K Architecture,Inc.relies upon the services,certifications,or approvals of the
delegated-design professionals responsible for the delegated-design submittal.
Subcontractor/Supplier from any of its obligations under the agreement Submittal corrections or comments do not relieve the Contractor of its obligation to
with Walsh nor give rise to any claim in favor of the Subcontractor/Supplier comply with the requirements of the Contract Documents.
or third parties against Walsh or Owner.
Processed By: kgrant Date: 01/17/2023
By: WCC Review
Other Review: Notes:
REVISION
VALIDITY OF PERMIT
A pp1®\.ED THE ISSUANCE OF A PERMIT
�" i BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
CITY OF TIGARD. DATA SHALL NOT PREVENT
REVIEWED FOR CODE COMPLIANCE THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
APProved: I OF ERRORS. OSSC 105.4
OTC: [ I
rni1t#: - g
Address: 96 6 In S u (--tree,-,k ,(s
Suite#: I l
Br-, ,I JI J am•
Date: " -7�-
WALSH CONSTRUCTION CO.
PORTLAND: 2905 SW First Avenue • Portland,OR 97201 • (503)222-4375 • Fax: (503)274-7676 • ORCCa147267
SEATTLE: 315 Fifth Ave.S,Suite 600 • Seattle,WA 98104 • (206)547-4008 • Fax'(206)547-3804 - WALSHCC990D1
TACOMA: 301 S 28th Street • Tacoma,WA 98402 • (253)572-4245 • Fax:(206)547.3804 • WALSHCC99OD1
Page 1 of 3
s u L L A V f AY 11545 W.BERNARDO COURT,SUITE 201
/ \ • SAN DIEGO,CA 92127
ENGINEERING PROJECTMANAGER@SULLAWAYENG.COM
PHONE: 1-858-312-5150 FAX:1-858-777-3534
PROJECT: TERRACE GLEN, 12345 SW HALL BLVD.,TIGARD,OR DATE: 12/10/2022
PROJECT#: 38170 ENGINEER: SB
CLIENT: VANCOUVER SIGN GROUP LAST REVISED:
�' 2'-4"O.0 ,� -,,f• .._..._...___..._____ 2'-6" ................______ �`�� WOODBYO BLOCKING
ERS
\ l_ III (E) STUD WALL
. W/PLYWOOD SHEATHING
_ .. � 0 &2 LAYER GYPSUM SHEATHING
BY OTHERS
\ ;9(. ), ...�._ MI
2 \ —.. .. 2 (E) BRICK VENEER
l W/WR BARRIER
/
BY OTHERS
O.
O z
a r
0
\
N \ '* t'2 —PLAN VIEW_ ,- "die
r\ ss/
° alli
84474PE
oREcoN
EXPIRES: 06/30/2022
3�"
\ �r.._..-...-...-.... 1'_6" .._._... k. ,1' r_..1 „
-_1 ELEVATION:MAX OAH FROM GRADE:54'-0"
\ .! ¢ (E)STUD WALL
W/ PLYWOOD SHEATHING
SIGNAGE , & 2 LAYERS GYPSUM SHEATHING
%faiNo
BY OTHERS
-?1, — WOOD BLOCKING
°i/1 BY OTHERS
14 3/a"O LAG SCREWS
o0 MIN. EMBED.=1Y2"
a
10i MIN.THREADED PEN.=1Y2"
GENERAL NOTES • (% _ INTO WOOD BLOCKING
1. DESIGN CODE:IBC 2018,OSSC 2019 •' MIN. (6)TOTAL
2. DESIGN LOADS:ASCE 7-16 1 ,N. WI SPACERS AS REQUIRED
3. WIND VELOCITY 100 MPH EXPOSURE C SEE ELEVATION FOR LOCATIONS
4. LAG SCREWS PER NDS SPECIFICATIONS ---SECTION- N.. (E) BRICK VENEER
5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS WI WR BARRIER
6. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION BY OTHERS
7. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
Page 2 of 3
S L LAWAY
ENGINEERING
PROJECT: TERRACE GLEN DATE: 12/10/2022
PROJ. NO.: 38170 ENGINEER: SB
CLIENT: VANCOUVER SIGN GROUP
V5.5 units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-16
Peet=2 Kzt Pnet30 (ASCE 30.4-1)
�= 1.56 (ASCE Fig. 30.4-1)
Kzf= 1.0 (unless unusual landscape)
V= 100 mph Exposure= c
Area= 30.0 ft`
max. height= 54.0 ft
Pnet30 16.81 psf Pnet= 26.23 psf
Pnet3o= -21.75 psf Pnet= -33.93 psf
Loads 0.375" Dia. Lag Screws -Signage to Wall (LRFD):
Pnet= See Above= 33.93 psf
Tributary Area= ATr;b,=(4'-0")*(2'-6")/2= 5.00 ft`
Tributary Area= Amb2=(12'-0")"(2'-6")= 30.00 ft2
Wind Load1= WL1=Pnet*ATrib1= 170 lbs
Dead Loadl= DL1=1.2"lopsf*ATrib1= 60 lbs
Wind Load2= WL2=Pnet"ATrib2= 1018 lbs
Dead Load2= DL2=1.2*10psf*ATrib2= 360 lbs
arm= (1.5")+(3.5")+(18")/2= 14 in
MDL= DL2"arm= 5040 lbs-in
Spacing= = 48 in
Additional tension due DL= TDL=MDL/spacing/2 screws= 53 lbs
#screws= = 6 screws
dia.= = 0.375 in
Tension per screw= Tu=WL1+TDL= 222 lbs
Shear per screw= Vu=0L1= 60 lbs
Page 3 of 3
S U LLAWAY
ENOINEERING
PROJECT: TERRACE GLEN DATE: 12/10/2022
PROD.NO.: 38170 ENGINEER: SB
CLIENT: VANCOUVER SIGN GROUP
LAG SCREWS(LRFD)-SOLID WOOD TO SOLID ALUMINUM-WITHDRAWAL AND SINGLE SHEAR LATERAL
FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER
W, 222 lb Withdrawal Load DOUGLAS FIR-LARCH ALUMINUM
Z 60 lb Lateral Load G 3 F„ 42 ksi Ultimate Strength
FASTENER DIMENSIONS , iz „ ] n t, 0.�in Thickness
z L„, I 1.5 in Length into Main MBR 8 1,,A I deg
L7
.75 D +e.7... in Nominal Diameter
L.,
o w lein Washer1 Main Member End Grain(x)
g _.5:••• In Gap
p„,;„ 1.5 in Minimum dowel penetration for lateral loading - _ _~ENDS 11.1.3.7] �- �
p 1.5 in Actual dowel penetration based on selected dowel length
STANDARD HEX LAG SCREWS [NDS Appendix Table L2]
D, 0.265 in D 025 :313 1.1.375., 0.4'45 0.5 0525 0./5 0.815 1 1.125 1..2`-i
F,,,, 45000 psi INDS Table 11] L i-113 0.22 7 0-26 .328 D).311 1334 1 •,` 19 0.1,43 o 78 0?lril 1.012
DOWEL BEARING CALCULATIONS
Fen 5600 psi Dowel bearing strength,perpendicular to grain[NDS Table 11.3.2 Footnote 2]
Fe,pem 3646.03 psi Dowel bearing strength,parallel to grain(NOS Table 11.3.2 Footnote 21
F,, 3646.03 psi Fe 63000 psi Dowel bearing strength-Hankinson formula INDS 11.3-11]&Steel[NDS Comm.12]
L,,, 1.5 in L, 0.125 in Dowel bearing length
qr., 966.199 lbs/in q, 16695 lbs/in Dowel bearing resistance[AWC Techincal Report 12]-D,Assumption
M., 139.572 in-lbs M, 139.572 in-Ibs Dowel moment resistance based[AWC Technical Report 12]-D,Assumption
YIELD MODE DOWEL EQUATIONS[AWC Technical Report 12 Table 1-1]
I,., 289.86 lb P 1449.3 I Rd 5 Ko 3.15 8 90
I
I, 417.375 lb P 2086.88 Rt1 5 Kra 3.15 Ke 1.25
II 56.7768 lb P 255.496 A 3E-04 B 2.313 C -608.7I Rd 4.5 K0 3.15
III., 73.1492 lb P 292.597 A 3E-04 B 2.25 C -683.06 Rd 4 Ko 3.15
III, 31.4202 lb P 125.681 A 5E-04 B 1.563 C -204,79 Rd 4 Ku 3.15
IV 43.7321 lb P 174.928 A 5E-04 B 1.5 C -279.14 Rd 4 Ku 3.15
Z 31.4202 lb Ref Value Adjustment Factors ENDS Table 10.3.1]
Z' 67.8677 lb Adj Value CM _ C, Cr Ca C, Cee C, Cd, C,,, Kr 4 ),
RATIO 0.88 PASS 1 1 1 1 /... 1 ,,,,/... 1 1 3.32 0.65 1
WITHDRAWAL LOADING[NDS 11.2.1] Adjustment Factors ENDS Table 10.3.1)
W 304.966 lb/in Reference Value ENDS 11.2-1] CM C, Ce, KF 4) A
W' 658.726 lb/in Adj Value 1 1 1 3.32 0.65 1
p,re,; 0.33726 in Required thread penetration for withdrawal
p,,e„ 0.375 in -- Rounded up to nearest 1/8"
PL A.,Fitzas; Override for additional thread penetration
p,,,,,, 1.500 in
COMBINED LATERAL AND WITHDRAWAL LOADING[NDS 11.4.1]
a 1.30702 rad = 74.89 deg
Z„' 230.123 lb
Z; 514.161 lb Based on p,.Sei
RATIO 0.45 PASS