Plans RECEIVED
JAN 1 1 2021
CITY OF TIGARD
BUILDING DIVISION
Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987PRmail.com
Contractor: Jon Erickson, 503-730-9220
jon.evenjobs(Eigmail.com CCB 162397
Scope of Work—Repair Decks
• Replace perimeter joists with PT _OFFICE. Copra
• Repair joist and soffit dry rot •
CITY OP TIGARD,,
• Replace 42" guardrail and infill to comply with REVIEWED FOR CODE COMPLIANCE
IBC multi-family code Approvedt�[J I
OTC: t•
Permit# -,r c)a J OO o s
Address j �� �� J�CI A cIT
•
Suite it; 0 7
File Name: Fountains Deck Permit Plans REVISED.pptx $y= Date1
•
VALIDITY OF PERMb
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTO\i
DOCUMENTS AND OTHER
DATA SHALL NOT PRE r.'T
THE CODE OFFICIAL FROM
3/19/20 Fountains at Summerfield - Deck Building Plans REQUIRING THE CORRU.-C' 1
OF ERRORS. OSTn
Typical Deck Construction and Size — 102 SF
BNctc'Cr>t. 114.5"
15"15 Imbedded 6x6 PT
E„ 4x4 PT Posts
L�
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code—Table
2304.9.1-29
2"x8" Joists 16" OC Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z. Two
lateral joists with DTT2Z brackets required for
Three 160 3-1/2"n HDG ---->
posts in this position. See
Beam — 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty
�' Tension Ties— page 337
Code—Table N
2304.9.1-29
House— Brick exterior
D
43"
Scale— 12"/increment
V T
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
Y
0
1C
C
co
X
N
Hardi-plank Fascia 9.25" x .25". Applied with exterior
adhesive and secured with post bolts. Wicking protection for soffit
provided by %" extension. Pre-paint before adding flashing
%2" plywood soffit
krZ
Scale— 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
�.. Simpson DDT2Z
Attach to lateral joist with
8 SDS 1.5" screws
%" x 6" Machine Bolt *,` DTT2Z supports 1800 lb.
HDG with nuts and `"~
tension load. Meets IBC
washers Code for multi-family deck
00 o guardrails.
x
E Refer to attached Simpson
catalog - Deck Tension Ties
Lateral Joist page 337
\\ Also refer to Simpson code
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale — 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
,---, Simpson Strong Drive
'" -1,'-*--A Wide Screw SDWS 4",
1
Railing 2 x 4 TKC
2 3/8" TL. Two per
Cap Rail —Trex Oetai� end, three in mid span
1" x5.5"
attached to
Railing with
exterior at
:::pport
'4' IIIII
P
v 2x4 TKC . °
1
o Attached to 1--
o a
r.i Railing and •* I Installation of
Posts with .' balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4",
2 3/8" TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V 2.75" space balaster 3/4" x 32".
0 Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
iiiiiiiiiiiii
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5