Plans RECEIVED
JAN 1 t 1�i21
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, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.evenjobs@gmail.com CCB 162397
Scope of Work— Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot OFFICE COPY
• Replace 42" guardrail and infill to comply with CITY OF TIGARD.,
IBC multi family code REVIEWED FOR CODE COMPLIANCE
Approved:\[`f
OTC: [ ]
Permit#: 4D-Oa 1 ^ OC O ZO
Address: ]t5 S (s 1MI 1`1
File Name: Fountains Deck Permit Plans REVISED.pptx Suite#: 3 6
By: - Date: 1 -a6' �)
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
3/19/20 REQUIRING THE CORRECTION Fountains at Summerfield - Deck Building Plans 1
OF ERRORS. OSSC 105.4
•
Typical Deck Construction and Size — 102 SF
Brick Cc t 114.5"
15x11,5 Imbedded 6x6 PT
�Qn < — 4x4 PT Posts
2 x 8 PT blocking between
_ joists attached with
Three 16D 3-1/2"n HDG
1H< Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code—Table
2304.9.1-29
Blocking supports Simpson
Rim joist attached to C 2"x8" Joists 16" OC Tension Ties DTT2Z. Two
lateral joists with
/ DTT2Z brackets required for
Three 16D 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 in Tension Ties— page 337
Code—Table o;
2304.9.1-29
House — Brick exterior
43" '
Scale— 12"/increment
V I --
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
0
E
co
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
Y:" plywood soffit
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
HDG with nuts and •. DTT2Z supports 1800 lb.
washers tension load. Meets IBC
Code for multi-family deck
w •o
x guardrails.
`„ E Refer to attached Simpson
CE
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
A Simpson Strong Drive
Wide Screw SDWS 4",
Railing 2 x 4 TKC 2 3/8" TL. Two per
Cap Rail—Trex \, oetd7/ end, three in mid span
1" x 5.5"
attached to
Railing with
exterior
adhesive.
in
m Railing Support N 11111111111
2x4 TKC . a
o Attached to
o
a
Railing and X Installation of
Posts with .:r 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
1/ 2.75" space balaster%" x 32".
•
II Spacing 3.75"
DecKorator
Scale 1" increments • IP CodeCompliance
Research Report
liiiiiiiitiil P
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5