Plans RECEIVED
JAN 11 202i
CITY OF TIGAHU
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, pbrock987Pgmail.com
Contractor: Jon Erickson, 503-730-9220
jon.eveniobs@gmail.com CCB 162397
Scope of Work— Repair Decks OFFICE COPY
• Replace perimeter joists with PT CITY OF TIGARD.,
• Repair joist and soffit dry rot REVIEWED FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved: ]
OTC: [ ]
IBC multi-family code
Permit #: t i 1n sa4, 0 El��
Address: J .s � 0 S w J J'-J 1\ Hj'
Suite #: g
By: 1' Date: !—a7 - 2�
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF M
THE ISSUANCE OFPER A PERMITIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
>
Brick Col. 114.5"
15x115 <-, Imbedded 6x6 PT
�E — n <� 4x4 PT Posts
A
2 x 8 PT blocking between
joists attached with
i 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 C 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 n 1 Tension Ties— page 337
Code—Table ci
N
2304.9.1-29 r'
House— Brick exterior
I
43" >
Scale— 12"/increment
V L�
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
VResurfacing material
3/4" exterior plywood decking
Y
v,
0
1C
E
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
%" plywood soffit
7
Scale — 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
7 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
N Code for multi-family deck
CO o guardrails.
x
E Refer to attached Simpson
°C 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
A _ ix Wide Screw SDWS 4",
1 2 3/8" TL. Two per
I Railing 1 2 x 4 TKC
___"
Cap Rail Trex �eto# -end_'__ p three in mid span
-_
1" x 5.5"
attached to
Railing with
exterior MIIIIIIIIIII ■
adhesive.
%n IM
N- Railing Support
v 2x4 TKC .
a
0o Attached to 1—
a
r i Railing and Installation of
.zrPosts 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 %" x 32".
• • Spacing 3.75"
DecKorator
Scale 1" increments 041 CodeCompliance
Research Report
II1IIIiiiiiil CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5