Plans RECEIVE
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, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.evenjobs@gmail.com CCB 162397
OFFICE COPY
•Scope of Work— Repair Decks CITY OF TIGARD,,
• Replace perimeter joists with PT REVIEWED FOR CODE COMPLIANCE
• Repair joist and soffit dry rot Approved: .1"\J ]
• Replace 42" guardrail and infill to comply with OTC. t
IBC multi-family code Permit
Address: S ��
Suite#:
By: Date: ) C. a
File Name: Fountains Deck Permit Plans REVISED.pptx VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
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
Mick Cot. 114.5„
15x11.5 F` Imbedded 6x6 PT
an _71 n E� 4x4 PT Posts
A -
< 2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
43" >< 15" Ref: 2014 Oregon Structural
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 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 r.L2
Tension Ties— page 337
Code—Table o;
rsi
2304.9.1-29 r+
House — Brick exterior
L
43"
Scale— 12"/increment
V L_L�
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 I wood decking
g
In
'o
E
it
oo
ry
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
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.
E Refer to attached Simpson
catalog- Deck Tension Ties
..,r. 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
Wide Screw SDWS 4",
2 3/8" TL. Two per
Railing 2 x 4 TKC
Cap Rail —Trex Oet , end, three in mid span
1" x 5.5"
attached to
Railing with
exterior
adhesive.
in I
Railing Support .-
rei
2x4TKC .
a
0o Attached to
a
a Railing and Installation of
Posts with a balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. DecKorator aluminum
V _ 2.75" space balaster 3 " x 32".
Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5