Plans RECEIVED
JAN 1 1 2021
CITY OF TIGARD
Building Plans for City of Tigard Building Permit Application BUILDING DIVISION
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.corn CCB 162397
,FI r.}E COPY
Scope of Work— Repair Decks
• Replace perimeter joists with PT CITY op TIGARD
• Repair joist and soffit dry rot REVIEWED FOR CODE COMPLIANCE
Approved: I
• Replace 42" guardrail and infill to comply with OTC: ( ]
IBC multi-family code - permit #, giip i I _ r)1 r c
Address: g"Ei ()A- .51,. 1 j y r--�
Suite#:
By: Date: Lau _Lau
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PERM;I
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
3/19/20 Fountains at Summerfield - Deck Building Plans OF ERRORS. OSSC 105.4
1
Typical Deck Construction and Size — 102 SF
< Brick Col:'- 114.5" >
15x11.5 <� Imbedded 6x6 PT
n <� 4x4 PT Posts
A -
72 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
i 2304.9.1-29
2"x8" Joists 16" OC
lateral joists with / Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z. Two
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 ^ Tension Ties- page 337
Code-Table of
rY
2304.9.1-29 ,-'
House- Brick exterior
43"
Scale- 12"/increment
V T
J
3/19/20 Fountains at Summerfield - Deck Building Plans 2
r
Water Penetration Remediation — Cross Section
mat
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
0
E
03
x
N
Hardi-plank Fascia 9.25" x .25". Applied with exterior
adhesive and secured with post bolts. Wicking protection for soffit
provided by 3/4" extension. Pre-paint before adding flashing
%" plywood soffit
17777
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
c o
fx guardrails.
E it
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
A
Simpson Strong Drive
Wide Screw SDWS 4",
Railing 2 x 4 TKC 2 3/8" TL. Two per
Cap Rail —Trex 0Eta& end, three in mid span
1 x 5.5
attached to
Railing with
exterior
adhesive.
in
m Railing Support ..
v 2 x 4 TKC . o AO
a
o Attached to 1—
o
a
fsi Railing and x Installation of
Posts with a 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
y _ 2.75" space balaster%" x 32".
•
• Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
i i „ i i i i i i i Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5