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, pbrock987(cagmail.com
OFFICE COPY
Contractor: Jon Erickson, 503-730-9220
jon.evenjobs@gmail.com CCB 162397 CITY OF TIGARD,.
REVIEWED FOR CODE COMPLIANCE
Approved: IN\j
Scope of Work —Repair Decks OTC: i
• Replace perimeter joists with PT •
• Repair joist and soffit dry rot permit#: �v cZ021 ^ OOp
Address: 1ss 1 s w 1 /`J. ct.
• Replace 42" guardrail and infill to comply with Suite#i _r__
IBC multi-family code Bar. � Data I -s-C-2.1
VALIDITY OF PERMIT
File Name: Fountains Deck Permit Plans REVISED.pptx 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
Brick Col. 114.5"
15x11.5 F` Imbedded 6x6 PT
A ] 4x4 PT Posts
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
Blocking supports Simpson
Rim joist attached to 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 ^ Tension Ties —page 337
Code—Table rn
2304.9.1-29
House —Brick exterior
43"
Scale— 12"/increment
V I
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
v,
'o
E
2
0
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/" extension. Pre-paint before adding flashing
%" plywood soffit
1/77-7-
Scale— 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
N���������������������� Attach to lateral joist with
8 SDS 1.5" screws
%" x 6" Machine Bolt
HDG with nuts and DTT2Z supports 1800 lb.
tension load. Meets IBC
washers Code for multi-family deck
oo o guardrails.
N E Refer to attached Simpson
CE
catalog- Deck Tension Ties
Lateral Joist page 337
�u` \ 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
AIPIIIIIIIIIIIIIIIII Wide Screw SDWS 4",
Railing 2x4TKC
i 2 3/8" TL. Two per
Cap Rail —Trex \� �eta�/ end, three in mid span
1" x 5.5" --_-
attached to
Railing with
exterior
adhesive.
%n I
m Railing Support
v 2x4 TKC . °
a
oo Attached to
a
v Railing and a Installation of
Posts with v i balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", 1
2 3/8" TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
`/ _ 2.75" space balaster%" x 32".
•
• Spacing 3.75"
DecKorator
Scale 1" increments • 0 CodeCompliance
iiiiiiiiii
i i i Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5