Plans RECEIVED
JAN 1 1 2021
CITY OF TIGAFDD
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
ion.eveniobs@gmail.corn CCB 162397
Scope of Work—Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot OFFICE' COPY
Re-coat deck surface with Gaco U91
• Replace 42" guardrail and infill to comply with - CITY OPTIGARD,
IBC multi-family code REVIEWED FOR CODE COMPLIANCE
Approved: eft I •
- OTC: t ]
Perrrdt# p„par,,3 i -o a y
Address: i c3-1 8 5\.. it)Sg c-#
File Name: Fountains Deck Permit Plans REVISED.pptx Suite#: ,<-,f
BY: Dates
VALIDITY OF PER;
THE ISSUANCE OF A PERT,1
BASED ON CONSTRUCTION
3/19/20 DOCUMENTS AND OTHER
Fountains at Summerfield - Deck Building Plans DATA SHALL NOT PREVENT 1
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
•
Typical Deck Construction and Size — 102 SF
114.5"
�� <A Imbedded 6x6 PT 4x4 PT Posts
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
Ref: 2014 Oregon Structural
43" 15" 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" Sim son Wood Connection
Ref: 2014 Oregon p
Connectors 2018-18 Deck
Structural Specialty I ^ Tension Ties—page 337
Code—Table o;
2304.9.1-29
House—Brick exterior
43"
Scale— 12"/increment
-J L .
3/19/20 Fountains at Summerfield - Deck Building Plans 2
1
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
/
Resurfacing material
3/4" exterior plywood decking
0
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/77
,L'
Scale — 1" increment
wmmo w
3/19/20 Fountains at Summerfield - Deck Building Plans 3
t`
Agairtik4,4, Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
\`\\\\\\\\\\\\`\\\\\ 1 Attach
8 SDS15 lateral screwswith
1/:" x 6" Machine Bolt
HDG with nuts and DTT2Z supports 1800 lb.
washers `' tension load. Meets IBC
Code for multi-family deck
VI
00 5 guardrails.
x N E Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
\ `\ Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-G RDRLPST17
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",
-- — Railing 2 x 4 TKC
2 3/8" TL. Two per
Cap Rail —Trex �etcv end, three in mid span
1" x 5.5"
attached to
Railing with
exterior
adhesive.
1111111)117
in
rs" Railing Support
a 2x4 TKC . o
a
0o Attached to
a
Ni Railing and X Installation of
Posts with v 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 3/" x 32".
0 Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
II11111111111
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5