Plans 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.eveniobs@gmail.com CCB 162397
Scope of Work— Repair Decks
• Replace perimeter joists with PT "OFFICE CioPN.
• Repair joist and soffit dry rot ' CITY OF TIGAR
FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved:
i
IBC multi-family code OTC: t I
Permit# : c 1 i - 0 J 16
Address: 1SS CS' 3\,a J Jy
Suite#; a,r
gy; Data
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF I-,L..
THE ISSUANCE OF A PEP.
BASED ON CONSTRUE 110k,
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
3/19/20 Fountains at Summerfield - Deck Building Plans REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
Typical Deck Construction and Size — 102 SF
< >
Brick Col 114.5"
15x11,5 Imbedded 6x6 PT
A
L'J nl F-1 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
2"x8" Joists 16" OC Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z. Two
lateral joists with C
Three 16D 3-1/2"n HDG DTT2Z brackets required for
posts in this position. See
Beam — 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty Ln
Tension Ties —page 337
Code—Table
2304.9.1-29
House— Brick exterior
43"
Scale— 12"/increment
V
Lammaym
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
Y
N
0
1c
C
co
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
1/2" plywood soffit
Scale — 1" increment
inNoimm
3/19/20 Fountains at Summerfield - Deck Building Plans 3
•
•
Jtaio. Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
\� Attach to lateral joist with
8 SDS 1.5 screws
%" x 6" Machne Bolt DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers Code for multi-family deck
Ln
00 .o guardrails.
x
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
~ Wide Screw SDWS 4",
2 3/8" TL. Two per
Railing 2 x 4 TKC
Cap Rail —Trex �eta7, end, three in mid span
1" x5.5"
attached to
Railing with
exterior
adhesive.
in
N` Railing Support
a [ 2x4TKC . a
00 Attached to 1
a
a Railing •and X Installation of
Posts with 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
`/ _ 2.75 space 3 „
balaster x 32".
Spacing 3.75"
DecKorator
Scale 1" increments e i CodeCompliance
Research Report
imiiiiiiiii
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5