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 RECEIVED
Contractor: Jon Erickson, 503-730-9220 APR 3 2020
jon.eveniobs@gmail.com CCB 162397 C! Y OF TIGARD
BUiLL". G D Vi LION
Scope of Work— Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot
OFFICE COPY
•
• Replace 42" guardrail and infill to comply with CITY OF TTGARD
IBC multi-family code REVIEWED FOR CODE COMPLIANCE
Approvcd: .---Ni
OTC: I
Permit#: aupao — pd i 10
File Name: Foun s Deck Permit Plans REVISED.pptx Address: j S 95 . 1 , G-f'
VALIDITY OF PERMIT suite#: 3
THE ISSUANCE OF A PERMIT Br Date: Q.=a9_ Zp
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"
isxiis F� Imbedded 6x6 PT
-I — i 1 E� 4x4 PT Posts
AL -
< 2 x 8 PT blocking between
joists attached with
- Three 16D 3-1/2"n HDG
< >E--)< > Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code—Table
2304.9.1-29
Blocking supports Simpson
Rim joist attached to 1 2"x8"Joists 16" OC Tension Ties DTT2Z. Two
lateral joists with C / DTT2Z brackets required for
Three 16D 3-1/2"n HDG L-------, posts in this position. See
Beam " 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty i'^
n Tension Ties—page 337
Code—Table a;
rNi
2304.9.1-29 `--1
House— Brick exterior
43"
< >
Scale— 12"/increment
V I LL'
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT / Flashing 2" x 3"
L� Resurfacing material
3/4" exterior plywood decking
Y
N
0
E
E
CE
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
1/2" 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
N8 SDS 1.5" screws
1/2" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and
tension load. Meets IBC
washers Code for multi-family deck
cc 'oLA
guardrails.
x E Refer to attached Simpson
catalog - Deck Tension Ties
Lateral Joist page 337
N���������������������� 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
i
` _ Wide Screw SDWS 4",
Railing 2 x 4 TKC D 2 3/8"TL. Two per
Cap Rail—Trex ', etdi/ end, three in mid span
1" x 5.5" I
attached to
Railing with
I
exterior
adhesive.
Ln
N Railing Support
a 2x4TKC .
a
00 Attached to 1
Ni 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
2.75" space balaster%" x 32".
—
• • Spacing 3.75"
DecKorator
Scale 1" increments • 9CodeCompliance
Research Report
" " " " " " I CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5