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@'gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.evenlobs@gmail.com CCB 162397
OFFICE COPY.
Scope of Work—Repair Decks CITY OP'TIGARD,
• Replace perimeter joists with PT REVIEWED FOR CODE COMPLIANCE
• Repair joist and soffit dry rot Approved; ",/ I
OTC: I I •
• Replace 42" guardrail and infill to comply with Permit Sh Ii t i AnA 1-QOcQ Ti
IBC multi-family code Address: J ic\s J R sl, J J 1 G I
Suite#: ("
By: Y r" Date: j
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PERMIT
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"
isxii.s <` Imbedded 6x6 PT
Ln F —1 r <� 4x4 PT Posts
A < 2 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
2304.9.1-29
Rim joist attached to 2"x8" Joists 16" OC Blocking supports Simpson
lateral joists with Q Tension Ties DTT2Z. Two
Three 16D 3-1/2"n HDG —�7 / DTT2Z brackets required for
posts in this position. See
Beam 6"x10" Simpson Wood Connection
Ref: 2014 Oregon
Structural Specialty �n Connectors 2018-18 Deck
Code—Table oS Tension Ties—page 337
2304.9.1-29
1
House — Brick exterior
< 43" >
Scale— 12"/increment
V F
L~mo.
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
U,
0
E
co
fV
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
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
Yz" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and "
tension load. Meets IBC
washers Code for multi-family deck
v,
Do '5 guardrails.
N E Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
IN���������������������� 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
A Wide Screw SDWS 4",
Cap Rail-Trex D 2 3/8" TL. Two per
t end, three in mid span
! P di/
1" x 5.5"
attached to
Railing with
exterior
adhesive.
Railing Support N
v 2x4TKC . a
00 Attached to
rsi a Railing and Installation of
x
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 3/" x 32".
! Spacing 3.75"
DecKorator
Scale 1" increments • CodeCompliance
Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5