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.evenjobs@gmail.com CCB 162397
Scope of Work—Repair Decks
• Replace perimeter joists with PT O f ICE COP
• Repair joist and soffit dry rot
• Replace 42" guardrail and infill to comply with CITY OF TIGARD.
FOR CODE COMPLIANCE
IBC multi-family code Approved:
'
OTC: : { j
Permit ft i at)a J -On ) 13
Address: 1.C-�(.c - Zus t j(4 e-t
Suite#: 13
File Name: Fountains Deck Permit Plans REVISED.pptx By Dare:
•
VALIDITY OF PERM€
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
3/19/20 Fountains at Summerfield - Deck Building Plans THE CODE OFFICIAL FROM 1
REQUIRING THE CORRECTION
OF ERRORS.OSSC 105.4
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
15ic115 <` Imbedded 6x6 PT
4x4 PT Posts
A
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
>4( >.< 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" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty
Tension Ties—page 337
Code—Table of
N
2304.9.1-29
House—Brick exterior
43" >
Scale— 12"/increment
V I
LLB
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
N
O
C
00
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
Scale — 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
f Simpson DDT2Z
111
Attach to lateral joist with
8 SDS 1.5" screws
%" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and *--
tension load. Meets IBC
washers Code for multi-family deck
guardrails.
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-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",
Railing 2x4TKC \
2 3/8" TL. Two per
Cap Rail Trex \ / Oet end, three in mid span
1" x 5.5„
attached to
Railing with '
exterior
adhesive.
11111111)11111111111
in I
N Railing Support 1
ryi
v 2x4 TKC . o
a
0o Attached to �—
a
Railing and X Installation of
.zrPosts 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
V _ 2.75" space balaster%" x 32".
•
Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
iiitiiiiiiiii
Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5