Plans RECEIVED
JAM 1 1 2021
CITY OF TIGARD
BUILDING DMSION
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@igmail.com CCB 162397
Scope of Work—Repair Decks
Y
• Replace perimeter joists with PT OFFICE C�P
• Repair joist and soffit dry rot CITY OF TIGARD,y
• Re-coat deck surface with Gaco U91 REVIEWED FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved: J .
IBC multi-family code OTC: [ J
Pernik
Address:
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)x4 R.< sv JJ 4 i .
Suite#: 3 9
Br Dade: ) =0� 8-4a
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
3/19/20 Fountains at Summerfield - Deck Building Plans OF ERRORS. OSSC 105.4 1
Typical Deck Construction and Size — 102 SF
< >
114.5
Imbedded 6x6 PT 4� 4x4 PT Posts
A I
< 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
i 2304.9.1-29
2"x8" Joists 16" OC Blocking supports Simpson
Rim joist attached to C 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 inTension Ties—page 337
Code—Table o;
N
2304.9.1-29 �'
House—Brick exterior
L
•
43"< >
Scale — 12"/increment
J 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
VI
U,
0
E
it
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/" 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
1/2" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and ..„ tension load. Meets IBC
washers Code for multi-family deck
0 'o guardrails.
x
r„ 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
A Simpson Strong Drive
Wide Screw SDWS 4",
2 3/8" TL. Two per
—1 Railing 2 x 4 TKC
Cap Rail—Trex . / 410/1 end, three in mid span
1111111111111
1" x5.5" /
attached to
Railing with
exterior
adhesive.
N Railing Support A`
2x4 TKC . °
a
oo Attached to
a
a Railing and x Installation of
Posts with a balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive F`
Wide Screw
SDWS 4",
2 3/8" TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V _ 2.75" space balaster 3/" x 32".
• « Spacing 3.75"
DecKorator
Scale 1" increments • 4., CodeCompliance
i i i i i Research Report
iiiiiiiiCCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5