Plans (54) max,
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FEB 1S-2019
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,1JG DIVISION
FEB I
Building Plans for City of Tigard Building Permit Application BUILDING DIVISION
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987(agmail.com
Contractor: Jon Erickson, 503-730-9220
jon.eveniobsPgmail.com CCB 162397
Scope of Work–Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot OFF ( F copy
• Re-coat deck surface with Gaco
• Replace 42" guardrail and infill to comply with
IBC multi-family code CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: jam]
OTC: [ ]
Permit#: F q]f ,_0 j —•t7C9 0 z
File Location: Fountains Deck Permit Plans REVISED.pptx Address: e 7 )." ��i �� e
Suite#:/lie..)/ C�
By: Date: � c:-/
2/11/19 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
�x
iri5 Imbedded 6x6 PT
4---- 4x4 PT Posts
A F _
< 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 / DTT2Z brackets required for
Three 16D 3-1/2"n HDG ------> j 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 a;
N
2304.9.1-29 �'
House-Brick exterior
.
43" >
- zScale- 12"/increment
v r~_J
2/11/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
inginuniii
Posts—4x4 PT Flashing 2" x 3"
VResurfacing material
3/4" exterior plywood decking
Ln
'o
E
Cc
x
N
IC"---------- 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
7'
Scale— 1" increment
......o s
2/11/19 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
%" x 6" Machine Bolt �
HDG with nuts and DTT2Z supports 1800 lb.
' - tensionforguardrails.
load. Meets
washers Code multi-family deckIBC
Co o
x
Refer to attached mpson
catalog - Deck TensionSiTies
Lateral Joist
Also pageoSi337
fr tmpsocd
compliant reeGuardrailn o
Poste-
Connection bulletin
T-C-GRDRLPST17
Scale- 1" increment
2/11/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
i
Simpson Strong Drive
A
Wide Screw SDWS 4",
Railing 2 x 4 TKC
2 3/8"TL. Two per
Cap Rail—Trex I l beto end, three in mid span
1" x 5.5"
attached to
Railing with
exterior
adhesive.
N Railing Supportcri
2x4TKC .
a
o Attached to
/11a
ri Railing and Installation of
Posts with r 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 CodeCompliance
Research Report
i 1 , I CCRR-0161
2/11/19 Fountains at Summerfield -Deck Building Plans 5 of 5