Plans Rc,EIVED
APR
2420
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Building Plans for City of Tigard Building Permit Application N
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224 VALIDITY OF PERMIT
Contact - Paul Brock, 858-212-9105, pbrock987@gmail.com THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
Contractor: Jon Erickson, 503-730-9220 DATA SHALL NOT PREVENT
jon.evenlobs@gmail.com CCB 162397 THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
Scope of Work—Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot OFFICE COPY
• Re-coat deck surface v. Gaco U91 •
• Replace 42" guardrail and infill to comply with CITY OF TTGARD,
IBC multi-family code REVIEW C FOR LODE COMPLIANCE
Approved: ]
OTC: I 1
Permit #: aOp10 , O 7ti"
Address: J S ss j J `} <-?
File Name: Fountains Deck Permit Plans REVISED.pptx Suite #:
By: / Date: -t.}» Dp
•
•
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
15x11.5 Imbedded 6x6 PT
A L 4x4 PT Posts
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
2304.9.1-29
2"x8"Joists 16" OC Blocking supports Simpson
Rim joist attached to I 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 n Tension Ties-page 337
Code-Table N
2304.9.1-29
House-Brick exterior
43"
Scale-12"/increment
V
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts-4x4 PT Flashing 2" x 3"
ILZ Resurfacing material
3/4" exterior plywood decking
v,
'o
E
CZ
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%" extension. Pre-paint before adding flashing
/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 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
00 o 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",
2 3/8"TL. Two per
Railing 2 x 4 TKC Q
Cap Rail—Trex \ eta/./ end, three in mid span
1" x 5.5"
attached to
Railingeriwith
exterior 111
adhesive.
" Railing Support N
a 2x4TKC .
o Attached to
v Railing and
Installation of
Posts with v balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", RailingRailing Infill -
23/8" TL. 2x4TKC
DecKorator aluminum
V _ 2.75" space balaster%" 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