Plans RECEIVED
APR 162019
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, pbrock987Pgmail.com
OFFICE COPY
Contractor: Jon Erickson, 503-730-9220
ion.eveniobsPamail.com CCB 162397 CITY OF TJC R1
REVIEWED FOR COD. COMFFL[ANCE
Scope of Work— Repair Decks
Approved: N
• Replace perimeter joists with PT DTC'
• Repair joist and soffit dry rot Penult#: �l�,n�Qy� _ ppp9
• Re-coat deck surface with Gaco Address: j 7 3 J ) 9.
• Replace 42" guardrail and infill to comply with Suite th 06
IBC multi-family code By: - Date: Li-,3D ._ 1
File Location: Fountains Deck Permit Plans REVISED.pptx
$UBJ4CT TCWood structural members that ar
REVIEw exposed to the weather to be
Pressure Treated or decay resistant
per 317.1.3
4/16/19 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
Brick Col. 114.5"
1$x"45Imbedded 6x6 PT n
E..---- 4x4 PT Posts
A LP E -1
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
>< >< ' Ref: 2014 Oregon Structural
43" 115" 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 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
2304.9.1-29
House—Brick exterior
,
43"
Scale— 12"/increment
LJ
4/16/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
VResurfacing material
3/4" exterior plywood decking
0
E
E
00
x
N
_'' '---J 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
%z" plywood soffit
777'
Scale— 1" increment
4/16/19 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
tiE
Simpson DDT2Z
" i N Attach to lateral joist with
\\\\\ mow. 8 SDS 1.5" screws
j � t
x 6 Machine Bolt � DTT2Z supports 1800 lb.
1/2"HDG with nuts and tension load. Meets IBC
washers Code for multi-family deck
00
guardrails.
(-V E Refer to attached Simpson
°C catalog - Deck Tension Ties
Lateral Joist page 337
Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
niminne
4/16/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
Wide Screw SDWS 4",
Railing 2 x 4 TKC O 2 3/8"TL. Two per
Cap Rail —Trex
I
etd1/ end,three in mid span
1" x 5.5" ' i,
attached to
Railing with i. : �,� ti -- � �
exterior ',V4146',-,'',201F,° t F
adhesive. �; �� �„: ,
%n
h Railing Support IA
2x4TKC . a ;,
t.
, ' /
oo Attached to a
c,iRailing and X Installation of
Posts with sr a a balasters and rails
adhesive and 'i` ,. per mfg installation
Simpson
instructions.
Strong Drive
Wide Screw
SDWS 4", Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. DecKorator aluminum
V 2.75" space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
I ` J 1 ' " " " I CCRR-0161
4/16/19 Fountains at Summerfield - Deck Building Plans 5 of 5