Plans RECEIVED
JAN 11 20'1
CITY OF T IGAHu
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(a)gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.eveniobsPgmail.com CCB 162397
OFFICE COPY
Scope of Work— Repair Decks CITY OF TIGARD.,
• Replace perimeter joists with PT FOR CODE COMPLIANCE
• Repair joist and soffit dry rot
Approved: I
• Replace 42" guardrail and infill to comply with ETC' l
IBC multi-family code Permit#: Ac J�
Address: h Sw / /'7' <-1`
Suite#:
4 - Data 1 -c�t' ) )
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PLF::... "r
THE ISSUANCE OFA PERM!
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
Krick Col. 114.5"
15xii.5 t` Imbedded 6x6 PT n
<� 4x4 PT Posts
A LL
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 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 ^ Tension Ties —page 337
Code—Table o;
N
2304.9.1-29
House—Brick exterior
43"
Scale— 12"/increment
V I-L L—`�
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
Y
U,
O
C
co
k
fV
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
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
%" x 6" Machine Bolt
HDG with nuts and DTT2Z supports 1800 lb.
washers tension load. Meets IBC
Code for multi-family deck
°x° ° 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
Wide Screw SDWS 4",
Railing 2 x 4 TKC 2 3/8" TL. Two per
Cap Rail—Trex �' Detat7 end, three in mid span
1„ x 5.5„
attached to
Railing with
exterior
adhesive.
m Railing Support N
v 2x4TKC . c)
o ! Attached to 1—
v Railing and X 1 Installation of
Posts with v 1 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
1/ 2.75" space balaster%" x 32".
•
0 Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
l iiiiiii
i i i i i Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5