Plans (89) Building Plans for City of Tigard Building Permit Application JUL 18 2019
CII( O1 -ICJAW)
Customer: The Fountains at Summerfield condominiums HOA `3tJILING DIVISInN
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987(E gmail.com
Contractor: Jon Erickson, 503-730-9220
ion.evenjobsPgmail.com CCB 162397 OFFICE COPY
CITY OF TIGARD
Scope of Work—Repair Decks REVIEWED FOR CODE COMP
• Replace perimeter joists with PT °"
• Repair joist and soffit dry rot Approved';NP
OTC: E J
• Replace 42" guardrail and infill to comply with Permit#:
IBC multi-family code Address: 1,'�0 ��� j j 14
Suite#:
By: L Date: )9
File Location: 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
OF ERRORS. OSSC 105 4
7/18/19 Fountains at Summerfield Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
Brick Col. 114.5"
15 x11'5 F� Imbedded 6x6 PT
r—N , 4x4 PT Posts
A LF --
2 x 8 PT blocking between
joists attached with
I 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 / Tension Ties DTT2Z. Two
lateral joists with DTT2Z brackets required for
Three 16D 3-1/2"n HDG - 4 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 oV
2304.9.1-29
_.._..._. House—Brick exterior
U
43"
Scale— 12"/increment
V f
dmimint
7/18/19 Fountains at Summerfield - Deck Building Plans 2
w �
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
0
E
it
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
%" plywood soffit
Scale— 1" increment
7/18/19 Fountains at Summerfield - Deck Building Plans 3
.e., = . r Guard Rail Post — Simpson Tension Ties
Posts–4x4 PT
Simpson DDT2Z
Attach to lateral joist with
11 R ������ 8 SDS 1.5 screws
%" x 6" Machine Bolt _ DTT2Z supports 1800 lb.
HDG with nuts and "° tension load. Meets IBC
washers Code for multi-family deck
00 'o ;,alyd7 ils.
r\, E Refer to attached Simpson
C2 catalog - Deck Tension Ties
Lateral Joist page 337
`\\`\��—%�. . \\������� Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale– 1" increment
7/18/19 Fountains at Summerfield - Deck Building Plans 4
r
1
. -
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A Wide Screw SDWS 4",
ex
I Railing 2 x 4 TKC I [ 2 3/8"Tee iL. wo per
Cap Rail–Tr / tsete• thrTn mid span
1" x 5.5"
attached to
Railing with L
exterior
,
adhesive. 1
IT
L.n
h Raiiing Support 4,
Cri 14 7
i• 2 x 4 TKC , o
rs. a
/11
o Attached to I–
o a.
c.i Railing and Installation of
.1- x
Posts with balasters and rails
.t'
,, .
per mfg installation
adhesive and
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 3/4" x 32".
* Spacing 3.757
DecKorator
Scale 1" increments * * CodeCompliance
Research Report
iiiiiiiiiiiii — _
CCRR-0161
L
7/18/19 Fountains at Summerfield - Deck Building Plans 5 of 5