Plans •
Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA 6)j OF- iC7AR
15685 SW 116th Ave., #105 3tj(LONG[VISION
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220 OFFICE COPY
ion.eveniobs@gmail.com CCB 162397
CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Scope of Work—Repair Decks Approved: NI...J]
• Replace perimeter joists with PT OTC: I I
• Repair joist and soffit dry rot
Permit #: ^1_a0A,0 oropcia g
• Replace 42" guardrail and infill to comply with Address: )5t-'Qc1 j yy -j
IBC multi-family code Suite #: +- 7
By: - } j/ - Date: ca
VALIDITY OF PERMIT
File Name: Fountains Deck Permit Plans REVISED.pptx THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIALL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
2/5/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
15x11.5 F Imbedded 5x6 PT E� 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
—.----._-_- Blocking supports Simpson
Rim joist attached to 2"x8" Joists 16" OC
Tension Ties DTT2Z. Two
lateral joists with C DTT2Z brackets required for
Three 16D 3-1/2"n HDG ---a 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 N�
2304.9.1-29
House—Brick exterior
11,1
43
Scale — 12"/increment
2/5/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT / Flashing 2" x 3"
L� Resurfacing material
3/4" exterior plywood decking
0
E
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
Yz" plywood soffit
AZ
Scale— 1" increment
2/5/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
)
Simpson DDT2Z M.—_..
t9, Attach to lateral joist with
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
co 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
2/5/20 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A I I Wide Screw SDWS 4",
Railing 1-2 x 4 TKC I O 2 3/8"TL. Two per
—IftCap Rail —Trex f/ ete# end, three in mid span
1" x5.5"
attached to
Railing with
exterior r v " ��, � a I
adhesive.
%n
n Railing Support N MI
Cr; o
2x4TKC . a
o Attached to
a
Ni Railing and .r Installation of
Posts with balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", Railing Infill
TL.2 3 8" Railing 2 x 4 TKC
/ DecKorator aluminum
V-.....` 2.75" space balaster' " x 32".
• 0 Spacing 3.75"
DecKorator
Scale 1" increments 0 0 CodeCompliance
Research Report
iiiiiilI " III CCRR-0161
2/5/20 Fountains at Summerfield - Deck Building Plans 5 of 5