Plans AN 11
CITY OF
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
Contractor: Jon Erickson, 503-730-9220
jon.evenjobs(Jgmail.com CCB 162397
Scope of Work- Repair Decks .,OFFICE CORN
• Replace perimeter joists with PT CITY OF TIGARD<
• Repair joist and soffit dry rot
REVIEWEit CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved:
IBC multi-family code OTC: [ I
Permit#: arA.) - C�f� Q �7
Address: )S'_ /O S w 11 tf C-1'
Suite #: t'/.?
By: -'-if Date: 1 '-, 7 -s24
File Name: 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
3/19/20 Fountains at Summerfield - Deck Building Plans OF ERRORS. OSSC 105.4 1
Typical Deck Construction and Size — 102 SF
Brick Col. 114.5"
1Sx11.5 <� Imbedded 6x6 PT
�I • --In � 4x4 PT Posts
A
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 Tension Ties DTT2Z. Two
lateral joists with Q / 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 ai
2304.9.1-29
House — Brick exterior
43 17/
Scale 12"/increment
V
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
0
E
it
co
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
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
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.
x
N 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",
2 3/8" TL. Two per
Railing 2 x 4 TKC
Cap Rail —Trex Oetd�� end, three in mid span
1" x 5.5" —
attachedto 1
Railing with i IIIIIL ,ALAIMIL
exterior ,
adhesive.
in
Railing Support
Tr 2x4 TKC . °
a
o Attached to i
a
Ni Railing and Installation of
Tr Posts with 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
v _ 2.75" space balaster%" x 32".
• • Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
i i i i i i Research Report
iiiiiii
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5