Plans RECEIVED
IAN 2.02.1
CITY OF TIGARD
Building Plans for City of Tigard Building Permit Application BUILDING DIVISION
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.evenjobs@gmail.com CCB 162397
Scope of Work— Repair Decks .OFFICE COPY
• Replace perimeter joists with PT
• Repair joist and soffit dry rot • CITY OF TIGARD,w
REVIEWED FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved: ]
IBC multi-family code OTC: [ I
Permit#: t trr1r�� ^ o n n a7
Address: j s-y Al �S ) L t_J c
Suite #: I
By: Date: j —a -a I
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
3/19/20 Fountains at Summerfield - Deck Building Plans REQUIRING THE CORRECTION 1
OF ERRORS. OSSC 105.4
Typical Deck Construction and Size — 102 SF
E— >
Brick Cola 114.5"
15x Imbedded 6x6 PT
A L] r n 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
I 2304.9.1-29
Rimjoist attached to „ „ Blocking supports Simpson
2 x8 Joists 16 OC
❑ � Tension Ties DTT2Z. Two
lateral joists with DTT2Z brackets required for
Three 16D 3-1/2"n HDG —�>
I 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
N
2304.9.1-29
House — Brick exterior
43"
Scale— 12"/increment
V
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
VResurfacing material
milk
3/4" exterior plywood decking
Y
N
0
1C
E
co
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
77-
%" 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
I 8 SDS 1.5" screws
Yz" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and
tension load. Meets IBC
washers Code for multi-family deck
oo 'o guardrails.
E Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
N��������������������� 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
A ''' Wide Screw SDWS 4",
IRailing 1 2 x 4 TKC I k O 2 3/8" TL. Two per
Cap Rail —Trex eta,/ end, three in mid span
1„ x 5.5"
attached to
Railing with
exterior —IIIIIIII _
adhesive.
^. Railing Support
MI I
v 2x4TKC . o
a
00 Attached to 1—
a
Ni Railing and X Installation of
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 3/4" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
IIIIIIIIIIIII CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5