Plans RECEIVED
APR 3 2020
Cry OF TIGARD
BijiLDINO 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@gmail.com
OFFICE COPY
Contractor: Jon Erickson, 503-730-9220 CITY OF TIGARD
jon.eveniobs@gmail.com CCB 162397 REVIEWED FOR CJI) i COMPLIANCE
Approved: ]
Scope of Work— Repair Decks OTC: [ I
• Replace perimeter joists with PT
• Repair joist and soffit dry rot Permit #: aupapap— - f
Address: j %,r ) 1
• Replace 42" guardrail and infill to comply with Suite #:
IBC multi-family code By: Date: .sc-c)
•
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
File Name: Fountains Deck Permit Plans REVISED.pptx BASED ON CON� TR UCT ION
DOCUMEN i.S P.M) OTHER
DATA SHALL NOT Pr-EVENT
THE CODE OFFICIAL SRO'.A
REQUIRING, THE E CORRECTION
OF ERRORS. OSSC 105.4
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
Brick Cot, 114.5"
15x9 Imbedded 6x6 PT
L] 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
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 h 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 I
J
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
La
•o
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 3/" extension. Pre-paint before adding flashing
%2" plywood soffit
Scale—1" increment
111111111
3/19/20
Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts-4x4 PT
"� Simpson DDT2Z
. �\\ \\\\\\\\\ Attach D lateral joist with
`" to 1S" screws
: Sy9
Y" x 6" Machine Bolt - DTT2Z supports 1800 lb.
HDG with nuts and "" tension load. Meets IBC
washers Code for multi-family deck
v,
00 'o guardrails.
N E Refer to attached Simpson
2 catalog- Deck Tension Ties
Lateral Joist page 337
4 \` �� 111
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",
Railing 2 x 4 TKC 2 3/8"TL. Two per
Cap Rail—Trex veta4, end,three in mid span
1" x 5.5"
1.1*
attached to
Railing with
exterior
adhesive.
Zn
n Railing Su:01.t
1
a 2x4 TKC o
a
0o Attached 1—
v Railing and Installation of
Posts with v 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
Y _ 2.75" space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
i l l l l l l l l j l l i CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5