Plans RECEIVE_..
JAN 11 2C 1
CITY OF Tlutir<.j
BUILDING DIVISION
Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105 VALIDITY OF PERMIT
Tigard, OR 97224 THE ISSUANCE OF A PERMIT
Contact - Paul Brock, 858-212-9105, pbrock987@gmail.com BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
Contractor: Jon Erickson, 503 730 9220 DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
jon.evenjobs@gmail.com CCB 162397 REOUIRI:SG THE CORRECTION
OF ERRORS. OSSC 105.4
Scope of Work— Repair Decks
• Replace perimeter joists with PT OFFICE COPY
• Repair joist and soffit dry rot CITY OF TIGARDG,
REVIEWED FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved: NI\J ]
IBC multi-family code OTC: [ ]
Permit#: r;up anal - COPa6
Address: )Cs-JQ 5�. i JLl cT
Suite#: "7 O
By: J Date: /-�7 —a I
File Name: Fountains Deck Permit Plans REVISED.pptx
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
wick col. 114.5"
15 x 11.5 Imbedded 6x6 PT
[� p E� 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 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 of
N
2304.9.1-29
House —Brick exterior
43"
immimb 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"
Resurfacing material
low
3/4" exterior plywood decking
U,
0
E
o0
x
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
1/2" I w ood soffit
plywood
Scale— 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
; ± r Simpson DDT2Z
ittf, Attach to lateral joist with
8 SDS 1.5 screws
di 41*
1/2" 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.
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
A a 1 l I Wide Screw SDWS
/ - Railing 2 x 4 TKC 2 3/8" TL. Two per4", I
Cap Rail —Trex beta/ end, three in mid span
1" x5.5"
attached to
q:
Railing with
exterior ,
adhesive.
Zn
Railing Support
T 2x4TKC .
oo Attached to 1—
a
ri Railing and Installation of
Posts with v balasters and rails
adhesive and 1 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 • lb CodeCompliance
Research Report
! iiIiiiitiii ] CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5