Plans RECEIVED
JAN 1 1 2021
CITY OF TIGARU
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, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.eveniobs@gmail.com CCB 162397
OFFICE COPY
Scope of Work—Repair Decks CITY OF TIGARD.
• Replace perimeter joists with PT REVIEWED FOR CODE COMPLIANCE
• Repair joist and soffit dry rot Approved:NU ]
OTC: i I
• Replace 42" guardrail and infill to comply with permit#:
IBC multi-family code )�c: aj'�a 1 —art() 6
Address: jam- l g S I y ,4
Suite#: c
By: Dater a.. - a)
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PER:.
THE ISSUANCE OF A PERM
BASED ON CONSTRUCTIO
DOCUMENTS AND OTH�
DATA SHALL NOT FRE'," !F
THE CODE OFFICIAL Fr;
REQUIRING THE CORPEC
3/19/20 Fountains at Summerfield - Deck Building Plans OF ERRORS. OSSC
1
Typical Deck Construction and Size — 102 SF
wick Col. 114.5"
15x Imbedded 6x6 PT
A �] 7 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 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 a;
csJ
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"
VResurfacing material
3/4" exterior plywood decking
.o
E
it
oo
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
1/2" plywood soffit
7
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
I
Y2" x 6" Machine Bolt _.. DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers ' Code for multi-family deck
0 o guardrails.
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 Wide Screw SDWS 4",
2 3/8" TL. Two per
Railing 2 x 4 TKC �etd�/ end, three in mid span
Cap Rail —Trex
1" x 5.5"
attached to
Railing with
exterior
adhesive.
�n
Railing Support .,
a 2x4 TKC . a
o Attached to
o Installation of
csi Railing and
Posts with v balasters and rails
adhesive and 1 per mfg installation
, Simpson
instructions.
Strong Drive
Wide Screw
SDWS 4", Railing Infill
Railing 2 x 4 TKC
2 3/8" TL. 2.75" DecKorator aluminum
V _ spacebalaster%" x 32".
• • Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
iiiiiiIIlIiii CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5