Plans RECEIVED
APR 3 2020
Building Plans for City of Tigard Building Permit Application CITY OFTIGARD
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 OFFICE COPY
Contractor: Jon Erickson, 503 730 9220 CITY OF TTGARD
ion.eveniobs@gmail.com CCB 162397 REVIEWED FOR CODE COMPLIANCE
Approved: ]
OTC: j ]
Scope of Work—Repair Decks
• Replace perimeter joists with PT Permit #: 3 v pO.Q— 0 0 ) I I
• Repair joist and soffit dry rot Address: iS694S Sw t j ti c-r
• Re-coat deck surface with Gaco U91 Suite #:
• Replace 42" guardrail and infill to comply with By: Date: Li-cal—
IBC multi-family code
•
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PERM]
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS.OSSC 105.4
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
Brick Col.
114.5"
15 x 11.5 Imbedded 6x6 PT
�� n n �� 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
Blocking supports Simpson
Rim joist attached to 2"x8"Joists 16" OC Tension Ties DTT2Z.Two
lateral joists with I [ / 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 r'
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"
Resurfacing material
3/4" exterior plywood decking
N_
O
1C
C_
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
'Y2" plywood soffit
kr7
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
85DS1.5" screws
'/:" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers \ Code for multi-family deck
a 'o guardrails.
(NI 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 7 Wide Screw SDWS 4",
Railing 2 x 4 TKC D 2 3/8"TL. Two per
Cap Rail—Trex otd;7 end, three in mid span
1" x 5.5"
attached to
Railing with '
exterior
adhesive.
in
n Railing Support IA
2x4TKC . 0
a
0o Attached to
v
Railing and .:1- 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 %" x 32".
• . Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
i " i " " " i i l CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5