Plans (28) a
RECEIVED
APR 16 2019
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, pbrock987Pgmail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobs(agmail.com CCB 162397 OPHCE COPY
CITY OF TIGARD
Scope of Work— Repair Decks REVIEWED FOR CODE COMPLIANCE
• Replace perimeter joists with PT
• Repair joist and soffit dry rot Approved:
OTC:
• Re-coat deck surface with Gaco
[
• Replace 42" guardrail and infill to comply with Permit#: > s a t _ 04 J [�b
IBC multi-family code Address: k 2 J J s 9 )C-{71
Suite#: J J Q
BY: ik Date: y - 3o . ri
File Location: Fountains Deck Permit Plans REVISED.pptx Wood structural memuers Gnat ars..
exposed to the weather to be
Pressure Treated or decay resrsttnt
I�BJeper 3171.3T
°N9rrE REVIEW
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
4/16/19 Fountains at Summerfield - Deck Building Plans DOCUMENTS AND OTHER 1
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
Typical Deck Construction and Size — 102 SF
< Back Cal. 114.5"
1 x2r, "<----... Imbedded 6x6 PT
F : ; —1 rj. 4.--- 4x4 PT Posts
A
< 2 x 8 PT blocking between
joists attached with
Three1/2
6D 3- n HDG
1
< >< ; >< > 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:
e 2014 Oregon g Connectors 2018-18 Deck
Structural Specialty Tension Ties—page 337
Code—Table o
cNi
2304.9.1-29 ,''
. House— Brick exterior
< 43"
_ /G
Scale— 12"/increment
VIT '
J L
4/16/19 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
0
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
A" plywood soffit
Scale— 1" increment
4/16/19 Fountains at Summerfield - Deck Building Plans 3
Guard Rail
Posts—4x4 PT Post — Simpson Tension Ties
a
. * Simpson DDre
\�\\"\�\ '� � ���� Attach to lateral joist with
��.��t � u. "' � $ SDS 1.5" screws
�/2 )(G-with
6 Machine Bolt = � %
DTT2Z supports 1800 Ib.
HD with nuts and *' �
� � tension load. Meets IBC
washers Code for multi-family deck
«� 'o guardrails.
N �_ Refer to attached Simpson
catalog - Deck Tension Ties
Lateral Joist page 337
17') 0)
\\����\�\��\����\��\�` Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPSTI7
Scale — 1
" increment
4/16/19 Fountains at Summerfield Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A J Wide Screw SDWS 4",
Railing 1 2 x 4 TKC I ii I O 2 3/8" TL. Two per
CapRail —Trex I etdt end, three in mid span
1" x 5.5"
attached to
Railing with
exterior `;
adhesive.
mRailing Support N ,1
/1
d- 2x4TKC . n°.
o Attached to I-
o Installation Railing and of
Posts with r balasters and rails
adhesive and � per mfg installation
Simpson instructions.
Strong Drive i-s
Wide Screw
SDWS 4", -
2 3/8"TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V ._._ 2.75" space balaster %" x 32".
0 0 Spacing 3.75"
DecKorator
Scale 1" increments 0 0 CodeCompliance
Research Report
iiiiiiiIIIlii CCRR-0161
4/16/19 Fountains at Summerfield - Deck Building Plans 5 of 5