Plans (88) 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 OFFICE COPY
ion.eveniobsPemail.com CCB 162397
CITY OF T 4r,
REVIEWED POR CODE COMPLIANCE
Scope of Work— Repair Decks Approved:NNNJl
• Replace perimeter joists with PT O i C: ( l
• Repair joist and soffit dry rot Permit th i. O J 9_ O in 0 99,
• Re-coat deck surface with Gaco Address:
• Replace 42" guardrail and infill to comply with `��7 z\ �� '
Suite #: I O
IBC multi-family code By: 11 Date: (4-a 0-
tSUBJeCt
File Location: Fountains Deck Permit Plans REVISED.pptx j `y REVIE
VALIDITY OF
Wood structural members that ar, THE ISSUANCE OF A p ,kr,7 T
exposed to thQ weather to be BASED ON CONSTRUCTiO-.
Pressure Treated or decay reslshnt DOCUMENTS AND OTHER
per 317.1.3 DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
4/16/19 Fountains at Summerfield - Deck Building Plans REQUIRING THE CORRECTION 1
OF ERRORS. OSSC 105.4
Typical Deck Construction and Size — 102 SF
<
Brick Col. 114.5" >
11'x15 1.------- Imbedded 6x6 PT
{_- ; n e.--- 4x4 PT Posts
AP -
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
)( ; >< > Ref: 2014 Oregon Structural
43" .5" 56.5" Specialty Code—Table
I 2304.9.1-29
2"x8"Joists 16" OC Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z. Two
lateral joists with El ' DTT2Z brackets required for
Three 16D 3-1/2"n HDG ------4' posts in this position. See
Beam^' 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty L Tension Ties— page 337
Code—Table N
2304.9.1-29
House—Brick exterior
El
43" '
7 Scale— 12"/increment
4/16/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
1111111111111IimilmillimilluilPosts—4x4 PT Flashing 2" x 3"
Y Resurfacing material
3/4" exterior plywood decking
0
E
F2
co
x
N
1C----.__— _____j 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
%" plywood soffit
1/7
Scale— 1" increment
4/16/19 Fountains at Summerfield - Deck Building Plans 3
1
iiiiiiminiiimminsii
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
�:% :- Vt,‘,, *: " 1 '(;*4.**::.,,
; � Simpson DDT2Z
*�,
'� Attach to lateral joist with
k,\\\ \\\\�\ ' 8 SDS 1.5" screws
I
%" x 6" Machine Bolt
HDG with nuts and ..`. , . DTT2Z supports 1800 Ib.
° " tension load. Meets IBC
washers Code for multi-family deck
v)
c 'o guardrails.
N ERefer catalog to attached Sp- Deck ionimTiesson
Lateral Joist page 337
Tens
Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
4/16/19 Fountains at Summerfield - Deck Building Plans 4
a
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
k , to r: = 1 Wide Screw SDWS 4",
Railing 2 x 4 TKC O 2 3/8"TL. Two per
Cap Rail –Trex etoii end,three in mid span
1" x 5.5"
attached to
Railing with
,ate , �m va P, "
exterior , "#e ' . :� a �",
adhesive. / i,
i z
in
N Railing Support ieM
v 2x4TKC . ao f;'
f
o Attached to 1-- f;'
rNi Installation of
Railing and v X }Y
Posts with Tr balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. DecKorator aluminum
2.75 space balaster%" x 32".
—
1 0 tA Spacing 3.75"
DecKorator
Scale 1" increments 0 0CodeCompliance
Research Report
1roiliu ltiii
CCRR-0161
4/16/19 Fountains at Summerfield -Deck Building Plans 5 of 5