Plans �Aa
tiVE:
SEP 11 2019
CITY OF IIGA D
BUILDING
Building Plans for City of Tigard Building Permit Application
%I ISIO
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987(c,�gmail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobs gmail.com CCB 162397
Scope of Work— Repair Decks OFFICE COPY
• Replace perimeter joists with PT
• Repair joist and soffit dry rot CITY OF TIGARD
-coat deck surFace aco ;: REVIEWED FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with
Approved:
IBC multi-family code T �l
UTC: [ ]
Permit#: ,,p 20 19- 0 C
Address: toisi.calS ,s-‘„? 114 -11.
Suite#:
By: Date: 9 -ate} -
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
9/11/19 THE CODE OFFICIAL FROM Fountains at Summerfield - Deck Building Plans 1
REQUIRING THE CORRECTION
OF ERRORS.OSSC 105.4
m :h a Lattrci
co
Typical
Typical Deck Construction and Size — 102 SF Cb "Y'tc+;
Brick Col. 114.5"
15 x 11.5 <------_ Imbedded 6x6 PT
n 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
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
2304.9.1-29
House—Brick exterior
11
\ , . ^%Psah 4vs a6w;,,
43"
Scale— 12"/increment
V (^� Lamm.
9/11/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
1/7 Resurfacing material
3/4" exterior plywood decking
0
E
it
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
%2° plywood soffit
Scale— 1" increment
1•1111111111111111111111 IN=11111111MININ
9/11/19 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
K �
'NI '''' :,,,i:- l: ';',,,' ,,,..t„=�; Simp
x¢ Attach to lateralsonDDT2Z joist with
8SDS 1.5 screws
fl
. _
kA1
'A" x 6" Machine Bolt x � W
DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers +.,.o
for multi-family deck
00 'o guardrails.
c., E Refer to attached Simpson
CE catalog - Deck Tension Ties
Lateral Joist page 337
Also refer to Simpson code-
compliant
Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
9/11/19 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 Det end, three in mid span
Cap Rail —Trex -eau
1" x 5.5" .' i, i ,, i ...
I attached to
Railingwith
„a a p
exterior �� '
adhesive. e(s '; ;”, , 1 i
to . t, a �it.c v": - 5��4µ ,za°aik4}4 .t 4.
Railing Support {`' r„
1:1''''''''
2x4TKC . o t ffi'
o Attached to H "� �
11. IIIa
0 "; ' Installation of
Ni Railing_ and
Posts with v a rye4.,
` balasters and rails
adhesive and
per mfg installation
Simpson PJ ;
instructions.
Strong Drive T .0 � f:
Wide Screw
SWS 4", Railing 2 x 4 TKC Railing Infill -
2 3/8
2 3/8"TL. DecKorator aluminum
V _ 2.75 space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments 0 µt;$ CodeCompliance
Research Report
1 1 1 1 1 1 , 1 1 1 1 1 1 CCRR-0161
9/11/19 Fountains at Summerfield - Deck Building Plans 5 of 5