Plans (291) 7---A, -.)\''. -v�t5<mr \Sx-\Sst,J \\ (, C' . .4O ,ALL CW -V 4- (,)((A,
l 6J‘ 11;h4.1 SPU(, '-'71/3T1111ki
Typical Deck Construction and Size — 102 SF
< 114.5"
I—
r'<� Imbedded 6x6 PT
41 4 --- 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 2x8 Joists 16 OC 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 °i Y
,. .,
2304.9.1-29r'
- House—Brick exterior
I:I , "
i .� �` ..,�.._
3U1_ 3 0 2019
< 43" > iL r V,S = '`
Scale—12"/increment
ATt ,�
v 1-�1 C°i"" 4..m.....'"' roved by Planning
7/30/19 Fountains at Summerfield - Deck Building Plans Date 4-W11 2
Initials: Sc
1
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, pbrock987Pgmail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobs( gmail.com CCB 162397
Scope of Work—Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot
: c-<„ gat decksurfa :eianritr, Gaco
• Replace 42” guardrai and infill to comply with
IBC multi-family code
File Location: Fountains Deck Permit Plans REVISED.pptx
7/30/19 Fountains at Summerfield - Deck Building Plans 1
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
11
I)
'o
co
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 "
%" plywood soffit
Scale— 1" increment
7/30/19 Fountains at Summerfield - Deck Building Plans 3
•
„rwr4k , Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
A
, Simpson DDT2Z
�
h Attach to lateral joist with
8 SDS 1.5" screws
7I
1/2" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and tension load. Milets IBC
washers Code for multi-farttily deck
Do '6 guardrails.
x, 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
11111111111111111111111111
7/30/19 Fountains at Summerfield - Deck Building Plans 4
, • ' 1
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A Wide,
Wide Screw SDWS 4",
2 3/8"TL. Two per
Railing 2 x 4 TKC
o
Cap Rail-Trex et , end, three in mid span
attached to
3 i
Railing with , ,.- 70., :\
'''' i ' --
exterior
/11
adhesive.
Ln ,
' --
'
Railing Support i
cri
.1. 2 x4TKC ,
oAttached to L
0
c'. Railing and ,.,, , ,,, , f<, Installation of
i 1 "1" -, ,,,,,,
.zr 1 x
Posts with N
1 ' balasters and rails
"t' ,,, , ,
adhesive and l'', ,.
.,, , per mfg installation
Simpson
instructions.
1.'
it
Strong Drive
Wide Screw
SDWS4", Railing Infill -
Railing 2 x 4 TKC
2 3/8" TL. DecKorator aluminum
2.75" space balaster 3/4" x 32".
V
Spacing 375"
DecKorator
•
Scale 1" increments CodeCompliance
Research Report
Ifilitilitill - CCRR-0161
5 of 5
7/30/19 Fountains at Summerfield - Deck Building Plans
1
OFFICE COPY
CITY OP TIGARD
REVIED FOR CODE COMPLIANCE
Approved: ]
OTC: [ I
Permit#: Cc ,.nom1 " .r 1 g 7
Address: jcy Rt �'�„� I ) y c---1
Suite#: i 9-0
By: Date: t-- 1 a_ 19
VALIDITY OF PERMIT
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