Plans RECEIVED
•
JAN 1 12021
CITY OF TIGARD
BUILDING DIVISION
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
jon.evenjobsPgmail.com CCB 162397 OFFICE COP'
CITY OF TIGARD_
Scope of Work—Repair Decks g E FOR CODE COMPLIANCE
▪ Replace perimeter joists with PT Approved:
• Repair joist and soffit dry rot OTC: I I
• I+C-f.Orlt der (Irl(_(� llt� t
• Replace 42" guardrail and infill to comply with Permit#: ay,tpi �...r��l�-`^--•
44
IBC multi-family code Address: $��
suite*
Date: R: 1- alb
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
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
114.5"
�� Imbedded 6x6 PT 4x4 PT Posts
A
2 x 8 PT blocking between
j joists attached with
Three 16D 3-1/2"n HDG
43" '< 15" >< Ref: 2014 Oregon Structural
56.5" Specialty Code—Table
i J 2304.9.1-29
Blocking supports Simpson
Rim joist attached to 2"x8" 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 o;rsi
_
2304.9.1-29
House— Brick exterior
C
43"
Scale— 12"/increment
�}
3/19/20 Fountains at Summerfield - Deck Building Plans 2
•
Water PenetCtion Remediation — Cross Section
Posts—4x4 PT Flashing 3 . y
47 Resurfacing material
\ 3/4" exterior plywood decking
/ )o
, . .
E
/ co
x
NJ
\
$Itt----,_____„
; HarRN&k Fascia 92" x25. Applied with ext eH7
/ adhesive and secured with po st bolts. Wicking prot ection for soffit
7 provided G % extension. Pr Pre-paint before adding flashing
/
/ % Wyodm$!
/ . . .
wale — 2 increment
1
3/230 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
Ill .,..„k \\\�\��\� Attach to lateral joist with
- --- -311111° 8 SDS 1.5" screws
Y" x 6" Machine Bolt
DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
iY
washers \ Code for multi-family deck
00 O guardrails.
t$, (-Ni E Refer to attached Simpson
re
catalog- Deck Tension Ties
4 1 Lateral Joist page 337
11 \ �' � �� \\ \ Also refer to Simpson code-
s compliant Guardrail Post
. Connection bulletin
T-C-GRDRLPST17
Scale — 1" increment ,
Qa„
3/19/20 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 1,
Cap Rail—Trex ,\ Oetav/ end, three in mid span
1" x 5.5"
attached to
Railing with
exterior
adhesive. " k
.�
6t 4 '''
�4,.,
N. Railing Support i �' :hxf
Tt 2x4TKC . ao v- 1
00 Attached to a u
v Railing and X �' 5 Installation of
Posts with a balasters and rails
adhesive and I per mfg installation
i� instructions.
Simpson i 1.
Strong Drive I
Wide Screw ,?
SDWS 4", Opp.
2 3/8" TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
y 2.75" space balaster 3/" x 32".
0 Spacing 3.75"
DecKorator
Scale 1" increments • 0 CodeCompliance
Research Report
i ii ii i. i CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5