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, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220 OFFICE COP
jon.evenjobs@gmail.com CCB 162397
CITY OF TIGARD,
Scope of Work—Repair Decks REVIEWED FOR CODE COMPLIANCE
• Replace perimeter joists with PT Approved: I
• Repair joist and soffit dry rot OTC: I I
Permit#: � -,A.na_J -c-» o R
• Replace 42" guardrail and infill to comply with Address: jct- $pSk— ) 1`t
IBC multi-family code Suite#:
By: Date:
•
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
RE THE TION
OFQUIRING ERRORS. OSSCCORREC 105.4
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
114.5"
. Imbedded 6x6 PT
4-- 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
Rim joist attached to 2"x8" Joists 16" OC Blocking supports Simpson
lateral joists with C Tension Ties DTT2Z. Two
Three 16D 3-1/2"n HDG ---> DTT2Z brackets required for
posts in this position. See
Beam 6"x10" Simpson Wood Connection
Ref: 2014 Oregon
Structural Specialty Connectors 2018 18 Deck
Code—Table o; Tension Ties—page 337
2304.9.1-29 ti
House — Brick exterior
43" '
Scale — 12"/increment
V
3/19/20 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
Y
U,
Q
C
00
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
1/:" plywood soffit
Scale— 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
Attach to lateral joist with
8 SDS 1.5 screws
'/:" x 6" Machine Bolt •
HDG with nuts and '' .. DTT2Z supports 1800 lb.�.,
washers ' tension load. Meets IBC
Code for multi-family deck
W '6
x guardrails.
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
3/19/20 Fountains at Summerfield - Deck Building Plans 4
•
Typical Guardrail and Infill Section — 50" max. between posts
A Simpson Strong Drive
Wide Screw SDWS 4",
x 4 TKC 2 3/8" TL. Two per
i
lap 571MirilliMillifll.IIIIIIIIIIMI(Illfr17IMIMRailing
vCeto/ i end, three in mid span
attachRailin exteri y!adhes
Railing Support
ot
v 2x4 TKC . I a°
0o Attached to a f c „ 1`
Railing and X Installation of
Posts with v
balasters and rails
adhesive and amfg
A per installation
Simpson % A at
, instructions.
Strong Drive .0
Wide Screw
SDWS 4",
2 3/8" TL. Railing 2 x 4 TKC Railing Infill
V DecKorator aluminum
2.75" space balaster 3 " x 32".
•
• Spacing 3.75"
DecKorator
Scale 1" increments •
• CodeCompliance
liiiiiiiiliil Research Report
CCRR-0161 E
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5