Plans RECEIVED
AN 1 1 2021
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
jon.evenlobs@gmail.com CCB 162397
..OFFICE COPY
Scope of Work— Repair Decks CITY OF TIGARD...
• Replace perimeter joists with PT REVIEWED FOR CODE COMPLIANCE
• Repair joist and soffit dry rot Approved: )J I
OTC: I J
• Replace 42" guardrail and infill to comply with ' Pernik#C Z) r C e I
IBC multi-family code Address: J S %S.L, J ) y
Suite#: 3 j
BY: - 11I Date: ) - 15-11
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PEFF L
THE ISSUANCE OF A PERM'
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
Br Col,` 114.5"
15xl1.5 � - Imbedded 6x6 PT
A
L� 7 <- 4x4 PT Posts
-
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
43" 15" Ref: 2014 Oregon Structural
56.5" Specialty Code-Table
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 of
2304.9.1-29
House -Brick exterior
43"
Scale- 12"/increment
V 7J I ,`m
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
La
0
oo
it
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
7
%" plywood soffit
Scale— 1" increment
mimmem
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
\\ Attach lateral joist with
8 SDS 1.5" screws
%" x 6" Machine Bolt
HDG with nuts and DTT2Z supports 1800 lb.
�" tension load. Meets IBC
washers Code for multi-family deck
°x° ° guardrails.
^I E Refer to attached Simpson
catalog - Deck Tension Ties
�.�. Lateral Joist page 337
�� 1® 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
Simpson Strong Drive
A
Wide Screw SDWS 4",
Railing 2 x 4 TKC } 2 3/8" TL. Two per
Cap Rail—Trex °eta! end, three in mid span
1" x 5.5" ----�
attached to
Railing with
exterior
adhesive.
%n
m Railing Support
lll
a i 2x4 TKC . o
a
00 ' Attached to I
(Ni Railing and X Installation of
Posts with a balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4",
2 3/8" TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V 2.75" space balaster%" x 32".
r • Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
iiiiiiiiiiiil
Research Report
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5