Plans RECEIVED
JAN 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 OFFICE COPY
jon.evenjobs@gmail.com CCB 162397
CITY OF TIGARD,.
REVIEWED FOR CODE COMPLIANCE
Scope of Work— Repair Decks
• Replace perimeter joists with PT Approved: w
• Repair joist and soffit dry rot OTC: [ J
Permit#: 01 I -fi n CI 4
• Replace 42" guardrail and infill to comply with Address: wt4.75zSu, 11471, c'`7
IBC multi-family code Suite#: -7 7
$y= '• Date: 4_ I
•
VALIDITY OF PERMIT
File Name: Fountains Deck Permit Plans REVISED.pptx THE ISSUANCE OFA PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105
3/19/20 Fountains at Summerfield - Deck Building Plans 1
•
Typical Deck Construction and Size — 102 SF
< >
�s;y 114.5'
Imbedded 6x6 PT E„ 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 ai
N
2304.9.1-29 .1
House —Brick exterior
43 >
Scale — 12"/increment
�.�._
J L
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
44
Un
0
E
it
00
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
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 ! DTT2Z supports 1800 lb.
HDG with nuts and ~- tension load. Meets IBC
washers Code for multi-family deck
co o guardrails.
N E Refer to attached Simpson
catalog - Deck Tension Ties
Lateral Joist page 337
— ‘111 Also refer to Simpson code
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
immoom
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 x 4 TKC
2 3/8" TL. Two per
Cap R7111111111111.111111.111.11111.11111Railing
Octal/ end, three in mid span, ' ,' ' 7.7.21 ,
1" x 5 °' �attach � � : rRailin ``exteri fiadhes
Railing Support to
m 2x4 TKC .
o
cr
o Attached to a iii, 1 i / ii-F. ,,,
�i Railin.crg and ! Installation of
Posts with balasters and rails
adhesive and t per mfg installation
Simpson
p instructions.
Strong Drive
Wide Screw
SDWS 4",
2 3/8" TL.
,/ Railing 2 x 4 TKC Railing Infill
DecKorator aluminum
2.75" space balaster 3/" x 32".
• • Spacing 3.75"
DecKorator
Scale 1" increments • 0 CodeCompliance
Research Report
iiiiiiiiiiii CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5