Plans (88) REGFIVED
JUL 3 2019
CITY CF ICA:RD
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
ion.eveniobsPgmail.com CCB 162397
)PEKE COPY
Scope of Work— Repair Decks CITY OF TIGARD
• Replace perimeter joists with PT REVIE D FOR CODE COMPLIANCE
• Repair joist and soffit dry rot Approved: ]
• :tipb.vb� ti ,; OTC: [ ]
• Replace 42" guardrail and infill to comply withq
IBC multi-family code Permit#: ( pat,)9--O0 Lc J
Address: 1&"c ,s‘,,, 1 )9
Suite#:
By; 41 Date: -7^ ) _
File Location: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PERM F
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
7/3/19 Fountains at Summer-field - Deck Building Plans REQUIRING THE CORRECTION 1
OF ERRORS. OSSC 105.4
Typical Deck Construction and Size — 102 SF
< Brick Col. 114.5" >
15 x 11.5 'F-- Imbedded 6x6 PT ri
4.---- 4x4 PT Posts
A LE
< 2 x 8 PT blocking between
joists attached with
1 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 2"x8" Joists 16" OC
J 1 Tension Ties DTT2Z. Two
lateral joists with / DTT2Z brackets required for
Three 16D 3-1/2"n HDG --"—> posts in this position. See 1
Beam^' 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty ^ Tension Ties- page 337
Code-Table I N
2304.9.1-29 1 ,-i
House-Brick exterior
< 43"
Scale- 12"/increment
7/3/19 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
U,
'o
E
CE
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
.tea..
7/3/19 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
� 1
%" 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.
x, E Refer to attached Simpson
°C catalog - Deck Tension Ties
Lateral Joist page 337
Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
7/3/19 Fountains at Summerfield - Deck Building Plans 4
. . .
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A _...1 Wide Screw SDWS 4",
* ---2"-----TT Railing 2 x 4 TKC three in mid span 7' 1111 2 3/8"TL. Two per
betel./ end, I
Cap Rail —Trex
attached to
Railing with L Ili"
exterior
adhesive.
Railing Support 4,7.,
cri
2 x 4 TKC . o
o_
o Attached to I— _
o 0_
r.i Railing and sr Installation of
•cr x
Posts with ‘zr balasters and rails
adhesive and per mfg installation
Simpson , instructions.
Strong Drive
Wide Screw
SDWS 4", 1
2 3/8"TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
____.
V 2.75" space balaster 3/4" x 32".
0 0. Spacing 3.75"
DecKorator
Scale 1" increments • 0 CodeCompliance
— Research Report
Iliiiiiiiiiii
CCRR-0161
7/3/19 Fountains at Summerfield -Deck Building Plans 5 of 5