Plans RECEIVED
MAR 3 2020
BuildingPlans for Cityof Tigard BuildingPermit Application
CITY OF riGARD
BUILDING DIVISION
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987@gmaii.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobs@smail.com CCB 162397
CITY OF TIGARD
Scope of Work—Repair Decks REVIEWED FOR CODE COMPLIANCE
• Replace perimeter joists with PT
• Repair joist and soffit dry rot Approved: I
o-'c: I I $Nfoa.o-0006
• Replace 42" guardrail and infill to comply with Permit #: J SLJ$p 3w l l� 1
cr.
IBC multi-family code Address:
Suite #:
By: Mho/ Date: 3—) -
File Name: Fountains Deck Permit Plans REVISED.pptx
OFFICE OP'r
3/3/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
_............ .
Brick Col. 114.5
15 x 11.5 Imbedded 6x6 PT
l n 4x4 PT Posts
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
>F �� Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code—Table
2304.9.1-29
2"x8" Joists 16" OC Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z.Two
lateral joists with C / 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 n Tension Ties— page 337
Code—Table N �___-----_.._____________.._a
1. 2304.9.1-29
House—Brick exterior
CI
43"
Scale — 12"/increment
v
3/3/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT / Flashing 2" x 3"
kV Resurfacing material
3/4" exterior plywood decking
_N
0
E
i2
Co
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
izZ
Scale — 1" increment
aom ........ 1
3/3/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
Attach to lateral joist with
\` sl' 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
00 'o guardrails.
x
N 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
immungim
3/3/20 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50 max. between posts
Simpson Strong Drive
A t .: Wide Screw SDWS 4",
r Railing 1 2 x 4 TKCli-..................?t----- 2 3/8"TL. Two per
Cap Rail—Trexete# end, three in mid span
1" x5.5" t � 0 t
h
attached to 1
Railing with ';t
exterior }
adhesive.
e.m...a..v ..� .. i AgX
Ln
Railing Support
v 2x4 TKC . ' d _
o Attached to a 44
' �' ,
oN Railing and , Installation of
`t Posts with I pf a t balasters and rails
gi N,. is I
adhesive and 'k1 , �:
p, per mfg installation
Simpson .� , ,: �� tY , instructions.
Strong Drive '1-' -A
Wide Screw
SDWS 4", Railing 2 x 4 TKC # Railing Infill -
2 3/8"TL. DecKorator aluminum
Y2.75" space balaster%" x 32".
0 • Spacing 3.75"
DecKorator
Scale 1" increments 0 • CodeCompliance
Research Report
" " " " " " i CCRR-0161
3/3/20 Fountains at Summerfield - Deck Building Plans 5 of 5