Plans RECEIVED
Building Plans for City of Tigard Building Permit Application MAR 2 2020
CITY OF TIGARD
Customer: The Fountains at Summerfield condominiums HOA BUNGING DIVISION
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987Pgmail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobs(a)gmail.com CCB 162397
CITY OF TIGARD
Scope of Work—Repair Decks REVIEWED FOR CODE COMPLIANCE
• Replace perimeter joists with PT Approved: [>'4
• Repair joist and soffit dry rot OTC: [ ]
• Replace 42" guardrail and infill to comply with Pcrmit #: y%9 at)*)-o —clt5060
IBC multi family code Address: J5-6o Sw j 14'1' c-r-
Suite #: i
By: MA Date: 3-1 0a
File Name: Fountains Deck Permit Plans REVISED.pptx
OFFICE, COPY
3/2/20 Fountains at Summerfield - Deck Building Plans 1
•
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
n l5xll.5 Imbedded 6x6 PT
E.� 4x4 PT Posts
A —
< 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
Blocking supports Simpson
2"x8" Joists 16" OC
Rim joist attached to / 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 n Tension Ties—page 337
Code—Table oN5
2304.9.1-29
House —Brick exterior
L7
43"
Scale — 12"/increment
3/2/20 Fountains at Summerfield - Deck Building Plans 2
•
Water Penetration Remediation — Cross Section
Posts—4x4 PT / Flashing 2" x 3"
/4 Resurfacing material
3/4" exterior plywood decking
'o
E
c
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
1
/: plywood soffit
Scale—1" increment
3/2/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
_ v
,wr
. *;' Simpson DDT2Z
„i; s Attach to lateral joist with
' N
Li 8 SDS 1.5 screws
F : 1
;3 3
'/" 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.
N E Refer to attached Simpson
E2 catalog - Deck Tension Ties
Lateral Joist page 337
Ile Up!
°it \\�\\�\\\\\\\`\\`\\\\\\` .,
Also refer to Simpson code-
'i � ' compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
3/2/20 Fountains at Summerfield - Deck Building Plans 4
•
Typical Guardrail and Infill Section — 50 max. between posts
Simpson Strong Drive
A E Wide Screw SDWS 4",
TI Railing I 2 x 4 TKC I D 2 3/8" TL. Two per
HiTrex1 � erpan.5"
attached to 1 ; ,' '
Railing with
exterior n '
adhesive. p11
it k
4 1
1 Railing Support i t r
.r 2x4TKC . ao , C L st z F,
0o Attached to a ' x l
v Railing and X } i $ '' Installation of
Posts with v �' ;� � �
balasters and rails
Sim son m ? per mfg installation
adhesive and Nj F..P
instructions.
d'
Strong Drive `
Wide Screw
SDWS 4", Railin Infill
2 3/8"TL. Railing 2 x 4 TKC g
DecKorator aluminum
V
2.75" space balaster%" x 32".
—
0 I.
Spacing 3.75"
DecKorator
Scale 1" increments • 0 CodeCompliance
Research Report
1 1 " 1 " " " ' 1 CCRR-0161
3/2/20 Fountains at Summerfield -Deck Building Plans 5 of 5