Plans RECEIVED
JAN 1 1 Z021
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(E gmail.com OFFICE COPY
Contractor: Jon Erickson, 503-730-9220 •
ion.evenjobsPgmail.com CCB 162397 CI'I•Y OF TIGARD,
REVIEWkD CODE COMPLIANCE
Approved: I
Scope of Work- Repair Decks OTC: [
• Replace perimeter joists with PT ' permit#: p„ c7 pLf)k)" nod 1 el• Repair joist and soffit dry rot - Address: .)._c I 1 y C
• Rf t cot rind, 'Ali tit with G.1r o U 1 Suite#: .� g
• Replace 42" guardrail and infill to comply with Date: - - oU.
IBC multi-family code BY' —
File Name: Fountains Deck Permit Plans REVISED.pptx VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
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
-e4t 114.5„
Imbedded 6x6 PT
AL� � — n 4x4 PT Posts
2 x 8 PT blocking between
joists attached with
4 R
Three 16D 3-1/2"n HDG
43" >< 15" >< Ref: 2014 Oregon Structural
56.5" Specialty Code—Table
2304.9.1-29
joist2 x8 Joists 16 OC Blocking supports Simpson
Rim 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
Tension Ties—page 337
Code—Table a;
2304.9.1-29
House— Brick exterior
43"
Scale— 12"/increment
V
J
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
mow
3/4" exterior plywood decking
Y
La
O
C1
C
oo
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
111 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
o° 'o guardrails.
N E Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
N • 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
Wide Screw SDWS 4",
y238mTwo. er
/ " p
Railing 2 x 4 TKC
Cap Rail —Trex Ntoi, end, three in d span
1" x 5.5„ l'
x
attached to F
Railing with ". ,Y'
exterior ¢
adhesive. Or t
���kk&"` �
� 2"
Nrei Railing Support N 4
2x4 TKC . ao j
oo a Attached to � ------ - - - }
Ni Railing and vI Installation of
Posts with x 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 -
V 2.75" DecKorator aluminum
space balaster%" x 32".
• • Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
I I 1 1 1 1 1 1 1 1 1 1 1
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5