Plans (53) FEB 1 a,h
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Building Plans for City of Tigard Building Permit Application ti
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987 a(«�gmail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobs( gmail.com CCB 162397
Scope of Work— Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot OFFICE COPY
• Re-coat deck surface with Gaco
• Replace 42" guardrail and infill to comply with
IBC multi-family code CITY OltTIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: ['-J
OTC:
Permit fit �j�J t`�Z e3/9- o d 5 /
File Location: Fountains Deck Permit Plans REVISED.pptx Address: Ir--1-13'7 S/•/ j 4' �u� i
suite" '
Date
2/11/19 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
1%gibs 'F--_ Imbedded 6x6 PT
E 4x4 PT Posts
A jj
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
2"x8"Joists 16" OC Blocking supports Simpson
Rim joist attached to [1] 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 tnTension Ties— page 337
Code—Table a;
N
2304.9.1-29
• House—Brick exterior
43"
Scale— 12"/increment
V FL
J '---
' I
2/11/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
immissimmemmimi
Posts–4x4 PT Flashing 2" x 3"
VResurfacing material
3/4" exterior plywood decking
0
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s=
oo
x
N
1C--- —````-- 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
%2" plywood soffit
lizZ
Scale – 1" increment
2/11/19 Fountains at Summerfield - Deck Building Plans 3
I
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
.
��,, Simpson DDT2Z
=;p Attach to lateral joist with
8 SDS 1.5" screws
'/" x 6" Machine Bolt fi { � i
_ , ,: DTT2Z supports 1800 lb.
HDG with nuts and `"� - .K ?
tension load. Meets IBC
washers Code for multi-family deck
'o guardrails.
X
( , E_ Refer to attached Simpson
catalog - Deck Tension Ties
Lateral Joist page 337
���\ ‘ a��\N—\���s�\ Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
2/11/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
411111116,. Simpson Strong Drive
A sammonammannumme ...Mr . I� , . : >>; {M1 Wide Screw SDWS 4",
a firRailing 2 x 4 TKC D 2 3/8" TL. Two per
Cap Rail —Trex eto# end, three in mid span
1" x 5.5"
attached to
Railing with
exterior I 1
adhesive.
%n
Railing Support N
r 2x4TKC . o
a
III
o Attached to i--..
a.
csi Railing and X Installation of
Posts with �r 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 -
DecKorator aluminum
V 2.75" space balaster %" x 32".
Q 0 Spacing 3.75"
DecKorator
Scale 1" increments (Q 0 CodeCompliance
Research Report
1111111111111
CCRR-0161
2/11/19 Fountains at Summerfield - Deck Building Plans 5 of 5