Plans RECEIVED
FEB 5 2020
Building Plans for City of Tigard Building Permit Application CITY OFTIGARD
BUILDING DIVISION
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987(cr�gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.eveniobsPernail.com CCB 162397
Scope of Work— Repair Decks QFFICE CO
• Replace perimeter joists with PT CTI'Y OF TIC'S
• Repair joist and soffit dry rot REV1 FOR CODE COMPLIANCE
Approve& V ]
• Replace 42" guardrail and infill to comply with OTC: L I
IBC multi family code permit#: Zupaoa - ao,c) a
Address: 2.3 SVr 1 1 LI ]
Suite#:
By: Date: 6-a
File Name: Fountains Deck Permit Plans REVISED.pptx
2/5/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
< Col. 114.5" >
Brick Col.
15x11.5 �_ Imbedded 6x6 PT
A
LJ �____ EI 1 4. --- 4x4 PT Posts
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" QC Blocking supports Simpson
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 ^ Tension Ties— page 337
Code —Table Cr;
IN
2304.9.1-29
i House—Brick exterior
r1
43
Scale — 12"/increment
V (7 j --
2/5/20 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
Y
0
1
E
co
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
2/5/20 Fountains at Summerfield -Deck Building Plans 3
1.I.,.; Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
;yy 1
7
I
,, Simpson DDT2Z
1, �' Attach to lateral joist with
�, ��� _ ��N L 1 eli
II ' 8 SDS 1.5" screws
',�;
/" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers v. Code for multi-family deckv.
co 'o guardrails.
N F Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
" \\\ \`\ ;g,"'' I Also refer to Simpson code-
LI A compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
2/5/20 Fountains at Summerfield - Deck Building Plans 4
.
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A E I li Wide Screw SDWS 4",
�` 2 3/8"TL. Two per
Ii I Railing I 2 x 4 TKC I be
Cap Rail —Trex / te• end, three in mid span
1„ x 5.5" / 4
attached to
Railing with MIIIIIIIIIIIMMIll
exterior II I
adhesive.
in
n Railing Support ti
v 2x4 TKC . o
a
o Attached to a~.
Railing and X Installation of
Posts with v balasters and rails
adhesive and ;<
per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
" ! 1
2D3/8"TL Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V _ 2.75" space , balaster 3/" x 32".
0 Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
tiiiiiiiiiiiI CCRR-0161
2/5/20 Fountains at Summerfield - Deck Building Plans 5 of 5