Plans (2) RECEIVED
Building Plans for City of Tigard Building Permit Application OCT 7 2019
CITY OF TIGARD
Customer: The Fountains at Summerfield condominiums HOA BUILDING 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(agmail.com CCB 162397
PRICE Copy
Scope of Work—Repair Decks CITY OF TIGARD
• Replace perimeter joists with PT REVIEWED FOR CODE COMPLIANCE
• Repair joist and soffit dry rot Approved ) I
• se-coat decK OTC: [ I
• Replace 42" guardrail and infill to comply with Permit#• 43v p.QQ7
) - 00 a R 3
IBC multi-family code Address:• JS 4as- Sw )C9 Tt
Suite#: J o )
Br Date: )0- )y. � l
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
10/6/19 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
114.5"
Brick Col.
15x11.5 F-- Imbedded 6x6 PT
,E 4x4 PT Posts
A L"
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 / Tension Ties DTT2Z. Two
lateral joists with El / DTT2Z brackets required for
I Three 16D 3-1/2"n HDGposts 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 °i
2304.9.1-29
House—Brick exterior
43"
Scale— 12"/increment
V1— IMIN• 11••••••11M1 10111010•11•11111111
10/6/19 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
'o
Co
N
`�-- Hardi-plank Fascia9.25" 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
10/6/19 Fountains at Summerfield - Deck Building Plans 3
r .., Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
414
Simpson DDT2Z
Attach to lateral foist with
'N\ Attach
8 SDS 1.5" screws
%" x 6" Machine BoltDTT2Z supports 1800 lb.
HDG with nuts and pp
tension load. Meets IBC
washers Code for multi-family deck
00 'o guardrails.
x, 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
wimanarm
10/6/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50"
max. between posts
,--- ---
Simpson Strong Drive
A ,
giiir„,,,,, ,, ,, -,, 44 b
it Wide Screw SDWS 4",
IFY Railing 2 x 4 TKC o
Cap Rail—Trex 2 3/8"TL. Two per
etolz end, three in mid span
attached to
.-,•tt, tit ..' 'tt $$ 1 4,,,, '.,,,,,, ,-,
Railing with
[
exterior
adhesive.
Railing Support 4,7;
cyi [
. r 2 x 4 TKC
III
0 Attached to
0
r‘i Railing and tcr tti It -2 kt t. .,t,„ v 4 4,
14 4, .}. 4 ,J, ,,,,. '10 Installation of
t:t x 0 PA 4, , balasters and rails
Posts with ' i- '',Zit Fl It' , i 4 I .T,4, 41 '
3,
adhesive and tt,g,4„ "t:. tt't, , tt, 41 qt f,' iva
f, k K4 *$ '4. 4 1 `;' per mfg installation
Simpson94 1 instructions.
Strong Drive
Wide Screw
1
1 SDWS 4'',
Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. 1 DecKorator aluminum
V ____ 2.75" space
balaster 3/4" x 32".
e Spacing 3.75"
DecKorator
Scale 1" increments 41 CodeCompliance
Research Report
Iiiiiiiiiiiii CCRR-0161
10/6/19 Fountains at Summerfield - Deck Building Plans 5 of 5