Plans (2) RECEIVED
OCT 7 2019
Building Plans for City of Tigard Building Permit Application CITY OF TIGARD
BUILDING DIVISION
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224 ) FI
CE Contact - Paul Brock, 858-212-9105, pbrock987(agmail.com COPY
Contractor: Jon Erickson, 503-730-9220
ion.eveniobsPgmail.com CCB 162397
CITY OF TIGARD
Scope of Work— Repair Decks REVIE D FOR CODE COMPLIANCE
• Replace perimeter joists with PT
• Repair joist and soffit dry rot rrrOVe� I
OTC: 1 1
#
Permit :
• Replace 42" guardrail and infill to comply with S 4 " elea g
IBC multi-family code ASddresss: I.CSeS yo
'2 ' Gr
By: � Date: )0—)v )1
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
i*_,_____ 114.5"
Brick Col.
15 x 11.5 V.-----._ Imbedded 6x6 PT
A 11. , nj i 4.- 4x4 PT Posts
-1 - ._
< 2 x 8 PT blocking between
joists attached with
i - Three 16D 3-1/2"n HDG
< >< >< > Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code-Table
1 2304.9.1-29
2"x8"Joists 16" OC Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z. Two
lateral joists with 0 / DTT2Z brackets required for
Three 16D 3-1/2"n HDG -----'> posts in this position. See I
Beam" 6"x10" Simpson Wood Connection
Ref. 2014 Oregon Connectors 2018-18 Deck
Structural Specialty Ln Tension Ties- page 337
Code-Table N
2304.9.1-29 �'
House-Brick exterior
[I
< 43"
Scale- 12"/increment
11M1111111• 110 MINIMINNOMNIMInt
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
N
Q
E
co
Hardi-plank Fascia 9.25" x .25". Applied with exterior
adhesive and secured with post bolts. Wicking protection for soffit
provided by 3/" extension. Pre-paint before adding flashing
iezz77 %2" plywood soffit
Scale — 1" increment
10/6/19 Fountains at Summerfield - Deck Building Plans 3
,..v n;; Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
-- -_ ` Attach to lateral joist with
8 SDS 1.5" screws
-41" x 6" Machine Bolt �` � �� �- �
%
DTT2Z supports 1800 lb.
HDG with nuts and `- tension load. Meets IBC
washers Code for multi-family deck
co 'o guardrails.
N 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
111111.1111111111M
10/6/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
^ ,* _ ®® ` ! Wide Screw SDWS 4",
2 3/8"TL. Two per
Railing 2x4TKC o
Cap Rail—Trex „. ecolz end,three in mid span
,
attached to �� 'G` „
Railing with PIP ,_ ,
ti, 'k,'
exteriorii
adhesive. it i 41
ib, :,0,4,::, ":4 ft;Ln 1
IIIIIII III
l'` Railing Support .. i 41. tr4,0ii ,,,,,,,, ;:. .,,
t `'
c
2 x 4 TKC . ° 4 ,
o Attached to I– "4i i i .� ,, ,
�r N 4 '" �' Installation of
�i Railing and ,, , c,;
x q!, E
Posts with �r ,,, , t M4
balasters and rails
�'
adhesive and !, i f per mfg installation
i= • I 0 i f fi instructions.
Simpson 40.
t,, , ate
Strong Drive , ':
Wide Screw _
SDWS 4"' Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. DecKorator aluminum
Y —. 2.75" space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
i " " " " " ' i CCRR-0161
10/6/19 Fountains at Summerfield - Deck Building Plans 5 of 5