Plans (2) RECEIVED
Building Plans for City of Tigard Building Permit Application SEP 11 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( gmail.com CCB 162397 OFFICE COPY
CITY OF TIGARD
Scope of Work— Repair Decks REVIE 'ED FOR CODE COMPLIANCE
• Replace perimeter joists with PT Approved: ]
• Repair joist and soffit dry rot OTC: [ I
Replace 42" guardrail and infill to comply with Permit#:
• ac�l9" OQ
Address:
IBC multi-family code
Suite#: ixq
By Data q..
VALIDITY OF PERM i
File Name: Fountains Deck Permit Plans REVISED.pptx 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
9/11/19 Fountains at Summerfield - Deck Building Plans 1
RSo-7 . 1., (-1
m.n a. Lettrt) Joc,d
Typical Deck Construction and Size — 102 SF X114 e.c.jo( s
< .__.__ >
Brick Co 114.5"
15 x 11.5 "C�_ Imbedded 6x6 PT
• n ri 4x4 PT Posts
A
< 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 • / 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 N
2304.9.1-29 ,-'
House–Brick exterior
• S ;ws p$011 L.VSd,
43" >
Scale– 12"/increment
V ■
■ d""
9/11/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
L Resurfacing material
3/4" exterior plywood decking
0
E
Co
x
N
'--- Hardi-plank Fascia 9.25" x .25". Applied with exterior
adhesive and secured with post bolts. Wicking protection for soffit
provided by 'A" extension. Pre-paint before adding flashing
7
%" plywood soffit
' V
Scale— 1" increment
IIIIIMIIIIIIIIIIIIIII 11.11111111111111111111111
9/11/19 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
Attach to lateral joist with
8 SDS 1.5" screws
1/2„ x 6" Machine Bolt
DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers Code for multi-family deck
00 'o guardrails.
x, E Refer to attached Simpson
C catalog - Deck Tension Ties
Lateral Joist page 337
Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
9/11/19 Fountains at Summerfield - Deck Building Plans 4
•
Typical Guardrail and Infill Section — 50" max. between posts
W.m
.. Simpson Strong Drive
A
Wide Screw SDWS 4",
2 3/8"TL. Two per
__ g x 4 TKC
Cap Rail—Trex Railing 2 °etetz end,three in mid span
1" x 5.5" f, I " I
attached to it ;1. 4 ,.
�4 r
Railing with . "
exterior ',' � r i imp ,1
adhesive. 6 t ,! pt.::
n , }
� r
�� Z mss. ilh p 1 �, G 'Atv,„1",)''4
Ln to cri Vq 4
I Railing Support �
A-4,10414104140
2 x 4 TKC . oa. I "t �. q
oo Attached to a k ,°
c� Railing and .t 0 ' Pe Y: Installation of
Posts with I. �; �` balasters and rails
��° � per mfg installation
adhesive and '' Tu F
Simpson ra instructions.
Strong Drive ,; "'
Wide Screw
SDWS 4", Railing Infill -
Railing 2 x 4 TKC
2 3/8"TL. DecKorator aluminum
V 2.75" space balaster 3/" x 32".
• Spacing 3.75"
DecKorator
Scale 1" incrementsiX CodeCompliance
Research Report
iiiiIIIIIliii
CCRR-0161
9/11/19 Fountains at Summerfield - Deck Building Plans 5 of 5