Plans •
Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987@jgmail.com
Contractor: Jon Erickson, 503-730-9220
ion.evenlobs@gmail.com CCB 162397 • OFFICE COPY
CITY OF TIGARD..
Scope of Work— Repair Decks REVIEWED FOR CODE COMPLIANCE
• Replace perimeter joists with PT Approved; \t,/
• Repair joist and soffit dry rot OTC: [
•
• Replace 42" guardrail and infill to comply with Permit#: tf a o1a ) nO o a3
Address: ,(s.-"%s" )1(4
IBC multi-family code Suite #: c CJ
By: j Date: l •A
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
3/19/20 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
< >
Brick Col. 114.5"
isxiis E� Imbedded 6x6 PT
�� E -� D <� 4x4 PT Posts
A
< 2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
< 43" >< 15" >< ) Ref: 2014 Oregon Structural
56.5" Specialty Code—Table
i 2304.9.1-29
2"x8" Joists 16" OC Blocking supports Simpson
Rim joist attached to C 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
r` Tension Ties — page 337
Code—Table rn
csi
2304.9.1-29
House —Brick exterior
C
< 43" >
Li."'" ,- Scale— 12"/increment
V f
_I
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
MC
Posts—4x4 PT Flashing 2" x 3"
VResurfacing material
mow.
3/4" exterior plywood decking
Y
U,
o
E
Co
x
rV
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
AZ
Scale — 1" increment
1 .
3/19/20 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
IF
'/:" 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
-i 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
3/19/20 Fountains at Summerfield - Deck Building Plans 4
--
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A Wide Screw SDWS 4",
2 3/8" TL. Two per
Railing 2 x 4 TKC
Cap Rail—Trex °etas/ end, three in mid span
1" x5.5"
attached to
Railing with
exterior
adhesive.
in
h Railing Support TA "ryi
2x4 TKC . o
a
o Attached to I—
a
v ! Railing and X Installation of
Posts with balasters and rails
adhesive and per mfg installation
Simpson I 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".
i Spacing 3.75"
DecKorator
Scale 1" increments • • CodeCompliance
Research Report
iiiiiiiiiiii CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5