Plans (51) FEB 1 ?2019
CITY OF TIGARD
Building Plans for City of Tigard Building Permit Application BUILDING DIVISION
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobsPemail.com CCB 162397
Scope of Work—Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot OFFICE COQ .
• Re-coat deck surface with Gaco
• Replace 42" guardrail and infill to comply with
IBC multi-family code CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: E '1
OTC: [
Permit #: 12 () Z___61,/,—.00c." 3 0
File Location: Fountains Deck Permit Plans REVISED.pptx Address: /S—ei S1,,/ //z./ u2®
Suite#:
By: Date: . c /,
2/11/19 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF F_EB 13 2019
r3l ILDiNG DIVISION
Brick Cal. 114.5"
ltx2r�5 <� Imbedded 6x6 PT
E -1 n .E...� 4x4 PT Posts
A -
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
>< : 1< Ref: 2014 Oregon Structural
43" h56.5" Specialty Code—Table
2304.9.1-29
Rim joist attached to 2"x8"Joists 16" OC Blocking supports Simpson
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 '
n F Tension Ties— page 337
Code—Table of
2304.9.1-29
House—Brick exterior
,
43"
Scale— 12"/increment
V 1-J 12 ----l_
2/11/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
iiminimmimmummi
Posts—4x4 PT Flashing 2" x 3"
VResurfacing material
3/4" exterior plywood decking
0
E
C2
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%" extension. Pre-paint before adding flashing
%" plywood soffit
jezZ
Scale— 1" increment
2/11/19 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
• �Vis!'. .4 � _: �f'-.
, �` � ,� a {� Simpson DDT2Z
�� a.�� � ; �. z� Attach to lateral joist with
8 SDS 1.5" screws
%" x 6" Machine Bolt
DTT2Z supports 1800 lb.
HDG with nuts and � �� '
washers tension load. Meets IBC
Code for multi-family deck
CO 0 guardrails.
x
cv 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
2/11/19 Fountains at Summerfield - Deck Building Plans 4
•
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
AE 1 Wide Screw SDWS 4",
Railing 2 x 4 TKC
Octdil en2d3/8, thre" L
/I
Cap Rail —Trex
. TTe in wo mid per span
1" x 5.5"
attached to
Railing with
exterior
adhesive.
to
m Railing Support
.r 2x4TKC . o
a
c Attached to
a
c i Railing and . r Installation of
Posts with balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", -
Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. DecKorator aluminum
V _ 2.75" space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments 0 0 CodeCompliance
Research Report
if � rii ► iiiiII CCRR-0161
2/11/19 Fountains at Summerfield - Deck Building Plans 5 of 5