Plans (41) RECEIVED
APR 162019
CITY OF TIGARD
Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105 BUILDING DIVISION
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987Pemail.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobsPemail.com CCB 162397
CITY OF TIGARD
Scope of Work—Repair Decks REVIEWLD FOR CODE COMPLIANCE
• Replace perimeter joists with PT Approved: \\F } j
• Repair joist and soffit dry rot OTC: [
• Re-coat deck surface with Gaco
Permit #: { a� 9 , c7 Ofl Q___,
• Replace 42" guardrail and infill to comply with f�
Address:
IBC multi-family code S � ? I .' LtG`�
Suite #: \cc
By: .I Date: 47_32_2_1_1
File Location: Fountains Deck Permit Plans REVISED.pptx
4/16/19 Fountains at Summerfield - Deck Building Plans 1
Typical Deck Construction and Size — 102 SF
Brick Col. 114.5"
1!x17;5 Imbedded 6x6 PT R
A _
LF
E� 4x4 PT Posts
2 x 8 PT blocking between
joists attached with
- Three 16D 3-1/2"n HDG
Ref: 2014 Oregon Structural
43" X15" 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 Q / 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 h Tension Ties— page 337
Code—Table
2304.9.1-29
House—Brick exterior
0
43" '
Scale— 12"/increment
V E
4/16/19 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
0
E
0o
N
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
%" plywood soffit
Scale— 1" increment
4/16/19 Fountains at Summerfield - Deck Building Plans 3
r
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
e� t
.V ms` ) ' 'k ' ''' ,, ilito ' , o ,
c u
. t `� Simpson DDT2Z
,Hrt Attach to lateral joist with
# � 8 SDS 1.5 screws
/z x 6" Machine Bolt , 1. * fi DTT2Z supports 1800 lb.
HDG with nuts and -**°"'"----..........,,,:'" ' " ` ' tension load. Meets IBC
washers Code for multi-family deck
0
'o guardrails.
cv Refer to attached Simpson
°C catalog - Deck Tension Ties
Lateral Joist page 337
4 \\��������\\�����\�����, Also refer to Simpson code-
1,'-; compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
4/16/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
,�terr.. Simpson Strong Drive
A 4 M 1t figly aai A i � t u "
..0 0 `,: 6 3 ®" '1 Wide Screw SDWS 4 ,
Railing 2 x 4 TKC 2 3/8"TL. Two per
Cap Rail –Trex eta,/ end, three in mid span
1" x 5.5"
attached to
Railing with ,4��� 1 �
exterior ryT k a'2
adhesive.
Ln Railing Support
cri
.r 2x4TKC . o
a
' /1
oo Attached toa.
y
Ni Railing and Installation of
`t Posts with r M balasters and rails
adhesive and °-
,' per mfg installation
;
Simpson
' ` instructions.
Strong Drive i '
Wide Screw
SDWS 4",
2 3/8"TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V — p
2.75 space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments 0 f t.. CodeCompliance
4,. Research Report
i r i r i r i c i r CCRR-0161
4/16/19 Fountains at Summerfield - Deck Building Plans 5 of 5