Plans RECEIVED
Building Plans for City of Tigard Building Permit Application OCT 7 2019
Customer: The Fountains at Summerfield condominiums HOA CITY OF TIGARD
15685 SW 116th Ave., #105 BUILDING DIVISION
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987(E)email.com
Contractor: Jon Erickson, 503-730-9220
ion.eveniobsPemail.com CCB 162397
OFFICE COPS'
CITY OF TIGARD
Scope of Work—Repair Decks REVIE D FOR CODE COMPLIANCE
• Replace perimeter joists with PT
• Repair joist and soffit dry rot Approved: I
OTC: I
• Replace 42" guardrail and infill to comply with Permit#: u �co ) 9 - n0 C
IBC multi-family code Address: pc cf2 S j )9 C
Suite#:
By: - Date: 0_ )
File Name: Fountains Deck Permit Plans REVISED.pptx VALIDITY OF PER' 1 ;
THE ISSUANCE OF A PEF;i,�:_'
BASED ON CONSTRUCT'c,N
DOCUMENTS AND OTH
DATA SHALL NOT PR:P`,'"`'
THE CODE OFFICIAL =P
REQUIRING THE COR
OF ERRORS. 0=',q,-
10/6/19
q10/6/19 Fountains at Summerfield - Deck Building Plans 1
Wood structural members that Irk
exposed to the wdetother to be
Pressure Treated or de y rg w,t
per 317.1.3
Typical Deck Construction and Size — 102 SF
Brick Col. 114.5"
15x11.5 —� Imbedded 6x6 PT
A E. 4x4 PT Posts
• g
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
lateral joists with / Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z. Two
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 Lo Tension Ties—page 337
Code—Table ai
2304.9.1-29
House— Brick exterior
43"
Scale— 12"/increment
Y Lilo
10/6/19 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
V- Resurfacing material
3/4" exterior plywood decking
N_
0
—,E
00
X
N
--JHardi-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
77 %" plywood soffit
Scale— 1" increment
10/6/19 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
r
%" x 6" Machine Bolt DTT2Z supports 1800 Ib.
HDG with nuts and tension load. Meets IBC
washers Code for multi-family deck
00 o guardrails.
N E 4 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
10/6/19 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50// max. between posts
Simpson Strong Drive
A >..,.: ,, ,, , „���� �,m4P : '-'''''''''''''''':"-tk'�� .:' Wide Screw SDWS 4”,
2 3/8"TL. Two per I
Railing 2 x 4 TKC het enri
d, three in mid span
Cap Rail —Trex a/.
1" x 5.5"
attached to r�
I I e 44 Puy;
Railingwith �4 "
F ES i ii i4 t;,
exterior , a , ,14 0 I I
adhesive. A1111111
� "'
r ter d.. WO VX' 4 ViN 440 r
Lrl
1
Railing Support Ftil ii p
d 2x4TKC . a 4. 4 03 r t4''141' di ;
a Attached to �- ,<v; i4 ¢y, , ;
10 I
�, Railing and � � ,�� • ��, 4�ig �,�'._ ti n,` �, � ip
Installation of
x I
" 3 §" t4 1' balasters and rails
Posts with 40: ' It 0a41;
�' Ao. k„ per mfg installation
adhesive and r, * ' tos
.
• fs, h til S '
Simpson
;. t, .. instructions.
• X
Strong i<' r;. x.;; ,r„,
Wide Screw
SDWS 4", ,
Railing 2 x 4 TKC Railing Infill -
2 3/8"TL. I DecKorator aluminum
V 2.75” space balaster%" x 32".
Spacing 3.75"
DecKorator
Scale 1" increments 4 4 CodeCompliance
Research Report
iiiiiiiiiiiii CCRR-0161
10/6/19 Fountains at Summerfield - Deck Building Plans 5 of 5