Plans (296) t!tk-VI (41.C. C OvvGivc> ISQ
i="tifeie-y:37
Typical Deck Construction and Size — 102 SF
114.5"
I Brick Col.
15 x11.5 Imbedded 6x6 PT
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
Rim joattached to
Hist• 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 Tension Tension Ties— page 337
Code—Table oi
(.1
2304.9.1-29
House— Brick exterior
EI r""
JUL 30 2019
43"
LI,L.;;ARD
Scale— 12"/increment
V
1 I Ejmnimai Auk ifec:
7/30/19 Fountains at Summerfield - Deck Building Plans Data:
2
Initials:
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, pbrock987Pgmail.com
Contractor: Jon Erickson, 503-730-9220
ion.evenjobsc gmail.com CCB 162397
Scope of Work—Repair Decks
• Replace perimeter joists with PT
• Repair joist and soffit dry rot
Re-ct deck surece i.t (Saco
• Replace 42" guardrai and infill to comply with
IBC multi-family code
File Location: Fountains Deck Permit Plans REVISED.pptx
k
7/30/19 Fountains at Summerfield - Deck Building Plans 1
4 '
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
V)
0
00
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 mt be__fore adding flashing
%" plywood soffit
Scale— 1" increment
7/30/19 Fountains at Summerfield - Deck Building Plans 3
� $ Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
Attach
8 SDS 1.5"lateral
elwith
screws
'/z" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and ., tension load. Meets IBC
washers Code for multi-family deck
co 'o
x, E Refer to attached Simpson
°G catalog - Deck Tension Ties
Lateral Joist page 337
Also refer to Simpson code-
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
1111111111•11=111 111111
7/30/19 Fountains at Summerfield - Deck Building Plans 4
•
s
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
Wide Screw SDWS 4",
—_._ 2 3/8., Railing 2 x 4 TKC 1 p
Cap Rail —Trex 1 ete• end, "TL. Two per
three in mid span
1„ x5.5”
attached to 1
II
Railing withI, I1 ,�„ < t ' �� `' ��`�
exterior w,7..... 't
adhesive. �
f
.'
Ln
N Railing Support
ori2x4TKC . ° {
o Attached to a t
Railing and o� �-1 " Installation of
osiPosts with a balasters and rails
adhesive and , : ' per mfg installation
Simpson � � �
.i....1,..„. a ,w, instructions
Strong Drive
Wide Screw i
SDWS 4", I 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
{
e 1" increments ments CodeCompliance
Research Report
� 1 1 1 1 1 1 1 1 1 1 1 1 I CCRR-0161
I
7/30/19 Fountains at Summerfield - Deck Building Plans 5 of 5
OFFICE COPY
CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved j
OTC: [ ] -
Permit#: 3. O I Q1$Q SZ...
Address: ITZ _ 1 J 9 7') 1
Suite#: La@
By: Date 'i ---)2-) J
VALIDITY OF PERMIT
THE ISSUANCE OF A Pk MIT
BASED ON CONSTRU ION
DOCUMENTS AND OT ER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORR� ,,,-
OF ERRORS. OSSC I.
I