Permit Support Document (41) FOR OFFICE USE ONLY—SITE ADDRESS: tSI MQ SW V-vitroteA Ln
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 14 RTC 101
Transmittal Letter
T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Allyson Armstrong DATE RECEIVED•
DEPT: BUILDING DIVISION ° ''
FROM: Tiana Rudolf
COMPANY: Stone Bridge Homes NW, LLC . ,
PHONE: 503-707-9340 By
EMAIL: portlandpermits@stonebridgehomesnw.com
RE: 15204 SW Flatcreek Ln. MST2023-00117
(Site Address) (Permit Number)
River Terrace Crossing Lot 101
(Project name or subdivision name and lot numr
U
ATTACHED ARE THE FOLLOWING IT
Copies: Description: Copies: Description:
Additional set(s) of plans. r • \47) 4 Revisions: Deck Details
Cross section(s)and detai '.1 ` '?� I + Wall bracing and/or lateral analysis.
Floor/roof framing. I„I\ J ` Basement and retaining walls.
Beam calculations. �(I` Engineer's calculations.
Other (explain):
REMARKS: Submitted house ith a front concrete slab patio. Due to topo in feild,front patio is changing to a deck.
Revisions etails: Adding 24x 4 pier pads with 6x6 posts. Deck to conform to approved front porch dimensions.
1 t '-'
P� 3� FOR OFFICE USE ONLY
4 ,ta Routed to Perna echnician: Date: Initials:
31 \ Fees Due: ❑ es ❑No Fee Description: Amount Due:
1« d )L $
$
1- "-n^ 1,0l f-�w e r. $ L-(,C•
Sp;' al
Instructions:
Reprint Permit(per PE): Yes ❑No __ Done
Applicant Notified: ., Date: L 11 Xt{1'L1 . T,rraikit(./i 41 1• Initials: IVO
woos s[ructura!members that are
Pressuroe Treat®d b decay yes scant REVISION W
AppfOv2C� pierr
POr31T y : :MO be On Ob s!#'. LI/
4x10 PORCH BEAM
QzC3C46 POST CAP r.--(
\\ CITY or ITC
\ / ITVG%ED POR CODl [ Oi�ii';�I.it:.
:ppror•cd: [ r
OFFICE COPY
W
OTC: [ w z
Permit #: ysA. 1�23l L KNEE BRACE, PER Z
�IL �W L�Address: j DETAIL C/16 O 0
Suite #: WOOD RAIL ASSEMBLY:
B : Date: �l� , 2x4 TOP AND BOTTOM RAILS �"1
2x6 RAIL CAP
„ 2x2 PICKETS AT 5' O.G.
4x4 M1DSPREQUIRED
N POSTS, u1NERE �.�
- REQUIRED
.. u
2x8 JOISTS AT 16' O.C.
--r,----n----- -c r\--rrj '-- ----rr rr ,T Ixl2 FASCIA
iVl IVI IVI %v: IYI _-IY -=-iv'
u I� I1 1 IVI IVI -_-IVI Iv �� V� 1 I�
IAI IvI IAI IA' Inl In Ini IvI :XI I IM1I Ini nl AlIIn
�--- ._ 6x10 P.T. DROPPED BEAMS,
CONNECT TO EXISTING POSTS
L WITN NUC610 AT EA. END ENO. 41449
DRAWN SY, r
DMZ
Mae
1 scam, V{..1.i
6x6 P.T. POSTS lU/ 2x8
1PILE, 3264-
1'411=a—._ 0 / BLOCKING, RATED FOR
1i*A=1l=R I GROUND CONTACT, OVER
Ih11=11=11=11=11=11=0= r 24"x24'x12' CONC. FTGS. I
II:=:11=11'=11=11=II-11�ll 11:
all=II=11=11=11=II'=11.. DECK
=n a=. -n=a=.n� ai-.._ DETAILS
• If=Ih--11=IhIh1111__ y= 11 .II=Ih... ABA66 POST BASE, OR
I1=�Ir 1=11=II. 11.= :7111R11 i: ... -�.-
1:=1C=11=�11= =`If== If If=11=11=II=1�:1�:11=n-._
• 11=11=11 11=11'=,11= t111.11:=11=11=1111=11:=11Pm. EQUIv.
�'=11=11=11: 1=II 11=11=11=11.011=11=11=J1-11=411fu-..
11011=11-11= il' 11-h=11=11=11=11�u-,..
,tion*11:= =Ir=11: i=i=J[=.11 - =11m11- ,-,17u, 11=11=16,m 24'x24'x12" CONC. FTG.
11=11o11=7r=II.Il. 11=11:11=II 11=11-VIW1111d11=1111�11= NA.fi
-II:11=11=11=11 11. . 1- -I _I I-�71=II.-., -I =IC=1r=11.=11=11�11=11=1,= -,-
I=11=71M1= = - =11MEET No.
. 11.1�.1=I�I Illl II II�l'll l��I =11=ip-.._
_n-,Ii ir-il �r t :/i-n 11=u-..
n 7�-yll--n=11._='=11;7 11=1f i1=�11-
-110Ir. =1r =11=7r-11=iI-1.Fu_. 1 3
117=1=1= 1n 111-1r=n=a=n=n.
�J1=11. : . '. . . *Ir=u= =jL=1
n- . n=n=non
DECK ELEVATION I �� A-Al,
— - 1. n=n=n PLAN 479
3/S'.I'-rp' o —
F6R)MATTCR
•
II II I I 1
-___A-
Z
4x8 HOUSE BEAMS, TYP. ----1
-_ - fi w
L:)
I I I M V !
I I I I I h+��1
I I I I
2x8 P.T. LEDGER ATTACHED TO 614 Z
D-T2Z W/ ' DIA, TNREADEC
/
J _ _ 4" OF E^ RIM JOIST WITH (3) SDS25312
ROD WITHIN .CN END SCREWS 16" O0. STAGGERED
OF DECK PER DETAIL P9 I I I TO MISS JOIST�— ti� F- }r I — II — — 4 rS HANGERD. OIN. OF O
I 3SCREWSAT EACH ENDOF (`„/'
LEDGER BOARD r
I �'-�' � EXTERIOR WALL OF HOME r =
I -1 r -1--F —1 1F- F-1 1 r _ r -1-F
rT.1
r.T. OR TREX DECKING
@ I I I I LUS28 JOIST HANGER
i r AT EA. JOIST
IN
CO It 2x8 P.T. JOISTS • 16' O.G. @
11 r
/ 6xI0 PT DROPPED 4�4R
_ — BEAMS, CONNECT TO DRAM tt
EX STING POSTS WITH Cam 061304
--Li / I 6xC 7 NUC610 AT EA. END xu.E, V4'.N
J\nL ptF, 9764
ll DOMINO,
3T'T" 14I To7 r 1,0,,2T 1,02I e 1 6xe
1,83 " T
4'-T' \ 11J-5' % DECK
/ DETAILS
2x8 P.T. RIM BOARD
x6 P.T. POSTS W/ 2x8
BLOCKING, RATED -0R SW No.
GROUND CONTACT, OVER
2411x24'x12" CONC. FIGS.
14
DECK FRAMING PLAN
NV•1'_¢, PLAN 474
PARIIHATTCR
MOTES:
ILL DECK FRAMING MEMBERS AND DECKING w
rO SE PRESSURE TREATED TO 13E PRESSURE r
TREATED AND WEATHER RESISTANT. �`/J
IDJOINING SLOPE IS LESS THAN 3 TO 1.
ILL DECKING TO SE TIGHT KNOT CEDAR OR
EQUIVALENT 2x6 WEATHER RESISTANT DECKING �.,/ V /
i'-6' MAXIMUM SPAN BETWEEN 4x4 RAIL �•L�
SUPPORT POSTS r/�
, 1 I I
Wz
Z
00
� z
4x4 POST AT 5'-6" O.G. MAX rT 1
FROM ADJACENT POSTS S .
4x4 POST AT 5'-6° O.C. MAX dill 3Y2"
IMPSON DTT2Z/DTT2SS W/ I/2' BOLT
FROM ADJACENT POSTS —
3y2I id
2x6 (OR TREX) DECKING ATTACHED
IMPSON DTT2Z/DTT2SS Ltd 1/2' BOLT EQ. TO BLOCKING W/ 12D AT 6' O.C.
PLAN No. .4-14.44
DRAM 6Ys SCALEs hk
EQ. 2X8 DECK JOISTS �" DATE:
.■■.•-
��� ti .
A•—V
DECK JOISTS DECK
conk. RIM JST A35 CLIP EA. SIDE DETAILS
2x8 RIM JST OF EA. ELK (4) TOT
16" PER POST
-xI0 BEAM / MIN.
TYP. GUARDRAIL POST DET. e`N° o.
TYP. GUARDRAIL POST g PARALLEL TO JOISTS A
NOT TO SCALE 15 NOT TO SCALE 1 5 1 5
PLAN 474
FARMAATTCit
w
8D AT 6" O.C.
I Le,
TO FLR BEAM I roTT2Z AT DECK JOIST
MI AND FLR JOIST L/ 1/2"
AL_ THREAD BOLT
r�Si AL_
AIL NM
P (�
4x8 FLR 5EA1 I W
2x8 BLDG RI I w Z
ZI
00
DECK TENSION TIE D L,J
NOT TO SCALE 1 6
4x10 BEAM PER PLAN Fir
Frit,,
ADJ. K EL BRAC -x6 POST
PLAN No. 414-P
AS AP"LICAB_E TYPICAL
DAMPRAM Ws 11t
WALE, V4'0'4
FLEs
c� DRNIRY'6'
2x6 KNEE BRACE
IS ITYP. w/ (4) �10 DECK
1 SCREWS AT EACH END DETAILS
1
KNEE BRACE C
MEET No.
NOT TO SCALE 1 6
PLAN 474
FARNAfTTSIE