Plans (2) FOR OFFICE USE ONLY-SITE ADDRESS:
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Please complete this form when submitting information for plan review responses and revisions.
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT r
Transmittal Letter
13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.ti arg d-or.gov
TO: DATE RE E. V+ V �, ,M Tpti
DEPT: BUILDING DIVISION ALU- V o
_ f)P r 2 2 ) -'3
FROM: �cl�./ si> �Jcso,✓ C111 WARD
COMPANY: v I v L C BUILDING1)1
PHONE: '-0 3r o - 4 77/- - 7 By.
RE: /5-679 Z ro�Ors-Doa
(SiteAddress) (Permit Number)
�ccvc�
Project name or subdivision name an of er
ATTACHED ARE THE F LOWING ITE S.
C*es. Descri tion: C ies: DbkA tion:
Addi/en
s) of plans. Revisions:
Cros ) and etails. Wall bracing and/or lateral analysis.
Floor/ro Basement and retaining walls.
Beaons. Engineer's calculations.
Othe : `
REMARKS:
FOR OFFICE USE ONLY
Routed to Permit Technician: Date: Initials:
Fees Due: ❑ Yes No Fee Description: Amount Due:
$
$
Special
Instructions:
Reprint Permit(per PE): =11 Yes RrDone
Applicant Notified: Date: 7 S Initials:
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012
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2X6 STUDS 0 16'"0/C FINISH FLOOR(VERIFYRECEMP
W/2-2X6 TOP PLATE WITH OWNER)OVER •� a�.., -
AND 1-2X6 BOT. PLATE 1 _" T&G OSB SHTG. W/
c a
TYP. AT EXTERIOR 2
12D 0 6/6/12 d. 32 Ott'
WALLS 2x FLOOR JOISTS- SEE �
FRAMING PLAN FOR SIZE (��r 2 2 2015 POST PER L-
AND SPACING :
PLAN
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u
SLAB WHERE OCCURS CIT H Of x.�GARD POSTBASEOR
NFO. BUILDING DIVISIONEDDIV. LINO o 5 � 5$
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"o 0 8" CONIC.WALL W/1-#4 0 I o CONCRETE PAD OR Z $ ;gij€
U m TOP ON 15"X 7"CONT. ,-- CONTINUOUS € a Mil
�\�\ \ \� \ TWOCPURS AREi ONEIF (WHERE REBAR 2"CLR. I--- --I, FOOTING 4"� PVC PERF. DRAIN / / PROVIDE 2X4 KEY W/2-#4OCCURS) J
LINE IN GEOFABRIC SO FTG. &1-#4 T&B IN STEM ° �t
2'CUR. SEE PLANS FOR
W/1 CF PEA GRAVEL WALL,ADD 1 #4 VERT W/ o �
CONT. DRAIN TO C B C '- " FOOTING SIZE „ .S
DAYLIGHT A STANDARD FOOTING SCHED. o °°D
BOT. OF FTG. TO BE 18" MIN. suRRw+nwo • s c 0 E " ° -°�
ROOF h 1{LOOK 12- fi" S" r m7i
BELOW ADJACENT EXTERIOR Roar o-2 7 •-0
GRADE ON UNDISTRUBED/95% ROOT h 3 RD011 20• 10• s• 10•
COMPACT SOILS Ax.HT,w/OUT AFR.d HMIZ.RFBM ;f4OF
��
TYPICAL FDN WALL . n TYP. PAD Z TYPICAL POST BASE
1 SCALE: 3/4" = 1'-0" L SCALE: 3/4" = 1'-0" dU �® 3 SCALE: 3/4" = 1'-0"
y n o-Y
needs pee ; (L ) REVISION
MUD SILL
DRILL HOLES AND ANCHOR is�c.Gr'� n
TO EXISTING FND.
2"0 x&"FENDER WAS • ^'
EXISTING • e OR I4 REBAR g@�� U
FOUN[�1TION ° , 8" "HILT]" KWIK BOLT TU IV F OFI ICE C,1 py
NEW EMBED 12•INTO EX. �{�y� pl/
18'-3' ANCHOR 0 6"OC OR OUIV FDN E.w.w/ �
STEM WALL SIMPSON EDOT ti--
'.� ADHESIVE. Y
9-0'
FOOTING INSPECTION
9-0' REQUIRED U
FzF P1__ F2 2 } — EXISTING FOOTING -0 N
F7 st.o st.o "a ,^ N
F- _1U , 7 X TYP. IYP. CLEAN EXISTING EDGE vJ Q cy)
I -- - p
L J B2 I I 82 X L 1 7 FLOOR JOIST > 0 Q'
i F—�: NEW CONC FOOTING OU I..L N
I I LJ_ co>> a
I I P.T. 2x6 SILL W/1/2"- X 10"A.B. > cu
I I 1'- x3'-6"x6"CONCRETE NEW 0 48"O.C. TYP 2° O U)
L— STAI LANDING PAD RAWLSPACE _m
3 26 MIL. VAPOR BARRIER EXTEND UP
S _
M VERITYP, FY / Ln
FDN. WALL 1'-O"MIN. TJ
TYP. 770 rt� ° ° UNDISTURBED SOIL w 7 r
4 . . co /A)l
St.o - / / �/ / Q U
-- ---- ------- FOUNDATION CONNECTION n TYP UNDER PIN Q
J 4 `� SCALE: 3 4' = 1'-0"
F� �AF2 8"x16"SCREENED, I F2 SCALE: 3/4" = 1'-0" /
I OPERABLE FND I I •I
VENT-TYP.- I
CD � F
� Z I F3 1: I
x 1 I I I:I
I.
w S,SD ; o STRUCTURAL SCHEDULE
NEW CRASPACE ACCESS- BOUNDARY NAILING ISSUED FOR
MIN,16"x 4" ( I SYM. USE HARDWARE REMARKS SHEAR PANEL SLOPED OR LEVEL ROOF SUBMISSION 11-04-15
1 81 4x8 DFLp2 SHEATHING
., RESUBMISSION 12-08.15
I
82 400 OFL12
STUD WALL
I •I B3 3\"x16\"24F-V4 GLULAM 3-16d 0 EA.STUD
F} I 1 84 4xB DFL#2
H1 0x6 DFL#2 CONT.NAILER.SHAPE AS
1.--- ----------- ----J ' I SILL
RORD.FOR FLUSH NAILING
H2 5_x12"34F-V4 G.LB.
.;...
L— JI 2.12 DFL/2 0 16"0/C SOLID BLCKNG AT MIDPOINT MATCH EXISTING HOUSE FINISH FUR HGT DATA:
SILL NAILING
•i- 1 4
J2 2.8 P.T.DFL#2 016"0/C SOLID BLCKNG AT MIDPOINT 26 DECKING TYP.-VERIFY W/OWNER STRAP ISSUE DATE. 11103115
PROVIDE 1x6LAG BOLT 0 32OC
\
57.0 7.0 a 2x8 PT DFL#2 LEDGER " " ' - BOUNDARY NAILING SEE JOB NUMBER 10092.08
----�
City of Tigard I I TYP. TYP. -STAGGER SHEAR SCHEDULE
L--- J DRAWN BY BOJ
T1 x12 DFL12 0 24"0/C CONNECT TO TOP PLATE W/(2)16d TOED,
qp p r v ed P I a n s 9 RIF 8 RIF TO RIDGE W/(4)16d TOED CHECKED BY DLG
VERIFY VERIFY ATTIC OR VOID SPACE
17'-9" P1 4.4 DFL#2
J ,S x4'-0•x6"CONCRETE P2 4.6 DFL/2
By Date STAIR LANDING PAD
Fl 2'-6'x2'-6"x70"w/t4'e 0 B"0/C E/W (4)MIN.
F2 2'-O"x2'-O"x10"w/#4's 0 8"0/C E/W (3)MIN. (2)2x F.J. SHEET CONTENTS'
FOUNDATION PLAN
FS 2'-9"x2'-9•x72"w/#4',a o 6'o/c E/W (5)MIN. &FIRST FLOOR FRAMING
SCALE - 1/4"= V-
nLEDGER
FOUNDATION PLAN W/ FIRST FLOOR FRAMING F3
O
4 SHEETS TOTAL