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LIABILITY• The City of Tigard and its
responsible for discrepancies
4 which may appear herein.
OFFICE COPY c
., ' �, Q 77
AlCr
CITY OF TIGARD
R EN IENN LD ro.:4,,,s0DE COMPLIANCE 03.......,/
Approved: [
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Address: (eS iv. LAO
A ,.. . , Suite 14:
_ Date:
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egMI fa winL1DL e)e&-t-inj 81idlil
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C—x( s ;v, i_ , �� '��to. VALIDITY OF PERMIT
1/45 ar(¢ THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
Approved plans DATA SHALL NOT PREVENT
hall be on job S!t^. THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. ORSC 105.4
1.
WALL CONSTRUCTION-
I
TABLE R602.3(1)-continued
FASTENING SCHEDULE
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER.'" SPACING AND LOCATION
16d common(3 i/2"x 0.162") 16"o.c.face nail
14 Bottom plate to joist,rim joist,band joist or 16d box(3'/ "x 0.135'�'or
blocking(not at braced wall panels) 2 12"o.c.face nail
3"x 0.131"nails
3-16d box(31/2"x 0.135");or 3 each 16"o.c.face nail
15 Bottom plate to joist,rim joist,band joist or 2-16d common(3'/2"x 0.162");or 2 each 16"o.c.face nail
blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c.face nail
4-8d box(2'/2"x 0.113');or
3-16d box(31/2"x 0.135');or
4-8d common(21/2"x 0.131");or Toe nail
4-10d box(3"x 0.128");or
16 Top or bottom plate to stud 4-3"x 0.131"nails
3-16d box(31/2"x 0.135');or
2-16d common(3'/2"x 0.162");or End nail
3-10d box(3"x 0.128");or
3-3"x 0.131"nails
3-10d box(3"x 0.128");or
17 Top plates,laps at corners and intersections 2-16d common(3'/2"x 0.162");or Face nail
3-3"x 0.131"nails
3-8d box(21/2"x 0.113");or
18 1"brace to each stud and plate 2-Sd common(2'/2"x 0:131'�;or Face nail
2-10d box(3" 0.128');or
2 staples 13/4"
3-8d box(2'/2"x 0.113');or
19 1"x 6"sheathing to each bearing 2-8d common(2'/2"x 0.131'�;or Face nail
2-1 Od box(3" 0.128");or
2 staples, 1"crown, 16 ga., 13/4"long
3-8d box(2'/2"x 0.113");or
3-8d common(2'/2"x 0.131");or
3-10d box(3"x 0.128");or
3 staples, 1"crown, 16 ga., 13/4"long
20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail
4-8d box(21/2"x 0.113");or
3-8d common(21/2"x 0.131');or
3-10d box(3"x 0.128');or
4 staples, 1"crown, 16 ga., 13/4"long
Floor
4-8d box(21/2"x 0.113');or
21 Joist to sill,top plate or girder 3-8d common(2'/2"x 0:131 �;or Toe nail
3-1 Od box(3" 0.128");or
3-3"x 0.131"nails
8d box(21/2"x 0.113') 4"o.c.toe nail
22 Rim joist,band joist or blocking to sill or top 8d common(21/2"x 0.131");or
plate(roof applications also) 10d box(3"x 0.128');or 6"o.c.toe nail
3"x 0.131"nails
3-8d box(21/2"x 0.113");or
23 1"x 6"subfloor or less to each joist 2-8d common(2'/2"x 0.131");or Face nail
3-10d box(3"x 0.128");or
2 staples,1"crown, 16 ga., 13/4"long
(continued)
2021 OREGON RESIDENTIAL SPECIALTY CODE 169
WALL CONSTRUCTION
r
TABLE R602.3(1)
FASTENING SCHEDULE—continued
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"` SPACING AND LOCATION
Floor
24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135');or
2-16d common(3/2 x 0.162") Blind and face nail
25 2"planks(plank&beam—floor&roof) 3-16d box(31/2"x 0.135');or At each bearing,face nail
2-16d common(3/2 x 0.162")
3-16d common(3'/2"x 0.162')
26 Band or rim joist to joist 4-10 box(3"x 0.128�,or
4-3 x 0.131 nails;or End nail
4-3"x 14 ga.staples,716"crown
20d common(4"x 0.192') or Nail each layer as follows:32"o.c.
at top and bottom and staggered.
10d box(3"x 0.128");or 24"o.c.face nail at top and bottom
27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides
layers And:
2-20d common(4"x 0.192');or Face nail at ends and at each splice
3-10d box(3"x 0.128.);or
3-3"x 0.131"nails
4-16d box(31/2"x 0.135');or
28 Ledger strip supporting joists or rafters 3-16d common(3'/2"x 0.162");or At each joist or rafter,face nail
4-10d box(3"x 0.128.);or
4-3"x 0.131"nails
29 Bridging or blocking to joist 2-10d box(3"x 0.128"),or 2-8d common
(2/2 x 0.131 , or 2-3"x 0.131 )nails Each end,toe nail
SPACING OF FASTENERS
DESCRIPTION NUMBER AND Intermediate
ITEM OF BUILDING ELEMENTS TYPE OF FASTENER'•'` Edges supports •
(inches)" (inches)
Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing
[see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing]
6d common(2"x 0.113")nail(subfloor,wall)'
30 3/2"-1/2" 8d common(21/2"x 0.131")nail(roof);or RSRS- 6 12f
01(234"x 0.113")nail(roof)'
9 8d common nail(2'/2"x 0.131");or RSRS-01; 6 12f
31 /32 1" (23/8"x 0.113")nail(roof)'
lOd common(3"x 0.148')nail;or
32 1 /e 1 /4„ 8d(21/2"x 0.131")deformed nail 6 12
Other wall sheathings
1'/2"galvanized roofing nail,'/16"head
/2„ tru gal cellulosic fiberboard
I 33 sheathing
diameter,or 11/4"long 16 ga.staple with 716"or 3 6
1"crown
34 25/32"structural cellulosic 13/4' galvanized roofing nail,7/1,"head diameter, 3 6
fiberboard sheathing or 1 /2"long 16 ga.staple with /16 or 1"crown
35 /2"gypsum sheathings 1 /2 galvanized roofmg nail;staple galvanized, 7 7
1 /2 long; 1 /4"screws,Type W or S
36 5/B"gypsum sheathings 13/41,galvanized roofing nail;staple galvanized, 7 7
/8 1 long; 1 /, screws,Type W or S
Wood structural panels,combination subfloor underlayment to framing
37 3/4"and less 6d deformed(2"x 0.120")nail;or
8d common(2/2 x 0.131")nail 6 12
8d common(2'/2"x 0.131')nail;or 6 12
38 /s 1" 8d deformed(21/2"x 0.120')nail
1 e ,4„ 10d common(3"x 0.148")nail;or 6 12
39 1 /„ 1 / 8d deformed(2'/2"x 0.120')nail
For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa.
(continued)
170 2021 OREGON RESIDENTIAL SPECIALTY CODE
f "POLYGON AT ROSHAK RIDGE"
LOT 205 (bs131( SO)bfegAft-N)IP
HUB AND TACK CERTIFICATION
NE 1/4 SEC. 7, T 2 S, R I W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY. OREGON
SURVEYED NOVEMBER 3, 202t
/ ell* 3F 1IGARL)
PREPARED FOR; Approved by Planning
TAYLOR MORRISON, INC.
7 //
� 703 BROADWAY ST., SUITE 710 Date: _ZLII (Z2
VANCOUVER. WA. 98660 Initias: ___ it
-
SW DARWIN LOOP N
7 L=22.23 i N89.54'00"W 40.17'
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°i ai 6.00' PUBLIC
' UTILITY EASEMENT
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10.26' i 1
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LL 3.83'--r -"1'
U1 LOT w LOT
L=75.78 205 a 204
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a 10.63' - . 'f" " I- To
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REGISTERED
U PROFESSIONAL ?ail b
s LAND SURVEYOR oi, enq
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(0: M 01
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f OREGON I N89'54'OD"W 155.37'
JULY 9. 2002 I
'TRAVIS C. JANSEN
g 57751
I
o RENEWS:6/30/2023 '
I. TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 120 0 1020
$ _HAVE ACCURATELY SURVEYED AND STAKED THE OFFSETS TO C�` ini
g THE FOUNDATION ENVELOPE FOR LOT 205 OF THE PLAT OF 1 INCH = 20 FEET
0 "POLYGON AT ROSHAK RIDGE".
s� DRAWN BY: EJO DATE.01/26/22 PACIFIC COMMUNITY DESIGN~`
i REVIEWED BY: T2 DATE:p1/26/22
Z 395-010 PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: (503) 941-9484
x
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LEGEND: 9 .�""'� s
—ss— SANITARY SEWER i'.Ic c 1_
so— STORM DRAIN I/ :-,n
—w WATER LINE
Y USN SW Mom Street
6 • MANHOLE i 31®wtl.OR 97713
m 503-0A1 v44
• CATCH BASIN GAM ,...
k{+ STREET LIGHT 1 REVISIONS
STRAW WATTLE PERIMETER II ro. e8T0 5ETceumax
EROSION CONTROL
ANAVMRY 1\ CC 1
4Itj 'sj
L5�" �5 \ � ` BUILDING SETBACK: 12' 1
uSAM �'� �..1M WATER ! 510E SETBACK: 3' i
taw-
6-1 M- ice'-' �I►n METER : SIDE FACING STREET:
oq sIORM '��► �.. - Ya Ate
e . PUBLIC STREETS: 8'
�� � t�LLEY/PRIVATE STREETS: 3'
_ `, �� 3409 ! _. . �.x, SIDEWALK 341.31 P REAR SETBACK: 1S'
`v,` VBION - _ F 6 D / I REAR SETBACK AT ALLEY/PRIVATE: 0'
CLFABAHCE ter. �►'.�G" ` - _ ` . REAR COVERED PATIO: 10'
`u TRIANGLE '%\+'1L -tt •.eI P.D.E_
a I �. :` -. - - -_ ` GARAGE:
' ` ''„"fle,�-�. _ n.1•- 1A7 MT, /_ I PUBLIC STREETS: 20' I
I " + iii�! _ --*---1 -}/ ALLEY/PRIVATE STREET: 3'-5' 1
H Iv,r S ,.pia �: GT:343.3 �r___�il a 7 l'; / BLDC:222300E / I LOT COVERAGE:
\�I �� wig I 'IIr�, -
I ARAee I I I el a LOTAREA: 4,847 SF POLYGON
? 1 �41; I G F:3a./ I R R AT ROSHAK
3 1 ill
I •^.1 —rl'✓I / 2U4/ BUILDING FOOTPRINT: 1,814 SF RIDGE
K 1 py�
,I c I III I aos
gill ^l N r 1 I I l .4,6475E a Il / COVERED PORCH: 49 SF
I .1 MAIN , .
I I FEE:3M.f / / CANTILEVER LIVING SPACE: 40 SF
m�1 /1 # \PA� 1 /I I� / �m
PLANT(315TREET TREE: 1 ' / I/ / COVERED PATIO: 152 Sr
YELLOWWOOD/ �I - ',iD.d' __ _._"_.._ ./ 3 E ____
CIADRASTIS KENTIKRIA 1v /Y " r T m DECK AREA: 0 SF LOT 205
, � ��'' ,, I I / �` 'J PATIO y,� PLOT PLAN
I '� I I�;-7-__''*'A`-O`l7 ��-- TOTAL COVERAGE: 2.055 SF
1 I �... I
1..1 I-�-_
.II o E7lii / / /Is.3• ai.a %
e , I 'l', t `1' I /� IMPERVIOUS AREA: 2,579 SF
4'52.
ri i / r ` ` 345.0
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TAYLOR MORRISON (360) 695-7700 {,rT,l,
Male
2S1W7 C TMK^°N
e tee..
LOT 205 (R-4.5, SMALL) SCALE
CASEFILE(S): POLYGON AT ROSHAK RIDGE
PDR 2015-00002
i
PDR 2016-00002.00D06 16584 SW DARWIN LOOP 1 INCH=i°FEET
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