Report (48) Vicinity Map Tan ,
0° MapTitlee
Beaverton
_
Tigard 143 5 iT City of Tigard, Oregon
2 Ft Contours(IiDAR)
T i r? Tigard Local Wetland Inventory
0 Significant
0 Non-Significant
Jurisdictional
1996 Flood Extent
\''''''' FEMA 100 Yr Flood
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y\ MAR 1 3 2019
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4,.._
.t.y• _ Data is derived from multiples a city of Tigard
makes n warranty,representa�on sThe
guarantee as to
the content,accuracy completeness of any
of the data provided timeliness
Cty of Tigard shall
assume o liability forany errors,
orntssions.or
Inaccuracies In the informaln providedregardless of
, a
how caused
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Scale. 0.00 Miles
/i,/,,,,___.---'r;`�� 1 85- y-,'�' � y City of Tigard
13125 SW Hall Blvd
°.�o" Tigard, OR 97223
i �
f'r
Map Created: (503) 639-4171
03/13/2019 www.tigard-or.gov TIGAKD
1 %iI
MAR 13 209 43 J'.-d7
ari p� ` �`
WAVERLY MEADOWS ��, BUILDi 3hR EYDR SC RTIFICATE :
N.W. TRAbI/4 SECTION 12 T-2S R-IW W.M. THE 1.1 b M)mica NED c. I.WILLIAM L.MC MONAILE, FIRST BEING DULY SHORN,DEPOSE AND SAY THAT I HAVE CORRECTLY
THE WON7E OWNERS ASSC. SURVEYED AND MARKED WITH 5/8"x 30" IRON R005 ALL LOT AND BLOCK CORNERS,CURVE POINTS,
CITY OF TIGARD,WASHIN GTON COUNTY OREGON e:c.o"" AND BOUNDARY LINE CHANGES IN DIRECTION THE LAND REPRESENTED INSE THE ANNEXED MAP OF
•ue� "WAVERLY MEADOWS" AT THE INITSAI POINT OF SAID SURVEY I SET A GALY. IRON PIPE 36"
DATE: APRIL 1978 SCALE I 100' s. �,317-P u.�c. ,. LONG,2" IN DIA. 6"MONUMENT
THE NG THD,BEING ST CORNATED N-89°4HE25"-E 333.97' FROM A BRASS
• CAP IN CONCRETE"ANDEAT MARKING THE NORTHWEST CORNER OF THE EJ.T AHICKLIN D.L.C.:THENCE:
' I �_•' I'N SW. CONTINUING N-89°49'25"-E 335.50';THENCE: 5-00°72'32"-E 1319.33'TO THE CENTER LINE OF
-r.\�-1q T¢ec-C"7� w-ad S.W.BONITA ROAD C.R. #736;THENCE: ALONG CENTERLINE N-89°30'03"-W 335.53';THENCE:
xrsa° 145.415• yy� va0'a'>z'•w >.+>5 1RtBERNE SIM?' 'O°d N-00.12'32"-W 1315.38'TO THE INITIAL POINT OF BEGINNING. r"---- -..77-7--fi •-
✓ x. nw -- . '> P.:: 1250" 441,14
-�) fl 3.0- TRACT Co -'<•71144, �T d as 1 tsa ,,,. y4 - rw�: CONTAINING 10.146 ACRES ANS'
A o ( 3 ;Ff...?
a p>'"^ \� 5 0°+• L ^f t + , Thr c SUBSCRIBED 6 SWORN TO BEFORE ME '
s of ; ,, 2 _ n /.r`..r sc. "'°tom"+`. "• •1!
F • Ye°t• v e \ i �{ 5 "°°. THIS .•Y OF • , 1978
j�
;I
frK :"' ; our :� 5 &": 1. s .r.. /�. \�... _fi''.iCQ.o S..w E ,/-...e+ew�5 �'+.a,"ge'.,t r - N, • +.+ .. , o' 1 -
gs I� 51 'i. ° j; \ sa • .1 w eo a 3"9 ( 12 f, r' - MY COMMISSION EXPIRES,,/,¢..,C,,//97/
._...
E�2. i " b; s++e,d.D 'O 38\\ Z"+ 3i o. $' T• s•w1r�a2 O8/ la.>wur •:A ...._. /'" CENTER LINE CURVE DATA
S
� Z a0 1, 0, ..t/S _zx x' CODE DELTA RADIUS LENGTH CHORD CO.BEARING
ex
i q' a �. r INGRESS& EGRESS k UTILITIES
0 ' u a}O o; r a1•y� ,,s°°1�^'' � :° i �' FOR LOTS IS TNRU 24 1 180°00'00" 37.00 116.24 74.00 5-89°47'28"-W
( " 45 !j~aa ° a3 3 • *`` io 35 x x1__ t I - SHALL EXIST UPON
TRACTS C & 0 2 66°39'45" 37.00 43.05 40.66 N-33"32'24"-W
z.0 Ib°; mlpr -- - - - '" LEGEND 3 23.20'15" 157.72 64.24 63.80 N-11°27'36"-E
W....4 L.-.vorotw+rs:."ra - ueo a •`/ >' >' T2gGT"G" CO'"'�""" •DENOTES PTS.PD. 4 55°37'53" 288.37 277.48 266.90 N-07°50'40"-W
1 wt". -ACT•F" {'RE SEiZy@ STRIP N 0 T E: •o
M'M75sEev=STRIP x°s�.�a' 0 DENOTES PTS SET
I •x.ke; TRACT.0cITY ALL FRONT AND REAR LOT LINES SHALL 5/8"X 30"IRON ROD 5 59°49'56" 327.83 342.34 327.00 N-05.29'39"-W
CON-MCA--EC,ACCESS HAVE A 10.00 FOOT EASEMENT FOR
APPROVAL 5: SANITARY AND STORM SEWERS,POTABLE 6 33°29"22" 327.83 191.62 188.90 H-07°40'38"-E
n WATER SUPPLY ANO UTILITIES 0 SIDEWALKS APPROVED APPROVED THIS�0 DAY OF I,/Ci1, , 1978 ATTEST THIS/1 DAY OF ,� 9 pp,1- , 1978 26°20'34" 327.83 150.72 149.40 IJ-22°14'20"-WTitAs`CT B¢E SUwEGT TO A
WASHINGTON COUNTY WASHINGTON COUNTYPEDESTRIAN EASEMENT TRACT DATA
DIRECTOR OF ASSESSMENT&TAXATION DIRECTOR OF RECORDS E ELECTIONS STATE OF OREGON )
-
(COUNTY ASSESSOR) q / (COUNTY K) COUNTY OF WASHINGTON ) ss TRACT DELTA RADIUS LENGTH CHORD CH. BEARING
BY `/�(,//Ilkj�. - BY I ROGER GNA TPLATSWAS DIRECTOR OF RECORDS AND ELEC�T�IjONS,DO BY CERTIFY THAT THE A 60°00'00" 40:00 41.89 40.00 5-89°30'03"-E
j ORIGINAL PLAT WAS RECEIVED FOR RECORD ON THE DAY OF 1978,AT J;pQ d 10.02'13" 308.37 54.02 53.95 5-15°52'70"-E
APPROVED THIS�DAY OF Or`.rf.,aV' 19)8 APPROVED TH SLejj,DAY OF p a'�"a DC!! 1978 O'CLOCK46M..AND RECORDED ON PAGE„T l IN K CORDS OFT L S E 47°31'43" 268.37 35.26 35.24 N-13'03'12"-W
OF SAID NTY.
WASHINGTON COUNTY WASHINGTON COUNTY e ,°,°.,,y 9, �.e c.&& „,t DEPUTY
HEALTH DEPARTMENT BY LOT CURVE DATA
BOARD OF COMMISSIONERS
BY
BY it/ 4'85,1-p 3p,�J �j./ .4,n�D.,-..Y.2.s.&. STATE OF OREGON )
COUNTY OF WASHINGTON ) s5 LOT VOLTA RADIUS LENGTH CHORD CH.BEARING
/
APPROVED THIS ,DAY OF C7�-.-i>r.a-c, 7976 BY � 1 36°43'41" 40.00 35.80 12.60 S-36°41'29°-E
I,ROGER THOMSSEN,DIRECTOR OF RECORDS AND ELECTIONS,DO HEREBY CERTIFY THAT I HAVE 2 36°43'47" 20.00 12.82 12.60 5-36°47'20"-U
WASHINGTON COU SURVEYOR � \ COMPARED THE WITHIN PLAT WITH THE ORIGINAL THEREOF.THAT THE SAME IS A FULL,TRUE, 2 63°16'04" 40.00 44.17 41.96 S-23°25'08"-4
BY a�)-1=Z-.0- AND CORRECT COPY THEREOF.AS THE SAME APPEARS OF RECORD IN PLAT BOOK gL6 3 10.59'50" 307.83 59.08 58.99 S-12°49'35"-U
BY --R.C... PAGE THEREOF. 4 12°46'48" 307.83 68.66 68.52 5-00°56'16"-W
BY 5 11.05'56" 307.83 59.63 59.54 S-11°00'07"-E
APPROVED THIS 1DAY OF ..14JGJCT . 1978 BY �,7 DEPUTY 6 11.32'53" 307.83 62.04 61.94 5-22°19'29"-E
BY ..i CJIIss 7 07°18'40" 307.83 39.28 39.25 5-31°45'17"-E
CITY 0 / .�- - - s 7 03'12'53" 308.37 17.30 17.30 S-33°48'10"-E
PLANO, ).SION` ` J,aor:,;_.-:-%v;""1, 8 17.18'28" 308.37 60.86 60.76 S-26°32'30"-E
\ \ t',-,--- "\:`a 9 10°48'10" 308.37 58.14 58.05 5-05°26'57"-E
-a..�_-�/ 3 f,: 3,� !, 10 14°21'49" 308.37 55.78 55.70 S-05°08'00"-W
BY �--' " 11 100°35'45" 19.87 34.89 30.58 5-30.34'37"-E
Ny on"" DEDICATIO H: KNOW ALL MEN BY THESE PRESENTS THAT WAVERLY CONSTRUCTION COMPANY, INC., 11 09°24'20" 308.37 50.62 50.57 S-15°01'07"-W
ACKNOWLEDGEMEN T: �'O.V C00Atr• AND ARISTA ESTATES, INC.,80TH OREGON CORPORATIONS,EACH HAVING AN UNDIVIDED ONE-HALF INTEREST, 12 75.59'46" 20.00 26.53 24.63 5-bl°07'37"-W
DHSS HEREBY MAKE,ESTABLISH AND DECLARE THE ANNEXED MAP OF WAVERLY MEADOWS,A TRUE MAP N U PLAT 15 75°13'O9" 57.00 15.14 15.10 5-59°15'42"-E
STATE OF OTHEREOF,AND DOES HEREBY DEDICATE TO THE PUBLIC AS PUBLIC WAYS FOREVER ALL STREETS SHOWN ON THE 15 90°00'00" 10.00 15.71 14.14 5-21.52'17"-E
COUNTY OF WASHINGTON S.S. MAP. 'TRACTS F,fe,=YA ARIL laeet y
WAVER YL yCONST TIONNCCO.1 I '-rt
�w4 O 16 51°26'36" 57.00 51.18 49.48 5-25°55'50"-E
THIS IS TO CERTIFY THATNOTA ON THIS✓s DAY OF 11EA COUNTY,
PERSONALLY APPEAR BEFORE ME, '/ 'T INC. P7 07°24'40" 177.72 22.99 22.97 N-03°29'48"-E
THE UND'cRSIGNEO.A NOTARY PUBLIC-TN-AND FORS D A JE AND COUNTY,KENNETH L.WAYMIRE AND ROBERTA +v tri 28 10°55'47" 177.72 33.90 33.85 N-12°40'07"-E
A.WAYMIRE WHO BEING DULY SHORN DID SAY THAT HE.KENNETH L.WAYMIRE IS THE PRESIDENT OF WAVERLY �� WAYMIRE, DENT BLR A A.WAYMIBE, IV LE PRESIDLNT 29 104°00'12' 177.72 15.50
36.30 35.52 V-28°52'23"-N
CONTRUCTION COMPANY.INC.AND THAT SHE,ROBERTA A.WAYMIRE IS THE VICE-PRESIDENT OF WAVERLY CON- LL
STRUCTION COMPANY, INC..AND MELVIN G.WAYMIRE,SR.AND AMANADA L.WAYMIRE WHO BEING DULY SWORN, ARISTA ESTATES, INC. 37 09°36'26" 258.37 45.00 44.95 N-14°55'04"-E
DID SAY THAT HE,FELVIN G.HAYMIRE,SR. IS THE PRESIDENT OF ARISTA ESTATES,INC.,AND SHE, 37 79°24'15" 20.00 27,72 25.55 11-59°2514"-E
AMANDA L.WAYMIRE IS THE VICE-PRESIDENT OF ARISTA ESTATES, INC.,AND THAT THE FOREGOING INSTRUMENT / , .4 • ��zc,e+..�..��T.y�/L�4.« 38 19°24'11" 268.37 90.88 90.45 N-00°24'45"-£
15 A FREE ACT AND DEED. •+', 'I •, G AMANDA L,NAYMIRE.VICE PRE5IDAJJT 39 18°35'33" 268.37 87.09 86.70 N-26°06'50"-W
SUBSC• BED AND SWORN TO BEF .E ME 40 09°10'19" 347.83 55.68 55.62 N-30°49'27"-W
/:'. THIS., DAY OF / . 1978 47 07°27'45" 347.83 45.30 45.27 N-22°30'25"-W
_ 42 75°45'33" 20.00 26.45 24.56 N-52°19'45"-
- }�,�' 1 HEC43Y ..._..." 42 04°19'34" 347.83 26.26 26.26 -16°36'46"-W
i ✓+ ♦ N. ' i. JCI FOk SAID��151 ATE AND COUNTY IE..... 43 09°59'01" 347.83 60.61 60.53 N-03.08'59"-E
.:.4,1'.. ` x MY COMMISSION EXPIRES 1-,gfe ! 43 91°38'00" 20.00 31 99 28.69 N-43.58'28"-E
-�+ ���� 44 17°13'27" 40.00 12.03 11.98 X-31°76'57"-W
YS6/ . t 44 55°51'47" 20.00 19.50 18.74 N-11°57'47"-W
wxuw -"_�% 44 07°49'38" 347.83 47.52 47.48 N-12.03'18"-E
45 83.10'11" 40.00 58.06 53.10 N-18°54'52"-E
• 2
FLOORS
- z STAGGER FASTENERS
N IN 2 ROWS
QO QO 00 Q 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO
5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
0 0 0 0 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2 X 8 LEDGERS TO 2 X 8
2"MIN. BAND JOISTS.
LEDGER LAG SCREW OR BOLT 3/4"MIN.
For SI: 1 inch=25.4 mm.
FIGURE R507.2.1(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
EXTERIOR SHEATHING
EXISTING STUD WALL
EXISTING 2x BAND JOIST
OR ENGINEERED RIM BOARD __
2"MIN. I'�Lilik DECK JOIST
15/s""MINT ,„„iiinl.
.
5"MAX.
"4�ivn%m,�ili LAG SCREWS OR BOLTS
I 2"MIN.1'/4 111111111
o o .o_
FLOOR FRAMING 0 O o o
ooa . o00 JOIST HANGER
I. o O 0
EXISTING o 0 0
FOUNDATION WALL
For SI: 1 inch=25.4 mm.
FIGURE R507.2.1(2)
PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
R507.2.2 Band joist details.Band joists attached by a led- R507.2.4 Deck lateral load connection. The lateral load
ger in accordance with Section R507.2 shall be a minimum connection required by Section R507.1 shall be permitted
2-inch-nominal (51 mm), solid-sawn, spruce-pine-fir lum- to be in accordance with Figure R507.2.3(1) or
ber or a minimum 1-inch by 91/2-inch(25 mm x 241 mm) R507.2.3(2).Where the lateral load connection is provided
dimensional, Douglas fir, laminated veneer lumber. Band in accordance with Figure R507.2.3(1),hold-down tension
joists attached by a ledger in accordance with Section devices shall be installed in not less than two locations per
R507.2 shall be fully supported by a wall or sill plate below. deck, within 24 inches of each end of the deck. Each
R507.2.3 Ledger to band joist fastener details. Fasten- device shall have an allowable stress design capacity of
ers used in deck ledger connections in accordance with not less than 1,500 pounds (6672 N). Where the lateral
Table R507.2 shall be hot-dipped galvanized or stainless load connections are provided in accordance with Figure
steel and shall be installed in accordance with Table R507.2.3(2), the hold-down tension devices shall be
R507.2.1 and Figures R507.2.1(1)and R507.2.1(2). installed in not less than four locations per deck, and each
device shall have an allowable stress design capacity of
not less than 750 pounds(3336 N).
2017 OREGON RESIDENTIAL SPECIALTY CODE 151
FLOORS
/
/
/ HOLD-DOWN OR SIMILAR
/ TENSION DEVICE
FLOOR SHEATHING NAILING AT
6"MAXIMUM ON CENTER TO
JOIST WITH HOLD-DOWN
/
______ ---- -- - ____Lti---L,
Z + + +F i mg / + + +
+ + OM i + +
i /
FLOOR JOIST / DECK JOIST
/
/
/
V
For SI: 1 inch=25.4 mm.
FIGURE 507.2.3(1)
DECK ATTACHMENT FOR LATERAL LOADS
SHEATHING
NOTE: SIDING
THIS DETAIL IS APPLICABLE FLASHING FOR
WHERE FLOOR JOISTS ARE I WATER TIGHTNESS
PARALLEL TO DECK JOISTS.
•
DECKING
ill
may-
it APPROVED JOIST HANGERS
2"MIN. fit 2x LEDGER WITH FASTENERS
IN ACCORDANCE WITH TABLE R507.2
■ am
► HOLD-DOWN DEVICE MIN 750 LB. CAPACITY
FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24"OF EACH
END OF THE LEDGER. HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED 3/8"DIAMETER LAG
SCREW PREDRILLED W/MIN.3"PENETRATION
TO CENTER OF TOP PLATE, STUDS, OR HEADER.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
FIGURE R507.2.3(2)
DECK ATTACHMENT FOR LATERAL LOADS
152 2017 OREGON RESIDENTIAL SPECIALTY CODE
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The Screw Substitution Calculator is a quick,easy-to-use tool for providing Simpson Strong-Tie
structural screw alternatives to specified standard NDS fasteners in withdrawal,lateral load parallel-to-
grain,lateral load perpendicular-to-grain,multi-ply,ledger connections and sole plate to rim board.The
Calculator provides detailed load calculations for both the NDS fastener and the recommended
Simpson Strong-Tie structural screw.
0 Report Application Issues or Provide Customer Feedback(https://app.smartsh 0 Video Tutorial 0 About SSC
Ledger Inputs
Ledger To Exterior cladding (�
Wood structural
Rim Board :g: ' :
ity iit panel sheathing
Loading Condition 0 \' I Rim board
40 psf Live/10 psf Dead
Ledger Size 0 Floor
2X joist or
blocking IIIA
Rim Board Material and Thickness 0 TAI
2X DF v
11.; 2x deck
Deck Joist Span 0 ledger shown
Up to 10 n 0 (double 2x
• ledger similar)
0 0
C) CCCTADT ' I CCD/‘/1AIAICr -1/1A1 llaTillwiC
ti
❑ CALCULATION RESULTS SCREW SUBSTITUTION MARCH 21, 2019
CALCULATOR
Ledger Inputs
Ledger Connection Loading Condition Ledger Size Rim Board Material and Thickness Deck Joist Span
Ledger To Rim Board 40 psf Live/10 psf Dead I 2X 2X DF Up to 10 ft
Ledger Connection Options
PDF Screw Size/Type Screw Finish Screw Model Maximum on Center Spacing of
Summary Number Fasteners(in)
-F.
PDF Screw Size/Type Screw Finish Screw Model Maximum on Center Spacing of
Summary Number Fasteners(n)
MI 0.22"x 4"Strong-Drive®SDWS TIMBER Screws Double Barrier SDWS22400DB 13
Coating
' _ I
0.195"x 4"Strong Drive®SDWH TIMBER HEX Screws Double Barrier SDWH19400DB 9
Coating
MIType 316 Stainless
0.188"x 4"Strong-Drive®SDWH TIMBER-HEX SS Screws 1 Steel SDWH19400SS 8
Type 316 Stainless
0.276"x 4"Strong-Drive®SDWH TIMBER-HEX SS Screws ' Steel SDWH27400SS 11
i
ii., 1/4"x 3 1/2"Strong-Drive®SDS HEAVY-DUTY Double Barrier SDS25312 8
CONNECTOR Screws Coating i I
FM 1/4"x 31/2"Strong-Drive®SDS HEAVY-DUTY 1 Type 316 Stainless SDS25312SS 8
CONNECTOR Screws Steel
0.276"x 4"Strong-Drive®SDWH TIMBER-HEX HDG ?
rid . Hot-DipGalvanized SDWH27400G 13
Screws I
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V DCOTA DT
Printed March 21.2019 from https://www2.strongtie.com/webapps/screwsubstitutioncalculator/LedgerConnection.aspx 0 2015 Simpson Strong-Tie Company Inc.
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