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Plans (89) Y`C\c 1 - 3 n-5 1 u_ c i3O s,\ci, Ckck. _S--k-• LEGEND: 3 �"i��� – ss SANITARY SEWER f Pacific _ 1 ; ,— - I F SD- - STORM DRAIN Community I IJ 1 1 , u I _ ._, O1 C: pit --._ L I L Irni I I —w WATER LINE Desi at i__ 12564 SW Main Street i t u MANHOLE Tigard,OR 97223 332.4 - r [T]503-941-9484 i 329 7 CATCH BASIN __------fir �' 50.0 i' i' DATE: 7/7/2017 - — — --- - _ -^'�--^�' REVISIONS __,_ ,- �� � -�� ".)- - i �'; - NO. DATE DESCRIPTION /2/2/__-----' 325 STREET LIGHT 129.00'— _ 1,I STRAW WATTLE PERIMETER EROSION CONTROL / ,/ 37.00'1,rr I 04p. FLOW DIRECTION ARROW i I I0 STREET SECTION, SEE ' i CONSTRUCTION DOCUMENTS /1 L. 79 %` 1 i SETBACK SUMMARY 1;1 ( 5,000 SF I FRONT SETBACK: 12' b' SIDE SETBACK: 3' II 80 o BUILDING: 3A:r o % 78 STREET SIDE SETBACK: 8' °' FF=329.21 (i _ ' / ' ,' = FRONT GARAGE SETBACK: 20' E rf l f,•' I ((NI i i; FRONT PORCH SETBACK: 8' 4, `•" , i' (/ REAR SETBACK: 15' N I; 5.00' I Ji — � 8.00' frr ;` I I I' REAR COVERED PATIO SETBACK: 10' GARAGE �. `1 I. I `� I I I- P HI — — LOT COVERAGE: fit:, �- J-_—121 I i I I L I- __Li Z I ._J�J __._� -I V I__ N. RIVER w I 6.00' I - _:r. N ljJ I/ = PUE, TYP. 0 0l i`' j /r %' I LOT AREA: 5,000 SF TERRACE N — `_._._'_ 20.00' 17.00' / / /'° 'r El] _ i 1 — — 18.00' — — - — — / — — ` BUILDING FOOTPRINT: 1,585 SF ri — - - -327.2- - - 325.2 EAST 1) _ _ _ i f f l{ /r/iv, / x ~ _' �_. �T 50.0' — COVERED PORCH: 45 SF ,_ / ,,,iv,i , / , , „, r /� ,, . y , 1 u-} - / „// v f = / 4�^ j o o COVERED REAR PATIO: 0 SF ; `� / 1/, 0. / �� Y j, \I CANTILEVER LIVING SPACE: 16 SF c -- s - WATER METER ss r \ __ 79 ' DECK AREA: 0 SF N sly Si, STORM LATERAL ''``- \_ , !' PLOT PLAN j 1 t �f _ J u, (1) YELLOWWOOD / 1 I I "' CLADRASTIS KENTUCKIA 1 SANITARY LATERAL j TOTAL COVERAGE: 1,646 SF 0_ ` ' SW SNOWDALE ISTREET 1 32.9 % d 1 w 4 ''a,/ —_,,1 f f. lss rst- ' :. =�4 .' IMPERVIOUS AREA: 2,352 SF `^ O — 1 01---- -i -- , , 4 57 U v O 0) 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD a 251W6 Approved byPlanning PROJECT NO.: 395-041 CONSTRUCT SCALE REVIEWED BY: PRE LOT 79 (R-7, STANDARD) Date: ����� �� 10 20 M RIVER TERRACE EAST Initials: a 1 INCH=20 FEET 16859 SW SNOWDALE STREET Z POLYGON 3A PL14-118 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty k 5-00-12 1, RM1 RM1 43-00-00 1"x 14"APA Rim Board 1 1 iii. . RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 ,11 . '1"® RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 41110N BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 `' "- BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 �i I-05-'3 L1 N-o -0c / BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 L_1_>s ism._ -- - _d ,irK1 _ a_J 2 __I_I BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 r,- . --7A-5_07--o--v--r- �- A Tr 1II � g ia IBMB� — RM1 BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I B BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 u BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 co BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 ii it RM1 - BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 Ir I y BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 2` n I n BM6 6-00- 00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 9 II FLOOR LOADINC` ' 1 II AO HT1-0 1 8x1=BLOCKING 40 LL 2 K1 - II s 2_ RM1=RIM BOARD 15 DL r- • - BM3 II II q�-0e ' _ '' " ACCESSORIES QTY I j �� 0 TH017140-2 53 • , © HUC412 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' I I" r HU612 1 a-03-07 — /D7 CO LII K1 I IBM71 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN II III I 0 _ -_ --BEi BM1 L - K1 II I - REFER TO STRUCTURAL PLAN FOR ADDITIONAL - - d€ --. =x = Bllm POST TRANSFER BLOCKING RMI I _ C3111-05-' `U.I , b - AND SHEAR BLOCKING REQUIREMENTS. RIMaB�ocwNc HS AREA I____,,, IBMS! - I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 11-04-00 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS REQ'D. SII-/ ..-/ I (24x36 SHEET) SCALE: 1/4" = 1'-0" ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT - ❑CON om rorcnmNCEP,wITN ❑ NON-CONFORMING-REVISE AND RESUBMIT MIS SNF 10110 4,1 BEEN 45115151 FOR GENERAL CONFD4NIACE 0 FI N HE DESIGN CONCEPT ONLY AND DDS to RELIEVE THE DES'Gi GAnING A OF AES SIT ACTOR FOR CONFOAYA141 AIN TME Pacifi umber DESIGN S SHOG6 AND SPE'FILA ACTO 411.OF VERIFY HALE PRIORITY ' . OVER MIS SM,P DPAIYING CONTRACTOR SMALL VERIFY ALL DIME!BIONS ERN1Y1 Date nvS By. Tadd B,Eaton Data:SBDteINer IS,2114 COMPANY By MILBR�A�NDT ARCHITECTS CT ENGINEERING INC & TR U S S