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Plans (36) 13(75-3 5& 121 47 S . � — OO/ / LEGEND: —ss SANITARY SEWER Pacific --s0 STORM DRAIN COmmum ity LII III ' —W WATER LINE DeSlgl� I ® • MANHOLE 12564 SW Main Street I I I I i -------4t ® Tigard,OR 97223 II CATCH BASIN RI 503-941-9484 N N- NN L i STREET LIGHT 98 99 REVISIONt2/7S5/20t5 260.5 261.9 (.--x----- DSTRAW WATTLE EROSION EROS ONN CONTROLRIMETER NO. DATE DESCRIPTION \lj. 50.0' I j / - T -/I( — — STREET SECTION, SEE f 1 ID CONSTRUCTION DOCUMENTS I 26.00' $� ` I II i _1 SETBACK SUMMARY I j / , FRONT SETBACK: 12' J 1 I 1 SIDE SETBACK: 5' 1 1 Ij I STREET SIDE SETBACK: 10' IT ; I ; REAR SETBACK: 15' 1 1 i I PORCH SETBACK: 8' TAX LOT: 3100 I ' Ni 1� I 5.00' GARAGE SETBACK: 20' 13 TAX MAP: 2S1 W06 o I , / ' 1 E eN 113 i Pi 112 o 4,551 SF 5.01' -:11 :--u - BUILDING: 5DR i ei i 1 FF= 263.35 i I , 1 c, 11 • GARAGE i 11 r— ,, LOT COVERAGE: I a1 I 1 1 0 I I , �' LOT AREA: 4,551 SF — __t _ I I POLYGON AT ' IPORCH - - --1 1 I __ J� L- - 1 BUILDING FOOTPRINT: 1,826 SF . I a — — — — — II I 6.00'_ — WEST RIVER 260.0 I(---...i7-90.:=15.42'— 20.00' ;I PUE _ J� COVERED PORCH: 54 SF _ —r -r-- TERRACE L. I 261.2 SIDEWALK . / CANTILEVER LIVING SPACE: 12 SF PLANT (1) STREET 50.0' % ;� ~ �� f COVERED PATIO: 0 SF O TREE: 2"CAL. I � iNIDTP o KATSURA TREE/ �— �_ I____ r4_ ( DECK AREA: ____ _ '1 0 SF 0. h CERCIDIPHYLLUM •�F` �=�=- ;��r�:�� ;������r' : " LOT 113 JAPONICA ������ TOTAL COVERAGE: 1,892 SF • I WATER METER . » ��. S - s SANITARY LATERAL PLOT PLAN 6 28.00' D STORM LATERAL i SW 174TH LOOP A 41.6 % 5U �' SD SD IMPERVIOUS AREA: 2,658 SF MI Are..Itirimed. "am o 3 POLYGON NORTHWEST (503) 221-1920 CITY G1= TIGARD 0 2S1 W6 Approved by PlaTingED O PROJECT NO.; 395-029 Date: L//�611le ('V TYPE; CONSTRUCTION LOT 113 (R-7, LARGE) SCALE REVIEWED BY: PRE Ts POLYGON AT WEST RIVER TERRACE Initials: L-S ,O O 13853 SW 174TH LP 1INCH=20 FEET Z f 4 PACIFIC WMBERCOPYRIGHT 21114 ROSEBt1RG FRAMING SYSTEM --,----.:—.-- gadfly engineered wood ,'4" i These plans and the designs are copyrighted under Federal Law b Pacific Lumber Go Tsar`'"„e„E The plans may not be re-used or copied in whole or part.without written permission from Pacific Lumber Z.`""" —fr..'Fr:. »� company,which uclafOfJOdOV$bufFJer i w 'II III �r� ams y copyrights to,and ownership of the plans.Use of these plans by any other - _ ,,...,.v , r�R nerA�,�w.TCR product supplier other than Pacific Lumber Company is strict prohibited Unauthorized use or RIGIDLAM LVL RIGIDRim- --- - 6eARmc AREA.'sucRs copying of these plans,infringes rights under the r ---------- / SEISM To POST ABOVE. Copyright Act.Infringes face liabilities that include QOSFBYIR rA¢oDaCTs lD6BaIAGf'OA6TFCOO[lC75. �� ' `� penalties of up to$20,000 per work infringed,and S 1 DO,000 per work Infringed willf Win x i.r."•:,.,. _ ' 11'41411; ��P1 rR • , `- L.- . RFPFJOIST '_ A , 2 1 (_IJ„,, e (4 9 fll R.4 1 S cONTCTOR NOTES% Ges'6N NOTeSe 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,.,.......,..,anw e 1 d” " (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP%BLOCKNE,PANELS MN BEARNE,MALL ABOVE POST LOAD TRANSFER DC'fALL MAIN FLOOR ;-.+xg 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NTS. H.T.S. SCALE:1/4'- 1,-0" `��a 4)USE CAUTION NOTED IHENTGUTTINGE) OF L/480 FOR PLUMBING FLOOR L0.4O/H6, 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD OLEE77fl5ISA P.4GEMENTPLANONLY 30psf LIVMS E LOAD 32psf VA OD START START This layout is/ tr used ur in erion with 1 2p5f DEAD LOAD I I Architectural/Structural plans.Verify all FRAMING FRAMING I I I I shear wall blocking placement and connectors feOOPL.OAD/N6 'PATIO HERE HERE 1 I -urchaser responsible for approving this 25psf LIVE LOAD - I I PATI01 ayout prior to any construction 1 9psf DEAD LOAD ....._. .__..- __.. .._..... ....Jy ..... ........ .._._..._ - ....... .._J1---. ._..__...... s _._._..._1 I ..-.- _._. _. f2i it .1t J' f1 — 15 J, ...F 51 - - ---.....-J,143 ,_-_,_---,�[ ... `I -.- 5' S ._ R 1 ii IIII O. — d5— — - _ ,-- — f3 -! 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R-11PORCH /MPORT,4N77 I I REFERENCE INSTALLATION GUIDE FOR ALL.FRAMING PL 14-92 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5D Mrk s Material Width Depth Grade Qty Gut Lth Tot Lth LEGEND: 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 6 1 6 /� 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 23 WHERE PLATE NAILING AT Z/ 'u liar ( H }--HANGER GALLOUT 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ISHEAR4VA�!ABOVE EXCEEDS ONE ZI R 1 056 Rim 1 9 1/2 1 O 1& 1 50 ROW,PROVIDE ACD'L BLOCKING OR w -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 1 3 1 2 1 55 !WIDER RIM MATERIAL AS REOD. & TRUSS COMPANY ® -POST LOAD ABOVE J2 1219.1-20 1 3/4 9 1/2 13 20 250 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 WRMS TO^ iGti o io' J4 RFPI-20 1 3/4 9 1/2 3 14 42 G COS L8 -LVL BLOCKING Z4=DRYS TO sfowh CONE-FEWITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 99035 (503)555-9663 J5 RFPI-20 1 3/4 9 1/2 13 30 390 I^ RvTS`vfK AS SHOWN PLAN DBSGRIPTIONMUMBER: 5D JD -JOIST BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 95 ®rONrewsm .sawn 0 NOS-CONFORMING-REVISE ANI RESOEKIT CUSTOMER: POLYGON J -JOIST GALLOUT JB2 BLKG 1.95 LVL 1 3/4 9 1/2 1.5E b 3 16 ,,,o ,T,m �.es :s wmo R cora%. B -BEAM(FLUSH w/JOIST) NcoNw.A„m:_R aRssow..n q='; -,E&BIM nv O tali Y E M°T M'�``�x`o"�"N'F PLAN DATED: 2/25/14 Accessories _ _ FFia1J.FO;VE BI>FIOCeBT u^Y BA c MUM ,E NOR -HEADER(BEAM BELOW JOIST) H 1 I'YHO 1 9 950-or-ITT 9.5 a :SSRI w.ur:w:Apo drt:.ru11c,7..u+mica PAYE ism,' DE516N3R: KAM/L NENGDR5r.ON DATE: 3/25/14 a.,, .AE,,,m"«m4 :fie-]f SO TuOM. C4:..k T...Oki VOW ALL[:IETSyx.. BOO-BEAM BY OTHERS F+u .R L ST roaa E.EMO ;.:seat M.204 G •.MILBUAND1 ARCHITECTS CT ENGINEERING INC' PL 1 4-9 2 (MAIN) SHEET: 1 of 1 11 POLYGON 5D P114-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE Products I PIotID Length Product Plies Net Qty RM1 _ RM1 48-00-00 1"x 14"APA Rim Board 1 1 t B t t RM1 40-00-00 1"x 14"APA Rim Board 1 1 � • '' RM1 38-00-00 1"x 14"APA Rim Board 1 1 ( RM1 12-00-00 1"x 14"APA Rim l Board 1 2 iiiii 't q RM1 8-00-00 1"x 14"APA Rim Board 1 1 Y RM1 4-00-00 1"x 14"APA Rim Board 2 t. ' 1"x14"APA Rim Board 1 RM1 2 00-00 CI EN 1 2 �' a �� �� �� �� ' BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL F_ i 1 ILL = LL I BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ,, '•• BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/ t 1 9 4x14 1 2 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L o M li BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � z L7; _� ,4--11BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 v Quo o BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® R � � ( BK1 9-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 s BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 ', * a , .1- v. BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 g qg BM12 17-00.00 3-1/2 X 14 BIG BEAM 1 1 o� � ,,_ � I BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 I $ a i BM6 7-00-00 3 1/2 X 14 BIG BEAM 1 1 o BM3 5-00-00 3-1/2 X 14 BIG BEAM 'i`� ---` BK = - r —IBMs' , • 7 BM11 4-00-00 BBO2 1 1 1jiuji; I =BLOCKING FLOORIf)ADINr kkl _ . . _ 15 DL x -s A N.- B N ' f d � ACCESSORIES QTY ill; i " a p ( , AQ U TH017140-2 26 A s ;uT £v I 1 0n-r'4 3 o q: b o c I I '� 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' LL LL — 11 i o m B -) I "' © HGUS412 1 g =.' f SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN fid' NI Q F REFER TO STRUCTURAL PLAN FOR ADDITIONAL m E POST TRANSFER BLOCKING ��K1r-- �� "� fr AND SHEAR BLOCKING REQUIREMENTS. L._ : - -- I� m -€1 ' I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I _� IRMtI m� IBMk. F 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' �` A WHERE PLATE NAILING AT tE -- """� ''SHEARW'ALL ABOVE EXCEEDS ONE _ IRON,PROVIDE ADD'L BLOCKING OR I I 1' WIDER RIM MATERIAL AS REQ'D. - CONFORMS TO 105101/CONCEPT JOIST WITH RIM 0 CONFORMS TO 13106 CONCEPT WIT', 60051000 AS SHOWN (24x36 SHEET) SCALE: 1/4" = 1' O" ®`""""""°°`"`"`°"'� ❑ NON-CNFOFMINS-P SEAOORSjBMIr 0 =VG" "r"' ICE SI fs Nilly+i:F 015 01:101 Re 00514. YFEE4.XEE ❑N0,14.8104.1.46n IS qua AIS r REV}i;111 0.H1 v 11 Pac� u tber ao"a."i..ra m v.w.ws .q F!CF E10 1:OF*id RE:B._I'1 Ric '441E01 1 F F Tic .wu,_:,„sa tl :f5 rti".0 cv. ASE 5.11111.100 A.1 C.1RC}Y1 11151010 �`m T^'S+w �iee-�uv.n.x wa ?.T9'F.E�U!'Tn{iRlC. :Y-1_TY}yr1,.'!}l v:IEYS:OIL. ;''.r-"1 n ...� 01.41 q: 104 R.Etta' 1111 Soo;ms.r to 2Ru & T R U S:S. COMPANY S. MILBBAN9r ABCNITECTS CT ENGINEERING INC 1 I POLYGON SD P114-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS t Products START FRAMING MERE > PlotID Length Product T RM1 Plies Net Qty RM1 48-00-00 1"x 14"APA Rim Board 1 1 PO I1 r ' RM1 40-00-00 1"x 14"APA Rim Board 1 1 �, •„ ! RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 k �~ R P t i r RM1 4-00-00 1"x 14"APA Rim Board 1 2 N _ T RM1 2-00-00 1 x 14"APA Rim Board 1 2 o „ BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam 1.8E 24F-V4 DF/DF) 1 L i c iT LT '= u P BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 i BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p p ' BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r- - BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM 'IMv7 777V>17 BM10 12-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 B oE3I , BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 t t 1 '` - BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 b R ': — _ BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t g 4 S 1 as F BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ` i RIe�I♦i BM12 17-00-00 3 1/2 X 14 BIG BEAM 1 1 `-) 2, 2 a" c s p g ICI �p mota $ BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 BM6 7-0000 3-1/2 X 14 BIG BEAM 1 1 l U -. BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 ti _IBMS1 I Or 2 BM11 4-00-00 BBO2 1 1 ill . -pp.- _ ' ,1111pT i _ _- II F ENC'-BLAOQNG FL0040 LL DING e I I Rnt1=RIM BOARD R 15 DL ( i ) d t ACCESSORIES QTY FF. r i I I I 0 TH017140-2 26 T: L7: T i,.2 t.:21 © ITT14 3 C: c �' i u:' ti i" ~ 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' x co -- LL(-; - 1- 1 o o- o c :ca © HGUS412 1 ESI E m qq ' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I i c s m REFER TO STRUCTURAL PLAN FOR ADDITIONAL a 6-0-1T4 M POST TRANSFER BLOCKING I G_ -4I C. V _ _ I m AND SHEAR BLOCKING REQUIREMENTS. _-==�c="_=_� I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. :e_'--15Ricf 1ll Ua=== 3R 'FLOOR DESIGNED TO MEET OR EXCEED LJ460 DEFLECTION CRITERIA' J —6��-! WHERE PLATE NAILING AT SHRVJALL ABOVE EXCEEDS ONE ROW,PROVIDE ADM_BLOCKING OR - I - � EA ,---..- WIDER RIM MATERIAL AS REO'D. i ID INFORMS TO 06119 CDNCEP JOIST WITH RIM ® :DNFORMS TO DESIGN CONCEPT WITH kFV:SIONS AS SHOWN (24x36 SHEET) SCALE: 1/4" = 1'-O" gwxw...�,",>2:x:x 0 NON-CONFORMIK-P nS_EANDRESUD.M7T MIS apt DMRIA w19 SEX!;-ra ren KNEW R 41 1.. '"'"mw F" C'M i'£MOM MWE2•Mi!tel-''aS 1x': E It Pacf� tuber 1'."'ii ww'"tea x,ea mn<.ex in911 M1{�FI€6: :tCY3t(1 nA CIIfM Mi='s Mi LSS.Faso.MACK. COV^533 k: .F kt.L.IE S 1 va" va-oxc. - ��yi�x,:w�i PE:'i'S SOY G..Af.MS. tD1T5K'Q�5i it.:F,k1��EfEeCE'S. I sr vv.F u..N F.ta C. s/rrys 9:: MN R.Erten :o.SKR!O r:9.241/ MILIRANDT ARCHITECTS CT ENGINEERING INC~ & T1%. P S COMPANY