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Plans (37) r7yi� oG,F y- � s w nt2a c4( pt t.i. j r/ 'LEGEND: Ntl MEN, ,, PLANT STREET TREES: 3 11 1'ac i fi c SW ROY ROGERS ROAD ss SANITARY SEWER Community 2" CAL. KATSURA TREE/ so STORM DRAIN ii CERCIDIPHYLLUM W WATER LINE Design JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. 12564 SW MainStreet [Tj 03941 9484 :._ 7`'•�. ",�u -- --<:;-/-,, 223 i; ==x iA ,__;-„, / '\� CATCH BASIN Tigard,OR 97 10.00 . ,, tom.,. - . 1 DATE: 5 w1zizow _ --- -_`LANDSCAPE TRACT �� ' - REVISIONS / `'`,, STREET LIGHT ---,--,-------\''r-- STRAW WATTLE PERIMETER ',.. ... .... ,\ t `"�., `�, a NO. DATE V!DESCRIPTION 7.50' ,...._ _ i - - OOH t y \ __, `? �i` �.l_-/ l- - fit'<� 4,_._ 1r�. -- -7 ; /- ., 11. / PUE �' �- � EROSION CONTROL ? \1 i A STREET SECTION, � .;- - 10.13' FD _ - .;, — - - ON- - ' -_,r.-___ __ - 0 CONSTRUCTION DOCUMENTS V 274.8__ 274.1 — — — ift- �.��� _� 21.T— i� —r = — — 01 2016 DEC4 �1rr tr L =F'-��-e-ca me.ai:-•��i+lPptliipp9CptltlpYGtl4 -'.-�'.= CITY11. �y S 1 274 — �,... OF -- SETBACK SUMMARY — — -- _272- BUILDING °R` c r ON _�.-- 13.81' --_ - LEGEND: ..."'`�� PLANT STREET TREES: SW ROY ROGERS ROAD SS SANITARY SEWER Pacific 2" CAL. KATSURA TREE/ i Community �a STORM DRAIN CERCIDIPHYLLUM Desitin WATER LINE JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. 12564 SW Man Street 0 MANHOLE Tigard, 97223 l i ,{ -..."=`-may`.•, [T 503-941-9484 10.00' t, ii- /i r a\ �.. '�'��;.�� € DATE: 12/12/2016 -TY --q= LANDSCAPE TRACT by r ;'l 1-' '‘ \k‘ STREET M CATCH B LIGHT - REVISIONS - — _ PERIMETER --L - 7.50' -"'-`-' '" - i " "�' - t-- ._-�. l i F - - l aNO. DATE DESCRIPTION ,= _ -� h „:,_ - vy, STRAW WATTLE PUEkt _ _ EROSION CONTROL ,_.--,--- -\'`-',;.- — -{,.- — — — Ift STREET SECTION, SEE 10.13'-- /__. - CONSTRUCTION DOCUMENTS 274.8- = �_ _ .. , __ 274.1 _. _ _ — w� -2e=: — 21.7'- — v. _tiff — - 274 j — _ S --- - 272 _ " .- ETBACK SUMMARY - --- NI r -- �13 81'. =V -- 70 — - - -- e ..... - 1 FRONT SETBACK: 12' �.. I 1 � ---- -----P - ---�ti'°� ---- Z .1 REAR SETBACK: 10' �for I � I I II r� XI 1195 j . .. ff I 13 II \.� __, I P COVERED PATIO: 5' 411 0 - . I' y _, I, 1 GARAGE SETBACK: 20' E =4.97 � UILDING: i PORCH SETBACK: 8' I - �� il �. toy d I II _ 6PLEX-E7A I ; v c13 194 I 1 e UFF=2R.78.1 i I 11 * FIRE CODE SIDE SETBACK: 3' ,o f TRACT I I 196 197 198 199 �i 200 TRACT J .ir N I I I I GFF=269.1 j ' I 'I 'I L- I N I -7 f I ' GARAGE 1o FRONT W—A , LOT COVERAGE:— i - r___ 10.- _ .1 � --- _ II I O _ I L_ 1 U LOT AREA: 1,778 SF 1 I 1 I I _I _ II I' RIVER WW _ _ fà.00' SIDEWALK ,„ ----- — _ _ _ — — — _ — 741±411111-11117i a _ _ _ _ _ �__ _ - BUILDING FOOTPRINT: 655 SFTERRACE __ _ _ � _a����,���������� �w���arr�����s�ir����► A��.����_. COVERED PORCH: 11 SF NORTHWEST 11269 2 � � \ '; A -'� -; r Ali, CANTILEVER LIVING SPACE: 19 SF O - is- 268 6 1 T, v I- - --- ' 2 COVERED PATIO: 0 SF co' w 1 _ �' WATER METER i V \ o' - ,4---1...-..-_ xr N \t%" - W - .__ - DECK AREA: 92 SF oCl,t ABANDONED STORM LATERAL - - �5 LOT 195 o -_ — ~ co - 1 I uJ OS TOTAL COVERAGE: 777 SF PLOT PLAN STORM LATERAL 32.00' 55 - - Icb, 43.7 % o [ - ._,\, tib IMPERVIOUS AREA: 1,036 SF 2 SANITARY LATERAL �� 0 _ + TERRACE v �__ SW BEACH PLUM TERRA E v i�. Is rt 0 , /_______ ,____,,, \ _ ..Z: , �jj °' 4 pproved by Pla Hing 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 02/1q� a ; 0 0 PROJECT NO.: 395-037 0. 2S1 W6TYPE: CONSTRUCTION N. Initials: ` E SCALE REVIEWED BY: PRE CO LOT 195 (R-12, ROW HOME) 10 0 c RIVER TERRACE NORTHWEST 0 Z 13414 SW BEACH PLUM TERRACE , INCH=20 FEET GONTRAGTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL SEAMS PER DESIGNERS PLAN CONC.STEPS GONG.STEPS GONG.STEPS CONC.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) Mb N M 4)USE CAUTION WHEN CUTTING MIMI FOR PLUMBING • _ _ _ _ - - S)PROVIDE PROPER SUPPORT AT ALL rTaiThi — i�iw iii.,�llIlii�i�iu asci—�i°.aili��llIl �l-%-=c--1mini.,ill Ilii��:i3ii�i—� ii.—II IIuii —i :s= �iill I�i�,ei:iii�ii� 1_, • SHEARWRLLS milII �; II 11 IIIIINTI ITH/515APLACIEM>ENTPLANONLY ' II Ill illil111111111 it ! Th(5layout fs to be used in conjunction with in Architectural/Structural plans.Verify all I� ill li shear wall blocking placement anG connectors. LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARIN LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL awout prior to any construction. 1E5/6NNOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA OF L/430 FLOOR LOAD/N6: 9-1/2 RFPI-20 0 1 5°O.G. M-1/2 RFPI-20 0 1 6°O.G. 9-1/2 RFPI-20 0 1 6°O.G. 9-1/2 RFPI-20®16° 9-1/2 RFPI-20 O.G. 0 1 6°OG . . 40psf LIVE LOAD • 9-t/2 RFPI-20®1 6°O.G. -{ 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE 5LEEP/N6 AREAS: Rt ? \ / R1 Rl Z9-1E-77 RI R, 3op5f LIVE LOAD q I'B'r I 1 r I 1 I J' i f I i m I� I i 1 11 it 1 �I II I -r - - A;' i; '! i f lriL 12p5f DEAD LOAD v ; I ; ! ! ; l l I I 11 ROOFLOAD/N6: I i I { I ! 1 e ! I i I I l 25 5f LIVE LOAD R I I I 121 p 1 - 3 I I I I I i i ! 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AL_J1 III - HD:9 H•Ra j1t._AL _ - -__ 122 I: 1.1 HDR2 R1L :IS I ...i I[___�_L- !Rt '1.1,..1,1. �.:_-�, _ - 11 _._.1 _ r R 'I el-1:.: ,_ - L • 3 1 I • H'122 II • 122 II I I II 33B9 1S 42 �5 85.. ],\ I i I l i :Ne �/') -ono I' II POST LOAD TRANSFER DETAIL CD NTS. 121 2 2 ®CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION I ••••°FOLLOWING MATERIAL LOT COVERS EITHER CONDITION••••• I ❑CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING PL 16-323(MAIN) (LOTS 1,s-200) REVISIONS NOTED REVISIONS AS SHOWN 170,6014 rH.15x Ad 6-7LE2 C-119)R-100 00 NON-CONFORMING-REVISE AND RESUBMIT DETAILS AND 1—JOIST INFORMATION . Hl.t.nM wadW Depth oeI ueLu TaLeWNON-CONFORMING-REVISE&RESUBMIT t.TEIVLRim 9/4 t.CC 47 TNS SHOP DRA'A'ING HSS BEE!J REVIEWED FOR GE!ERAL COI.SR'.NANCE THIS SHOP SENING HAS SEEN AEVIEWEO FDA GEN=RAL CONF0A1RILE 22 05050 1 9 1/2 4 SEA DESGN CONCEP7 qAY ARID ODES NOT RELIE'v'E TEE WITH THE OASIS CONCEPT DALY AND DOES NET RELIEVE TNA HDR+BIGBEAH 5 1/2 11 T/9 2.1E 1+ FABRFCATORNEMXM OF RESPONSBLITY FOR CONFORMANCE WITH DESIGN 11022 cascade DJ-2417-V4 9 1/2 10 1/2 22.2400 2 2e FABRICATOA/YENDO DF RESPONSIBILITY FOR CONFORLRNCE WITH THE LP6END: 2 1 2 44 DRAWINGS.SPECFIGAT OTS,AND PPP rAR E CODES,ALL O WHICH HAVE Paciff" umber x029 C42,445124F-V4 5 1/ 22.2400 2 PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINW ANO SPECIFICATIONS ALL OF WHICH HATE PRIORITY BI RNmem LVL + s sE 4 4 i5 �'\ RIgNLLem LVL 1 9/4 1.5E 4 2 9 MAIN FLOOR JOIST LAYOUT OVER THIS SHOP DRAWING. (-_-_>_.HANGER GALLOUT e3 RgldL22 LVL 1 9i= E 1e +0 +w 8Y David R Burnett Date 7/20/16 �J EEG BeA" 9 ' 'ze SCALE: 1/4°- t'-O° By: Arnold R.Solomon Date:JuiY 78.201@ ® es BIGBE9H 9 1/� 21e MILBRANDT ARCHITECTS CT ENGINEERING INC SUPPORTING POST B5 SIDEMAN 9 2.1E & COMPANY BT ED BEAM 5 :12 2+e T R U S S ® -POST LOAD ABOVE �, /2 �_^;9�>-� 9 9/4 Ss� a 16 ROSEBURG FRAMING SYSTEM`" 2EPFu lb 222 10515 5W ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 R -RIMBOARD 20 9/4 +< ++ .19 2RnH2o 1/2 14 LB -LVL BLOCKING 4 �M-A0 9/4 25 =_ quality engineered wood products for today's 17UIi:1@[^ PLAN: ENGLISH REVIVAL 6-FLEX E-T(A)K-7(A) (LOTS 195-200) .15 5/. 2 ;,, PACIFIC UMBER COPYRIGHT 2016 JB -JOIST BLOCKING T aril-An SIA 1/2 944 Theseplans and the designs are copyrighted under Federal Law byPacific Lumber RIGIDLAM-LVL RIGIDRI M CUSTOMER: POLYGON 4q nrri-90 9 9 Company 2016. J -JOIST CALLOUT D 9/ vz 5 12 T2 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ROSMIlle KUNST PROW= RWEBLE!CJ FOREST PRODUCTS PLAN DATED: //1 3/1 6 B -BEAM(FLUSH W/JOIST) A"-,,,,� company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly Prohibited.Unauthorized use or NI 1110 I 1950 -1rt9s DESIGNER: ICAM/L HENDER50N DATE: 7/14/16 HDR -HEADER(BEAM BELOW JOIST) 1/9 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include RF�' �OIST N5 w410 12 Penalties of up to 620,000 per work Infringed,ands 100,000 per work infringed willfully. 40P "b14 • -BEAM BY OTHERS FL 1 6-3 2 3 (MAIN) SHEET: 1 of 2 ©CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN ❑NON-CONFORMING-REVISE&RESUBMIT 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAPING HAS BEEN PRIDED FOR GENERAL CONFOAk4AfE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOA CDNFORiWW.E WITH THE DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES.ALL OF WHICH HAVEDESIGN FVVROC DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRWITH RITY THE 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS PRIORITY OVER THIS SHOP DRAWING OVER THIS SLOP pNWING. By David R Burnett Date 7/20/16 MILBRANDT ARCHITECTS By: Arnold R.Solomon Date:July II.2016 CT ENGINEERING INC STMT FRAMING HERE <START FRAMHG HERE S STMT FRAMHG HERE > <START FRAMING HERE S START IIID---3 0 .,0 OI� ��� 0 Q -M1 -'- L e• . t {tl A -s-y 'Y-T IIR�°� lam1- - _ II S -T a- - T- ��E�M� .=T� -11 1- Mt r _ L� .`--_ _ .d JII�' __i ce. - >J2s.,36.=aAFxa.T o=-p-... =3 o '_�._ ,8 F= 171 _ 11�'' -t- 4 i ir3' R A _ •8 -8 II 4 ral Ni g G ii • C E II F11 2- 1 c STn I12-�11 ��® • d, 2. .o �x 1 ,. {iLL trt + •D aLL 72-ti17 i( 1 �� ��� ! d e14 F74 - F74 a F14 i - - f03_ s _F71 4 0-11 . 0-11 �- FiT �t F03 'I, ; F11 .... fit Fii _ Eli .._.. __ F03 I_ a F03 0 F,0_3_ O3 4 Eli F11 Eli F11 r F03 ,� F03 " 1 1 '� Eli q \ ... F11 _. 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T - __ ��.� � F02 Irbil M7 Am E� lul pRMII O U O V U V U g 6 ran LL N LL O :5i O N O Q S 19 b I 1 I + Products JOIST WITH RIM PIAIID Length Product Plies Net 07 K1 37-00-00 1314X20 LVL 1 6 M1 37-00-00 1314 X20LVL 1 10 POLYGON M1 15-0000 13/4X20LVL 1 2 Mt 14-00-00 13/4%20 LVL 1 4 M23 14-0000 13/4X20 LVL 2 8 ENGLISH REVIVAL 6-PLEX E-7(A)&K-7(A) LOTS 195-200 I ALL BEAMS AND CONNECTORS PER ENGINEER I �� K1 12-0000 1.9/4 X 20 LVL 1 4 MGM El 11-00-00 1314X20 LVL 1 6 FLOOR I DATIINli.' M40 11-00.00 13/4x20 LVL z 4 PLt6-323 UPPER BK7=BLOCKING 40 LL K1 10-0000 13/4X20LVL 1 4 RM1=RIM BOARD iSDL & TRUSS COMPANY Mi 10-0000 1-3/4X20 LVL 1 8 7/14/2016 REFER TO STRUCTURAL PLAN FOR BM10O13/4%20 LVL 2 B ADDITIONAL POST TRANSFER M1l 7-0000R 0 13/4X 20 LVL 1 2 BLOCKING REQVIREMENTS. BM2I 5-0000 13/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN M4 5-0000 13/OX 20 LVL 2 24 I'�--'----'��—'1 NO 4-00-00 1-3/4%20 LVL 1 6 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I ��I—I`I—`�.i MI 4-0000 13/4X20 LVL 1 4 BM24 4-0600 13/4X 20 LVL 2 8 I� �— I RM1 3-0600 13/4 X20 LVL 1 3 HIT420 104 I FLOOR DESIGNED 1b MEET OR EXCEED L/480 DEFLECTION CRITERIA I RM1 2-0600 13/4X20LVL 1 23 SHEET 2 OF 2 RMI 1-00-00 13/4X20LVL I 8 1-3/4o20LVL BLOCKING 93' DO NOT: Loosen,remove HUC416 12 SCALE:3/16"=1'-0"on 24"x36"SHEET ,cut or notch O B any part of the open web joist. -CON'FOR IS TO OESIGN`CONCEPT _ 1=1 CONFORMS TO DESIGN CONCEPT -Y_.____ ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED n ❑ NON-CONFORMING-REVISE&RESUBMIT e ❑ NON CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN a Y- FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - E PRIORITY OVER THIS SHOP DRAWING. c Z DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY U OVER THIS SHOP DRAWING. 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