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Plans (36) / 7,24./6 --oc 1'S 173L-(,z se✓l h-c 57`- „1.,(//-;c,/,\/„\\ I LEGEND: J I _ — I I— SS SANITARY SEWER Pacific —SD STORM DRAIN DesiComunity II , —W WATER LINE Design ?j 269.8 _ 267.0 • 12564 SW Main Street • MANHOLE Tigard,OR 97223 °. _ — _ _ / [T]503-941-9484 �....,..mbm�� . mo� ..4.��� _ _ _ ■ CATCH BASIN ,fit - 1›,.> ��i� DATE: 1/15/2016 i i ��I Ste- STREET LIGHT REVISIONS I/ I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION f'/' I. 42.53' & 1 I EROSION CONTROL iI I I -30.14'— — ; I I STREET SECTION, SEE I © CONSTRUCTION DOCUMENTS I � i II __ _1I I III I� � F I - - I —°— _ I /1 I I Li I I I ° II I r- ° 1 I I' f SETBACK SUMMARY }_ _ LI I I 1 LI I I I LI FRONT SETBACK: 12' L, %% I ' rl----F-- _ }, --� SIDE SETBACK: 5' ' 4 STREET SIDE SETBACK: 10' 9 I_ , 4,432 SF I 01 I I REAR SETBACK: 15' ' I� � I I PORCH SETBACK: 8' 93 to I I BUILDING: 3413.2AD I ; �� 95 I ' I FF= 285.0 I �I I I GARAGE SETBACK: 20' 't I BFF= 276.0 I I -t 4.00' I . 4.00' I o liii 76 Am I cy, 278 Ilp I ��II `IINII _ I� 280 _ I I I GARAGE i I� �II�lII LOT COVERAGE: o � Irk 282 BEIMIIIIIIIIMIM1111111111 min, IINII -�►i IMO" i 284 PROW _ ___ LOT AREA: 4,432 SF ....__ �:� — 1 --- --- LPORCH EMI I RIVER l , I IwAi` 6.00' I o o_ _ _ o 4--- -- BUILDING FOOTPRINT: 1,469 SF o ;!''�wu _ PUE -I I 20.00' i - I I �-- TERRACE .. �� — —A- — — — 13.10'- 14.05' —I - COVERED PORCH: 89 SF NORTHWEST N :4111416, , �wm_ SIDEWALK Ow CANTILEVER LIVING SPACE: 0 SF 3 , _ 1 41 I r 1 1 I/a, 283.5', ,p ' 1 / Pte ® `' �� /� , �� 281 6�� COVERED PATIO: 0 SF p ;� —im, ,A •_ _A Apr,d� o I j Al .4r4 \ ���"�����a.�@ ��a�.����r — :dam ,, DECK AREA: 208 SF /�- WATER METER LOT 94 o M -111 illM M =� M�1 M m 1:II _ / TOTAL COVERAGE: 1,766 SF PLOT PLAN PLANT (2) STREET . N TREE: 2"CAL. OS CI OS IS — SI 28.00' �� STORM LATERAL 39.8 % r \ KATSURA TREE/ o CERCIDIPHYLLUM w� 1 IMPERVIOUS AREA: 2,255 SF o JAPONICA s ��"' ss I 5 SANITARY LATERAL `�Ac 1 ss I SW AMELIA STREET o �i�r ri.y ' I iiii ' E ' Malf , . - , .,, r lr V .d /. �' X / : .. /1 / RIVER TERRACE NORTHWEST (503) 221 -1920 CITY TIGAR® 2 Q PROJECT NO.. 395-037 2S1W6 Approved by arming //)yyy I/ TYPE: CONSTRUCTION Date: ! 0j /s MQ SCALE REVIEWED BY: PRE N LOT 94 (R-7, MEDIUM) 10 0 RIVER TERRACE NORTHWEST Initials: ZS O 1 INCH=20 FEET Z 17342 SW AMELIA STREET ROSEBURG FRAMING SYSTEM'" F. PACIFIC LUMBER COPYRIGHT 2[114 quality engineered wood products for today's builder- °w.�„ :_':('1" `'�"E IP These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �i� Company,which retains copyrights to,and ownership of the plans.use of these plans by any other RIGIDLAPA LVL RIGIDRIM- SOLID e�ocK n�� o.-.����a 4111 rows sRo"nBovE a"b1,-,.;m,. ro BEnw„B eE�orv. :=.7' ,pw,,,,,,,, n�srnuwuns«B�occs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or �avkaroaEsr crtovvcrs ROSEBURG FOREST PROW= ''�; -,-�,;, _ •• ,,,,,,,, `III rEEx vern�,e.hnrc« copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include G / Brnou rovosrnsovE. penalties of up to 520,000 per worK Infringed,and$100,000 per worK Infringed willfully. 01,1 IP i40PNRFPI-Jo in >aCFOREST >s , ,„ � ' .IIIi CONTRACTOR NOTES: 0E5/6N NOTES: 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS "`" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ``5=•�•' _ «—ry (UNLESS NOTED OTHERWISE) .a,�..�,v..,A.;Poe,.�M. EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOGKMa PANEL5 WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 nrs. nTs. 41 USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS 5LEEPIN6 AREAS: THIS l5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 5 16"0.G. 9-1/2 RFPI-20 5 16"O.G. Architectural/Structural plans.Verify all START shear wall blocking placement and connectors. ROOPLOAD/N6: START Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING layout prior to any construction. 1 Tpsf DEAD LOAD HERE \ PATIO 1 - 1 PATIO / HERE 11 ILS - 4 [ �1 L I ` --; Irli E-� .�� : I' I Z CONFORMS TO DESIGN CONCEPT I I li ❑ CONFORMS TO DESIGN CONCEPT WITH j l ! 1 REVISIONS AS SHOWN i •__.. !. .g._._ __,._r.1_:1 II—,.-..8.-IL--- : - 9:=, : —1 ❑ NON-CONFORMING-REVISE AND RESUBMIT ! ! I I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 J1 J11 .-1 J1 J1 J'1 J1 J1 J1 1 1 J1 1 J1 I J1 J1 11 JI J1 J1 11 J1 ..1 J1 Jp J1 1 _1 _1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE RI I - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ! OVER THIS SHOP DRAWING. 1 i ! I. R 1 R 1I ! ! By: Arnold R. Solomon Date: December 4, 2015 J2 .2 12 Jz J2 z Jz 2 Jz 2 Jz_z JR Jz 12 ICT ENGINEERING INC i' ®roNFORMSro DESIGN CONCEPT *`a J r .gJ � — - . . . J a „ _. J z 'eas JB. t-- T e ==.04:7IGN CONCEPT WI. er7 4ul . a * .a - J92 --_- --'- By b MILBReANDI ARCHITECTS _ i I 4 -1. ii 1 1 11. j II -' E .1821, _._i. ._ _._._._ I l 1 I I I IMPORTANT/ 1 I REFERENCE INSTALLATION PORGH I I PORGH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION LEGEND: FL 1 5-403 (Basement Floor) Pas umber POLYGON 3413.2 ABD BASEMENT WITH JOISTS 0..... --� Mrk• Material Width Depth Grade Gty Gut Lth Tot Lth 1-” ( H?.. HANGER GALLOUT ®/ J1 RFPI-20 1 3/4 4 1/2 15 24 360 }• COMPANY -SUPPORTING POST J2 RPM-20 1 3/4 4 1/2 4 34 306 BASEMENT FLOOR JOIST LAYOUT & TRUSS -POST LOAD ABOVE 13 RPM-20 1 3/4 4 1/2 1 22 22 SCALE: 1/4"- 1'-0" R -RIMBOARC) J4 RP9-20 1 9/4 4 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)35E-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4 PLAN DESCRIPTION/NUMBER:3413.2 ABD BASEMENT WITH JOISTS JB -JOIST BLOGKING J6 RFPI-20 1 9/4 4 1/2 2 2 4 R1 056RIm 1 4 1/2 5 16 BO CUSTOMER: POLYGON J -JOIST GALLOUT 181 BLKG RFPI-20 1 3/4 4 1/2 26 3 16 PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) J132 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 26 3 16 DESIGNER: KAMIL.HENDERSON DATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) BBC-BEAM BY OTHERS AH 1 THO 119 30-or-ITT4.5 4 FL 1 5-403 E3 FLOOR T SHEET: 1 of 3 ROSEBURG FRAMING SYSTEM" . -• PACIFIC LUMBER COPYRIGHT 21114 qualify engineered wood products for todav'sbuilder" .,.":war,.w""'�" „�, +", These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. . The plans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber "'" �II II Oi comany,whih retains copyrights to,and ownershiof the plans.use of tese plans by any other RIGI DLAM_LV L RIGI DRI M” w��e�ocK Au / m.",�,+,„„ , �xsr+.���zo.,e«e�occs product supplier other than Pacific Lumber company Is strictly prohibited.Unauthorized use or ROMA/Re FOREST PROOVC13 PO.I:MR'°FORESTPROOVCFS ,IV ' ----- Am enLons AaeAoreooc<s copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities bikes that include �� > `� / sri.orvrorosrrsove. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �Il0li '' RFPI Jo ST tir sa",r , 1 ' CONTRACTOR NOTES: PES/GN NOTE e+.+...« 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,,ter.,.,"H.,+. "="ry MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN EXCEED THE EOMEET OR L VE LOAD 2.,"+k„�,„,-.; a°y==w" =�-. (UNLESS NOTED OTHERWISE) SCALE: 1/4"- ,'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPratoccsG PANELS NTH etuess NALLA30VE POST LOAD TRANSFER DETAIL - OFL/480 (UNLESS NOTED OTHERWISE) HTS. Hr.s. 4)USE CAUTION WHEN GUTTING • FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD12psf DEAD LOAD SHEARWALLS START START SLEEP/NG AREAS: FRAMING THIS l5 A PLACEMENT PLAN ONLY 30psf LIVE LOAD FRAMING This THIS is to be used in conjunction with 12psf DEAD LOAD HERE ------- / HERE Architectural/Structural plans.Verify all (DOUBLE) 1 1-1/5 RFPI-20 @ 1 9.2"O.G. (DOUBLE) 1 1-7/8 RFPI-20 5 1 9.2"O.G. shear wall blocking placement and connectors, ROOFLOAD/NG: SEE SHEATHING NAILING ATTACHMENT NOTEIIIII / SEE SHEATHING NAILING ATTACHMENT NOTEIIIII Purchaser responsible for approving this 25psf LIVE LOAD 1 2• 11 2° layout prior to any construction. 1/psf DEAD LOAD .B4 ..-, _ _ _ 54 I _..._i _._-k - ---I, 1..�-- -r= 'J - it II 1 i-1 ii ; _i'-__-ifl -- i I - �ri.._. --- - I-,: - __I= We' l l J �1� I �li 1 II •! I I] it 11 ill 11 ! jl ® CONFORMS TO DESIGN CONCEPT u1 i 1 1 I1 11 it 11 1 11❑ CONFORMS TO DESIGN CONCEPT WITH 'I IliI 1 REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT ii. - 1 3 J3 g -,J �S: g :: 1:: :. J: t ii,: J: J a 3 - - c 1 3 _ 13 AS �= J'3 J3 J= J3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R.1 III P1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I,• DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I 1i OVER THIS SHOP DRAWING. jl 1 i ij By: Arnold R. Solomon Date: December 4, 2015 CT ENGINEERING INC • H 1 III - _-1. . __ _ I 'L l --J---_ 1. II_-II... N.--mm—.—, II L Il__a u_ L_._a I I I aIL � I II.___I II I II_ :' R1 - Tr ii[ ®I -5 45 _5 .! .. JI5 -5 JS k: L----j--.=---' _. —. I it R1Sy _ R1 I Aeab Date s 9 - MILBRANDT ARCHITECTS •...1, J2 IL.E J�2 J:: fZ, 33 I� ._ 1:.... I�1�111 INI�I_--RIP-_. -+ is:57 _—ii1a1 1MIMIk �l War 11$67`J51 !I J1 J1 ' J" .4.12 J' J2 • . ,113'II, c 1j l: I ' 1 I (- 1 c=1II ,,v, 1 PORGH { - PORCH IMPORTANT./ I REFERENCE INSTALLATION 11-1/8 RFPI-20 5 1 9.2"O.G.-1 I—1 1-1/8 RFPI-20 5 1 9.2"ac.-- GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-403(MAIN) LEGEND: POLYGON 341e2ADO Bade OW WITH tLth T Pacifi4umber Mrk• MeterNl rildth Depth brede Qty GutLth Tot Lth Filler blocking is not structurally rec{uired provided bothHa--HANGER GALLOUT J1 RFPI-203/4 1 ve3 b ibI-Joists are continuously laterally supported by J2 RFPI-20 3/4 1 1/8 6 1a ea connection to the sheathing at the top flange.In ® J3 RFPI-20 3/4 1 1/8 44 20 880addition,the oint in the sheathin shall be ositioned & TRUSCOMPANY -SUPPORTING POST J4 RFPI-20 3/4 1 1/8 a 2 a j g p -POST LOAD ABOVE Js RFPI-20 3/4 1 1/8 13 a s2 over the nsferr et one s the two pop flanges to assure ® R1 055 Rim 1 1/8 9 16 144 / / shear transfer between sheathing panels. R -RIMBOARD B1 -MC NEAM 5 1/2 1 1/8 2.1E 6 6 / - 5930 JEAN ROAD LAKE OSWEGO,OREGON 97O55 (505)558-9663 B2 BIG BEAM 5 1/2 1 1/8 2.1E 16 16 .., LB -LVL BLOCKING 53 BIG BEAM s 1/2 1 va 2.1E 14 14 „< 2.1mw mile- ,Im- 3-1r: PLAN DESCRIPTION/NUMBER:3413.2 ABO BASEMENT WITH JOISTS JB -JOIST BLOCKING 54 1914idLam LVL 1 5/4 1 1/5 1.5E 20 20 NO ems, m, M�" Mu as as m" m- M,,, CUSTOMER: POLYGON 55 RIgidLam LVL 1 3/4 1 1/8 1.5E 14 14 J -JOIST GALLOUT 5$ RlgidLam LVL 1 3/4 1 1/5 1.5E 4 4 DBL I-JOIST WITHOUT FILLER GONSTRUGTION PLAN DATED: 11/23/15 J31 SLK&1.15 LVL I 3/4 1 1/5 1.5E 28 3 84 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Acceeseriea t.,,, DESIGNER: KAM/L HENDER50N DATE: 11/21/15 H1 MIT411.88 21 BBO-BEAM BY OTHERS H2 MIr 1 1.88-or-ITT 1 1.88 26 FL 1 5-405 MAIN SHEET:2 Of 3 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 A(NEW) PL15-396 UPPER 11/27/2015 MOVE JOISTS +1- 411 TO AVOID PLUMBING Products 4 4 PlotID Length Product Plies Net Qty 4 9 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 1-1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1I RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT RM1 8-00-00 1"x 14"APA Rim Board 1 1 ElCONFORMS TO DESIGN CONCEPT WITH HVAC RUN CI b o �'' RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS 111 �rll RM1 3-00-00 1"x 14"APA Rim Board 1 2 El NON-CONFORMING SHOWN-REVISE AND RESUBMIT BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEBM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE II BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY III OVER THIS SHOP DRAWING. ,. o o "o _ BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 " '� BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R.Solomon Date: December 3, 2015 :c g CT ENGINEERING INC "'ll BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMSToDESINNCONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° N ®®I BM2 21-00-00 7 X 18 BIG BEAM 1 1 ❑ wCONFORMING-REVISE&RESUBMIT BM3 21-00-00 BBO1 1 1 BM1 115100010000 5 00-00 5-1/2 X 14 BIG BEAM 1 1 MILB MDT ARCHITECTS ••. _�_ :M1. _, _,_ (�>t�i, IrIM + I MkVI - J.M. WWI. , �...—!!! 1!l!ii ! 0 HVAC RUN 1x14 OSB RIM FORSHEAR BLOCKING 25 II 1{ I i) BK1=BLOCKING FLOOR LOADING O o O IO 0 0 0 O ,c, (I l RM1=RIM BOARD 40 LL 10 LL LL LL LL LL LL u LL LL LL ,,, 1011 = is T II 1 RM1 LL II LL IIS I I_ REFER TO STRUCTURAL PLAN FOR ADDITIONAL �- POST TRANSFER BLOCKING I la") AND SHEAR BLOCKING REQUIREMENTS. j— SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 ,1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I II I ! II I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ! - O :-0-, 1M l` � = j!l1T iBM61 —BM3f ® 7BM6I _ 4' 6-08-00 4 0 B 141I/ I�� II/ III .u...-........ '1 .._.4•1' ...--.41. Pacifiumber 4 4 ��• START FRAMING HERE & TRUSS , COMPANY DO NOT: Loosen, remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET SHEET 2 OF 2 0 m CO r- 13 P c...3 )=. Cao "G > zQ °mmm Aw C) r r6 > Dec cQ — u XmO y ti M z 49'-O zD < z 6'-0' -0" 3 m a r 41 '-0' O 0 CD 42-0" N r1o 0 C n � 3 ao m a M II M C. - 4 N E1 .16 midi C < C C N v, cn cn m �1 m0 0 0 � o ti; IN w z z z y Ea a w N w m a) a rillil w _ 12f/.' tsA \ tali ► O v m0Mv CO D :1: I. .. Q z‹-nZ p—TOw � �mxicn0'noc-1,,mi-n 101 M p �A 7J 77 H, lit l cnw ■ • ✓i o cmilk12 \tel r ._ a • ;C ■ D1 , Cl . '_ P 11'4112" tin I 40'x" ® 12.6112" 1 YM p f 1 40'-2' `6.. — p<1 CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT WITH rs 3 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 0' 3 REVISIONS NOTED x CT cNn NON-CONFORMING- REVISE AND RESUBMIT NON CONFORMING-REVISE&RESUBMIT P 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 o-IC Mlle FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE m DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. • �' �" By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC