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Plans (77) l 9-/o2- ¶/L9 czf�rclz LEGEND: -. _ - .,� ... - ss Pacific SANITARY SEWER s ? ©il]311U1],m ; • —S� STORM DRAIN r TRACT D —w WATER LINED s 1 2i� _ © • MANHOLE 12564 sw Mit Skeet rid.oR 47223 _ _ 1 CATCH BASIN [TI so3 441-4484 — — -- r — —_--• — 1403--- — — DATE: 11,1a,m1S 443.2 ` 441.2 - STREET LIGHT I REVISIONS f STRAW WATTLE PERIMETER 1 N°. DATE DEscwrrwN 23:23' I I EROSION CONTROL r- —\--•_- —1 36.46' 1 RECEIVE!) t I FEB 92016 SETBACK SUMMARY 1%6 --- II I I id-- -----17. -; I I r �- FRONT SETBACK: 20 " u � � DON F L____ \ _- SIDE SETBACK: 5' BUIL � rI � I STREET SIDE SETBACK: 15' 1 5.00' --0-- F REAR SETBACK: 15' I TRACT J I i 52 II 5.00 51 6,540 SF II i I 0 BUILDING: 5019.5DRD �� FF=456.01 F f t GARAGE I 1 44o~ LOT COVERAGE: III cv > >•3 1"11.1111111--„,-�” I1111111N11111111111111111.11111111.1111111111��L 446 i 1 LOT AREA: 6,540 SF z -- \ _ _ ---J I_, _, map.. _-_ ___47: i� POLYGON AT ccl la° — BUILDING FOOTPRINT: 2,347 SF BULL I44116, --- LU I f 22.79' 20.29'i 24'29' I 452.66 00' COVERED PORCH: SF MOUNTAIN I IICA 1LIl� ' 4"--14 - 1,,,,_ I II. 1111. CANTILEVER LIVING SPACE: 156 SF csi • DECK AREA: Z76 SF 455.4 \>/Li►_�., t. Jr. .� ! i�t�!is Miii \'''k1a1 l, / / TOTAL COVERAGE: 2,835 SF LOT 52 o M \ 1. M M - ITS 1 WATER METER ' >�A 43.3 % PLOT PLAN o - iii PLANT(2)STREET22 IMPERVIOUS AREA: 3,012 SF SD " • i' `D TREE: 2"CAL. SW SEINE DRIVE STORM LATERAL • GOLDENRAIN TREE / SW SEINE COURT TRA( Y.. I SS SANITARY LATERAL s KOELREUTERIA �--so PANICULATA T g ! i :11; � CITY OF TICAiD H Approved by Planning 2POLYGON NORTHWEST (5013) 22'1-1920 C Q Date: . �,-�� 2S1WV n PROJETNO.: 395.031 1 I t I I S• TYPE: CONSTRUCTION LOT 52 (R-4.5, LARGE)tis SCALE o 0. REVIEWED BY: P POLYGON AT BULL MOUNTAIN Z /5-% SW SEINE DR 1INCH=20 FEET PACIFIC WMBER COPYRIGHT 2015 RC?SEBURG FRAMING SYSTEM" ti These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. QT BVtOff?$Blwo od products fortodav builder'" The plans may not be re-used or copied,in whole or part,without,writtenof permission from Pacificother Lumber RIGID�.AM_ a '� I© � Company.which retains copyrights to,and ownership of the plans.use of these plans by any other 1117 tY! IVI- product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include iL75tttare rotten'P'FOD{)L'1S penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. 40 RFPI J NOSIEBNIG FOREST ST START START CONneAGrOR NOTES: PESO6N mores, FRAMING FRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ // HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 16"O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING FLOOR LOAFING. PATIO PATIO FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD R1 R1 I SHEARWALLS 12psf DEAD LOAD straviis JR 1 ... _ _ IR 1 3O DEAD OA: TH/5/5 A PLACEMENT PLAN ONLY: ps LE L AD This layout is to be used in conjunction with 2 s Architectural/Structural plans.Verify all D F 1 R1 shear wall blocking placement and connectors. ROOPLOAP/N6r - 'urchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 11psf DEAD LOAD 01 m -AL2 J2 ry r • J2 J2 - vMR h • R1 R1 «�+ w Jit J1 �1BZ -_.— — — —` — — J1 RECEIVEP .�.a...a�.-�. `°"...:;v... _.:.T — — — J1 J3 .IC, . JB4• J3 J3 J9 J3 JS J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J9 J3 J3 J3 ;.p �� 2p�� �- JB J3 J3 J3 J3 J3 J3 J3 J3 JS J3 J3 J3 JB J3 J3 J3 J3 J3 JS J3 J3 J3 J3 J3 13 J,yr f v ry,. � ll�\ Kft 1 j - w- _ _ 1 .Y-.. CFFrBLOLKMG PANELS BCH BEARING WALL ABOVE N.T.s. . . : . 1 8, . 11 +�?::: • : .. JB I J i ,Ir r.,=,.....t,I 44 IIICMARIN.AREA OF BLOCKS wro.EA„BOVE � Rit PETAL Id MATC.I r POST LOAD TRANSFER DETAIL KT.h. I I PORCH PORCH I I I I El CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH IMPORTANT! REVISIONS AS SHOWN REFERENCE INSTALLATION PL 1 5-4 1 0(Basement Floor) 0 NON-CONFORMING-REVISE AND RESUBMIT GUIDE FOR ALL FRAMING POLYGON 11D(BASEMENT WITH JOISTS) DETAILS ANA I-.JOIST INFORMATION u THIS SHOT DRAWING HAS BEEN REVIEWED FOR GENERAL COW-ORANGE Mrk• Material PRIM Depth Grade Qty Gut Lth Tot Lth WITH THE DESIGN CONCEPT ONLY kill DOES NOT RELIEVE THE 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 6 FABRICATOR VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DO cni 000nnnounco onn •• LEGEND: 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 DESIGN IS SHOP AND NG.SPECIFICATIONS ALL OF WHICH HAVE PRIORITY U am � 0.-- ��—H�� 1131 BLKG 1.-15 LVL 1 3/4 9 1/2 1.5E 25 3 15 OVER THIS�HDF C:.A.IYING. "xber ( H )—-HANGER CALLOUT JB2 BLKG RFPI-20 1 3/4 9 1/2 13 3 39 �/ J1 REM-20 1 3/4 9 1/2 2 22 44 BY: M� 082e I2/I0/20I5 Z -SUPPORTING POST J2 RFPI-2O 1 3/4 9 1/2 2 14 26 CT ENGINEERING INC ,.L & TRUSS COMPANY ® M l3+ANDI ARCHITECTS -POST LOAD ABOVE J3 RFPI-20 1 3/4 1 1/2 24 26 624 R -RIMBOARD R1 055 Rim 1 9 1/2 3 16 43 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)358-9663 L5 -LVL BLOCKING Acceeeorlee PLAN DESCRIPTION/NUMBER: 14D(BASEMENT WITH JOISTS) .J -JOIST BLOCKING H1 I ITT 9.5 4 CUSTOMER: POLYGON J -JOIST CALLOUT BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 11/50/15 8 -BEAM(FLUSH w/JOIST) SCALE 1/4”- 1'-0" DESIGNER: ACAM/L.HENDERSON DATE 12/3/15 HDR -HEADER(BEAM BELOW JOIST) 550-BEAM BY OTHERS PL 1 5-4 1 0 BASEMENT SHEET: 1 of 5 CONTRACTOR NOTA PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FINSYSTEM" 1)VERIFY ALL FRAMING CONDITIONS Theseplans and the designs are quality engineered wood products forlodav's builder- 2)ALL FOOTINGS PER DESIGNER'S PLAN g copyrighted under Federal Law by Pacific Lumber Company 2014. (UNLESS NOTED OTHERWISE) The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _■ �y • Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM ■V L RIGI©RI w - 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �1 IY/ i. ail V I1f1 (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include Aalxstagxa Mater rMOW= arASEef/7fGoaEBrPpODliCTs 4)USE CAUTION WHEN CUTTING penalties of up to 420,000 per work Infringed,and$100,000 per work infringed willfully. FOR PLUMBING RFPI-I-IF Join 5)PROVIDE PROPER SUPPORT AT ALL (-j SHEARWALLS ar:naxs roglarare»ticrs 7•111515 A PLACEMENT PLAN ONLY DE5/6N This layout is to be used in conjunction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all DESIGNED TO MEET OR shear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD Purchaser responsible for approving this SCALE: 1/4"- 1'-Of DEFLECTION CRITERIA START ayout prior to any construction. START DF L/450 FRAMING 3'-31/4' DECK 3'-31/4" FRAMING FLOOR LOADIAW: HERE \ DECK , p f DEAD LOAD \ R1 __ (.2)55 I / / HERE 4Ops LIVE LOAD r- -'-1 r .- - .. 41.-.- .. -` 11 ... _. y.. 33LEGP/sf LIVE LOAD R 1 .:JS r` � :::. :: -r. - 'or • 1 1 2psf DEAD LOAD IRIK • _ N 11-. ROOPLIVE LOAn - rn 25psf LIVE LOAD R. 9.::: O N 0 .... ... •.11::. .. mi-. - - 1} ....... .... r.J 1 7Psf DEAD LOAD 15 N .41 ... ,. i :p zz Y :s _. 11z:: _ 17. l'-',5': __ Jr _ _ ryg ;=-J5 ! JS o-. z ® W = ® ... .. Jt-.-: ... ... .. 1r ._ _ ...y rJS .., Pi x O <r r:: 11:: ... - _. e: 11 -- -:d5 J,- .. ._ J1 .. .. - w F D ii ... _ 4}.. x ..... ._ .}1 ..._ T::,.15 . I -., 24.._. •-, _. 11 _. O '4 Z ... .. 1r - 24- �I i ...�,.. N. Z y r I ._ .. 1,::. ::. 1111 .. ._ J1 1„.5..151-_,, �E / ,ate.. 11,1 1/2 1f J jI Jt 11 1 1/2 \ / III .-.R1 m z ; m R1 __ I�' ;i :Br p -I p 1:1.... ==.7:17.=.*": �Y:'.° U _ • ... ;it, ^'- J} 51 15 .=81- R.1._.. N m _. .::: 15 R1 RPM-BLOLKM6 PANELS YU(X 9EARN6 WALL ABOVE ® 'R 1 H3 J5::::: ....... __.. J1 ....... .._ IS 1}... H3 .... N.Ts. N B1 -- __ - }} I _ s: J 1 "t5 1 R 1 , 0 nt c_ I _.__ ._. 82 -- -t -_ II u_- ._ —f - _ g ..._ 52 _. ii- co [ q r II 12' _. - :::: _. J2 _ -. .. -- _8'-41/2-_._ - 1- /1 Iii TCX II 11 ..... 12 _ \� oe�. sae. I 12 II I J2 �\/. sa�eit roP�r a { Ill Zi J2. J2 , J 2 J2... 12 .... ... .... _. J 2 ... 12 ... ...JB2 _.. ...._ III/\, / .oNYw an,oeee..o 2.201ALL BELOW 2,2455 [ JS - 8'-4 1/2 1 10-3/8' 151 '51 R111131 / Ig ..: ....:. ,. 15,-47 5" PO JB 1 .._ J3 .:.: ST LOAD TRANSFGR DETAIL f 1 j 131 _=B5 ...... r .------------135 - ._._.._. _.._1 ....__._..... J2_ 111. _.-_............ .. _..._..- ----._< ..- 42 .... jjjkl ---...__... ..........d2- Il____ .................. ____. ___. Jam- ___ .. .. • ...._ J4 f ...__ TT T-,P ,r- lifi T-1 43 ,(f7"1 F"1 r1r��4-ir-7r-rl"-,' ... ..... J4 -.._- . B]0 B10 151 Si ... ...._ _ B10 J } 15 �j J8 J5 J5 J5 J5 J5.18 J5 -15 - --15 18 15 J5 JS J8 J8 JS- ' "'t5 13 1 I -..::...R 1 __..... ..tR 1 _:. :_: ; I I- R _1 L_ PORCH PORCH R1 5, PL 15-410(MAIN) POLYGON 11D(BASEMENT WITH JOISTS) Mrk• Meterhe Width Depth Grade qty Gut Lth Tot Lth 51 RigidL an LVL 1 3/4 1 1/8 1.5E 3 4 12 fl"ff R.Tf!.N 7 52 RigidLam LVL 1 3/4 1 1/8 1.5E 1 16 16 REFERENCE INSTALLATION 55 RigidLan LVL 1 3/4 1 1/8 1.5E 2 18 36 GUIDE FOR ALL FRAMING 54 RigidLam LVL 1 3/4 1 7/8 1.5E 1 20 20 55 RigidLan LVL 1 3/4 1 7/8 1.5E 3 14 42 DETAILS AND I-JOIST INFORMATION B6 RigidLan LVL 1 3/4 1 1/e 1.5E I 8 8 57 RigidLem LVL 1 3/4 1 1/8 1.5E 1 2 2 58 BIG BEAM 1 1 1/8 2.1E 2 14 28 LEGEND: J 1 BIG BEAM S 1/2 1 1/8 2.7E 14 14 pacifi4/� B10 Rigiatam LVL 1 3/4 1 7/8 1.5E 2 6 72( H }--HANGER GALLOUT J7 RFPI-20 1 3/a 1 7/8 66 7a 1186 � Filler blocking i5 not structurally required provided both �l12 RFPI-20 1 3/4 1 1/8 9 30 270 I-Joists are continuously laterally supported by ® -SUPPORTING POSTJ3 RFPI-20 3/4 1 l/8 4 32 2a connection to the sheathing at the top flange.InJ4 RFPI-20 1 3/4 1 1/8 1 14 14 pp T r �.�} I�AIN® -POST LOAD ABOVE JS RFPI-20 1 3/4 1 7/a ia a s6addition,the joint in the sheathing shall be positioned & 1 RUS J6 RFPI-20 1 3/4 1 7/8 1 22 12 R over the center one of the two top flanges to assure -RIMBOARD _ J1 RFPI-20 1 3/4 1 7/8 1 12 12 / shear transfer between ween sheathing panels. 10515 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)858-9663 LB -LVL BLOCKING J8 RFPI-20 1 3/4 1 1/8 11 b 66 ..63 -JOIST BLOCKING R1 055 Rim 1 1 1/8 6 16 128 ,. w F,...... PLAN DESCRIPTION/NUMBER, 1 4D(BASEMENT WITH JOISTS) JB 7 51-KG 1.15 LVL 1 3/4 1 'L/8 1.5E 26 3 78 ' ""6 xa'r ''"` CUSTOMER: POLYGON J -JOIST CALLOUT .152 BLKGRFPI-20 1 3/4 1 1/8 15 3 45 PLAN DATED: 11/30/15 8 -BEAM(FLUSH w/JOIST) DCL I-JOIST WITHOUT MUER GONSTRUGTION m. r +r r ,r r u r n r x A oWOeN.rs. DESIGNER: /GAM/L E HENDERBON DAT12/3/1 5 HDR -HEADER(BEAM BELOJOIST) H 1 MIT11.88 1.88-or-ITT 1 1.88 W 29 10dor 12,1 r ,r r ,r r za r z2 r x H2 'MITA 1 1.88 42 °o� 550-BEAM BY OTHERS H3 L55UI25 1 PL 1 5-4 10 (MAIN) SHEET:2 of 3 a START FRAMING HERE O 9-00-00 , / t0 I O 8-00-00 IGBBONI BM1 *mil24" OPEN WEB JOIST @ 19.2" O.C. I:, ' 1 I F: ' 1 I r ' Pi ' '� , , ' uPOLYGON ,;, 5019 D RIBBON, `,. PL14 413 UPPER I P. 1 i ,. `! $A k k I I 1 2/23/2015 Products L_ N N N N N n PlotiD Length Product Plies Net Qty L� L� E LL LL l IJ `o LL BM5 13-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 BM4 21-00-00 6 3/4" x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 ', BM6 10-00-00 6 3/4"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 M I �, BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 p BM4I BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 - .' .PO 1 ! i qO 1 LIT LT ' $ BK1=BLOCKING —11�I6sra RMI=RIM BOARD ii i M 1 [a!' / 1; ACCESSORIES QTY - - IBMS' y - 1 X14 I �� a c�. I• A HIT424 50 Iri Q L r` 2X4 DF#2&BTR FOR RIBBON 186' .�3aF2• F2& F2 ,F2 .'F28 F28 F2: s _ 1�3 - SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN D1 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F :::: FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA N 0 FLOOR LOADING I " 40 LL ® �i li al LL LL 0 10 LL <�-_ —I 15 DL k 1141 -11 cmjillio0, 10"°' ' 1 lk: LL - lL 1 ��•��I , .( 0 ; / , JOIST WITH DBL RIBBON I �0 F03� O i 05!2° €_ F2: � W & TRUSS ber fiatilm �BM5� IIS i COMPANY F REE NO F28' F28 F28 ® F28 F28 o F30 F28 F28 F28 F%1 CONFORMS TO DESIGN CONCEPT ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS STEP ORA:tING CAS SEEN REVIENEO FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REATEWED FOR GENERA_CONFORMANCE F.M.THE DESIGN CONDE,ONLY AND GOES ND'RELIEVE THE WI FH CL-SIGN CONK,Er :;N&'• NZ COES NO— RELIEVE THE .-B ICA-OR,'VE 11W•OF RESPONS'BILITS"FOR Cr Fc MANC_`STH THE =ABRICATOR•`.•ENDSRR CP RDSPIONS IL`Y EOR CONFORMANCE ANCE F5ITH'ES G:•4 DESIGN ORAAINOS AlO SPECIFICATIC1.S ALL,F MIDH-AVE Pn l:.i:Y DRAW NGS,SP ECIFICATI:,NS AND APPLICAE,E CODES,ALL OF WP OH HAVE OVER THIS SHOP DRANING. PRIOR?"OVER THIS SHOP DRAWL lG. By, Arnold R. Solomon Date: February 25,2015 By Alexia Fukui Date 2/27/15 CT ENGINEERING INC MILBRANDT ARCHITECTS