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Plans (35) A/S /6 —. 620 /3 /c - (5w is ar x / l� r LEGEND: r r Q *./// ' , Pacific. 47- , 1 �1 —SS SANITARY SEWER Com/15 48z 480 ' 4 `t — SD STORM DRAIN Design n�ity l w WATER LINE 86 / 484 483.5 O+ • MANHOLE 1256SW Main i Street / 111111, 4_. 9-5\i / Alkil '-/ 60.0' [T� 3941-9484 CATCH BASIN DATE- 12/11/2015 / -" STREET LIGHT • / if REVISIONS / / / 1 i f 31.37 18.15' r ; STRAW WATTLE PERIMETER EROSION CONTROL NO. DATE DESCRIPTION 9 / 1 _ ______. __ H_____ _____ 1 t,/„/ t / / — • I— a/ `�/ / _L — — - — — ° - I-- -. 9/ _ I i , F ; . -- -_ SETBACK SUMMARY / I 72 I �I FRONT SETBACK: 20' / / ' i 6,120 SF ; is L SIDE SETBACK: 5' / ' 486 L BUILDING: 5AR-DL , 1 STREET SIDE SETBACK: 15' / / : 1 FF=497.1 ' 1 ' ' 15.00' I I 5.00' ' / ; 73 i I i BFF=488.1 _ I 71 I , dol N \F\\\\\\1\\\ I io I �� I ; GARAGE 488 j � L 490I I '—� 492 1 1 I i LOT COVERAGE: No Ii -� J 494 I I ; iI.----4_ Li, 1 1 I �- ---1PORCHr--- --- 1 — L� — — — �. 1 L — — Lo__--0r — — LOT AREA: 6,120 SF POLYGON AT O 1 6.00' / PUE BUILDING FOOTPRINT: 1,814 SF t 23.62' 20.83' 25.63' 1 `, BULL 0 1 N. / — — — — COVERED PORCH: 52 SF L.„ TT - - - — — 1 '� - MOUNTAIN I i.��� ws .®m,.�.. -:- \ '. I - I 4 \ I 1 \\ f /1'' i \ / CANTILEVER LIVING SPACE: 40 SF 60.0' i . csi �` "ilk/.... ,' f COVERED PATIO: 0 SF n , -------\--_, Jr Aki,,_:...: _\ - A l. 11 -` 495.5 �® 495.2 -Ilk --i N DECK AREA: 225 SF o \ ® .1 M M SIDEWALK vt LOT 72 a. �� i C, NOMI TOTAL COVERAGE: 2,131 SF WATER METER `� PLANT (1) STREET PLOT PLAN SW THAMES LANE Rip- — CS OS os— TREE: 2"CAL. 34.8 % t PLANT (2) STREET STORM LATERAL KATSURA TREE / TREE: 2"CAL. _ _+ CERCIDIPHYLLUM I IMPERVIOUS AREA: 2,740 SF `'2 = / KATSURA TREE / , ' �' S , JAPONICA o CERCIDIPHYLLUM / \ I SANITARY LATERAL / JAPONICA 'I \! a POLYGON NORTHWEST (503) 221 -1920 cm/ 7 - ARD 0 2S1 C x1 Approvcu' Ian ing W8 '/ PROJECT NO.: 395-031 TYPE: CONSTRUCTION Date. SCALE REVIEWED BY: PRE LOT 72 (R-4.5, LARGE) ,a 20 POLYGON AT BULL MOUNTAIN Initials: / 15236 SW THAMES LANE iINCH=20 FEET a Z "`K- PACIFIC LUMBER CBPYRIGHTY015 ROSEBURG FRAMING SYSTEM'" "'aWam,Wu® -, R quality engineered wood products for torlays budder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. r°"�i.im ,II i� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber SOLID.BlocK ALL o e..» Posrs Fao.+nBove ,,,,,,aii,ndt,K„x„ , III roBEAR;;wBE�oW. Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRI M' b..w.m.. OLKS , PER oer,.;�,n N.rcN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or '1�' --.--.-- -` / IrosE®urosoaesrraoaucrs xosEwixarocesrPeonucrs f� copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include \�` BELOW ro Posr ABOVE penalties of up to$20,000 per work infringed,and$100.000 per work infringed willfully. ��HON 40 RFPFJOIST fee-� ',1 :%�I�' ROSEBURG FOREST PRODUCTS ` CONTRACTOR NOTES: DESIGN NOTES: "''''"»' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS vnG .M�7- .x'77 "°"°`E""0 MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESISNER'S PLAN DESIGNED TO MEET OR "' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD • RFPI eLockIN6PANeLs rvnH SEARING HALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORD/NG- 5)PROVIDE PROPER SUPPORT AT ALL psf VA LOADOD 12DEA LIVED i psf DD (DOUBLE) 11-7/5 RFPI-20 5 1 9.2"O.G. (DOUBLE) 11-1/S RF91-20 5 19.2"O.G. rms S0psf 1NGLIVE AREAS: 0 SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® layout is A PLAGEMENTPLRNONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all FRAMING FRAMING shear wall blocking placement and connectors ROOF LOADING: ..------ HERE Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 1 7psf DEAD LOAD 135. R1 R1 53 a Bt MI I II 11 ISy it (� 1 r:i • ._1 - IIIl I 1 ,Ih II diI 1. il I 1 11 Ii I 11 III • i' -Ir I ii I I ll — JI .�� ll '11 51 R1 j Ij IiI :1 .I1 41 1 1 .�1 '1 I jj © CONFORMS TO DESIGN CONCEPT I I I I I _ I I I 1 I i 1 "11 �1 1 1 -1�1 '1 .� il I' CONFORMS AS DESIGSHOWN CONCEPT WITH _3 a ji5 _- ,i JB1 J 1 I I 1 3 -3 R1 J3 -- — FI I i !I NON CONFORMhNG-REVISE AND RESUBMIT .f JB _f- �- Jc - I -r I 3 -k .�3 t r,3 J3 R 1 ml9 smP M z xs aux IEW)FOR &P 'LWOW. `I c,f„ I I ii I'I v liaa"Ii OESPFI o-faEaoasi w a s wILIOT FOR�PEsc 1NFORION,wrrn,xJ j - ' -It9 -B -' I OEaIGN owners sin SPR:a coS uL oPIC OW P..roam1I J' �.: �p ,? �8 J3 13 3 .3 I on rs mM,w. 11 e MRP .10/13/2015 j II I CT ENGINEERING INCoPI II ') l I1 I i I II I II 1 1 I' 1 III 1! li 1 ;'� -i�-�'1��a. ._.:.�2 I! M E I _.__:_.—'''.' (-1—. -_. 'I �X CONFORMS TO DESIGN CONCEPT I II n' ❑REOVISIONS NOTEDSIGN CONCEPT WITH I1 I 1 i 52 RI I Ill Ili I II ❑NONCONFORMING REVISE&RESUBMIT 11 TPA SHOP DIF.AWING VAS BEEN REVI.ED FOR ME.GONFO.OICE MN DESIGN C.CEM ONLY AND DOES NOT REME NE • • • !: Li iPBRICAT.NENDOR Of FOFIA.E.MX DESIGN � 1�.. 'i I I' r PBYam OVERT Jeremy mDRAWIND�E GE CODES ALL OF MM.FAVE �'vere 10116/15 ,I MILBRANDT ARCHITECTS II I IPI I I ,r1I Ink II it ii -1 ``2 'I I V I I II J2 1 \ II ,1�1N) jj • I; \ t1I I 51 51 v Ii 1 !I' ,; II Ili J,' J�2 J2 J.12 J�,2 J J -�2 -• JQ .j 2 J• �',4 J4 J4 J. J. II 11 ___P I II I: II 1 I 1 IIII II I li I II , 1 II I I L I ; II 1 I ; B ., it I 1 11 � � E B I I I I III r -L L I PORCH I�1 PORCH 1 /MPORTAN T.I I I I I REFERENCE INSTALLATION L J GUIDE FOR ALL FRAMING 1 1-1/3 RFPI-20 5 1 9.2"O.G. - 11-1/5 RF19I-20 5 19.2”0.0. DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-342(Main) ED DOUBLE I-JOIST CONNECTION SPECS L_ POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS Filler blockingIs not structurallyrequired provided both , T�-HANGER GALLOUT Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth I-Joists are ontinuously laterlly supportd by Pace ����� �/ R1 05B Rim 1 7/e 8 16 128 connection to the sheathing at the top flange.In ': ® -SUPPORTING POST B 1 RigidLam LVL 3/4 1 7/8 1.5E 2 4 8 addition,the Joint in the sheathing shall be positioned & TRUSS 0M PA NY ® 52 RigidLam LVL 3/4 1 7/8 1.5E 1 6 6 over the center of one of the two topflanges to assure -POST LOAD ABOVEn 9 53 RigidLam LVL 3/4 1 1/8 1.5E 1 22 22 shear transfer between sheathing panels. R -RIMBOARD .181 BLKG 1.15 LVL 3/4 1 1/8 1.5E 30 3 90 LB -LVL BLOCKING .J82 BLKG RFPI-20 3/4 1 1/8 15 3 45 FmreeW;em 105155W ALLEN BLVD BEAVERTON,OREGON 9-!005 (503)858-9663 J1 RFPI-2O 3/4 1 1/8 14 18 252 1.3.M. 21,1s- 2.�,e 2,z e. PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS JB -JOIST BLOCKING J2 RFPI-20 3/4 1 7/8 6 28 168 `� Nail Swnry J -JOIST CALLOUT J3 RFPI-20 3/4 1 7/5 34 22 748 ....TO. """""" '"" Max "i Min '"- "i^ Max "°^ Max CUSTOMER: POLYGON J4 RFPI-20 3/4 1 7/8 6 24 144 DBL I-JOIST WITHOUT FILLER CONSTRUCTION Bd e. V IS' O ,e z 2, z 2, z 2a PLAN DATED: 1 0/5/1 5 B -BEAM(FLUSH w/JOIST) J5 RFPI-20 3/4 1 7/8 3 4 12 N.TO. lOci or 12d z ,e z ,a z z< z za HDR -HEADER(BEAM BELOW JOIST) �' r 30 DESIGNER: KAM/L.HENDERSON DATE: 10/15/15 Accessories BBO-BEAM BY OTHERS H 1 IKT 1 1.88-or-ITT 1 1.88 - 5 PL 1 5-3 4 2 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for todaysbuilder'- wwm�:w.` �"�` I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. nw"' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM�LVL RIGIDRIM� i Use of theseplans byanyother aasE� SOUP BLOCK ALL :=. ��° , ( �� vows FROM ABOVE Company,which retains copyrights to,and ownership of the plans. ww..rc�.r., rE M.,ARBELOW. ,�,,,,,,,,,,,„ , wsruLsouAew BLocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Rosreurtv FORM PRODUCTS pGuatROloFm'I vllaf)LCfS °�Ww^r. vers ,wu,a mAroe copying of theseplans,infringes rights under the Copyright Act.Infringes face liabilities that Include \7., -- , I' BELOWTAPOST ABLVEKs na 9 9 99 BELOW rows'ABOVE penalties of up to 420.000 per work Infringed,and 4100,000 per work Infringed willfully. lilRFPIJOOIST (i- III GONTRAGTOR NOTES: P5SIGN NOTE5: I� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °°""""°` 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR °tea'":m"°"o�� «.a=°„+'a (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOA 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPi BLOCKING PANELS WU BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.Ts. ELI'S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG: j FOR PLUMBING 40psf LIVE LOAD / 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD � LLS SLEEPING AREAS: ,'TART START THIS 15 A PLACEMENT PLAN ONLY 3OpsfLIVE LOAD / 9-1/2 RFPI-20 @ 1 6"O.G. This layout is to be used in con junction with 12psf DEAD LOAD 9-1/2 RFPI-20® 16"0.0. F MING FRAMING p y Architectural/structural plans.Verify all I E HERE I PATIO shear wall blocking placement and connectors ROOFLOAD/NG: Purchaser responsible for approving this 25psf LIVE LOAD PATIO 1 ayout prior to any construction. 1 Tpsf DEAD LOAD 1 • 1 e r , itii I 1 II l j I !1 I, I �I I 11 I 1I ii 51 J1 J1 JI Jh J11 J1 J�`'J1 Jk Jh Jp Jh J1J1J1 ` -lilt' J4 '/4`I4`4 J4 R1 51 4 WJ14J4J4 4 1 4 JfF-4 J14_4�1 .�I1 -�1 �1 .� 1 1 �1 ,1 -1 -1 11 1 ,11 -1 'R1 1 I 11 II III li, ii1 1 II J' E I,I ® ®I II ® l ®' ® 1 II IA 1 Alj I JjjfII ,IH JiS .. • J ,I ) .I . I� 1 JI E .. ^ J \ I /2' -3 1/8' 2'-3 1/8„ / t N • ; ; O I I 1 1 1 I 1 1 I PORCH I I PORCH IMPORTANT./ I 1 REFERENGE INSTALLATION I I J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-342 (Basement Floor) Pacifi. ., umber . PTI -HANGER GALLOUT POLYGON PLAN OON:5A BASEMENT WITH JOISTS L Mrk# Material Width Depth l Grade!City I Gut Lth I Tot Lth ®/ -SUPPORTING POST Ji RF-PI-20 1 3/4 9 1/2 15 20 300 & TRUSS C O IN PA NY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 1 1/2 2 10 20 �*•. R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT J4 RPM-20 1 3/4 9 1/2 1 3 22 286 10515 SW ALLEN BLVD BEAVERTON,OREGON 9"/005 (503)858-9663 LB =LVL BLOCKING R1 O5B Rim 1 9 1/2 4 16 64 SCALE: 1/4”=1'-0" PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS JB -JOIST BLOCKING JB 1 BLKG 1.75 LYL 1 3/4 9 1/2 1.5E 24 3 12 CUSTOMER: POLYGON J -JOIST GALLOUT .JB2 BLKG RFPI-20 1 3/4 9 1/2 11 3 51 PLAN DATED: 1 0/8/15 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMI L.HENDERSON DATE: 1 0/1 5/1 5 HDR =HEADER(BEAM BELOW JOIST) H1 ITHO 11950-or-ITT9.5 4 BASEMENT HBO-BEAM BY OTHERS FL 1 5-3 4 2 FLOOR SHEET: 1 of 3 POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS PL15-342 UPPER 14" OPEN WEB JOIST @ 19.2" O.C. 10/1312015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Q START FRAMING HERE > Products `r RM1 PIotID Length Product Plies Net Qty -_8 �r=a