Loading...
Plans (24) /cA/3 SGv -72-s l—Gi . w ., .. �, / `s / v / // / • e4 L, LEGEND. // ® 0 48 8O ' —SS SANITARY SEWER Pacific / ArS / � / Comnnulity / w STORM DRAIN Design �, / / WATER LINE 12564 SW Main Street f �6 486.2/124/ ` / / ' i MANHOLE Tigard,OR 97223 i SANITARY LATERAL ; _483.5— • 3 RI5039a1-9484 ■ CATCH BASIN DATE: 12/11/2015 / STORM LATERAL o / L 43.5 { to.,,,......„..„.irdliatralliiiiifiritiirVISa%al t<�-=srs�6 s®v®®101.0., 0OR#a®irmrCl#*s+rr.0.0.1 rs sem rte` STREET LIGHT REVISIONS / �� _w88 ` f STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �, h / 1 EROSION CONTROL / , � / 18.67 �`/ /� a y 31.90' 1 6 IT / L • 490.E �` , , to _, ,./ / 7 `' ,, 15.97' SETBACK SUMMARY $� ix I �I / ,� a I r 1 ii PLANT (3) STREET I I 1 11 FRONT SETBACK: 20' / , 73 I 1 , SIDE SETBACK: 5' TREE: 2"CAL. �� / / 6,289 SF I I STREET SIDE SETBACK: 15' GOLDENRAIN TREE / / ' ' KOELREUTERIA a . > / i BUILDING: 3BR-DL i I III i REAR SETBACK: 15' , / \ s,, / ' FF=497.4 ' I , PANICULATA g9 :� r �;/ I ' 1 A , ,_, I \67 i y / / D ; :/ I/ i BFF=488.4 —� I. — 5.00' 72 >9 I GARAGE i 1 i E o , 1 I i 41Ps / CL ' / I II \f F91 I I I`�, _I 1 1 I to I I LOT COVERAGE: cs, / > I 1� I � I I _ ;! I Q __ _______i___j LOT AREA: 6,289 SF t q9Q 6.00'c. °.I L I PORCH .� — I LPOLYGON AT o r� PUE , ' I— — l- I — 0 I I 6.00' 1 BUILDING FOOTPRINT: 1,569 SF 27.10' / BULL I of f1 PUE 20.00' 1 y l,yN. i r _ — 1— - COVERED PORCH: 161 SF MOUNTAIN 3 / \\ • J. _ ; 1 ►, +, j ', - CANTILEVER LIVING SPACE: 20 SF r / , i • 495.2 ///// / / , /i t / COVERED PATIO: 0 SF LZ 1 il O / r ` r _ 495.5 I' - �.,yj �� DECK AREA: 224 SF 0 1 ` ' YT I ,. LOT 73 I I ® \`i M =� \_ '� SIDEWALK M N TOTAL COVERAGE: 1,974 SF PLOT / , ■V; PLAN 91 WATER METER —as as 31.4 % L v EL PLANT (1) STREET SW THAMES LANE IMPERVIOUS AREA: 2,361 SF a n,. V` " E TREE: 2CAL. I 4�0�� AIKIMIIMM • • KTSURTREE / N. i So Iha r CERCIDIPHYLLUM \! • ! , JAPONICA _ = /ff 1 1111 _ " 3 CITY s#` 7. ARD POLYGON NORTHWEST (503) 221 -1920 Planning ek gry p� ye C C Approve_` ` � I�l a n n I 1 i g PROJECT NO.: 395-031 2 V 1 WS 6��� TYPE:0. CONSTRUCTION O (�`Yjy LOT 73 (R-4.5, LARGE) Date: SCALE REVIEWED BY: PRE 0., POLYGON AT BULL MOUNTAIN Initials: '° 0 15218 SW THAMES LANE 1 INCH=20 FEET Z ROSEBURG FRAMING SYSTEM`" u- PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's builder ":,c,�ww+:m �• nw ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. _ wo. The plans may not be re-used or copied,in whole or part,without written permission from PacifIC Lumber RIGC LAM LVL RI Gi DRt M �;`um P ▪.e�.x".x /I' II ' Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other SOLID BLOCK nu. POSTS FROM ABOVE r.aE.. FsE�orv. ,.,��,,,,',„' , IMsru�sousx e�ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG fo¢csr PRODUCTS ROSEBURG FOREST PRODUCTS IV, '„�-�,,,. - - vEaonTOFOS ABOVE copying of these lans,infringes rights under the Copyright Act.Infringes face liabilities that include II BEARING AREA or BLOCKS na 9 P 9 99 ��\ / ` BELOry AREA of, LOE penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. ` ,� /I��\ �RFPI JOIST x20 c I \j '•/ ,1 a CONFORMS TD DESIGN CONCEPT i� IIII\, ❑ GONTRAGTOR NOTES: DESIGN NOTES: ❑ CONFORMS To DESIGN CONCEPT Wm+ &analyst,.ea REVISIONS AS SHOWN 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS M."� " xtl ❑ NON -CONFORMING AND RESUBMIT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR rv".a-mw�MU""pew MAIN FLOOR.JOIST LAYOUT srr N-CONor urnasREn FORSE AND ooruur (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD .".�u,�".,wn.r..-.,o.,ox� rr:....UP-NR"MV OW wr COM;N DEFLECTION CRITERIA SCALE: 1/4"- 1'-O" ura, V re ..sONlal ONS:a an,AXPE PM. 3)ALL BEAMS PER DESIGNER'5 PLAN OF L/480 RPPi BLOCKING PANELS MTH BEARING NAL ABOVE POST LOAD TRANSFER DETAIL Nrf ms SHOO MAW. 0 (UNLESS NOTED OTHERWISE) SITS. 1110. a.:MOP Fer 10 172015 4)USE CAUTION WHEN CUTTING CT ENGINEERING INC FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA DOD 1 2 SHEAR W ALLS 1 psf DEAD OLOAD SLEEPING AREAS: START STARTTH1515APLACEMENT PLAN ONLY. 30psf LIVE LOAD (DOUBLE) 1 1-"f/8 RFPI-20 e 1 9.2"O.C. (DOUBLE) 1 1-1/8 RFPI-20 e 1 9.2"O.G. This layout is to be used in conjunction with 12psf DEAD LOAD ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING SEE SHEATHING NAILING ATTACHMENT NOTEIIuI j Architectural/structural plans.Verify all l HERE HERE shear wall blocking placement and connectors , OOPLOADING: Purchaser responsible for approving this 25psf LIVE LOAD I_... B5 _......_. - _ .__ _- .._. _.. — ., _._ «_J y prior to y construction. 1 P fDEAD LOAD _ .. .. -_ - ii I H'.SiPis "-_: ii ::� i— i --�N =— -ii ! - ...JB1... I - I D 1 B5- it 1 1, II I I IIIA j ❑X CONFORMS TO DESIGN CONCEPT I I I III I CONFORMS TO DESIGN CONCEPT WITH I ./ II ! REVISIONS NOTED 11i /.'i II ! ❑NON-CONFORMING-REVISE&RESUBMIT !I ITHS SHOP DRANK,PPS PEEN RE115,0 POR GENERAL CON,DRMANCE I .JI JI J )I _I JI JI J JI `r ]I I J1 41 "1 i1 J1 ,1 1 1 -1 J1 J1 .1 .1 J J1 'y1 J1 .1 1 J1 .j1 FAPPIWORNENCOR'" ° PESPONSBRITY FDRCONFORMANCEAVE ,,,.-11 - J J - J J .�,, J J J� 1 I J J 1 41 1 1 J 1 1 1 '1 1 J 1 1 .�1 1 J 1 J 1 1 .1 .�1 1 1 1 .111 _i SPE OWES... MOON / 1 'I I II By m^OVER Jeremy Pfarr Date 10/16/15 R1 - 11 / I j I:,1:, II Il II I it II 51 MILBRANDT ARCHITECTS 11 1 j' I I 11 /` II I li 11 % I I 1, I'! / I! I f ;I 1 h II 1 = T11r _ 1 { B4rr . .' i131' . _� .... t 1., Ip 1 1 1L 11L-_� L J1 -. B2 -1 II II II I II I II I I (H..L I .,�, dL _ 1Y 1 1 1 Tr 1 t1 1- � /• n 1 1 1 B2 F -1 l�1 1 b - q1 �F -ir-` J� . . 2 . �� ,' 42 . II B 3 R 1 �B3 _ J J2 J2 JR t I-. ! R1 ,K, rte11, i�B6 . "� ._ R4 ,._F __. i 1 I I I I �, r Iss 1 / . J1 '. -11 J�1 I 1 1 J1 1 .. .52 I B.: I \1 I ..it :% J'= J3 J3 JB J3 -3 J. 1 III 1 ti..1 1 — 413,1 1 hS 1 I I 1 I� 4i n.` h J31 =_ I I ;`/ I PORCH .,\ START START / PORGH FRAMING FRAMING 1 1-"f/8 RFPI-20 5 19.2"O.G. HERE HERE 1 1-1/8 RFPI-20 @ 19.2"O.G. ,t IMPORTANT f'` REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FL 1 5-338(MAIN) POLYGON PLAN OPTION:36 BASEMENT WITH JOISTS Mrk• Material Width Depth Grade Oty Gut Lth Tot Lth DOUBLE I-JOIST CONNECTION SPECS I N LEGEND: B1 RigidLam LVL 3 1/2 1 1/5 2.0E 2 8 6 ® pacifi ����� 62 RlgidLam LVL 3 1/2 1 1/5 2.0E 6 6 Filler blocking is not structurally required provided both (H}--HANGER CALLOUT B3 RIgIdLam LVL 3 1/2 1 1/a 2.0E 4 4 I-Joists are continuously laterally supported by '• �/ 54 RlgidLam LVL 3 1/2 1 1/5 2.0E 14 14 connection to the sheathing at the top flange.In ® -SUPPORTING POST Bs RiglQLam LVL 66 RIgIQLam LVL 3/4 1/5 sE 1 3/4 1 1/8 1.5E 22 4 22 4 addition,the joint in the sheathing shall be positioned & TRUSS COMPANY ® -POST LOAD ABOVE HDR 1 BIG BEAM 5 1/2 9 1/2 2.1E 8 •8 Rover the center of one of the two top flanges to assure R1 055 Rim 1 1 1/a 1 16 112 shear transfer between sheathing panels. • R -RIMBOARD J1 RFPI-20 1 3/4 1 1/8 49 20 9605930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 L5 -LVL BLOCKING J2 RFPI-20 1 3/4 1 1/5 12 4 45 1 am 21ne. Flange&e�mn z vz 3420 J3 FPI-20 1 3/4 1 1/8 5 15 108 / PLAN DESCRIPTION/NUMBER: 3B BASEMENT WITH JOISTS Jet -JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 1 1/8 1.5E 28 3 04ro ec N," Max M." Max NN .a= On Max On MaxCUSTOMER: POLYGON J52 BLKGRFPI-20 1 3/4 11 1/5 10 3 30 PLAN DATED: 1 J -JOIST GALLOUT DBL I-JOIST WITHOUT FILLER CONSTRUCTION z ,e z ,s z n z un r x< 5 -BEAM(FLUSH W/JOIST) Accessories N.T.5 z ,e C ,a r NC z par 0 no H1 MIT4 1 1.88 20 DESIGNER: KAM/L.HENDER50N DATE: 1 O/1 2/1 5 NPR -HEADER(BEAM BELOW JOIST) H2 MIT 11.58-or-ITT 1 1.5 5 16 550-BEAM BY OTHERS H3 HUG.41 0 1 FL. 1 5—5 3 8 MAIN SHEET:2 of 3 ""� PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" builder- .m.- quality engineered wood products for todavY builder These plans and the designs arc copyrighted under Federal Law by Pacific Lumber Company 2014. Al �� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber _ souv EwcK wu r....—, vasrs Paon.eove - rc-rs, , III rOee,R�„vEE�O,v. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRIM' .IE w�� BEAM. AREAOrBLOC. / , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or IlrouBaro JOYESF PRODUCTS 1toSEYlio FOREST vyonuerg copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include �� \\` / EEi.OA TO POST ABOVE. penalties of up to 520,000 per work Infringed,and S100,000 per work infringed wilifullu. 1104E 4 RFPFJOIST .' - gee In /� IfROSEBURG FOREST PRODUCTS It CONTRACTOR NOTES: OES/GN NOTES: D.M-.= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS -�512—dd otiv eeofi •- w 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM.BLOCKING PANELS MTN SEARING NALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/48O N.rs, cr0. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VA LOD 1 2 D SHEARWALLS 1 psf DEAD LOAD 9-1/2 RFPI-20 5 1 6"O.G. / 9-1/2 RFPI-20 5 1 6"O.G. SLEEP/NG ARAS: START` I I START This layout is o be used in con cTHIS/5 A PLACEWNT PLAN ion with 122 psf DEAD sf LIVE LOAD 2psf I IFRAMING hearArchit wall blocking ptural lacement and conlans. neactors ROOF 40.4011.16: HERE PATIO I I PATIO HERE gP 'urchaser responsible f or approving this 25p5f LIVE LOAD ayout prior to any construction. 1 7psf DEAD LOAD q r a i IT 1 !� .,aa I, I I 1t j j S I I I I I 1 I I I, I I I— — • R1 J1 J1 .,1 J,1 J1 J1 Jl1 J1 J11 J1 -111 J1 J1 J1 -1 I fi•- i I -11 1 1 J1 J11 J11 1 J1 J1 JI1 J1 '1 J1 1 -11 1 �! ,.... 1 J2 J3 JS J3 J' _3 JS J3 Jb-3 J$ I3 431 J= J3 J3 J -13 J5 p J2 I R1 R1 11 1 i 41 _.161 'I -, • I I ® t r1 ' lI I--9'-2 7/8" 9'-2 7/8°� /. f, • k I I I— I \ I I 1 FORGH 1 `k` PORCH \ IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-33S (Basement Floor) POLYGON PLAN OPTION:35 BASEMENT WITH JOISTS LEGEND: Mrk* I Material I Width I Depth I Grade I0ty I Gut Lth I Tot Lth III J1 RFPI-20 1 3/4 9 1/2 _ 1 5 24 360 0._.HANGER GALLOUT J2 RFPI-20 1 3/4 9 1/2 1 26 26 pacifi :. umber J3 RFPI-20 1 3/4 9 1/2 10 28 280 ® -SUPPORTING POST J4 RFPI-20 1 3/4 9 1/2 1 8 8 ® -POST LOAD ABOVE J5 RFPI-20 1 3/4 9 1/2 1 20 20 BASEMENT FLOOR JOIST LAYOUT & TRUSS COMPANY J6 RFPI-20 1 3/4 9 1/2 2 2 4 R -RIMBOARD R 1 OSB Rim 1 9 1/2 5 16 80 5930 JEAN ROAD LAKE OSWEGO,OREGON 9 7035 (503)855-9663 • LB -LVL BLOCKING JB 1 .5L KG 1.75 LVL 1 3/4 9 1/2 1.5E 26 3 78 PLAN DESCRIPTION/NUMBER: 55 BASEMENT WITH JOISTS JB =JOIST BLOCKING J52 BLKG RFPI-20 1 3/4 9 1/2 - 26 3 78 CUSTOMER: POLYGON J -JOIST GALLOUT Accessories PLAN DATED: 10/3/1 5 B -BEAM(FLUSH w/JOIST) H1 I THO 11950-or-ITT9.5 4 HDR -HEADER(BEAM BELOri JOIST) DESIGNER: KAMIL.HENOERSON DATE: 10/1 2/1 5 580=BEAM BY OTHERS PL. 1 5-3 3 8 BASEMENT T SHEET: 1 of 3 CONFORMS TO DESIGN CONCEPT POLYGON fl CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN PLAN OPTION:3B BASEMENT WITH JOISTS D NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEV'EO FOR GENERAL OONFORRANCE PL15-338 UPPER WITH THE DESIGN CONCEPT OHIO AND DOES NOT RELIEVE THE DESIIIGNA WNGSANDSPECIFSCATIOWSALLROFFETCHHHHARENPBIIMRD' 14"OPEN WEB JOIST @ 19.2" O.C. 1on2/2D15 OVER THIS SHOP DRAWING. By,MRP Ga, 10n3/201; CT ENGINEERING INC VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE Iv T, 5-00-12 ), Products ©CONFORMS TO DESIGN CONCEPTG:WigOft ilsk:i®&®iamb like lima eima'kilt<sitatitlosimPiktle milid•011ieliiFiij yrg.ar nt... n�.me_Wil - - PIotiD Length Product Plies Net Qty CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED RM1 43-00-00 1"X 14°APA Rim Board 1 1 o NON-CONFORMING-REVISE&RESUBMIT 111111111111111pE11141 RM1 40-00-00 1"x 14"APA Rim Board 1 1 THIS SHOP DRAWING LAS BEEN REVIEWED FOR GENERAL OONFORrurSTE - RM1 37-00-00 1"x 14"APA Rim Board 1 1 DRH DESIGN CONCERCATION ON.Y AND DOES NOT RELINE THE 'R'� i,l FABRICATOR/VENDOR OF PErooNSIBILRY FOR CONFORMANCE WITH DESIGN RM1 11-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS E R THIS S TIONS..4ND APPLICABLE CODES.ALL OF WHICH HAVE ERIORITv OVER THIS SHOP DRanING. RM1 9-00-00 1"X 14"APA Rim Board 1 1 By Jeremy Pfau Date I0/16/15 RMI 5-00-00 1"x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS BM23 8-00-00 31/2"x9"Glulam(I.8E24F-V4 DF/DF) 1 1 BM1 20-00-00 51/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL E BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �i) BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 Lam LVL 1 1 11 Ig05 0 I BM10 14-00-00 3--01/21X14BIG4 BIG BEAM2x9-1/2 1 1 i A I 1 1 I I 11M I !MEI I I I I I `L I- I BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 " 't`= — BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 _Gail.r. = 113m8I-o 11 y= j 6-0t i/ I I I D 10-13i__--1 I_rw BM7 12-00-00 3-1/2X 14 BIG BEAM 1 1 Fa.11 1111110 IIIII1!iFilIlI1 � 1: BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 A ® ....e BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 ,1;1;1,1,1 BM8 6-00.00 3-1/2 X 14 BIG BEAM 1 1 YY �� ��� luFLOOR LOADING ''1''�'1. — ryllLIlpIJIJI . 1. — fril � BKD=BLOCKING40 LL �II{uRRRjjBRlfllfj RM1=RIM BOARD 15 A c41 ACCESSORIES QTY LL Q Mil THO17140-2 53 11111110111.011 NR III I � I �, © HUC412 5 1q11311. I AAAII lIIiI!!!IIIO®I I I I a SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ° O REFER TO STRUCTURAL PLAN FOR ADDITIONAL �I I co le 1 II_ I _I__I— I _ _ POST TRANSFER BLOCKING QUI I I 1 - I 1BM21I AND SHEAR BLOCKING REQUIREMENTS. 1L1�— sN.-Rl9_I, __,_ .1--jBmil I® !HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. \B BMSJ ® !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" SHEET 3 OF 3 is k Pacin umber & TRUSS COMPANY