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Plans (91)
7/ /- ' 'ire, skis '57 r/4 - od (0.3 LEGEND: G... t� II I-A- -'---)7 ' / -;--------- —SS SANITARY SEWER aC i fiC ....,..„.„..\ ! j' w� 1-- t I — 7CQi1111111211t o 1 a ±—`--, r— / / —SD STORM DRAIN I a -w E eSigil _ _ WATER LIN D � ���/ OO • MANHOLE 12564 SW Main Street i �� I\NL\ ����� — — rard,zi 97223 1 ! m503-941-94841.- ■ CATCH BASIN DATE: 12/10/2015 1 STREET LIGHT4 :19.00' 20.00' I'llD� TRACT f .,� ' REVISIONS i ` 264. , .; _ 2643 3.00' �� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION --� z -i PUE EROSION CONTROL \ �40.0' 64, _ 26," S TREET SECTION, SEE a ,• pi,_ �:�1�.= ssra- 0 CONSTRUCTION DOCUMENTS ED VISION CLEARANCE TRIANGLE Viral..,► ' r i ►� GARAGE I I i MARb 2016 i li a j 1 I1 I i SETBACK SUMMARY TY O- .-¢ ti tte III �- 3.00' I — FRONT SETBACK: 12' BUILDING �P / n 1 I LJ�I�Di DIVISION a�i 6.00' 44 I j I 001F -1— �* I i LI SIDE SETBACK: 3' PUE j _ STREET SIDE SETBACK: 8' PLANT (2) STREET 1 I x- 1-HR FIRE _ REAR SETBACK. 3' 0 TREE: 2"CAL. .� RATED EAVES — 8' III � � PORCH SETBACK: GOLDENRAIN TREE / ,,I / i , I , r KOELREUTERIA �� i 47 I' 46 i 45 _ PANICULATA i III ' \ 3,158 SF 12, I' I E 5 ®11 ? i v II I BUILDING: 7D I II 1 Z i r' FF = 265.8 N .43 _11.00'' ,- --� h <t> b li L CN '` o --- i id �� i ;) LOT COVERAGE: ` I it I L U a ^ F < PORCH , N �` 0 0 8.00' o LOT AREA: 3,158 SF I �� 26a --PUE --J POLYGON AT • ..ii .a `��_ 20.00' — _1__ ti ����� 13.12' I BUILDING FOOTPRINT: 1,314 SF VISION CLEARANCE TRIANGLE 1.- v. -�- Z66 SIDEWALK �021, 111n , � WEST RIVER �'" —ate_ 111 265.1Ilit Q 26,0 J a r —<— VA"iii : ::NG 13SF TERRACE 1 !Nip IP- 267.1 /° r °< , SPACE: 0 SF \ilk O o I �•�������` DECK AREA: 0 SF I libmiL WATERMETER ,NN PLANT (1) STREET ill • TOTAL COVERAGE: 1,327 SF 0. Ss O TREE: 2" CAL. S 5S STORMCLATERAL �S)( SS LOT 47 Q YELLOWWOOD/ 42.0 % ® IPLOT PLAN SANITARY LATERAL I IR as CLADRASTIS I OS at I as as 34.00' IMPERVIOUS AREA: 1,681 SF KENTUCKIA ; -, AI I -R66 SW JEAN LOUISE ROAD ET_ v., 'W--,,,,,,„, ' —:h; '1.1 i I - w ti I I rig I I ' / D- 0 I F —'-- N � /� — Q 3M Q .� E N O 1! O e, • O 1 1 t . a a < < � CITY 07 T ii�.7A�"sD 6 POLYGON NORTHWEST (503) 221 -1920 2S1W6 Approve `:Jy Planning PROJECT NO.: 395-029 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE O ,„ LOT 47 (R-12, STANDARD) Date: 3lliS7//4i 0 POLYGON AT WEST RIVER TERRACE Initials: L-- 1O Q 17189 SW JEAN LOUISE ROAD 1INCH=20 FEET Z _ .... w PACS WIRER COPYRIGHT 2013 "RO UR_G FRAMING SYSTEM" ",� �� ea nn Bora u plans seed the _re Federal Low 1tt s yrs Limber 2013. {✓QbQp[OdIJC i QO(�OppY S ' These 'da.,fglw teplFr�lladtmaer • • .....-.`"' ��� mw"rw.aw. -. Gort WgCrre Ians nay not be n copyrights to.sor nd owners*of the Wwk ort L ,use other rmission from Pacific.Cosierno c r- .. ] ,� {J yam, 4';. .f/I f w,� 'I ��� ,,,, ` proaxt supotC'other than Pa4fle LMber Comp bstrictly praWbkedaiauthorized use or .,a:„+ '� R�G��LiI� �'Y� R�V��R�M. • �j 11 .e. .�o.a.oe� copying of these plans.harayes rights ender the copyright Au,nfringes face Denies that s. naoaoa+s Runs roroor.ewe _..._ 01114: • oe�t�oFuo tos=o��rane4�e„00� rwar,<nfrdat • _ �� MAR 1 x 2010 R 1Jo tl � 1lI� I � � .,. � _... - .:... CONTRACTOR NOTCSr _ DeSf61IHOIE5- _ . . ..'"•+i.r:� '; a s # a f 1 1 2)AU-FOOTINGS PER NDE516NER5 PLAN DESIGNED TO MEET OR Mil-E55 NOTED OTHERWISE:) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN OF L/4 E10 tarAap gtety9EMNL/WLobey! POST LOAD TRANSFER DETAILTION CRITERIACRITERIAnlv7&OCe6 h ra. RIM (UNLESS NOTED OTHE:RWISE) 4)USE CAUTION WHEN GUTTING FL LOAD/N6: FOR PL061BING 40p5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT AU. 12psf DEAD LOAD SHEARMALLS $1 6AREA.4 30psf LIVE LOAD I =--- 12psf DEAD LOAD ROOFLOADA4 25psf LIVE LOAD 1700f DEAD LOAD ,� R 1, PL 1 3-04(MAIN) raLrooN To Mrk♦ Notarial I Depth Ge'ade AtyLTA LCh1 1/2 7ib 9 1/2 41b1 ._.....,._. 32 RFP620 J9 tPPF20 q /2 10 26 260 228 II PATIO 9 1/2 52210 -.`..._ _. 9 1/2 1 D b t___ ___.____ l` JB RPPF20 3/4 9 1/2 2 2 4 ^_ J•7 RPI'w20 3/4 q 1/2 1 1b . 13 ■ V JO RFf 1-20St Rieke-am L VL 3/4 q 1/2 4 4 16 -., •sT-'fir 1- ..._._ ■ --- J4 11-1r alaI 62 W04,amLVL 9/4 9 1/2 Ise 1 6 26 I _ .- .. �!' �__ ,I ,181 MRS RFPf-20 9!4 q 1/2 14 3 Sl L n' -...! -Jb� J82 BLIGfi 1.75 LVL 9/4 9 1/2 1.5C 2 9 b ®oasomammom m•rpr I .,moi _ 0 commeammeammoumrrw.rx s✓ ,f..::..____.__.._._._..-.._.......... .__.-_...... ; Accesaa,fes IDoomaa_eeam saawwr ® U V pJ 1 SI HI ITN0179SO-or-07716 6 MN ISM 01007 WV NO O.16 MN= • a e.a NW 66-6/1163-ARCHITECTS II n - A,IEitANDI ARCHITECTS 1 fAIIMIlk - - ® To oesrsfLCNCg t nWill 0 0 - ,L ,L N0.q{31 (tF A R[SElBFGr ..�___,-___,__._�._ Pi N ❑ _,.._ R Efs»>x as AM MEC rat 9tRcs.=Meet \ _.___... _--.._._._...._,__d... _-.....-,..,..,.._._..... _--n I FRUMERRt05 9F 15 IE EUTI Aa aus7att eV 11£ U '�tht'M NEW Wein ins de MEW etibc 15 "_ - a2+Re WOO FR 9Le7.'Fa1:aN a1 CE ME wenn. I P 7 :1 ova sec WI Wall COMM Gnat Rc31 W,glemas. ... ;— 4 .......... arc san.a..s.xas - +.-,-.,-..,..----....-_._..- �,� CT ENGINEERING INC ..-----.._..... --- -__.. .-._.._..___.___.....__..__..._.__.__ 12 v -i. r 1110W I 41 i, 2R - II # ill' /,w ORTANT) dt ...--- r....:_._.._. _y7 _. -----_----+ REFERENCE INSTALLATION • -01 I t J 1 R II ....... GUIDE FOR ALL FRAMING START�r r e s r t r ` START DETAILS AND 1-JOIST INFORMATION FRAMING I PORCH PORCH 1 FRAMING LEGEND: HERE I I � I 1 HERE H -HANGER GALLOUT . . L J L ��� . -. . ®___..SUFFORTINSPOST_.....-._._ ® -POST LOAD ABOVE . &• TRUSS :COMPANY R -RIMBOARD • . . . .__.. ..LB ..._-LVLBLOGKINQ........... .... ...,.. 5.150 JEAN ROAD LAKE OSYtE60.OREGON 11055 (503)855-9669 ... -.�----••;. B E015TLOGKIN6 . . • .- PLAN DEEGREPTIOEI/NUMBER: CUSTOMER: POLYGON 1D r .- . J -JOIST GAL-OUT ' PLAN DATEr 2/26/12 - '- -' -- D: B BEAM(FLUSH Eu/JOIST) --- ... wig -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT ev+Paesr6Nax:rcl�nnB>=rsvoon DATE: 4/7/03 BBD-BEAM SY OTHERS _ SCALE I/4'-1,-0- PL 1 3-04 (MAIN) SHEAT, I • 14"OPEN WEB JOIST© 19.2"O_C. POLYGON 7 D(NEW) sTAR1 riutl"6 9 PLf5.265 UPPER W7Q015 Products iV"C-- 9-06-00 PIotFD Length Product Plies Net Qty RM1 .. 46-00-00 1"x 14"APA Rim Board 1 1 __-- -,- -----�.Y RM1 28-00-00 1"x 14"APA Rim Board 1 1 - - - - RM1 14-00-00 1"x 14"APA Rim Board 1 1 -: 1. t a RM1 12-00-00 1"x 14"APA Rim Board 1 1 : • RM1 10-00-00 1"x 14"APA Rim Board 1 1 a RMI 9-00-00 1"x 14"APA Rim Board 1 1 , RM1 7-00-00 1"x 14"APA Rim Board 1 1 c i; £ LL I o ti: RM1 5-00-00 1"x 14"APA Rim Board 1 2 RMI 3-00-00 1"x 14"APA Rim Board 1 3 BM1 22-00-00 5 i/2"x 191/2"Gluiam(1.8E 24F-V4 DF/DF) 1 1 u BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I- k, a - ; 176-1111•111111 -, r BBK1 14-00 00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �. �fi�{I�:Mi P �"�`�PI BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ -ice. me.- BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - sI 0 933 liltBM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 " BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 r r-- F°4 .111111111 I� � ) I ALL BEAMS AND CONNECTORS PER ENGINEER I F09 ACCESSORIES QTY RE I I .: Q TFI4L4 33 Qe TFL1714 3 ,- f00 �- .. ...4...,.z I I _-_ M. 1x14 OSB RIM FOR SHEAR BLOCKING 30' :_ F06 _. II • M,: O HU412 13 ''11111111111111 fe6 ..'�..�I I -_ FLOOR LOADINCZ 40 LL 11 .1111111- F06 { 15 DL '/ "6 -t LAW I !S T_- , .- REFER TOPOSTTRANSFER BLOCKING STRUCTURAL PLAN FOR • AND SHEAROtRONAL :,�� -.. _ _ BLOCKING REQUIREMENTS. v _'. • I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 'FOB I I MUM. �maapam anc"mrion _ `. I F116 I I 41 D `""' I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ' 11__ I 1 4 ,�,,,, "„ ii I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I P Wail/ w.i.na,. x. amnF a - F O w l; F� �j 41111111 r .. .°..�..e._^..�_...- AILLLAJI IT ALCJIIICI S I ® C ORM To°Eva CONCEPTFag® � . OxTON8TOD6(QYT)AYIPTRtt .s%%..I i -ee -� -- -- ___1,1„..„, rr • eo o RR ASM = •f'sJ • , ti i a " 0 NOY-DXFORMAG-R&M AND RE ?ET ffiD AY!NICK M¢!0M Mtge rat 41491L alEVIVICE 1E2Mil U_ _ 1 .- �a I FM:Rasa ern x5-ns ma n5- M �, "tn-.Y» >C s6aFrantot Al If Ma INIE A DO NOT: MITY WI M ter teems COMM$Mt IEBIFf ML mom& Loosen,remove,cut or notch bi: bi A{"E OM:tet"s ®.AU any part of the open web joist CT ENGINEERING INC t rrmb•r JOESTVNTH RIM SCALE: 1/4"=1'-0"on 24"x36`SHEET $ TRUSS cosLPAHY SHEET 2 OF 2 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 D(NEW) START FRAMING BORE 9 PL1S-268 UPPER L 81711015 Products { A PIotID Length Product Plies Net Qty �} , RMI 46-00-00 i"x 14"APA Rim Board 1 1 .--,---r- . 11 RM1 28-00-00 1"x 14"APA Rim Board 1 1 ,--t-.- ;` + _ _ a - - _ - RM1 14-00-00 1"x 14"APA Rim Board 1 1 6 T RM1 12-00-00 1"x 14"APA Rim Board 1 1 € s € ; i RMI 10-00-00 1"x 14"APA Rim Board 1 1 6 = i RM1 9-00-00 1"x 14"APA Rim Board 1 1 e ` t •• g RM1 7-00-00 1"x 14"APA Rim Board 1 1 `- k`-. R. o: `_; f_; €Sr ln. g RM1 5-00-00 1"x 14"APA Rim Board T LL F.. ;. : •2 LL — 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 3 i. q € cc BM1 22-00.00 5 1/2'x 19 1/2"Glularn(1.8E 24F-V4 DF/DF) 1 1 i : f i ' i r € i r L t � l s � f E BM7 17-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 a 1 , 1 T € , l € 1 i BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 z i ` r c 'r t i BK1 12-00-00 1.5 t� i lei ,11111iRigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 MINI MOM 11 BM2 4-00-00 1.5 RigkiLam LVL 1-3/4 x 14 1 3 o —wolf >m D BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 . pl. FO1: E'er= BM3 18-00-00 5 1/2 X 14 BIG BEAM 1 1 F04 '1 '^ •T1. ii ' 3 I ALL BEAMS AND CONNECTORS PER ENGINEER r• _"' F09MF ACCESSORIES (771 I - ---- F56 a TFT414 33 _r © TFL.1714 3 -'r . 1414 OSB RIM FOR SHEAR BLOCKING 30' i 1 r. i: HU412 13 teaI W ,._....r.. 1 FOS -� e4l=swocurG Fl DOR I rMDINt% 6ruu..RIM 40 L.L. 1___w, FOE 15 DL REFER U • J r i ^' F06 POS'TTRARALERBLOCRAGDmONAL 4 T_._ J .- _, e: AND SHEAR BLOCKING REQUIREMENTS. i i F06 tRm.rdnr"marAwm.crt I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 9 �"""°`'r `1.-� F08 !�-_F„"T, O*MAW.WW91W,,, I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL.GUIDE ONLY. j H yr s -- AM Q + ". I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFECTION CRITERIA I .• -r•' - in._..„, w tw.ww aes BIWA,�,.,.,.,�,.� _ - __ MILILAIIDi Ae(@1TELiS I .,a F08. rrt _. �F.09. ® °WORMS TO DESS COPKT T r_.......,...._....=,......:,4,_____...,.....__.,` _ $ -1 0 cof FORHs TO DEMI COMEFT TTH ilia ��_.� `- M3� ' ;o o o o•:`. ' o ' REN510HSASSHOWN �. -- - Ls.: Et LL L.: E. LL 4 lI e ❑ RON-CONFORKIn-REVISe,VDRE511BrLT _- `_ - L TYd Nor amen ow MN WM NI MINA comma IL .'_ lin.7E z4>;sIWW1 atY Nt egt,.Y"M EE;R 901Gefitsgtleal s r u simur MI tzFOWOW erx re DO NOT: MIOF NAM AC SPEOVIOTINIS AI BF thICE WE MOM Ar TGE ape owaa ailt.�,A<ui,u,IT XL ills . Loosen,remove,cut or notch q: log jail. :tuts,isti .ae as any part of the open web joist. CT ENGINEERING INC i P�S umber JOISTWrTHRIM SCALE: 1/4"=1'-0"on 24"x36"SHEET .$ TRUSS COMPANY SHEET 2 OF 2