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Plans (184) mCa� v\ - \ICA 1"7"1-1-4 Oa C \\f\-Q-. ( LEGEND: Ss SANITARY SEWER Pacific STORM DRAIN Community S CITY OF TIGARD Design VIWATER LINE Approved by 12564 SW Main Street Pla Hing MANHOLE Tigard,OR 97223 Date: /0/)'?-- TRACT U [T]503-941-9484 CATCH BASIN DATE: 04/04/2017 Initials: 233.9 42.6' 230.8 STREET LIGHT -- -Z4'41. 4.4 ������� •==,..,. CDCREVISIONS • STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 16.21' _ 11/4 15.00' \ STREET SECTION, SEE _ CONSTRUCTION DOCUMENTS 1 I 73 1 \�\ \\ l I 4,808 SF -, / / �� ' i BUILDING: 5A DL -1 ' `\ �. SETBACK SUMMARY �✓ r \ �� \ ' ; FF = 242.4 / / FRONT SETBACK: 12' / /-' \\\ ,\ 1 BFF=233.4 I , SIDE SETBACK: 5' \\\ /< , \\I \ I i / I' / / - STREET SIDE SETBACK: 10' Y \ \ �, , l r , / REAR SETBACK: 15' E \ `\ -..� `� `• �- 1r- — il_.� . ; 74 // PORCH SETBACK: 8' ` \\ I --------- ------ , 1--/I / GARAGE SETBACK: 20' - \ `\ 72 �\ \ � J---- i I // ,' COVERED REAR PATIO 10' — / /f N / ' \ \ \` \\ I ---`-_ -_--�� 1 ,/ // o ��__---N,, �� 4.15' I -�_ Y�-I 4.1---1:------"'-/ /// a \ \ a —PORCH _ 11:11:6*C �� �. / cn ---\\<\\` ✓f LOT COVERAGE: \ _-- \ - 20.00' - i re / \ � �\ ' %`� \ 15.22'-18.35' �' W � — `C 4/1> Ab LOT AREA: 4,808 SF = TRACT W - - J,�' 240.5, �\ RIVER o, \-( / SIDEWALK ' 7 � �\ '-:;-..,,,,..,.. ,/,/ :::::: NT 1,814SF, H: 52 SF 0 240.2; e�_ „- r► — - PLANT (1) STREET TREE: NORTHWEST • o / / �( �� 2” CAL. SKYCOLE HONEYLOCUST/ CANTILEVER LIVING SPACE: 40 SF ,�,` `� SANITARY LATERAL \ ----) 0.�, // / ;; -' .;-' GLEDITSIA TRIACANTHOS INERMIS / o_ G, A�' N . , ;- 55 \ \ ��� ZO: STORM LATERAL WTA: 104 SF coo J / / sr) `'� / N `' 4 Ii \ ��.\ LOT 73 M / �'��� s � TOTAL COVERAGE: 2,010 SF / 28.00' r SW CLEMENTINE STREET _ ° ' PLOT PLAN a / y -so i;+.:.... N 41 8 % 2 y A �` "�\ moi `sem IMPERVIOUS IMPERVIOUS AREA: 2,638 SF �j I ,-, AOL,sm. N ,' 1 /NN. ),,,, ' - - , N. .4,... (-,- 7y, , 4 Ca b // / 7 r / /\,/ v;/". N\N \ \ --skr--- c 2 RIVER TERRACE NORTHWEST (503) 221 -1920 (13 a PROJECT NO.: 395-037 0. TYPE: CONSTRUCTION % 2 SCALE REVIEWED BY: PRE LOT 73 (R-7, STANDARD) 010 20 RIVER TERRACE NORTHWEST O 1 INCH=20 FEET z 17402 SW CLEMENTINE STREET ROSEBURG FRAMING SYSTEM'" ��.. Al PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- """`w°'a`n! ,,,,,ate,- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. /� �. ,I/ SOLID BLOC.ALL The plans may not be re-useda or copied,in whole or part,without written permission from Pacific Lumber RIG/DLAM'LVL RI GI DRI M� �I Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,I�, nz—F-,,, —g ZIX- ro rosrneove product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSETT RG FOR6r PRODUCTS _ ,IIIcBEARING AREA OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include •*:,-.I--- \�� i penalties of up to b20,000 per work Infringed,and 5100,000 per work infringed willfully. �/ 4 i�-RFPFJoisT ..,,.e �I I� Rosen/R®fOABT PRODUCTS ,/ II CONTRACTOR NOTES: DESIGN NOTES: sa".: .o� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ioaom�'aeuum w9awAumeose doang .��-v.+� ...o,ggM.°." (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPiBLocKING PANELS AIM BEARING CALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.rs, Drs. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DVA LOAD .;•� SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: START START H/5/S A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD 4-1/2 RFPI-20 5 16"O.G. 4-1/2 RFPI-20 5 1 6"O.G. s layout is to be used in conjunction with 1 2psf DEAD LOAD FRAMING FRAMING rchitectural/Structural plans.Verify all I HERE HERE I -hear wall blocking placement and connectors ROOFLOAO/NG: PATIO I I PATIO -urchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 11psf DEAD LOAD I I — R ii 1ii1 JR ! ( II 12II I: I II11 �L Li +4 J4 �4 J JkF J4 4 J41 R1 JM J1 JI1 JI J1 JI J1 JI1 J/ .11 J1 1 411 !'7 . "!^J4 JO' ' -^ `14 . '1 ' ' J• R1 R1 44 f}1 1X11 ,1 .,1 .111 1 .1i 1 1 ..1 .)1 1 .111 ,1 1 u 11 i ;i I 1 i aIj i® j _ II ;® 1311 ,i i ' II 1 , i !I s i : �-� .—,I—"– I � 2'-3 1/5' 2'-3 1/5" A 1 1 I 1 1 1 PORCH I I PORCH 1IMPORTANT./ REFERENCE INSTALLATION I L L J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 ON (Basement AFloor)OPTION: pUI,f p.. umber ( H ?—=HANGER GALLOUT POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS �® Mrk a Material I Width I Depth I Grade/Qty Gut 1-th Tot Lth p =SUPPORTING POST J 1 RFP/-20 1 3/4 .1 1/2 15 20 300 & TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 4 1/2 2 10 20 �`�,, R -RIMBOARD J3 RFP-20 1 3/4 4 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)553-9663 J4 RFP/i-20 1 3/4 4 1/2 _ 13 22 266 SCALE: 1/4°-1'-O" LB -LVL BLOCKING R 1 053 Rim 1 4 1/2 4 1 6 64 PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS JB =JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 4 1/2 1.5E 24 3 12 CUSTOMER: POLYGON J -JOIST CALLOUT JB2 BLKG RFPI-20 1 3/4 4 1/2 1 1 3 51 PLAN DATED: 10/8/15 B =BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMIL.HENDERSON DATE: 10/1 3/15 HDR =HERDER(BEAM BELOW JOIST) H1 ITHO 11450-or-ITT4.5 4 BASEMENT B130 =BEAM BY OTHERS FL 1 5-3 4 2 FLOOR SHEET: 1 of 3 PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM— ===== ,II ' quality engineered wood products for today's builder- --,,,... These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. BOL-a° ,kill Chepanswhyhotberecusedigh stoa down n shor port,hepl nt.Usetofthese lasion frboaPacificyother LumberRIGIDLAM•LVL RI GI DRI NY Ii BLOGIC Gom an which retains co ri hts to and ownershi of the lans.Use of these lans b an othe'" Pos'Ts nNo.,eovEe��P`kua TO BEANN�NwBEwNN. P y. py 9 p p p y U r,I�I ' RK BEARIN GOUASN FBoccn product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or m.wwN• _ yea scs,a.n�rcH ROSEBURG,FOREST PNODDCI3' ROSEBURG MAIM PROOUCIS BEAN:Ow .;:.Or BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include '� `� BELON TO POST ABOVE penalties of up to 020,000 per work infringed,and 0100,000 per work infringed willfully. j 14 t R,FPI .JOIST III _ ...... madamsCONTRACTOR NOTES: DES/GN NOTES: °°""`fe` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „„'°,',r'".°'""'s"tl�:1''�'°e0P""'° MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TOMEET LYE LOAD '°' (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-O" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOCKMG PANELS NTH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) N.TS. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS i 2psf DEAD LOAD (DOUBLE) 1 1-7/5 RFPI-20 5 1 9.2"O,C, - - //� (DOUBLE)1 1-1/5 RFPI-20 5 1 9,2"O.G. • SLEEPING AREAS: 0 Illli / ® TH15/5 A PLACEMENT PLAN ONLY 30psf LIVE LOAD viz SEE SHEATHING NAILING ATTACHMENT NOTE ( SEE SHEATHING NAILING ATTACHMENT NOTE This layout is to be used in conjunction with 12psf DEAD LOAD START START Ahitectural/Structural plans.Verify all spar wall blocking placement and connectors ROOFLOAP/NGT FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD B3 ..-_ - R 1 111 J /HERE HERE R 1 B3 ayout prior to any construction. 1 p f DEAD LOAD ''' 71 0151 - i _-5 -T--y't--gym x I'I .B F' y ��r�'7B"~ 11 Ili 1 1I1 -j5 ; : i1 I 11 II fl it 'i Il II i ii R 1 Ii 1,I • lil 111 II, ill 1 1 it I ,1 � • u I iI 11 ..I ii lI ll II (- !I li :; 'I it ! iii :II ': .. CONFORMS TO DESIGN CONCEPT II; .11 I �1 JI SII JI JYII �J+,'1i 1 II R1 R1 .11 41 JI1 .1 �tlI1 4i 1 it .11 l I Y ...1 I 1 J '1 `1� _ I. - tL ' J 1 Jl 1 J 1 d l .i,�1 1 0 CONFORMS TO DESIGN CONCEPT WITH +I /� REVISIONS AS SHOWN 5 5 5 -5 - 11 II I II I I I -J i I 1. .1,u J I' 4,: Jji} -115 0 NON-CONFORMING-REVISE ANDRESUBMIT R1 .15 .13 -13 '� I!' II Ii i f 1" r' Iii . 03 •1= - 43 R1 mr sm OWNS WN BS NEVI..EON SKEAN WSW. � 1 i 11 ! -:-1.-,-- - !!I RE OUT.GOA'CEPT ON,q WEN NOT±1.1.1 Alf i'II 1[1 11 111 J �N: i� - - 111 !I' STEN OF..114311.171'FOR EMUS.MTH Alf II; I' '; !!! ii - VSION DWI.MO SPECNEIURONS 4:OE 11,I..YOE P.NNONNTN J �I �O 4 �' Jai Is I h N 3 li !i OVER ms NW ONanlnc. 11 Il6 ` Ny,neer w:e ID/I312015 ,II 1! 11 III :, li! I,1 I i'II II ii !I I, 11 CT ENGINEERING INC ''.I '1 II' TillI. il, 111 d ii di 11„ idl ii 1 I ii id III I'I I ,, II 1 II II !! ! H II ! II I. E CONFORMS TO DESIGN CONCEPT 1. .1 it j Iii i i i ,iI. II 1 ! CONFORMS TO DESIGN CONCEPT WITH q, II IIIII li I I: "I 111 ! E REVISIONS NOTED IR 1 B2 !I it , !I II il HI III B',2 1 I 1 ❑NON-CONFORMING-REVISE&RESUBMIT I 11 111 11 y II hl 11i1 I it . IuI IITHIS MiDP DPAWNG.5 BEEN REVIE6E0 i013 GENERAL CONF.0.01,CE R1 .—,— .- --,.=•::—_- - 1 i, aNIB 'I R1 - �B"'1---.. .. NFO ALL - ii �'�,..—..:• -...--5.--•---- I - II-I j , 'II M mo, , By Jeremy Jeremy Pfarr Dom 10/16/15 II MILBRANDT ARCHITECTS 1 ! II I I 1 1 ! I 1 I II I ! it I II J�2 1!I )Ti - R J1:.2 ll 1 1 ! ! I �! III R1 R1 .v 11 1 i l4 ,4 Ja J�3 J4 J# J2 JP J2 J�2 J2 J .ip .{2 J2 41p .12 -1'4 J4 Jo J, J. 111 y - I -i--- J 2 • I II I 1 I I 1 iI i, 11 ! 11 1l 11 II 11 1 1 it 'I 1 1! J 1 I !,I 1 ;I L -lB i PORCH r I F 'RI' l „ 1 R 1 PORCH � , IMPORTAN P L I I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I- 1 1-1/5 RFPI-20 5 1.1.2"0.C. - 1 1-1/a RFPI-2o 5 1.1.2"0.C. DETAILS AND I-JOIST INFORMATION PL 1 5—5 4 2(Main) DOUBLE I-JOIST CONNECTION SPECS LEGEND: •� ''� POLYGON PLAN OPTION:SA BASEMENTrd WITH Gut Filler is blocking is not usly atsupported provided both Pack ���� H�-�-HANGER GALLOUT Mrk• Material Width Depth Grade aty cut Lth Tot Lth I-Joists are continuously laterally supported by R 1 05E5 Rim 1 1/8 8 16 128 connection to the sheathing at the top flange.In -SUPPORTING POST 51 RigidLam LVL 3/4 1 7/8 1.5E 2 4 8 addition,the joint in the sheathing shall be positioned & TRUSS 1. COMPANY ® -POST LOAD ABOVE 53 RigidLam LVL 3/4 1 7/8 1.5E 1 6 6 /, over the center one of the two top flanges to assure 53 RigiALam LVL 3/4 1 7/8 1.5E 1 22 22 shear transfer between ween sheathing panels. ie -RIMBOARD J51 BLKG 1.15 LVL 3/4 1 7/8 1.5E 30 3 90 - - --- - 10515 5W ALLEN BLVD BEAVERTON,OREGON 11005 (503)853-1663 .5BLKGRFPI-20 3/4 1 7/8 15 3 45 Flaree.. LB -LVL BLOCKING `J 1-2 RFPI-20 3/4 1 7/8 14 18 252 Sheathing 1.00- BOB' BOB' TSV S,a PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS JO -JOIST BLOCKING J2 RFPI-20 3/4 1 7/8 6 28 168 matt spun° Requirements Mm matt am Ma. mm Mm sin him an CUSTOMER: POLYGON J -JOIST GALLOUT J3 RFPI-20 3/4 1 7/8 34 22 148 z ,r r ,e zN z zN r za J4 RFPI-20 3/4 1 7/8 6 24 144 DBL I-JOIST WITHOUT FILLER CONSTRUCTION PLAN DATED: 10/5/1 5 B -BEAM(FLUSH w/JOIST) J5 RFPI-20 3/4 1 1/8 3 4 12 nr5. z ,a r , r ze r zN r 2A- :., e DESIGNER: KAM/L HENDERSON DATE: 10/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) Accessories OHO-BEAM BY OTHERS HI IMIT 1 1.88-or-ITT 1 1.88 5 PL 1 5-3 4 2 MAIN SHEET:2 of 3