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Plans (29) ,7S27,20/7 -o0i� 1741 5 ' S '� r i LEGEND: / -- I ` "� I Pacific f \______-_- I — ss---�- SANITARY SEWER sc - STORM DRAIN Community 270.6 Design _ _ f �1 -=_.-_ vi—- WATER LINE 272.6-4--„.____,....., .32.2: 2 2 e 12564 SW Main Street g.1' r I i MANHOLE Tigard,OR 97223 „AV: [ — [T]503-941-9484 .-.��' •►•�� I CATCH BASIN -� '278 13.1p' -- k f r-- ��, DATE: 12/01/2016 L 91 I I , STREET LIGHT REVISIONS 1 J--- I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ---r--- 2 7' 11 , i _ CDCXDCDC i 5.3 I ,� __ . I I i I I I EROSION CONTROL - 1 11 ---1__., I STREET SECTION, SEE I; r 1 _ I I, CONSTRUCTION DOCUMENTS 0 I ! I jI I 1 I 119 I 1 �' r I 1-HR FIRE ' r 3,629 SF r' I ' t RATED EAVES �� I •' I ` 'I I I SETBACK SUMMARY BUILDING: 3410.2BD j, 1 I 20 I - 3.00 4�- FF = 288.3 j I 13.00' 11 I FRONT SETBACK: 12' ',I BFF=279.3 �` 1 I SIDE SETBACK: 5' (3 ,' I: STREET SIDE SETBACK: 10' J._ ------- 5-- -- --- I , REAR SETBACK: 15' _se1 I• r _________._— ___.._._ I PORCH SETBACK: 8' -,_ ,_--------- 1-HR FIRE -- 2so --- - � di GARAGE SETBACK: 20' _ RATED EAVES Lo L_-_.--- --2s2- -- ;- GARAGE __ ; i --284 ___ , I __-�______ . 15.24' � -�J--- 1 r • -i 286 ---__ , I ,-- (NI --1 -J11 _______ U --- _-i', PORCH r, ______ , 1----- - I —2o.ao' ,�, - - -� — LOT COVERAGE: o I I ate_ Q i --iii ' b.00' Ilf121------ � — i c, I, li PUE -- --f — � LOT AREA: 3,629 SF - - - i _ = _ RIVER w _ — — — ! �_1, __-__ -- ,� 285.3" I•a N / 1-�- -- ---1 a 28.39' 1 -___---,--,-...-----7--.1_, =---= BUILDING FOOTPRINT: 1,443 SF TERRACE __ `��-` 286.8- ---7\�_ r __ �, .� _.,_..--,-,-*—:=—,---__---`t " s\1, l i 1 - t„ - '_�_ '�- 1-- .WATER METER j, --F.: --1—__._.;r----.N j _ __ _ - � �+ ;� , ,;\• \ , COVERED PORCH: 135 SF NORTHWEST — -_ STORM LATERAL 1 _-}_-- _>;r � � _ I CANTILEVER LIVING SPACE: 0 SF • ----1- --,1--- tI1I ,ti/ -_ , ;,I'_� _ __ �; -_.__ - SANITARY LATERAL I NI o ---Lc'-1/1'---- PNT ) sF- TREE: 2" CAL. \ '� SW SHADOW TRAIL STREET ss1`— co , N 28.00' SKYCOLE ` �• r ._ S ---= ___ i \ DECK AREA: 147 SF' -�-y ! HONEYLOCUST/ -1---i---1 -74,'"` _ �--____ - -_-" .=m- LOT 119 s' w GLEDITSIA `�I _-------1---__-_---_,-„-----------____________ _____________J___, } `� - ` TOTAL COVERAGE: ,/'(,75 SF PLOT PLAN , TRIACANTHOS -------a\_.__17-'--------------'1c--`"`',Ii__.' �^ \;________----r='' '',/,-- ---- °'mu- INERMIS __--�_ I ',\ __� N,- ! -;� 47.5 % i +`� �.__._ ,l'\\I____\______:e ___� --\-„,..L.,-!--..--,-----------.. \ _ IMPERVIOUS AREA: 2,322 SF c71: -;.-7-/ , >2‹.. 1 — [ 'D5 _ , •—•.., ____ ,,..,- - _ _ _, CITY OF TIGARD -- -� III —� ' I �y II I Approved byPI nning Date: _ g i -.-7- 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Initials: Lc PROJECT NO.: 395-037 O� TYPE: CONSTRUCTION c 2 SCALE REVIEWED BY: PRE co LOT 119 (R-7, MEDIUM)0. 10 O — co RIVER TERRACE NORTHWEST Q 17452 SW SHADOW TRAIL STREET 1 INCH=20 FEET z __ — ROSEBURG FRAMING SYSTEM- ======,w„ ,„;n PACIFIC LUMBER COPYRIGHT 2015 qualify engineered wood products For lodav's builder- "0t ",""a"' .rw0......f.: u These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. .,; SOLDBLOCK Acc The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGID`�'1M LVL R GI D R I M ........ I� POSTS FROM ABOVE Company.which retains copyrights to,and ownership of the plans.Use of these plans byan other n,xKa ',) III TO BEARING BELOW. P P P y .e irtronuaou MSTALLSOUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEOURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS 4411111 ', a ST' , PER OETAIL,a.MATCN copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include BEARING AREA OP BLOCK$ Py 9 P 9 99 \j 1 --------- ``, • BELOry TO POST ABOVE penalties of up to$20.000 per work infringed.and 5100,000 per work infringed willfully. ,4 //I11111, 40;"*RFPUJoisr ��0ROSEBURG FOREST PROGUCTS b� =1:7' I�1 _/ I" CONTRACTOR NOTES: DESIGN NOTES: M WAS .,M . et 1)VERIFY'ALL FRAMING CONDITIONS THIS FLOOR SYSTEM .E^'esaar.,a ,n2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,, v,, ra•K,.....,: .a te (UNLESS NOTED OTHERWISE) veal.coaa raWa•MO, EXCEED H LIVE 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP/BLOCKING PANELS r11THBEARING?MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.5. NTS 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all START 9-1/2 RFPI 20 1 6"O.G. '9 1/2 RFPI 20 15 o-G. - START shear wall blocking placement and connectors ROOFLOAD/NG: FRAMING I FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE NN., PATIO I PATIO HERE ayout prior to any construction. 11psf DEAD LOAD f R1 R1 1:! I i I I 1 f-132I� I I III ----ii, -Ei--7-----i¶im2 - —i r-7= 1i1 { I , X ' I j 1 i j I .j J3 45 45 43 1 .3 J3 JB J3 JS.13 Js.15 J3 45. Ja ' I I ® CONFORMS TO DESIGN CONCEPT i i ! I I ' ; II 1 I 1 ❑ CONFORMS TO DESIGN CONCEPT WITH II I I I I h 1 I REVISIONS AS SHOWN �---T r. '.__ '.. ' ' ' I •1_ p - \ - p j i„i, p I. em > -4JR1 ,i._. , 1 ... I -a ❑ NON-CONFORMING-REVISE AND RESUBMIT I I I 1 fl I I I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I l f J11 J'1 11 Jii 1 J1 ...6 .i ,1 J1 1 41 J I J2 J2 J 1 J 1 J 1 .11 ..1 J 1 .,1 -1 ,.'1 -1 1 JI1 J 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 I I R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1i I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I I \,, I ' OVER THIS SHOP DRAWING. J I I 1 11 I By: Arnold R. Solomon Date: October 29. 2015 I I CT ENGINEERING INC I I j I ii 1 , R1 Si 11 I 1 , II JB 1 JEF 1ISI X� CONFORMS TO DESIGN CONCEPT I 1 II ! 1 I 1, /{ I x i1 it I 1 ❑ CONFORMS TO DESIGN CONCEPT WITH II— !82. l I II__ -- 1 r� r r Ii - i, - I-�I-lJ -I I It I i REVISIONS NOTED i 2-2 J J2 J2 .12 V J12 J;2 J2 J2 J2 J2 J2 J2 J2 ❑ NON-CONFORMING-REVISE&RESUBMIT _i+2 J + 1� 1 111 I E3 1 ! I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ! ' I I I ' I i I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ;+ ! i li 11 . FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN LI P iiI 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R 11 i I j I PRIORITY OVER THIS SHOP DRAWING. J4 i J4 1, By Jeremy Pfarr Date 10/16/15 to 6, 1'1 I I; MILBRANDT ARCHITECTS i I I i I I , I' jj I iIf 1 Ji J'2 I I L 1 I- 2 L II� 1 I 1 L—_ IMPOR TAN T! I PORCH PORCH REFERENGE INSTALLATION I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION p soLEGEND: PL 1 5-351(BASEMENT) �\ POLYGON _ 5410.213Df um er ( H }-=HANGER GALLOUT Mrk. Material Width Depth Grade at y I Gut Lth Tot Lth ®/ -SUPPORTING POST J1 RFPI 203/a 9 /2 13 22 286 BASEMENT FLOOR JOIST LAYOUT p& COMPANY J2 RFPI-20 1 3/4 9 1/2 1 1 24 264 SCALE: 1/4"- 1'-0" TRUSS ED =POST LOAD ABOVE J3 RFPI-20 1 3/4 4 1/2 11 10 110 J4 RFPI-20 1 3/4 9 1/2 1 12 12 R RIMBOARD J5 RFPI-20 1 3/4 4 1/2 2 2 4 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 LB =LVL BLOGKING B 1 RigiciLam LVL 1 3/4 9 1/2 1.5E 1 10 10 B2 RigidLam LVL 1 3/4 9 1/2 1.5E6 16 PLAN DESCRIPTION/NUMBER: POLYGON 34 1 0.2 BD J5 =JOIST BLOCKING ,JB1 BLKG RFPI-20 1 3/4 4 1/2 26 3 13 CUSTOMER: POLYGON J -JOIST GALLOUT JB2 ELKS 1.15 LVL 1 3/4 9 1/2 1.5E 22 3 66 PLAN PATER: 1 0/2 1/1 5 R1 053 Rim 1 9 1/2 5 16 SO B -BEAM(FLUSH w/JOIST) HDR -HEADER(SEAM BELOW JOIST) Accessories DESIGNER: KAMIL.HENDERSON DATE: 1 0/28/1 5 H1 I TH0 1 1 950-or-ITT9.5 1 5 1 1 550 =BEAM BY OTHERS PL 1 5-3 5 ? BASEMENT FLOOR SHEET: 1 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"" Lump..ar+.Mr rT+cuuy Huv8 flanku xer .owns.Wa.w.e, - cm,,,..,_:, qua1Ttv engineered wood products for today's builder W./rpm.../%. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. „�P,m ,I,II r•?', SOLDBLOCKALL The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber a s POliesAc MABOVe RIGIDLAM'LVL RIGIDRIM- MPpiu. To BeARIHGBeLo.v. Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other If ' .u.an,,., Nsrou.SQUASH BLOCKS product supplier other than Pacific Lumber Company is . • , PER DETAL 1 d NATGH PP P y strictly prohibited.Unauthorized use or WOSFBURO FOREST oRODUCTS ROSf81MCi FORfS(PROl?UCUS —�_Nip BEARIHGARCAOFBLOLKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include t. -/� `` -/` BeLorI TO POST ABOVE. penalties of up to`620,000 per work infringed,and 5100,000 per work infringed willfully. /11111 4itirk_RFP1 JOIST_ �/ RQSES URG FORFST PRODUCTS �. h �If Or IIIA MAIN FLOOR- JOIST LAYOUT 5GONTRAGTORNOTE : DESIGN NOTES: SCALE: 1/4"- 1'O" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM YVAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR v-gym ..N..--. .e-" (UNLESS NOTED OTHERY`USE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOGKINGPANELS NUN BEARING nALLABOVE POST LOAD TRANSFER DETAIL OF L/480 N.rs. N.rs. (UNLESS NOTED OTHERY`115E) 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf VA D SHEARWALLS 1 2psf DDEAD LLOOAD START START SLEEPINGAREA5: TH/5/5 A PLAGEKENT PLAN ONLY. 3Opsf LIVE LOAD FRAMING\ /FRAMING This layout is to be used in con junction with 12psf DEAD LOAD HERE HERE Architectural/Structural plans.Verify all E) 1 1-1/5 RFPI-2O 8 1 9.2"O.G. (DOUBLE) 1 1-1/8 RFPI-20 4 1 9.2"O.G. shear wall blocking placement and connectors ,ROOPLOAD/NG: 1'-O" J SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII J 1'-0" 'urchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 1 7psf DEAD LOAD -4 B3 R1 R1 B3 .n, R „ �n 1' r 111 �g • .. '� I � ,�w � .Y I W is -- _ " � -. ' J I ! l 1 I If 1 M 1; I ! III I 1 ! ! i I 1 ! I 1 I I I I �1� I 1 I I i 1 I i! I i I 1 ® CONFORMS TO DESIGN CONCEPT II I 1 I I , i I ! 11 i ❑ CONFORMS TO DESIGN CONCEPT WITH II ' I ' 1! i € ' 1 I REVISIONS AS SHOWN II I lI [ i ', I I fl '.11 _t _i 1 1 !1 p t I _t II -1 -1 Jy -h .1 _h it .1 �11 1 1 -'1 _1 �1 11 ,1 .4't 1 J1 11 11 1 1 El NON-CONFORMING—REVISE AND RESUBMIT '� Jr 1 J1 J1 %I Ji J1 Ji J1 - J" li -1'f J1 J'� 1 .I1 . 1 J1 J1 '1 1 ,1 1 1 rI 1 I1 1 J1 J1 11 J1 )1 i I ! I � ! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 R 1' E 1 1 I, I 1 I -1 FABRICATOR WITH THE /VENDOR OFSIGN ERESPOPT NSIBIY LITY TYEFOR S OCONFORMMANCET RELIEVE HP11TH THE II I 1 �lI I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 11 1 I II it I II OVER THIS SHOP DRAWING. 1 i I II I HI II 1 I( i. By: Arnold R. Solomon Date: October 29,2015 li II , i 1 ' i ! CT ENGINEERING INC I I I i , i II I !! ! 1 ! 1 1! Ii I 1 ! I li ji I L t ` As_ 'L I• .J a._.a B- .._. ._..i 1... a t_-a lA ..C,L....a a. I _ - - i'L. --J_435i 1 i. ilL _..1.1—A.1-1.4.,. — -ir R1 R1 -- — - Y II, J- J6 - J- I- J- - J- is , - J6 J6 J6 J6 .-1—. 11 _._. I - it R1 I 7..1 R 1 J - i; J5 J5 R1 11 J1 -11 JI I J1 J B!r I! , I r,2 II I I R1 I R1 �, 13fi T I b1 , , I I i I J4 J4 J4 J4 (I--„1431! E '511 .12 J2 ,2 I l 1 = 1_ TI s.i H 1' D” -D-,_-031,,_. .I Jt 1'-O" PORCH PORCHREFERENGE INSTALLATION 12 12" GUIDE FOR ALL FRAMING START1 1-1/5 RFPI-2O 4 1 9.2"O.G. 1 1-1/8 RFPI-20 8 1 9.2"O.G. START DETAILS AND I-.1OI5T INFORMATION FRAMING i FRAMING HERE HERE �^ PL 1 5-35"1(MAIN) LEGEND: POLYGON 3410.2 BD Mrk a Material width vepth Grade qty cut Lth Tot Lth DOUBLE I-JOIST CONNECTION SPECS //—,�� r1 ---HANGER GALLOUT 81 RigidLam LVL 1 3/4 11 7/8 1.5E 1 4 4 ��-1-4—lib' � �� �/ B2 RigidLam LVL 1 3/4 ii 7/8 1.5E 1 6 6 Filler blocking is not structurally required provided both ® B3 RigidLam LVL 1 3/4 11 7/8 1.5E 1 20 20 -SUPPORTING POST B4 BIG BEAM s 1/2 111/e 2.,E e e I Joists are continuously laterally supported by PCOMPANY 55 BIG BEAM 5 1/2 11 1/8 2.1E 1 16 16 connection to the sheathing at the top flange.In & TRUSS ED -POST LOAD ABOVE 56 RigidLam 3 1/2 11 1/8 2.0E 1 10 10 addition,the joint in the sheathing shall be positioned R -RIMBOARD 01 RFP 20 1 3/4 11 7 e 45 20 900 over the center of one of the two top flanges to assure 1 05 1 5 Sri ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9563 LB -LVL BLOCKING J2 RFPI-20 1 3/4 11 1/8 2 14 28shear transfer between sheathing panels. 03 RFPI-20 1 3/4 11 1/8 1 20 28 PLAN DESCRIPTION/NUMBER: POLYGON 3410.2 BD JB -JOIST SLOGKING J4 RFPI-2O 1 3/4 11 1/8 2 6 12 / Flangewi4T CUSTOMER: POLYGON J5 RFPI-2O 1 3/4 11 1/8 2 16 32 J -JOIST GALLOUT J6 RFPI-20 1 3/4 11 1/6 13 4 52 sn..mu.y 1-3ie- z,1(18" 2-5/113" z2-, 3-117 PLAN DATED: 1 0/2 1/1 5 � RMI Spon ng JB 1 BLKG 1.15 LVL 1 3/4 11 1/8 1.5E 32 3 96 Repummanh Min Mm Min Max Mn Mu Min Mu Min is, B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) ASSe95or!e5 DBL I-JOIST 1NITHOUT FILLER CONSTRUCTION 8.1 Cox r 18- 7 19- 7 za- 2,1' 2' z< DESIGNER: KAKI L.HENDERSON DATE: 1 0/25/1 5 H1 MIT11.88-or-ITT11.0822 N. ea common. 850 -BEAM BY OTHERS 142 MIr4 1 180 lb` TS 100 Or 7 e 7 8 r za r za 2' za PL 1 5-3 5 7 (MAIN) SHEET:2 of 3 POLYGON 14" OPEN WEB JOIST @ 16" & 19.2" O.C. POLYGON 3410.2 BD PL15-357 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 . START 19.2"O.C.HERE , THIS AREA 16"O.C. - RM1 34-00-00 1"x 14"APA Rim Board 1 1 O' 9 Q 13-01-00 �•m::.:F3 �:a�u,`,i:,a:H 23-06-081;.M.].1•1:11.,1-14.1V.11.11 RM1 24-00-00 1"x 14"APA Rim Board 1 1 �RM1� RM1 12-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 41' TO I ��� z RM1 9-00-00 1"x 14"APA Rim Board 1 1 1T111 AVOID PLUMBING ,I� RM1 3-00-00 1"x 14"APA Rim Board 1 1 H I BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i" IUHIIHIII BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'I Milli 1 I BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p." BK1 10 00 00 1.5 RigidLam LVL 1 3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 0 0 o r, "' BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT =.' LL LL LL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 111 REVISIONS TO DESIGN CONCEPT WITH i N (V N N ; BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN " " BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVI6YED FOR GENERAL CONFORMANCE BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i FABRICATORIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ,�� A BM13 3-00-00 BBO1 1 1 OVER THIS SHOP DRAWING. Il _-- �'�� 13 "� ._! 4�{_I1 ,� 11T�ZZT1 a.3=M' _ By: Arnold R. Solomon Date: October 29, 2D15 �i�(iil:7i�i�i� I� 1BM2� ACCESSORIES QTY ' CT ENGINEERING INCO TH017140-236 1 IIIIIIjIlIIjIIIIIuIII•L 'j1il. m _ © HUCQ1.81/11 3 ': r . 6 1 I. —I 11-111 liiill p Ir I I I I I 1x14 OSB RIM FOR SHEAR BLOCKING 28' __IBM3I C TFL1714 1 Ell CONFORMS TO DESIGN CONCEPTij CONFORMS TO DESIGN CONCEPT WITH i /r ;I ❑ REVISIONS NOTED 1 O BK1=BLOCKING FLOOR LOADING ❑ NON-CONFORMING—REVISE&RESUBMIT •• OD O CO RM1=RIM BOARD 40 LL 15 DL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 0 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. LL 11 Mill B P05T TRANSFER BLOCKING Ii AND SHEAR BLOCKING REQUIREMENTS. By Jeremy Pfau Date 10/16/15 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN MILBRANDT ARCHITECTS a in° .2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. co o t I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I LL Oil , L)., 21111 I I I �� N Iii "-( ' I 'o 0 co mam IBM7I-- BM9 _ q v _ — •OR PLUMBING III-II!_`I-I1 wir DO NOT: Loosen, remove,cut or notch any part of the open web joist. PaciMLumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 CD 10 m r r W ZW 0 "O = > `m _ - m ci m di o 52-5' n y - om O so moo N Z r 10' 2' E; CD ` 3'-5" 0 ° I I co I Ili rnx , . I I I I I I 1 O 0 m m r \ a o5 m II ' v a 001 C N, , cn m rn o . D c ' V = OWOM o1 r �' w Iv N m i –I— = ti - .�--4 t .( / 1 t .r� ' 0) n 2 th ^3 ii3 ^ . c. N S a o oomo , 1 1 - -. al : ' tu C 6. < cn�6�cn� o mo — O m0 -,__,m,,, a EE mmm ,,zzm0cn- r �; mmwTm0-zwmr - O �DZn°r°m6rTior 2. m D ,Zm --,--Immr-Zig 1 \ su -1-ommoz000co0 ommO73mz°cnrz< nZ72 =IDm D,Dr- •• ' 5. zo<omzzoCm-0mo 6 ` cp OZa C2Cmi12'7] J cr �1-7o0 -I .i0 • - ' o , Vt 0 Z�, C i:1 z How cn i . ' 0 I n r CD i \\\: "\\\\44 .\: 3 crN ..1). IrligtiAmk., , = TOI hi' 1 co V___--- 0 13-0' 39 .5' 15<1CONFORMS TO DESIGN CONCEPT r= o CONFORMS TO DESIGN CONCEPT Wr-H 0 in 3 § i XO CONFORMS TO DESIGN CONCEPT NON-CONFORMING - REVISE AND RESUBMIT I=ICONFORMS TO DESIGN CONCEPT WITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 13 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE X011111 -4 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE c El-p y NON-CONFORMING–REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY > 11111:1/ 3 OVER THIS SHOP DRAWING. Z P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE c WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By: Arnold R. Solomon Date: October 28, 2015 -'E FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN cn DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS /frt/S 72 7--15 (.St2J1 c71-(51--sw 5k2- ufr . .. ............. ............ ............... ........ . LEGEND: r I ss SANITARY SEWER Pa-.i 11c ` I STORM DRAIN- • 1 in-t 1 ' 270.6 Desiim 32.2' 1 w WATER LINE 272.6 B.A. 12564 SW Main Street L_ �i' ��� ; t Q • MANHOLE Tigard.OR 97223 --`� - "� +i•'�-•.+�• `• E ,' m 503-941-9484 278 13 0' -��-- - M,'�. ' ` , ■ CATCH BASIN DATE: 08/22/2017 __.L �� STREET LIGHT 1 J � k � _ � a.:.i _ s — REVISIONS --- 1 STRAW WATTLE PERIMETER No. DATE DESCRIPTION25.3TI _ I t I I' l `I - 41 - 1 EROSION CONTROL 11 110 I STREET SECTION, SEE 1 ;t r 1 I CONSTRUCTION DOCUMENTS c %� I , I L 1 h i r 119 II 1 1 h1 I I CO H 11-HR FIRE `, I I 3,629 SF �I 1 1 I I VICV I I RATED EAVES I BUILDING: 3410.2BD .� ; 120 ( I _ o� SETBACK SUMMARY III 3.00' FF = 288.3 f I€ {3.0J' I FRONT SETBACK: 12' 1 II ! BFF=279.3 kl I SIDE SETBACK: 5' I Ia. - ;I - � STREET SIDE SETBACK: 10' c 118 1 h -� I REAR SETBACK: 15' i r _____-- - - PORCH SETBACK: 8' E.0 1 I - _..... 280 1-hR FIRE } I I GARAGE SETBACK: 20' o I 282 —',—GARAGE _.�� Is I.-.RAl_ED EAVES �. __ j "' __i_ -284..._.. --- e--..._ __ 115.24' 1 ,� -- - r L -5 i - -- 286 -----4_ T _ -, II: 1 J: CT) ri F-- L —-�It r __'' PORCH 111' II I I 11 I -- 20.00' `� ---- - ____--7-_____ri ____L-4LOT COVERAGE: 0. , 6.00 I` "r-_ I - !1I '._5.i PUE --L____ t___--- � ,I —� 1 LOT AREA: 3629SF\I -- -- RIVER LL1LLJ 11 285.3 1 . -_1_,,--,..-_-....- f --tc -p 8.39' L�- --,,„ BUILDING FOOTPRINT: 1,443 SF TERRACE tT T i t 286.8_ �� _ —_---"C- ------ .,,,,..--7, `'I_ 1 -L--- - 1-, f, —__ - - -- / WATER METER ,a-,='Ni - ^ / — I COVERED PORCH: 135 SF ___-- __ S� _ ^-- --"\--/--- _ -__ = NORTHWEST / II = - _T _---- tA STORM LATERAL _ ` • IEWALK 'I w-i---r \ _ 0 j CANTILEVER LIVING SPACE: 0 SF i ,„,_-_---1-z ; . Ci -` SANITARY LATERAL i 1. o -- \ PLANT (1) STREET t--a5 ;` COVERED PATIO: 0 SF 0. :� _ es-- h- TREE: 2" CAL. SW SHADOW TRAIL STREET /� SS ' -� 28.00' SKYCOLE j ', .- S __,_:_____\___.---, I DECK AREA: 147 SF o I ;� HONEYLOCUST/ �5 -�~-�;1 N4 _ ___ '.` LOT 119 B SS w GLEDITSIA I r ----- •i j TOTAL COVERAGE: 1,725 SF PLOT PLAN • t r M ( TRIACANTHOS _ r --- ! ;i 1: I �' -} I N ERMI S �'t ___`�-e, i 1 1' .. N .__z, 47.5 % L _ ea.go......."........ ."' Tt l �. •i ', I I ,� .- IMPERVIOUS AREA: 2,322 SF a '` � - - - - - - — I r- — --it,----:-7-_:7__ I U — - -- — i ' I ! I{- CD - r I '1 I I I _ -- r 6 , -- r\ I 1 i 'I L �I , H EII � ii c 2 RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD PROJECT NO.: 395-037 O 2S 1 W6 Approved by Planning TYPE: CONSTRUCTION r) SCALE REVIEWED BY: PRE LOT 119 (R-7, MEDIUM) Date: b / 2 q j v7 1O 20 RIVER TERRACE NORTHWEST Initials: Vel 17452 SW SHADOW TRAIL STREET 1INCH=20 FEET