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Plans (102) 44 -Gl 6 G07 (0 , 17 dw/i /� V-- LEGEND: l[ 1 278.1 280. _ SANITARY SEWER Paci tic ss .; ry 2842 g Community `� - — - ;°—r — —280 282— — SDSTORM DRAIN Design -- yr WATER LINE De N MANHOLE 12Tigard,OR 197223et II — —19.39' - [T]503-941-9484 C I; 26.88' I CATCH BASIN DATE: 10/03/2016 II I STREET LIGHT REVISIONS �� M r° --I 1 �° - , l' STRAW WATTLE PERIMETER NO. DATE DESCRIPTIONE�IION I 1 1 I I r 1 L r EROSION CONTROL J I ; ; STREET SECTION, SEE 1 �� , 0 CONSTRUCTION DOCUMENTS I 3.00' --4r l 109 _73.00 3.00' 3,600 SF o I I BUILDING: 3413DR ' of 11 IP SETBACK SUMMARY 108 ;I FF= 280.4 FRONT SETBACK: 12' ' I I M i II 0 , 1 o SIDE SETBACK: 5' ' ' N ' !III N N STREET SIDE SETBACK: 10' City of Tigard I ' E I 1• , 1 REAR SETBACK: 15 1-HR FIRE l ' i GARAGE Approved Plans RATED EAVES : 10 4.mRATEDIEAVES RE PORCH SETBACK: 8' 5 1j GARAGE SETBACK: 20' i El 9 I 1 j v ---u-- 1 PORCH L ' I1 i� ___L__,, s—. — I —6.00' ISI., 'I I1 , 00 20. ' PUE i .: 276.9 16.07' -- 12.38'- - - - - -- — 278 — LOT COVERAGE: L_ co �, __ LOT AREA: 3,600 SF c‘i /1„c),w \\4---1-1 ,1 ' SIDEWALK , p RIVER w N f BUILDING FOOTPRINT: 1,469 SF �� ' SANITARY LATERAL, ,i , TERRACE WATER METER I s I— ss, o. ' '1 ; ' ----I5 COVERED PORCH: 114 SF o PLANT (1) STREET NORTHWEST IP, STORM LATERAL 28.00' TREE: 2" CAL. • . t SD SD - KATSURA TREE/ SI CANTILEVER LIVING SPACE: 0 SF Lo CERCIDIPHYLLUM f-- COVERED PATIO: 114 SF cy, SW AMELIA STREET w "' JAPONICA ONICA `� \.-1 ' ` \\, 1 ;-,... r, ,- '7 DECK AREA: 0 SF r GE j LOT 109 — N TOTAL COVERAGE: 1,697 SF ,l 1 , , PLOT PLAN / , �' 1 , N 471 % IMPERVIOUS AREA: 2,151 SF O E v om c 2 RIVER TERRACE NORTHWEST (503) 221 -1920 (ii) CITv` g; TSCA? PROJECT NO.: 395-037 2 S 1 W 6 ' I I T {jf TYPE: CONSTRUCTION `g �,� d„l`;i '_' �`ra.21:7:'i g REVIEWED BY: PRE 9' LOT 109 (R-7, MEDIUM) D ,� 0 SCALE100 RIVER TERRACE NORTHWEST G ti° �� 5 1�1#{CS S• �- 1INCH=20 FEET z 17387 SW AMELIA STREET 6X6 6X6 i___ 6x12 HDR __ U W (n N O h N CID LL k- 0a i i', (P3 4\ 8\ 1../ ( P3 STHD14 \S9'()/ P3 4X10 HDR (2)2X1(7 HPR 1_ Z1I.Q -I0 STH 144 _�- 2x LEDGEQST-ID 4 ----- B-- - --I (2)KING STPDS II,-' , \�� I 1 (== -__�� � I W/ TRI S1TUD Ir 1I I 111 I I EACH SIRE D. i -- =-J 1 I, l II I 4 ` --�' Plan 3413 UPPE MAIN LEVEL SHEAR WALLS R LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r 1-, Q. _ L., Patio ` 3r-0" x 7'-10" x 7'-111/2" to I Oa I w E I I I II I 6-0 510 F 2-66 5-17 SH � I I 6-0 5-0 SL I `1.131 I 'O I 1 I I .L ♦ • F-- 12\ / D2J ` I I ° /Plan 3413 MAIN LEVEL PLAN 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT / 0. 83/i 6x6 PT POT--N 11 "*co _ 6 P; POST I r L ------116 A THICKENED I __ D2 SLAB EDGE T w w w 0 G. 31/2" CONC. SLAB co X10\ g\ -O'-5" a o w 6.o/ Go3S1.2/ z 0 CVo çP3) .m STHDI I 1 ..),.. f �STHD14 I \ ----- I-113/4" -1_T_I 3&4 L J l , —• I D1 i w I I I I `-2%a" I a I I Plan 3413 ... s-- FOUNDATION PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = V-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. f-7 C 72,E - '--9 o 2781 ; LEGEND: 276.2 ( . Pacific k .:. 28 284 ifloio P Sc SANITARY SEW ER -�z78'8c� � STORM DRAIN Community 0' 11.2' i i _ DcSlbll k. j ^ w -- WATER LINE I N 12564 SW Main Street C MANHOLE Tigard,OR 97223 CATCH BASIN [T]503-941-9484 _ - i7.55'_ DATE: 10/03/2016 STREET LIGHT �� I i $ REVISIONS STRAW WATTLE PERIMETER F NO. DATE DESCRIPTION I ' r EROSION CONTROL 1 - STREET SECTION, SEE +. I CONSTRUCTION DOCUMENTS I 1 1 . I108 !-+-- 3.00' . _ c-4 i 3,600 SF 1 Q SETBACK SUMMARY j107 BUILDING: 3410A 109 _ FF = 276.4 FRONT SETBACK: 12 SIDE SETBACK: 5' I00 ; P-4 I 1 N STREET SIDE SETBACK: 10' 1-HR FIRE I 10 GARAGE , � 1-HR FIRE REAR SETBACK: 15' CD RATED EAVES I I RATED EAVES PORCH SETBACK: 8' Y 11 I ( GARAGE SETBACK: 20' — - -- 1� 9 —PORC 1— ----- o II II E I I I I 0 II 3 I+ II _ I ��o X5.00' _ —1 1 A 20.00' I PUE o _ e 274.9 1 — — 16.02' 15_53' _ 7 - , - y 1 I 276.9 _ LOT COVERAGE: o A. [ - , 21.0' i �, �+� 4' .1 LOT AREA: 3,600 SF Lu . ;• r '/10 . v ," SIDEWALK RIVER - —` - %'l „„,,v___ ,. - ha .. . W BUILDING FOOTPRINT: 1,443 SF (3) SANITARY LATERAL f. . '" � TERRACE , WATER METER -0 STORM LATERAL=, __-.- S - cc -b-:-:E — „ COVERED PORCH: 55 SF o PLANT (1) STREET / NORTHWEST 0 28.00' TREE: 2" CAL. O B CANTILEVER LIVING SPACE: 0 SF \- SD KATSURA TREE/ ▪ CERCIDIPHYLLUM COVERED PATIO: 0 SF - �'Q SW AMELIA STREET , • - JAPONICA DECK AREA: 0 SF ,may - --- Y • � ��� LOT 108 co ��- y, _— ' H TOTAL COVERAGE: 1,498 SF PLOT PLAN u_ _�__. --1"-1 l I I : \ � � ; 1 i I t �� (L12 �w.L__ = ;�'— r __ — — 41.6 % o r — - IMPERVIOUS AREA: 2,138 SF — - --� ( - O — a. 5 E .5 V c CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 0 Approved by Planning 0 2S 1 Ws Date: i'- �c.Q / PROJECTP : NO.: 395-03N O l.G JIV TYPE: CONSTRUCTION CO LOT 108 (R-7, MEDIUM) initials: ° SCALE ° REVIEWED BY: PRE La a co RIVER TERRACE NORTHWEST” Z 17403 SW AMELIA STREET 11"�"=2°FEET PACIFICLIJMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM- u,,,-"w;^"_ quality engineered wood products for lodav s builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GID LAM LVL RI GI DRi M" ' j„^;,, ,Ip II �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other Z-, eosrs.eoH A ALL ...ron ro ee«aixe ee�on. 1 =,=pro�.,� iusruLAIL Id,BLOCKS ,IV, ' .mow _ reevero POS.ABOV product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or apsrieun�a sppttrvaoauC�s ROSEBURG fOatsrpepnuers G copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include '� `` se�ov ro POST ABOVE. penalties of up to$20,000 per work infringed,and 100,000 per work infringed willfully. i -� lip! RFPI-JolsT lOr - ^,_ /�= CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �-. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR `717:Z72.,:.: 3=*"`"'''' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS WITH BEARMG WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD T141515 A PLACEMENT PLAN ONLY SLEEPING AREAS: 30p5f LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: I- P, chaser responsible for approving this 25psf LIVE LOAD I II -gout prior to any construction. 1 1psf DEAD LOAD IPATIO 1 PATIO' R1 I -�tj _ R1I R1 1 O'-3-----__-1, 1 O'-6" I. 13.-3" - 1 3'-3" 1 O'-6 - -- 1 0'-3" -- —-- -- ------ -- -- — ---- J3 -_1--- --------- - di J3-- ---- ------- — ii it ------- – m:l ------ IT — J3 R.1._,..___ .J;;•11 Jr;1 J,,1 4.1 --------------- II ---- - J3 ----- -- - — -- --. --Il .-.— — NIII — _, _ 1MEI -- ------- --- I 111: 17 0. c _____,..,t,„, i – a --- "121 R 1 ------ a --- ---N - — U ® – — 4 --15-- 1 4� A_.. 0 Ja JO 0 151 I II R1 N IL IL K J2 t2 I ll I IC ' J211 J2 Ii I 0- a J. I; - F 1 1 I I-- J2 -- ��511 —= = J2 -- I START �. -_- ___ _ - FRAMING - -- � .I I�_ _ ''� START I= _ PORCH PORG �'' FRAMING HERE I�; _ VII HERE I -FMI r '.. IMPORTANT,/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-354 (MAIN) V END: POLYGON POLYGON 34 10 A(NEW) pacifi umber HLHANGER GALLOUT Mrk u Material Width Depth Grade Qty Cut Lth Tot Lth I- JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 r. ® -SUPPORTING POST R1 O5B Rim 1 9 1/2 10 16 160 - O[p TRUSS R 1 SS COMPANY ® J1 RFPI-20 1 3/4 9 1/2 5 6 30 �C V .7 w7 -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 163 MAIN FLOOR JOIST LAYOUT • R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 lb 34 544 SCALE: 1/4"- 1'-O" 105 1 5 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)658-4663 LB -LVL BLOCKING J4 RFPI-20 1 3/4 9 1/2 2 2 4 JB -JOIST BLOCKING JS RFPI-20 1 3/4 9 1/2 1 1 2 1 2 PLAN DESCRIPTION/NUMBER: POLYGON 34 10 A (NEW) J6 RFPI-20 1 3/4 9 1/2 1 22 22 CUSTOMER: POLYGON J -JOIST CALLOUT 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 PLAN DATED: 10/21/15 B -BEAM(FLUSH w/JOIST) NDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAMIL.NENDER5ON DATE: 10/21/15 BBO-BEAM BY OTHERS H1 ITHO 11950-or-ITT9.5 5 FL 1 5—3 5 4 (MAIN) SHEET: 1 of 2 4 POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410 A PL15-354 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 O,START 19.2"O.C.HERE >, B THIS AREA 16'O.C. RM1 24-00-00 1"x 14"APA Rim Board 1 1 4 23-06.09 MOVE JOIST FOR HGR CONNECTION O.' 4/ 13-01-00`AOVEJOISTFORPLUMBING RM1 12-00-00 1"x 14"APA Rim Board 1 1 k IRM1I RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4" TO e a RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING I BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 :,� BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 H BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 y 1— 1� r 1� ICO M rJ CO n 2 2 2 '2 20 . o �0.o BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 'o 'CV o Io BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL :LL " IJ. u. BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-1/2 X 16 BIG BEAM 1 1 m, BM6 21-00-00 7 X 18 BIG BEAM 1 1 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 QA 0 BM13 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 13 I U __� -1 - 5.2-i-141 ' m-110 10 0 lr. IBM-4 ACCESSORIES QTY - m Q TH017140-2 36��IN� 11_RM1 m O- © HUCQ1.81/11 3 Y�.� , . s..a= 1 6.11-..8 1�� ��� c � 1x14 OSB RIM FOR SHEAR BLOCKING 28' si jBM3 li„i -�-n-a- A— ! 113M11 © TFL1714 1 EC ./ J 115 BK1=BLOCKING FLOOR I OADINf RM1=RIM BOARD 40 LL co co co CO OD CO 15 DL ' IBM3] REFER TO STRUCTURAL PLAN FOR ADDITIONAL pill! POST TRANSFER BLOCKING LL 1 pill AND SHEAR BLOCKING REQUIREMENTS. 1 B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN to 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I LL m FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 4 II RM1 In 1II, N ®g PN �I .1 B - 4 m /Q soil __ IBM7I — _ �M9 �..L Mho - m V OVE JOIST , `- OR PLATING III !I ` II `III __�_ DO NOT: Loosen,remove,cut or notch any part of the open web joist. PacitS umber JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36" SHEET & TRUSCOMPANY SHEET 2 OF 2 34'-0' SHEET Cl-CT GABLES -r • 0,0 b 19 1:1S i a CO g pis A / \ T.11 10042 14:2 INUI lop oaw free • g:12 :'* 1 • i iv ( \ s B1 1L 2-1 _ - - T-8' A2 (4)� t' NOON KIND �-V Al NA ADJUST l 14'-9' ADJUST V6E1fA,Ali 11'-6' -ii- 81-8'34'-0'" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE. ABOVE PLAN PROVIDED FOR TRUSS POLYGON 10/26/15 PLACEMENT O R ° USSCALCUL CALCULATIONS NLY REFERD ENGINEERED STRUCTURAL 11 A PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3410-A 10-22-15 REVISED PLAIRESPONSI ENG NEER OFDR CORD MI u er PLAN: RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 3410 / A NH KD CHECKED BYDESIGNER/ENGINEER OF RECORD TO : REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. & d 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.