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Plans (110) ��r , 5T7oIG -0o5-.JZ I7�7 5 i v---A r/' ` r 1 I I° o LEGEND: ./" �. { I Pacific ----Is I _ = sS-- SANITARY SEWER J— —_,[01 ( — — I SD STORM DRAIN Community 1 _ Dcs1 n .. _ _ _ — — 1 4, , —W — WATER LINE 12564 SW Main Street 269.5 N 270 3 t„ u'„r F"; ',. -..�� Q MANHOLE Tigard,OR 97223 — - -== ITJ 503-941-9484 274 40.1' CATCH BASIN .. : °;,270 E 272 __ -- -- -- �{ DATE: 10/03/2016 I� STREET LIGHT = REVISIONS 1 STRAW WATTLE PERIMETER - NO. DATE DESCRIPTION j 118.77— — — I EROSION CONTROL Filo — 126.11 ' — -- — o, I STREET SECTION, SEE I 1 © CONSTRUCTION DOCUMENTS L 1 _J 1-HR FIRE I i� . I 1 =I �, ., e RATED EAVES 4� i SETBACK SUMMARY 0 1-HR FIRE ; FRONT SETBACK: 12' 103 I1 104 ', I : RATED EAVES SIDE SETBACK: 5' II 3,605 SF . I i --4.---' * 05 i STREET SIDE SETBACK: 10' BUILDING: 3413A 0 I 3.00' — REAR SETBACK: 15' FF= 270.3 1 ; _ PORCH SETBACK: 8' Ti 11 o i GARAGE SETBACK: 20' E I- 3.00' —,—•�— '0 I 1 ��e, , _ ,�,� s I;� GARAGE + h. O + I�/ / 4J I 1 csi i�/�Ii�s��" •r 3 1 H r :5 ......................o I ' ♦� PORCH _6.pp _ LOT COVERAGE: ”c‘i Ie 20.00' 15.18' LOT AREA: 3,605 SF- A-----_ 268.4 � —i_:_______\_ — I _ 3.18' — RIVER T,2 "" 1 BUILDING FOOTPRINT: 69 SF�, I — TERRACE -° = 268 9 COVERED PORCH: 88 SFN _ NOR WEST O11 ___________:_i_ NORTHWEST 0 1 _ — � _ — 1-—,y�, — �_1 _ SIDEWALK CANTILEVER LIVING SPACE: 0 SF • I ss WATER METER ; a SANITARY LATERAL - --- }..... 1''1 ' / COVERED PATIO: 111 SF c, — ` 1 PLANT (2) STREET SW AMELIA STREET _.1._ TREE: 2" CAL. - SD — DECK AREA: 0 SF �, 28.00' STORM LATERAL SD--- 1 KATSURA TREE/ LOT 104 b S4 X68 CERCIDIPHYLLUM w TOTAL COVERAGE: 1,668 SF PLOT PLAN co --_-� JAPONICA -- T ll 'j __ — _ !!w '-'-'71'' 46.3 % • .- IMPERVIOUS AREA: 2,190 SF 2 ,1 -6 • I .,, ' -z- ------\--r-L- -----L----c---77----[: \ ' —a 1 - - - -1 I — — o CISF TIGRIS 2 RIVER TERRACE NORTHWEST (503) 221 -1920 (i) PROJECT NO.: 395-037 TYPE CONSTRUCTION „ Appr��e Planning Dj Q, 2-2-t l SCALE CO , LOT 104 (R-7, MEDIUM) - —� REVIEWED BY: PRE 10 20 RIVER TERRACE NORTHWEST 0 IIIIs' Z 17479 SW AMELIA STREET 1INCH=20 FEET f„1 6X6 6X6. I- ......, f___ _ _ 6x12 HDR __1_ 1_ ..,_-=—F cI) W C• v) O 4.”. cc N 0 O I— co Q 1 O P3�/8\ 1.,CJ1.2 /4\\ /STHD14 \S9.0/ (P3)4X10 HDR (2)2X1 DQ1_ ZHQ ,pIP. STH 14 I2x LEDQE 3-- -ITST-ID-- 4 -,--------- .., .. —_-1 (2)KING STUDS jl . 1+ Tr —_ ====1� i I W/ TRIM STUD �� �� I I it 1 1 1 EACH SIDE I . I --__I 11 1� 1 4 L___J Plan 3413 UPPMAIN LEVEL SHEAR WALLS ER LEVEL FLOOR FRAMING Cj 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio c2 16 PATIO WIDTH VARIES PER LOT D2 i r -, Er , LI w 18 Patio 34'-0" 7'-10" 7'-111/2" Zo i 4'-9" t w it 1 Q +6-0 510 F216 5-IC SH I Q--� 6-0 5-0 SL 4lL"1' t _O I I ♦ ♦ I 12) I CO I . D1 2 3 i \ Plan 3413 , MAIN LEVEL PLAN 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT 8�f3/" t. 6x6 PT \ T- : ,6x; P` POST I r---1 16 THICKENED L.I __ D2 SLAB EDGE 1 a. Lu Lu m 31" CONC. SLAB co cn ° /sTHD14\ S \S6•% �� P3 > O N I / • 1// I �. �STHD14� 1 �STHD1�I j 1 i -113/x" Z-i--T 3&4 Z fT1 - n1 i W I 1 —2�/4" I Q I _ I s I Plan 3413 . 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" = 1'-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. ,47.5—,207‘, — 0,9_5—.5„2..._ I ° LEGEND: --.. i � rF --- = r 1 I I = ' I _ -- — --� s SANITARY SEWER Pacific — — -- .,:ii._ I _ community — '->1 STORM DRAIN > cr E _�€.J — -- � WATER LINE � b P • 269.5 1,:,"1 270.3 - 1 � � �,,,�„__-,.--- MANHOLE 125641 so SW Main Street Ili 36 i �X i -- IT�503-941-9484 � Tigard,OR 97223 rw" 274 CATCH BASIN Flu" � 270 d 272 _ - ----- DATE: 10/03/2016 1 II 40.1 - 'u STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION _ I — EROSION CONTROL 111r-- - - 26.11' — I I STREET SECTION, SEE : 0 CONSTRUCTION DOCUMENTS ', I/ ; I 1-HR FIRE ; IS r • i I I I RATED EAVES I j 0 �� _ SETBACK SUMMARY I IP I 1-HR FIRE ; FRONT SETBACK: 12' ' 103i II 104 ' I I RATED EAVES I SIDE SETBACK: 5' 11 3,605 SF —. ;, 3.00' €)5 i STREET SIDE SETBACK: 10 BUILDING: 3413A r : -I I REAR SETBACK: 15' ll FF= 270.3 i i PORCH SETBACK: 8' E i ;7. • I i GARAGE SETBACK: 20' a 3.00' I I II '0 I : I I .e : GARAGE ! ' 1 o Il, If; i• J —___ J f r i .,___ , o I 11 —f is I , LOT COVERAGE: o i: 7 1 I I _ 6.00' ' N — 268.4 co 20.00' 15.18'_ — Ls — — LOT AREA: 3,605 SF I1 — -13.18' — N 1 — OR 1 BUILDING FOOTPRINT1,469 SF 1 ,�i=i �- V. — TERRACE -0 " \ I ' —• - -- -- — ' COVERED PORCH:268 9 C : 88 SF NORTHWEST V. . \ ' i�, .. _ =;- --- —I`__" ' SIDEWALK O �" -__ CANTILEVER LIVING SPACE: 0 SF co ----t sss __ WATER METER;, SANITARY LATERAL L� ---- ; r, LA i COVERED PATIO: 0 SF M PLANT (2) STREET / SW AMELIA STREET TREE: 2" CAL. SD --`; DECK AREA: 0 SF 7 28.00' STORM LATERAL �_------- SD ----_ , ; KATSURA TREE/ LOT 104 o — '` ' \1.) ) \ CERCIDIPHYLLUM ____. TOTAL COVERAGE: 1,557 SF PLOT PLAN 2 B -0, \- - , _ __ __ .`w 1-1- JAPONICA P aelm ..„ _ 43.2 % _,==-, .--,,-, N ,,_ , ._ N .... . 1y , - A ,7„.- , _ , - IMPERVIOUS AREA: 2,178 SF o -- ..- , ____L ___ i T., 11...„._ \\N, L___„_______/,_ _ c CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved, µis Planning (;) a PROJECT NO.: 395-037 P 2S1W6 Date: iitto�ltio TYPE: CONSTRUCTION h. SCALE REVIEWED BY: PRE C,) LOT 104 (R-7, MEDIUM) Initials: Gc - 0 10 20 os cn RIVER TERRACE NORTHWEST Z 17479 SW AMELIA STREET 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" W•� quality engineered wood products for fodav's builder- 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ��aw, ". ,, ,II II ��i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI a LAM"LVL RIGI SRI M" souv e�ocK a.� r"""ee.;�.a..�a PO BE FROM neve Company,which retains copyrights to and ownershi of theplans.Use of theseplans byanyother ,.,,ax ��.S Tsrc.s.BEARING P y. P max . , ua iLSOu g%9iucs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or aosesasesotresrwoouerl aoueuto toNesrtaoaucrs 41111 .,..«, .. ` Pee Oern��,e.Hnrc« copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ------- eeAeiwnaen or e�ocR;s Py 9 P 9 99 \� i BELOW TO POST ABOVE. penalties of up to s20,000 per work Infringed,and$100,000 per work Infringed willfully. �IIl 40PN RFPI+JOIST -r, 41' It CONTRACTOR NOTES: DE516N NOTES: sa,".•,. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS . .,q�.Twow"�rw,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .��l dam F!r tee,.•„-- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP1.SLoch5G PANELS WITH BEARINS%ALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 Nrs. NTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VA OD 1 2DD SHEARINALL5 1 psf DEAD LOAD I- TH/5/5 A PLACEMENT PLAN ONLY. wopsf LIVE LOAD AS: 30p5f LIVE LO This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROO1.LOAD/N6: PATIO --- 1--- PATIO urchaserresponsible for approving this 25psf LIVE LOAD Ij layoutuprior to any construction. 1 7psf DEAD LOAD I I I I - I I I R1 , R1 I I I R1 1 O'-3" • 10'-6" 'i 13.-5" - ..' 34'-0" h � - -. JJ3—I --- — I- - — k -- --- 2. 2 I ____________________--- — __ li .11 J2 -- - Ja ('� FL 1 5-400(MAIN) 'I J2 I -I J2 POLYGON 3413 ABD(NEIN) Mrk* Material Width Depth &rade ON Gut Lth Tot Lth II '12 ',I - ill JB1 ELKGRFPI-20 3/4 1/2 20 3 60 R,1 .J11 J"i1 -_-- --- J',-1 -I°I 21 R1 055 Rim 1/2 9 15 144 .11 RFP1-20 3/4 1/2 12 14 165 - i.1Pr _ J2 KEPI-20 3/4 1/2 15 34 544 .11 J3 RFPI-20 3/4 1/2 5 6 30 - Ia - - - _---- -- 1 - J4 RFPI-20 3/4 1/2 2 2 4 J5 RFPI-20 3/4 1/2 1 32 32 - J2 A 61 RlgidLam LVL 3/4 1/2 1.5E 3 14 42 11. J2 .I --__ 52 BIG BEAM 3 1/2 1/2 2.1E 1 6 6 'I, J? V J _ �I Accessories , . O O - I• H1 ITH01/450-or-ITT9.5 5 I. I e .. 7 0:J1 It ry - J1— c J1 - - R- J1 Ji R' Jam- — _ ,- J1 J1 J1 J1 J ----:�8 -- 2-----1 JB 1 JO 1 I I JO .. -IS I I - IMPORTANT./ REFERENCE INSTALLATION START START GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH i HERE HERE i PORCH ' LEGEND: Pati umber 0._._HANGER GALLOUT ® -SUPPORTING POST & TR U S SC O M P A N Y ® -POST LOAD ABOVE R -RIMBOARD 10515514 ALLEN BLVD BEAVERTON.OREGON 47005 (503)353-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 34 1 3 ABD(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH u.)/JOIST) DESIGNER: KAM/L.HENDERSON DATE: 1 1/21/1 5 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" 5-400 (MAIN) SHEET: 1 of 2 POLYGON 3413 A(NEW) 14"OPEN WEB JOIST @ 19.2"O.C. PL15-398 UPPER 11/27/2015 CJI TO 4 0 Products PIotID Length Product Plies Net Qty 9 4 s-0B-0o START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 ����� �� RM1 34-00-00 1"x 14"APA Rim Board 1 1 !mil RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 HVAC RUN -e RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 3-00-00 1"x 14"APA Rim Board 1 2 BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N N (V 1N N N (V N N N ,r � BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O O to .o 0 0 0 0 0 0 0 0 o 8 'N .8 4 N 8 'N 8 I g LL LL 'LL LL LL LL LL LL LL LL )LL LL LL o o o o 0 0 o o '� BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 co BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 21-00-00 7 X 18 BIG BEAM 1 1 -0 BM3 21-00-00 BBO1 1 1 o BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 0 A_____„_,__ M1 I. .i! A z 10-0. V- iI f M1i .5 1111111111111$__11 = tiO:Ii _ - 111 0$L14 B O ACCESSORIES QTY A I I 1h 1RM11 '0 TH017140-2 44 _ 1 i © HUCQ1.81/11 5 ' 1I I 1I 1x14 OSB RIM FORSHEAR BLOCKING 2 HVAC RUN _I I S O OC G 5 m C I m,2 BK1-BLOCKINGI FLOOR LOADING 00 :'.O O O;'O Op O tD 'O RM1=RIM BOARD 40 LL LL LL iLL LL Li- u. LL LL LL O � LL 1015 DL L W ...II..«,. LL LL V �f IRM1I LL •u Iu LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL MI uI 5 POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I M2I 1 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA l �j `�J-Ip���{pK1 � � B I I E_ E"E__ 7,_. If'EaE^ a•'===. _iBM6 I (Ay0-01�'E d N i I- I BM3 j RM1 iBM6 U link B Q, 111 �, o iljl/� `I_� \II/ l Pacifi umber 4 qwr START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. _ _ . JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36"SHEET SHEET 2 OF 2 34'-0' SHEET C1-C7 GABLES 515'DROP L. 16'-0" 1 • —r—" - GE , b b V V v III hi 3 �3 8 \ 1191 : 12 HU426 10.'1 :12 lit(31 . \ N I 11 � �B I ahsII1 2 F1O ,impt_ J / -M11 h CD / v _ � ' ' GARAGE 8 %— / o blt J1 17-4' i- 151-2„ 1r CANTS al ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 PLACEMENT ONLY REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3413-A REVISED 11-25-15INNORMATION.BUILDINGpacr umber ' ' DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 3413-A / A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO ]w` 0p A NY REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. TRUSS : 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.