Loading...
Plans (122) 20 1 C— D - 7?-0/c, -0D"33 3 i?Ks—s—Sw - t . f I I N _. I — --,-- f _a 1 43(S- - LEGEND: [-I 1 I _ — — I A- — ss Pacific _ — SANITARY SEWER J I I — — trt STORM DRAIN Community _- -- N µr Design — — — 272.2______.__I x i ' _._ _� — WATER LINEc 270.3 i 2564 SW Main Street MANHOLE Tigard,OR 97223 276 a °� �._- - [TJ 5rd OR-9484 4i----14.2'"M'' 274 I }", _I ^ -''� _27'0`27 2.2 \ CATCH BASIN _ ,' ,y:.-- - g.� ...._.....-- II � —� - DATE: 10/03/2016 1, .� — STREET LIGHT t REVISIONS __18.65' I —k; cco:=> STRAW WATTLE PERIMETER _ NO. DATE DESCRIPTION 24.52' _ EROSION CONTROL — — I I ©IL p 1, 1-HR FIRE °' (L e' RATED EAVES ., ' 1' *I° 105 ; SETBACK SUMMARY 1-HR FIRE Ile' I 3.00' RATED EAVES i 1, 3,619 SF FRONT SETBACK: -12' 1' BUILDING: 3410DR 106 SIDE SETBACK: 5' 3.00' ;%�— FF= 272.1 ,, G = STREET SIDE SETBACK: 10' _ 104 i I REAR SETBACK: 15' u City Of Tigard ' 1 I PORCH SETBACK: 8' '�'I/, o I GARAGE SETBACK: 20' Approved Plans II; N Date b (� e GARAGE TIP gIrtr, �6 I . 1 c.ii 1 5ORCH1-______:_t7E--- -; e u I< I 6.00' - I/ V _A I — PUE — - LOT COVERAGE: _ _ _ — — . ' I/ 20.00' 270.6-- 6 O D O' 1 —co 17.38' 18.21'- A — — (NIcsi 268.9 — — — " — LOT AREA. 19 SF w _ _ — — — ��._ ► � RIVER 1 ' . ®-2------1,1\ '‘ 1 BUILDING FOOTPRINT: 1,445 SF TERRACE ��= ! '"' - COVERED PORCH: 72 SF o T ` _ 11-a -- SIDEWALK NORTHWEST O �:- -- , - - /� CANTILEVER LIVING SPACE: 0 SF M WATER METER .' �SS'� -- 1 f f PLANT (2) STREET { a A COVERED PATIO: 114 SF SANITARY LATERAL B TREE: 2" CAL. - 5 1 / STORM LATERAL _____.._ — S0— ___ _ KATSURA TREE/ N c1� DECK AREA: 0 SF 28.00______.. p �o CERCIDIPHYLLUM LOT 105 o s SW AMELIA STREET X68 i - ►\-- JAPONICA '? TOTAL COVERAGE: 1,631 SF PLOT PLAN _► v, ��� 45.1 % / ' _ � o ---- j i � "` IMPERVIOUS AREA: 2,184 SF c - _... ---- l _- /�� i -�` E_ ,, _ s ___..E. Y' —�= — ti - _ _ _ — — - - - - -1 I _ --t- --- I o — CD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved OF TIGARD (ii) /"', 1 ove by PROJECT NO.: 395-037 2 S 1 W 6 p p Planning n l�?g TYPE: CONSTRUCTION 0 o SCALE (^7 Date: 9 Y REVIEWED BY: PRE LOT 105 (R-7, MEDIUM)Lr, G✓ ` 1D U RIVER TERRACE NORTHWEST Initials: — co O Z 17455 SW AMELIA STREET 1INCH=20 FEET 6X6 6X6 z- '� }_ 6x12 HDR _ L'_1 U cn cn O ct = I- -t N co O 1-- 1O < 1-. c 03 /8\ /4\ / \ 1.2/ \S9./ P31 -1l.2/ STHD14 4X10 HDR STHD14 -_- , --- --- -,— - ° � 1�ZSTJ-111Q14 (2)2X10 HDR 6X12 HDR �r------i----� -- (2)2X10 HDR ct )11 I ___-II � I�.—__—_--_=J—I j = —=i —_____L_____�j11 cn 2) KING STUDS Ii m ' - -J� I III W/ TRIM STUD - I 111 c EACH SIDE MIN. I x N Plan MAIN LEVEL SHEARWALLS 3410, UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT �� D2 ,k 14'-33/8": o_ Lu • Patio . : 0 34'-0" i T-11 2" T-10" ' S'_1�2"♦ `° 4'-9" 8'-4" 1� • I 1. t w ' i' I I 1� > I ♦ k 5-0. 510 SL ♦: . i 5-0 6-0 5-0 F 2-6 5-0 SH ) I • � ::2-P: i_______I r -' O I DW'-1------ LI ® ,L rn L. -I 1 I - I 1 D2 a :NI Plan 3410 MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio s 34'-0" 3'-3%" PATIO WIDTH VARIES PER LOT 6" 15' s �, f -111/' 2 83 4, 83/4 s 6x6 PT; POST \i 6ii nr,..,i.x6 PT POST _� THICKENED I _ 0.. r SLAB EDGE D2 o 4'-67.1 6" 3'-6" -co1 `o 31" CONC. SLAB w 62 LLI > P3� S1.2 �T 1 z 10 /8\ v> a'o \S6./ P3 \S1.2/ r --3T1:Q]4. 3.11d01 4__ --1--- -- STH)Z14 �T `i • \ T / t1Q14 \1 T t j ��I �-tTJ 3&4 -2�V4" L- ' —J 1 / j Q I —113/4" 1 1 7 I i D1 ' D1 i / ' �- I "13I r18X18X10 FTG 1 - Plan 3410 FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 & A7 MA-110 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. T 71 I I E;, '- I _--- - ( _ LEGEND: ���.� - �_ -- 1 --- SANITARY SEWER Pacific STORM DRAIN Design Community — N Desig ', v2 2 �� -. _ �p�.- WATER LINE 270.3 276 - �J • MANHOLE 2sba SW 0R 9 street 2747223 Tigard,OR 503-941-9484 x s. 9ti flGBm .272 ... A. [T] W -- s.o 270 32.2 CATCH BASIN --- DATE: 10/03/2016 �, �_ )( STREET LIGHT REVISIONS ` _' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - - EROSION CONTROL 24.52' `- I I STREET SECTION, SEE — — —I I1 ! s 1 * CONSTRUCTION DOCUMENTS ' ' r I 1-HR FIRE r I e• +1" � RATED EAVES � 1 105 �� �, SETBACK SUMMARY 1 i� 3 619 SF I FRONT SETBACK: 12' , RATED EAVES 1 1: { I 1 BUILDING: 3410DR ,' 1106 SIDE SETBACK: 5' �� FF= 272.1 , o i STREET SIDE SETBACK: 10 f. 3.00' REAR SETBACK: 15 1 a� 104 I / % I I1 PORCH SETBACK: 8' T I N Y �'11 I I I GARAGE SETBACK: 20' o II GARAGE ,0 I., _4_41_ _._.--- rs, I 1 ORCH �_- 1--- 1 c,3 — —; i N _________-1—,i---- I 6.00' �, - 7 I I1-,- I _ PUE _ LOT COVERAGE: 0 I -I I/ _ - 20.00' 270.6 - - - - P7 -- 18.2,1_'- I -- 268.9 ; _ 17.38'— — — 7,-- � – LOT AREA: 3,619 SF w — — — ,; RIVER _-, 1 f IaZ "__'- r BUILDING FOOTPRINT: 1,445 SF TERRACE rt ` ..- 1 COVERED PORCH: 72 SF o - SIDEWALK NORTHWEST -_ D E � � �/ 1 CANTILEVER LIVING SPACE: 0 SF m WATER METER ;=- ISS-' J t ' PLANT (2) STREET 1 a 1 COVERED PATIO: 0 SF ( 7SANITARY LATERAL B TREE: 2" CAL. s I STORM LATERAL _____ - 5D -_ __-`�- - KATSURA TREE/ 'c.7, cnDECK AREA: 0 SF _?_§,_.,00 ,' --so �o CERCIDIPHYLLUM -N---- ,-6LOT 105 SW AMELIA STREET - JAPONICA I \F ‘,„:--\--- TOTAL COVERAGE: 1,517 6(2.9" __Z,_�I2_ - ---'-'7:1_4=.1,----r-- SF PLOT PLAN '- co _ �� -4 w fi ; ,I -�-o 1_/ 41.9 % oN / y'V- 1 ''__ L �_ _ � IMPERVIOUS AREA: 2,169 SF D _ r tI ------ i I an /1 RDE 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date:Approve: panning C Date: in/ I I ► Ale' D` 2 V 1 W� 4) PROJECT NO.: 395-037 0 TYPE: CONSTRUCTION / Initials: /—�// Y I 1_ SCALE REVIEWED BY: PRE 4 LOT 105 (R-7, MEDIUM) ;' 10 20 RIVER TERRACE NORTHWEST d /i'-i-/iLo 17455 SW AMELIA STREET 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" engineered wood products for today's builder n n°'-o-: - p1IX� 00 Ai ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.SOLO BLOCK ALL quality9 The plans may not be re-used or copied in whole or part,without written permission from Pacific Lumber RIG!D LAM LVL RI GI D RI M" °R71 ,I, III, Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other w.o-n G oosrzrzon neove � ...� -ro BEAww soon. '��'.R �� ` / �BARING AREAOFBLcKs cost FORM vaopucrs uosauao roetsr reocM+crs °-,-',,, - , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or auRG copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include \� BELOW TO POST ABOVE penalties of up to 520.000 per work infringed,and 5100.000 per work.infringed willfully. �)11 40 RFPI-JoIST -„ ILII GONTRAGTOR NOTES: DESIGN NOTES: °..,.." 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS '"`�"°' ^�a°w., °°-°new 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ������ Pon..�... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPIBLOCKING PANELS WITH BEARINE,WALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA rv.rs. Ars. (UNLESS NOTED OTHERWISE) OF L/460 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 42psf VOD SHEARWALLS 1 2psf DDEAA D DLOAD , S 0psf 3LIV ING THIS ISA PLACEMENT PLAN ONLY. AREAS: 0psf 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. ROOFLOAD/NG: ----1 Purchaser responsible for approving this 25psf LIVE LOAD I � ayout prior to any construction. 11 psf DEAD LOAD PATIO! (PATIO I — R1 I B1 - — R1 _- L R1 10'-3" I' 10'-6" l: 13'-3" 13'-3" - 10'-6^J3 10•_3„ Ja .11 — II�II Ja--= II J� — -- — I JJ I ----- --- -- J" --- 311 - ------- — ---------_— — ----- JJ R1 J::12_11 1 J3 J 1 T1 8 " -II a hi JS JS J JO ` O — W ® R1 R1 ® pd V " J3� � — _ O c O 4 kl N I JS- I p R1 ® J2 — t 1. J2 ® R1 (041. tE - J2 tE • cl J2 J2 -J2- 1• . -- J2----------- I caJ2 --- 2-- J2 42-- R1 I 1 J..,_________ J2 = J1 * J1 \\ 1 START s�'� q JR 1 I START I FRAMING r il FRAMING HERE I J1,=— J1---- 1 1 ^1 HERE PORCH PORCH �� IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 3410 BD(NEW) M # Material Width Depth Grade Qty Cut Lth Tot Lth Ha- -HANGER GALLOUT JB 1 BLKG RFP!-20 1 3/4 q 1/2 20 3 6rk (J paciii1. +. umber ® -SUPPORTING POST R1 OSB Rim 1 9 1/2 10 16 160 J1 RFPI-20 1 3/4 9 1/2 5 6 30 & TRUSSCOMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 165 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 16 34 544 LB -LVL BLOCKING J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 10515 5N ALLEN BLVD BEAVERTON,OREGON 17005 (503)353-9663 J5 RFPI-20 1 3/4 9 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 3410 BD(NEW) J5 -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"-1'-0" J -JOIST GALLOUT B1 RigidLam LVL 1 3/4 9 1/2/2 1.5E 2 14 23 CUSTOMER: POLYGON PLAN DATED: 1 O/2 1/15 5 -BEAM(FLUSH w/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) H1 ITHO 17 950-or-ITT9.5 5 DESIGNER: KAMIL.HENDER50N DATE: 1 O/2 T/15 550-BEAM BY OTHERS PL 1 5-3 5 5 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 16" &19.2"O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PlotiD Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16'O.C. START 19.2'O.C.HERE e RM1 34-00-00 1"x 14"APA Rim Board 1 1 < 23-06-08 < o, RM1 24-00-00 1"x 14"APA Rim Board 1 1 hIOVOVEJOISTFORPLUMWNG� 13-01-00 Qf RM1 12-00-00 1"x 14"APA Rim Board 1 1 IRM11 k/ RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4" TO -, 'T 11" "1B . • ^'C r-- "3 --a—[ O —2--0`- _:l" '11---3- , .i RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBINGo-; BK1 19-00-00 1.5 RigidLam LVL 1-3/4x14 1 1 BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM1 O 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 dJ BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 j BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �I 2 I BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CO th t0 CO M .� d7 r ;ti r n I� it n o o o o o o o LL o r LL rD LL LL "sg / 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 o' o o o o o BK1 4-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 LL LL U- LL U- LL 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 ce BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 BM13 3-00-00 BB01 1 1 0 :K1 _� _�_ I I I0 01 — , 4 _ —IBM21 t 12- -176 -amu r ' ACCESSORIES QTY m LL! 0 I A TH017140-2 36 ® m fRM1111 hail �, �� © HUCQ1.81/11 3 6- 1-C8 F lam._ :.x.rs,=-�• _ -- _ t_ A A_� = 1x14 OSB RIM FOR SHEAR BLOCKING 28' �BM3� jgM11 _ _ _ _� © TFL1714 1 X 3' FLOOR LOADING; BK1=BLOBKING c co c .,0 ;0 c oDI RM1=RIM BOARD 40 LL LL LLL LCL X11 u_ LL "ILL 15 DL IBM3I IREFER TO STRUCTURAL PLAN FOR ADDITIONAL T a :LL POST TRANSFER BLOCKING III ti ti AND SHEAR BLOCKING REQUIREMENTS. I • • I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 88 m I LLu_ LL' I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I MI g LL LL I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I LL A ,,, :jfl taw �:_ _xr-_ -_ - - m" K1 I,n RM1• o ~ o II m' ro 4 BM9 IBM7 /p cc, rs 9 �a1CAE JOIST I'� `I: `I� I R PLUMBING —_- . DO NOT: Loosen,remove,cut or notch any part of the open web joist. Paciii ,, umber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 • 34411 r 1 CR 4 4kg14 4118411 ' - , -r SJ : 1 ' K MIL .1, III , V v CIIY C2X v C3x 1,-5" I C4 A C5 b PS CO vS'.12PS 0!12 C5 v WO i 14141° C3 Houeeae % C2GIRD Itt Hue Mset IR SJ3 wear . := VIRM SJ1 0 1 el. _W s j2 ...v...ORM,4111.11rAk;j f R. Wil10 At . . `l iwr5 tt . - R k a i X4:'2 ` a o GARAGEle / L area ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 10/26/15 PLACEMENT LY.REFER TO TRUSS CALCULATIONSAND PROJECT TITLE: ENGINEERED STRUCTURAL I; A. REVISION-1: DRAWINGS FOR ALL FURTHER 3410-D 10-22-15 10-22-15 INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD acs 1 umber PLAN: RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 3410-D D CHECKED BY: DESIGNER/ENGINEER OF RECORD TO K T D U y COMPANY REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 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.