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Plans (142) `MSS a: ` - CC\ \\C1kAq CS\;C'-) 2c 1 V k'`c c�k. LEGEND:'". . ss SANITARY SEWER Pacific 5 \ I '1 1 - 1 I STORM DRAIN 212 121 y I-...J D Community t !0 , !� _ _ �._._ _ Design f 1 �, I -w WATER LINE 1 f` 313.1 12564 SW Main Street 1` I307 0 �If MANHOLE m 503-941-9484 .„(., ' i i �;�. ! ===— �a..._ —--....6—.....................346-40.................. . CATCH BASIN Tigard,OR 97223 55.0' � r_ { 1I 313��",' 1 ( 11 DATE: 7/20/2017 '''''''' ir 1 : 1 \ REVISIONS ' NO. DATE DESCRIPTION _ d ,l \ - - STREET LIGHT 3.0 110 f1 f 25 78' If'o 411 1 j A lIf STRAW WATTLE PERIMETER Ivy K' I� 33.29' � 1 EROSION CONTROL I ¢/f it m* FLOW DIRECTION ARROW " 1 1 10 ' I�_ _._ I` ii �'y STREET SECTION, SEE 3 � I� L0 ; CONSTRUCTION DOCUMENTS (3) GOLDENRAIN TREE / -. "'1 �I 103 \ i , 5,458 SF KOELREUTERIA , ; 0 1z ' �;- 4.51' PANICULATA ��1 fl ; % ', i SETBACK SUMMARY I BUILDING: 3BR o 1 I 13.49' i - FF=307.68 ; I o l 102 FRONT SETBACK: 12' El 1 SIDE SETBACK: 3' E /0 \I 1\ STREET SIDE SETBACK: 8' 08� V '� 1 FRONT GARAGE SETBACK: 20' co ^y'` *so \ ! 1 FRONT PORCH SETBACK: 8' o J , E \ 1 I, j GARAGE l i '' REAR SETBACK: 15' c\iREAR COVERED PATIO SETBACK: 10' 0,1 / 02; 6.00 �l PUE, TYP Ca 0 "z VISION II � _`'PORCH- aThI�� ,\ I,I ' LOT COVERAGE: �� CLEARANCE I,'i - 1__ _ \ PUE6.OTYP._y� � , RIVER N _ _ 23.72' -- Q TRIANGLE I ,\ -� LOT AREA: 5,000 SF �, 16.60' �� 3 30 ;, `1, — — — TERRACE cyi _ , \\\ \ 4 i. i \ ' i o fir, La I 1� .� 4� �t — — BUILDING FOOTPRINT: 1,814 SF EAST rIlitar- CO ( N /X'304.8 WATER METER 41.0'y� +J�� ' �- 1 / '- COVERED PORCH: 52 SF 1 S , �, qrik 305 8 o � l ► ±M' � i r"`. ♦t , %t COVERED REAR PATIO: 170 SF O. ,gyp1.11\,,„ co ft1 .` it \\ / I STORM LATERAL r co \ f I CANTILEVER LIVING SPACE: 40 SF 0 i �. y' 103 4 � \ / DECK AREA: 0 SF PLOT PLAN ! j 1 (2) ROHANI EUROPEAN I `,, SANITARY LATERAL B BEECH / FAGUS l \ — SCS\ TOTAL COVERAGE: 2,076 SF o ,ca SYLVATICA'ROHANII' , l SW BIRDSONG STREET ------1, 7 1 �v W , t/ I' ,,, — I1 ,— V 41.5 % 6 \ 1 I � f l r �yf f �t"\ l I IMPERVIOUS AREA: 2,566 SF .5 U v 0 0 .3 POLYGON NORTHWEST (503) 221 -1920 Grp /OFTIGARD by Planning PROJECT NO.: 395-041 2S1 W6 TYPE: CONSTRUCTION '-,7- LOT 103 (R-7, STANDARD) 10[ 4' SCIAOLE 20 REVIEWED BY: PRE initials: �.. 0 RIVER TERRACE EAST 16949 SW BIRDSONG STREET 1INCH=20 FEET 1 ROSEBURG FRAMING SYSTEM" «=,== -' PACIFIC LUMBER COPYRIGHT 2014 - -•"••F i quality engineered wood products for today'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 RIGI v LANE LVL R�G��R'M " n ws- ,I�II ��I Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other "°°°"` vosTs rn1.0 ow nDove a ° ` IIIC oeE^RN�BE��. product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or eosreaxesoaFn PROD= coroarsrers \�I ;""^'"V°°"'- - - `, / copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to 520,000 per work infringed,and S 100,000 per worK Infringed willfully. BEARING , "*-',RFpl Jo�ST FOINST -N,,, � ' CONTRACTOR NOTES: DESl6N NOTES: sab» 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS •m.�^ -�.ro-��= 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,Pv.a..Naay.,,-d"., -^w�^••�- -^°°a^•-^-- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOLKNG PANELS VYRH BEARING NALL ABOYE POST LOAD TRANSFER PETAIL (UNLESS NOTED OTHERWISE) OF L/450 HLT.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf EE DOD i2D SHEARWALLS 1 psf DEAD LOAD \ R-9 START START SLEEP/N6AREA5: TM5/5APLACEMENT PLAN ONLY. 30psf LIVE LOAD -,L / N ----Y 1--- I FRAMING FRAMING I This layout is to be used in conjunction with 12p5f DEAD LOAD I {FERE HERE I Architectural/Structural plans.Verify all I PATIO I PATIO I shear wall blocking placement and connectors ROOPLOAPIN6: I Purchaser responsible for approving this 25psf LIVE LOAD sI --1-- O b R9 I I layout prior t0 any GOnstruCtion. 11psf DEAD LOAD J4 I= I J5 J5 II I'I J4 .15 1 11 J4 ilk, J4 I 11 r JS J5 1 I ' J4 1 11 J1,1 J4 R1 J4 , J5 J5 J4 R 1 R1 J4 .74 III �.I J5 J5 I� I, J4 - 11 J4 4: J5 J 0. Jr.. I•I - J4 -I.1 .:11 0 o ..1131J4 J4 J5 - - JS J4 J4 1,1 JS R1 O O R1,___ L) I J-4 = tai to Cr) `1kl-J2 2Nct ct N - �r - J2 P IJ2 J2 1 . II J2 J2 .1 I _. J2 J2 1 I R1 J2 J2 i I J2 J2 11 II J2 -'- J2 1^{ II J2 J2 iil'I JI J1 ' J51 J31 4 J1 J1 • - I I — — 1 I PORCH PORCH IMPORTANT/ J L REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-1 1 ci (MAIN) LEGEND: POLYGON 35 _ Pacifi.umber /� Mrk• Material Width Depth Grade Qty Gut Lth Tot LthC H _-HANGER GALLOUT R1 055 Rim 1 9 1/2 9 16 144 WHERE PLATE NAILING AT�/ SHEARWALL ABOVE EXCEEDS ONE® J1 RFPI-201 3/4 9 1/22 1020ROW,PROVIDE ADD'L BLOCKING OR & TRUS SUPPORTING POST COMPANY J2 RFPI-20 1 3/4 9 1/2 10 18 180 MAIN FLOOR JOIST LAYOUT WIDER RIM MATERIAL AS R.EQ'D. ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 R -RIMBO ARP J4 RFPI-20 1 3/4 9 1/2 14 25 342 SCALE: 1/4"- 1'-O" ❑ CONFORMS TO DESIGN CONCEPT 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 J5 RFPI-20 1 3/4 9 1/2 14 12 155CONFORMS TO DESIGN CONCEPT WITH LB -LVL BLOCKING ® PLAN DESCRIPTION/NUMBER: 3B B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 REVISIONS AS SHOWN JB -JOIST BLOCKING B2 Ri idLam LVL 1 3/4 9 1/2 1.5E 1 14 14 5I CONFORMS TODESIGN DONCF>. CUSTOMER: POLYGON g ❑mrvr°oia R.o oEsiDNcoNCEnmm ❑ NDN-CONFORMING-REVISE AND RESUBMIT J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 THIS.SHOP DRAPING HAS BEEN REVIEWED FOR GENERAL EOR{wNCE PLAN DATED: 3/11/14 El NON-CONFORMING-AM.8.SUIPAR PITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVEE THE B -BEAM(FLUSH w/JOIST) FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE PITH THE Accessories -e. DESIGN DRAPINGS AND SPECIFICATIONS ALL Or PNECH NAVE PRIORITY DESIGNER: KAM/L.HENOER5ON DATE: 4/14/14 NPR -HEADER(BEAM BELOW JOIST) H1 ITH01 1950-or-1779.5 4 ,E .• w OVER THIS SHOP DRAnlxc. CONTRACTOR SHALL VERIFY All DIMENSIONS. BBO-BEAM BY OTHERS V Alexia iukul Date N/Evia By: Todd R.Eaton Doe:September 19,MOIa B MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 4- 1 1 9 (MAIN) SHEET: 1 of 1 POLYGON 3B PL14-119 UP 4/21/2014 14" OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 43-00-00 1"x 14"APA Rim Board 1 1 7 START FRAMING HERE ) RM1 40-00-00 1"x 14"APA Rim Board 1 1 �RM1I k 5-00-12 A, RM1 37-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 o•'' 'o RM1 9-00-00 1"x 14"APA Rim Board 1 1 II' I f��' RM1 5-00-00 1"x 14"APA Rim Board 1 1 )NH BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 1 � ,p � BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • • BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL ' BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� BM22 5 00 00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 ' Q' II)05 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 'T®—`1– BM8I ��:� �i'`ILYA IIS -- – �-0 I ql� BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 �.�- , – o ' '` BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 MI �I"1111 ga 11111111 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 � � L�. :��.�. ,�.�.�.�.���=-__�- BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 A BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 IllIllIllIlI _ BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 �� FLOOR LOADING BK1=BLOCKING 40 LL iiIiIiIiI 1 -111 1 01 11ulIIIL. � O, RMl=R M BOt3►SII _ 1, 4 ACCESSORIES QTY i;ii �� I � TH017140-2 53 I 1 I © HUC412 5 JO3 1X14 OSB RIM FOR SHEAR BLOCKING 310Ill j L� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ��'0 .$IIMt I m� IIl1!I!II REFER TO STRUCTURAL PLAN FOR ADDITIONAL —' �BM7� �I I I I- II 1 I I - POST TRANSFER BLOCKING O,' I hil�Ell I._—` .— �BN121 < — AND SHEAR BLOCKING REQUIREMENTS. R F_ W IBM1] ■`e I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 11 tee. . _.. IBMSI RM1 (FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA( (� WHERE PLATE NAILING AT SHEAR WALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR _\ WIDER RIM MATERIAL AS REQ'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ElCONFORMSTODESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT U=ITZZSIGH CONCEPT W. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CDNFER qME BIM THE DESIGN RT ONLY AND S NOT RELIEVE E DESIG0 NON CONFORMING-REV,.B.RESUBMIT N DRAWINGS OF EREIIFIIATIENS AFORFOSHEDS HAVE EHYIPRH THE pacifi umber - DESIGN TOR.VEN5 RNO SRESPONSIBILIT ALL OF CONFORMANCE NCEE PRIORITY E DEER THIS SHOP DRAINING. CONTRACTOR SWILL VERIFY ALL DIMR.NSIDNS. rorec FAIexIaNFAL;l� Dae S/O$ia By: Taal B.Eaton Date:September IA,VEIN & TRUSS COMPANY By MILBRANDT ARCHITECTS CT ENGINEERING INC ® CONFORMS TO DESIGN CONCEPT QX CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH El CONFORMS TO DESIGN CONCEPT WITH ❑ REVISIONS NOTED REVISIONS AS SHOWN 0 NON-CONFORMING—REVISE&RESUBMIT o o® NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE i" WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 6 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN c '4 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE n i2. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. 2 .n DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Rae Hauff Date 12/27/17 a o OVERTHISSHOPDRAWING. 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