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Plans (257) rc\S- ac - o ar vups S \ c ,Ctx, c, y<- LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Community Design —w WATER UNE : v ,N- .\-------------\-- 12564 SW Main Street itPI�� �C /� \ MANHOLE Tigard,OR 97223 A [T]503-941-9484 B „`SW LEMONGRASS LANE Nr� \ \ \`1 CATCH BASIN DATE: 6/8/2017 I11�--$5\"'PI SS SS 0 \\ �� I REVISIONS SD SCI ` \ \ NO. DATE DESCRIPTION ......_ �4-- -- - '— STREET LIGHT WATER METER SANITARY LATERALVO \ \ 1 STRAW WATTLE PERIMETER _..... ,.,, Am/ �AIM a.A III/ ,. 4._ wok �v01 c c.-5> AO EROSION CONTROL 1 oil IIM♦ FLOW DIRECTION ARROW 0 6.00' ity InI 32211:01:r lir 1\ 1 % II ----- is ` © CONSTRUCTION DOCUMENTS — 7 i,':► STORMJTERAL _ — _ — 322 — zir �� I 323 � 4 .�'�� � �' VISION � SETBACK SUMMARY `• EAANrillpt 4 _.= =�-, t 3 ] \ , *r_�4 FRONT SETBACK: 12' E _1 — __,_,�,, 21.50'---,, 21.10' ' °"ft $LRjE L- ��� -- . ( AI SIDE SETBACK: 3' 1 IC , �� STREET SIDE SETBACK: 8' c" ; r— PORCH 1 k��` -511t.,1 � JAI" FRONT PORCH SETBACK: 8' rIn o , I 1 BUILDING: IREAR SETBACK: 3' a. C•I4D ;' I 'PUE,OTYP I I UFF=330.5 , (2) DOVE TREE/ 0 GFF=329.2 I I ,, DAVIDIA INVOLUCRATA o i I ��206P 207. 7I I I � i I �..--..- w i I I 2,863 SF ; , M t --- €' I LOT COVERAGE: I 1 4.00' 3 z RIVER I m '`�`-__ I I1 *I ���'`� 1 I 1 ?�` . •3 5 > U ''` LOT AREA: 2,863 SF TERRACE 1 1 —p .1 `� 11.46' 0 r �[ w ,,; I BUILDING FOOTPRINT: 1,117 SF 0. I I GARAGE 1 ; ' i, ,<. I EAST \ i IaI r,•- O "' •! ` COVERED PORCH: 36 SF 1 I 23 I I Rwti; OJ I COVERED REAR PATIO: 0 SF o J I I Iii.,- 327 - i m b.� 1 2 o - - i :.. , . ......... ................. �, �, in r —.. CANTILEVER LIVING SPACE: 0 SF o " �,, LOT 207 5.00' L '�� as f, �. I DECK AREA: 0 SF PLOT PLAN Q 3.00' 328.7 I 327.9 ' WIP PUE, TYP. lip) ALLEY M 411Irr� � ISION TOTAL COVERAGE: 1,153 SF a LEARANCE Fr N AIOp- 1tRIANGLE I _ 40.3 % o �� ... i II ;\11 '"i� .<� � IMPERVIOUS AREA: 1,475 SF -° �I I 0 ,- E E 0 -4- 0 2 POLYGON NORTHWEST (503) 221 -1920 TIGARDCi4 0 approved b Planning PROJECT NO.: 395-041 2 S 1 W 6 TYPE: CONSTRUCTION V : LOT 207 (R-25, SMALL) )ate. SCALE PRE 20 REVIEWED BY RIVER TERRACE EAST nitlais, 1 INCH=20 FEET 16804 SW LEMONGRASS LANE PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" =W>k; � :Y°1. :, i quality engineered wood products for lodav's builder- "" " -°" ue� %.<a ,II POSTS MOM ABOVE I These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. SOLO BLOCK ALL nu.*uslis The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI DRI M- COm en which retains copyrights Co and ownershipof the plans.Use of these plans byanyother „<. „ ,II P y.,I�, ' , product supplier other than Pacific Lumber CompanyIs strictly prohibited.Unauthorized use oraosgauar$Forgsr vaooucrs aosgeurre Foagsr vronuersBEARING AREA OF BLCKIES copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include�, \\` sELon ToPOST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. ��IIM� i�RFpfJolsT /�\/`� �V aosmaac Fargo'acoover$ 0- • IF �� CONTRACTOR NOTES: PE5/6N NOTES: '°""""` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS > DESIGNED TO MEET OR ...�. ''' ��-�-M 2)ALL FOOTINGS PER DESIGNERS PLAN EXCEED THE LIVE LOAD (UNLESS NOTED OTHER W ISE) 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA CFPiSLOOKAWG PANELS INTN BEARING NALL ABOVE POST LOAD TRANSFER PETAL (UNLESS NOTED OTHERWISE) OF L/450 NTS. NT.B. 4)USE CAUTION WHEN CUTTING FLOOR LOAO/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEPING AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD 12OOPLOAD/N6= 25psf LIVE LOAD I 1 Tpsf DEAD LOAD n1 R 1 PL 1 3-03(MAIN) ' .4T POLYGON 4D JT J7 Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth ' 1 R1 OSB Rim 1 9 1/2 1 1 5 1 1 2 �_---___- R 1___-_- I R2 ._ I 1111111id J1 RFPI-20 1 3/4 9 1/2 11 22 242 �1 • -1 J2 RFPI-20 1 3/4 9 1/2 2 16 32 --- -- __.._ J3 RFPI-20 1 3/4 9 1/2 3 24 12 J4 RFPI-20 1 3/4 9 1/2 2 2 4 - I J1r i r 1 J1 • R1 J5 RFPI-20 1 3/4 9 1/2 1 20 20 J6 RFPI-20 1 3/4 9 1/2 3 12 36 J1 J1 f. Ak JT RFPI-20 1 3/4 9 1/2 5 4 20 30 J1 JS RFPI-20 1 3/4 9 1/2 5 5 - JB 1 BLKG RFPI-20 1 3/4 9 1/2 22 3 66 i I 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 J1 - B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 12 12 U • IT V 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 0 J1 � J1 p (V . J1 1 • 1111 � iv ALLes90rles d PATIO 1 j J1 J1 I Ict PATIO H1 ITHO1 1950-or-ITT9. • 5 13 • • O it J1 • J1 I I a -rt RT I n I Jt r Tr — J;:1 :1 L 4 B- ry I\ J1 o I-, ry J�j}�1 • J1 tt 1 JI J1 R 1 Ar X❑CONFORMS TO DESIGN CONCEPT - I - ------$"t- ----- A - ----,434l ❑CONFORMS TO DESIGN CONCEPT WITH NOTED R 1i,I _ IT _I 'I I ;I Q 1 NEVI-IONSORMIN _ • ft THIS SI-C'DRAININGFO A BEEN REVIEWEDFOROR GENERAL CONFORMANCE J ..fs I I Jg1 WI1H DESIGrJ CONCEPT 011Y AND DOES 'JOT RELEVE THE FABRICAIOPNEIWOOR OF RESPONSIBILITY FOR CONFCNMANCE WITH DESN�N -- :__ oRuwll GS SPEC6ICATKKJS.TOE APPLICABLE CODES.ALL OF WHICH HIVE START �___ - J1 START PRIORITY ERTHIS SHOP DRAWING. 14 FRAMING 1r �52T yy—Teri -- I. JG I - FRAMING By David R Burnett Date 10/6/S ""� � ''�� �� R1 MILBRANDT ARCHITECTS HERE ..a _a Ja -a Ja - U J6 pg 1(Ja .er .,a ..3 ..2,'•--1040- � HERE b - - - 1 - B i n 1 ,Ir — Jo i a b REFERENCE INSTALLATION • re 1 n Tilt ' • • R 1 iv GUIDE FOR ALL FRAMING PORCH PORCH DETAILS AND I-JOIST INFORMATION LEGEND: L J Pacifib. umber 0.__HANGER GALLOUT ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE El CONFORMS TO DESIGN CONCEPT R -RIMBOARD 11 CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON.11035 (503)555-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 40 JB -JOIST BLOCKING 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT THIS SHOP DRAMS MS BEEN REVISED FOR GENERAL DONFOR ANCE PLAN DATED: 1 2/26/1 2 111TH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE B -BEAM(FLUSH IU/JOIST) FABRICATOAibENWA OF RESPONSIBILITY FOR IbNFOAW¢E NIMH THE NOR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT DESIGN ISASOPsAND G.CICONTRACTOONo aShLLVERIFILLDINEEITYSIE EWPDESIGNER: KAM/BELWOOD DATE: 1/"t/13 DESA NNIS SI4O DARNING. FIIATICTOA SHALL VERIFY ALL PRIORITONB. 550-BEAM BY OTHERS SCALE: 1/4 - 1'-0" By: ToddEN A.Eaton Dote:SOVESANe IV.2014 CT ENGINEERING INC FL 1 5-05 (MAIN) SHEET: 1 of 1 .. .�... : • PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM`" i quality engineered wood products for today's builder- "" 4y111i4eV` ,wua p ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used orstocopied, ownership or part,without written permission from Pacific Lumber RIGI LAM LV L I I GI DRI M' ,II III► company,which retains copyrights to,and ownership of the plans.Use of these plans by any other =''''''r \ MR product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or QOSE9ueQ FOREST PRODUCES ROSESUES FOREST PRODUCTS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �le/,' \\� i ee�ow TO POST ceove penalties of up to$20,000 per work infringed,and$100,000 per worK Infringed willfully. ��II� �,RFPI-Joist /� � % QNRGfOQES,FR004Cr5 1 i 1= II10 CONTRACTOR NOTES: DESIGN NOTES: '^...,'“, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR 57'5TEM EMA5 .Tu g ve,"'° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD DEFLECTION CRITERIA R:FeiBLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. 515. 4)USE CAUTION WHEN GUTTING MOOR LOADING: FOR PLUMBING 4Opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOPLOADING. 25psf LIVE LOAD I I 1'Ipsf DEAD LOAD • n i n i PL 1 3-03(MAIN) J-1 --- POLYGON 40 Mrk* Material Width Depth &rade Qty Gut Lth Tot Lth n R1 Jl "..1 __ -1— R1 OSB Rim 1 9 1/2 7 16 112 A J2 JT - --- --__-_ _ ---- • J1 RFPI-20 1 3/4 9 1/2 11 22 242 1 1 J2 RFPI-20 1 3/4 9 1/2 2 16 32 J2 ---1�1--- J1 1-. -R 11 -J2 J3 RFPI-20 1 3/4 9 1/2 3 24 72 J4 RFPI-20 1 3/4 9 1/2 2 2 4 RV J1 rn J1 i R1 JS RFPI-20 1 3/4 9 1/2 1 20 20 { J6 RFPI-20 1 3/4 9 1/2 3 12 36 J1 Lf J1 J7 RFPI-20 1 3/4 9 1/2 5 4 20 --__ 1 - J1 ® JE RFPI-20 1 3/4 9 1/2 5 6 30 - JB 1 BLKG RFPI-20 1 3/4 9 1/2 22 3 66 i J1 J1 B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 • B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 12 12 u v p L J1 B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 I a' PATIO J®1 J 1 Jl 1 J�1 J 1 J19 1 PATIO v Accessories H1 ITHO 1 1950-or-ITT9.5 13 O® r J1 R1 Rf'f J1 O cV P J1 r 7r - 1 J1 ✓ --� EV K - - J5 1 �a -.a �I i J6 �1J5 —i 41 _ cr - J1 1 n R 1 J1#1 J#1 -1 a- J1 J1 cr Q CONFORMS TO DESIGN CONCEPT -B1-- CONFORMS TO DESIGN CONCEPT WITH R 1 _ ,— 1 REVISIONS NOTED J51 1 NON-CONFORMING E REVIIEWED ERNSUBMIT `, THIS SHOP DRAWING HEP BEEN Y ANDD FOR GENERAL RELEVE THE START WITH DESIGN OA(IFCONCEPT ONLY ANFORD DOES NOT E WITH THE DRAWINGS, TI VVS AND ARLL ABLE CODES.ALL WITH H VARVE L )31-,,,,=====.- �, __ 1 — —__. DFAW'NEA SPECGICFTKKNS.AVEI APPLICABLE CODES.ALL OF WHICH HAVE J 1 ---- PRIORITY OVER THIS SHOP DRAWING. - START By David R Burnett Date 10/6/14 FRAMING 1�2 F 1 r T 11 ..ib - - - -- FRAMING r / MILBRANDT ARCHITECTS HERE 1 _1_: J8 J!�bI _a .ie L-- ® J6 , -- — I: (- 1 / HERE E3 _ JAS t : BI R 1. . �= N. IMPORTANT./ p - l L t - ,,I �1 �'� 0 REFERENCE INSTALLATION MO 1 n - R 1 - E GUIDE FOR ALL FRAMING PORCH � PORCH DETAILS AND I-JOIST INFORMATION I I ®— ANG l J Paci umber H HANGER CALLOUT ® -SUPPORTING POST & TRUSS COMPANY e -POST LOAD ABOVE R -RIMBOARD ❑ CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH 5.150 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING ® REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 40 JB -JOIST BLOCKING 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT THIS SMP DBANTIL w3 BEEN REVISED FOR GENERAL SEETSANGE PLAN DATED: 1 2/26/1 2 nITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ..------- B -BEAM(FLUSH W/JOIST) FABRICATONIVENDON OF RESPONSIBILITY FOE CCN'ORMULE CITE THE MAIN FLOOR J015T LAYOUT DESIGN CBAnIN..S AND SPECIFICATIONS ALL OF WHICH*YE PRIDRITY ENO.DESIGNER: KAM/BM-WOOD DATE: 1/1/1 3 NOR -HEADER(BEAM BELOW JOIST) OVER THIS SHOP DRAWING. COMPACTOR SEUL VERIFY ALL DINENSiaa. BBC, BEAM BY OTHERS9y: iodtl R.Eason Cate:SBOEERSRE 19,2014 BB SCALE: 1/4"= 1'-O" CT ENGINEERING INC PL 1 3-03 (MAIN) SHEET: 1 of 1 ❑X CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2° O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 4A PRIORITY OVER THIS SHOP DRAWING. 127_7 � zi-- --° / 1'-- --Zi-_--,_——c[7_,--(5-- _ I BM4 1 PL14-331 UPPER By David R Burnett Date 10/24/14 4 9/25/2014 MILBRANDT ARCHITECTS I I I' I Products >-o I ) PIotID Length Product Plies Net Qty w ='""' o CJ F-c Z N I RM1 51-00-00 1"x 14"APA Rim Board 1 1 g 1E a o LL c, i c,.i { RM1 30-00-00 1"x 14"APA Rim Board 1 1 m o= w J 1 is 1 r 21-LL-17--J N ' i J I RM1 22-00-00 1"x 14"APA Rim Board 1 1 z 2 s o cn w i RM1 15-00-00 1"x 14"APA Rim Board 1 1 -CC_ o RM1 13-00-00 1"x 14"APA Rim Board 1 1 a s z W°`o 2 RM1 9-00-00 1"x 14"APA Rim Board 1 1 W W < O O V O J O (.....) 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I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ccI I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I c, IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA o a I ®o, 12 IIB b ,-1IJOIST WITH RIM P i I 7 d 11 rr P �� Paola umber 1 1 ' —9 & TRUSS COMPANY I S ' r HS _ • BM 1 RM1 171 CONFORMS TO DESIGN CONCEPT Q CONFORMS TO DESIGN CONCEPT p CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT N ❑ NON-CONFORMING - REVISE AND RESUBMITZ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE E 44 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LL WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE z DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. E OVER THIS SHOP DRAWING. 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