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Plans (123) 'MSS U1\&- 1`� 1 IA- S vvS&\L"< .S \,,.,-1, LEGEND Pact I IC —SS SANITARY SEWER _ I l I / SD STORM DRAIN Design Community —w WATER LINE 7 t1/f <. — —tc; t\- ..t. 12564 SW Main Sheet II I - ! MANHOLE Tigard,OR 1§I — N "— — "— — -o CATCH BASIN IT]503-941-9484 ii 298.5 1 Y---"' I m DATE: 8/37/2017 js _ 300.9 R i NO. DESCRIPTION I� - - , .,_ ,-. _, � .® --. -: r►; :: & STREET LIGHT DATE I = VISIONS * 1 y — 12.16' STRAW WATTLE PERIMETER 25.00' EROSION CONTROL 9 —t= — I+ FLOW DIRECTION ARROW _ _I / I STREET SECTION, SEE - r _ - - -; 7� I` f © CONSTRUCTION DOCUMENTS 11 I124 / fr'4.79' I I 114 Ili / 4,500 SF I r I 113 j iii 8 iI I'I' BUILDING: I 'I 5BR-DL SETBACK SUMMARY 4 � i i 1- ; FF=314.81 €I I iI FRONT SETBACK: 12' E 123 i o BFF=305.81 o f 125 SIDE SETBACK: 3' m ill I I a` I 1 iI STREET SIDE SETBACK: 8' � `, ` I FRONT GARAGE SETBACK: 20' o L... LI imaimostiim � I 306 FRONT PORCH SETBACK: 8' I 1 I j I GARAGE II 3°130 . 31� _--___...__-- i- REAR COVEREDETBACK 10 _ _-.--'��3�� ` REAR PATIO SETBACK: 10 0 ISI`( lik___111011011101110..m. 1___,„,„„„M11.11101.0.0.01110011.0000111010111101 Iw� `----- ' 3173 X3314 , a ..a.::.... . N I Irl■ 11I I.�i'—I I��i o 315 €_ ____ ��_ ' - --- 1 ___ -__• , 6.00' y- w I'll,,,"', '' PORCH -- --- ,L . -�' LOT COVERAGE: i — — — . a --- PUE, TYP. RIVER rn ' - 20.00' — I \ LOT AREA: 4,500 SF ' — 12.60' — — 1 — % t — _ TERRACE .o .�, .�� ll — _313.0— 1 — a Z. "` "" . I` BUILDING FOOTPRINT: 1,800 SF EAST sgaoibv\A 310.6 ,im4 mrom- Ir.,i,,sinikv50a.0i'simNo WATER METER 5lr 74,41' COVERED PORCH: 166 SF o i 4` -_� -" _ m 4, • - ► .-" COVERED REAR PATIO: 0 SF 41or fob, N ,�.vdivAii•„.:r✓ ',wit 1; '' NIrop / CANTILEVER LIVING SPACE: 268 SF..7./ 124 07 GS as � as • (2) ROHANI / — EUROPEAN BEECH / DECK AREA: 0 SF PLOT PLAN STORM LATERAL FAGUS SYLVATICA 2 III ' TOTAL COVERAGE: 2,234 SF a SANITARY LATERAL •� 'ROHANII' _FL ArPrP” 1 .� T Ai Ai. 1 49.6 % 0 mkt S/W� ,DESCHUTE/17 S l�J~4- E , +� /o,f lir irpr -, ;imf IMPERVIOUS AREA: 2,761 SF CIi 5 0 -4- o a c POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD PROJECT NO.: 395-041 2S I W6ON Approved by Planning SCALE EVP EWED BY_ CONSTROC PRE 4 LOT 124 (R-7, STANDARD) ;Date: -1--lk 10 20 ca0 RIVER TERRACE EAST nitials. Sc 16594 SW DESCHUTES LANE 1 INCH=20 FEET .-� :R PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM 'a` . qualify engineered wood products for today's Writder- a, i Th. aG>aan rNa da�tonc order Federal I aa,b„Par Ifir.I+eanor r mn>on.t z L4I ._ � wt_pW uwr.r.ur A15The plans may not be re-used or copied.In whole or part.without written permission from Pacific Lumber _ ..ICompany,which retains copyrights to,and ownership of the plans.use of these plans by any other RIGIDLAM LVL RIGIDRI M` ae�o.v To rosr.eooe product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Rostsaura rogtsr►aoouc,s wamuwe rowareeooucza „.......11 Ill copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include t. 'i ` / penalties of up to S20,000 per work infringed,and$100,000 per work infringed willfully. i �IIl4 RFP(Jolsr Plr PI" ��` • or CONTRACTOR NOTES: pE5/6N NOT55: ed 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS e.1172,==Er.„,,ee"°""” MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED ES MEET OR EXCEED TDHEOL YE LOAD (UNLESS NOTED OTHERWISE) SCALE: 1/, - 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T5. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR1,0A911.15,LOAD 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD (DOUBLE) 1 1--f/8 RFPI-20 5 1 9.2"O.G. - - (DOUBLE) 1 1-1/8 RFPI-20 e 1 9.2"O.G. ' 5LEEP/N6 AREAS: iik SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD � This layout is to be used in conjunction with 1 2psf DEAD LOAD \ TART START FRAMING\ Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6: FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE layout prior to any construction. I 1 Tpaf DEAD LOAD 55 R1 R 155 y t = 1 iii„5,r W ro Jey r = \ 1 R ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 1- ❑ NON-CONFORMING-REVISE AND RESUBMIT I 1 r THIS SHOP DRAWING NAS BEEN REVISED FOA GENERAL CONFORMANCE 1 J ..I I- R1 R1 ' , .1 .11 ,1 1 1 1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J1 1 J) , i 1 :1 .I1 JI1 J1 .1 ..1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 3 J 3 .5 3 JD .15 _x 1 J •1 B $ B 3 `$ ,fl DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -1 J3 J3 J3 3 JS J= J3 .1, J -+ J3 3 .13 .13 .rr3 3 J3 3 R 1 OVER THIS SHOP DRAWING. -- 1=. `'B -.4 ..3 J, By: Arnold A.Solomon Date:Oot.25.2017 JO _3 .5. .3 3 3 J3 .113 3 .13 _s CT ENGINEERING INC 1 ❑X CONFORMS TO DESIGN CONCEPT _.��. ..��,pt1i �, ,a - CONFORMS TO DESIGN CONCEPT WITH �-9REVISIONS NOTED i 12 R1NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING NAS BEEN REVIEWED FOR GENERAL CONFORMANCE ————_——— ; _.._ _ _ __ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �1 FABRICATORNENDOR OF RESPONSIBILITY FDR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R1 I \ R1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS 4 J02 ,\ 175] 4 J5 J52 '. 1 R1 R1 �J5, JB J3 JS J2 J2 J2 J12 J J2 .2 _2 _2 _2 r2 .12 3 -3 -3 JS J3 J9 Rt R1 ---3IC:3J13'2--1,,=:--- — — —.=:=—:-- - :3:—:—:=:- 2 Jf3L n I I I JB t AJB 1, . IMPORTANT! • PORGH PORGH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 1 1-1/a RFPI-20 5 1 9.2"O.G. • 1 1-1/5 RFPI-20 5 1.1.2"0.G. • DETAILS AND I-JOIST INFORMATION LEGEND: Pacifiãf umber UPDATED 10.17 NLH H�—-HANGER GALLOUT PL 15-343(Main) Filler blocking is not structurally required provided both ® POLY60N PLAN OPTION,550--% I-Joists are continuous! laterallysupported b & SUPPORTING POST sore a Naterlal Width Depth brad: ati Gut tEl t Tot tEl y pp y TRUSS COMPANY R1 055 Rim 1 va 11 ,b nb connection to the sheathing at the top flange.In ® -POST LOAD ABOVE B 1 RlgidLam LVL 3/a 1 7/a 1.5E 2 a o addition,the joint in the sheathing shall be positioned B2 RigldLam LVL 3/4 1 '1/5 1.5E 1 5 5top flanges1051 5 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663 R -RIMBOARD 53 RlgidLam LVL 3/4 1 Ila 1.5E , 22 22 .,��// over the center of one of the two to assure LB -LVL BLOCKING .rel BLEW 1.75 LVL 3/4 1 1/5 1.5E 26 5 7a - shear transfer between sheathing panels. JB -JOIST BLOCKING -113213L-1.5 RFPI-20 3/4 1 7/5 15 3 45 Flange VV. PLAN DESCRIPTION/NUMBER: 56DL-5G .rt RFPI-20 5/4 1 1/5 14 to 252 CUSTOMER: POLYGON .r2 RFP1-20 3/4 1 1/5 5 25 156 ,�B +-52 z-,s zas z-10 3,n J -JOISTGALLOUT .13 RrFi-20 3/4 1 7/5 40 22 560 DBL I-JOIST EVITHOUT FILLER CONSTRUCTION r�nsn PLAN DATED: 10/8/15 8 -BEAM(FLUSH w/JOIST) J4 RFPI-20 3/4 1 7/8 3 4 12 N.T5. °" "" CC Mc Max Mc Mu Cu "'u` MI May .15 RFPI-20 3/4 1 7/8 2 2 4 : +e r ,e r xn z x. z xr DESIGNER: KAMI L.HENDERSON DATE: 10/1 3/1 5 HDR =HEADER(BEAM BELOW JOIST) AGGe.ecm 1 ;�o,zd r or r ,a r x. = x. = x. PL 1 5-3 4 3 MAIN SHEET:2 of 3 BBO-BEAM BY OTHERS HI Iwln t.ea-or-In1 1.88 9 �^ -�• • PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" a 'a^ '�-= �=rt ,I I ' quality engineered wood products for today s builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. I/ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG/DLAM-LVL RI GI D RI M� "°'d'"„„ wuv aLocK au ;, ,�;,, II' rows axon move Company.which retains copyrights to,and ownershipof theplans.Use of theseplans byanyother ---. \/ To ae.uurGFET t l _ GG product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or RpsmsuR,a wrr�oos ro�rt�rosr nmpoa�rs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �e ! Www.-' `` i se.o,v Tovoer cove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. /Ij� i a RFP/ Jo 105 001 OP �, j CONTRACTOR NOTES: PES/6N NOTES: ,.M...<= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS a« ,aow.ru .eaow, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,,,u„„,,.,,,.,,,, ,,,p,, EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM'BLOCKING PANELS WITH BEARING NAL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.rs. N.TS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: START START THIS IS A PLACEMENT PLAN ONL Y. 3Opsf LIVE LOAD 9-1/2 RFP/-20®1 6”O.G. 9-1/2 RFP/-20®1 6"0.G. This layout is to be used in con junction with 1 2psf DEAD LOAD FRAM G FRAMINGArchitectural/Structural plans.Verify all HER% HERE I shear wall blocking placement and connectors /c Purchaser PATIO I PATIO Purchaser responsible for approving this 25psf LIVE LOAD \ I / \ — I layout prior to any construction. 1-rpsf DEAD LOAD I I .�. r .: 11 • fart rsi . \ ® CONFORMS TO DESIGN CONCEPT \ ❑ CONFORMS TO DESIGN CONCEPT WITH \ , REVISIONS AS SHOWN \ J 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 J1 J1 J1 J1 J1 J1 J 1M' 1 J1 J1 J1 J1 J1 J1 J1 ' `M')4 '4`M'4-i4J4 i"4'' J4 R1 R1 _4J4 J4 J4-4 J4 J4 J4 J4 J4 J4 J4-4 1 ,1 ,1 ,1 -1 ,1 ,1 ,1 ,1 ,1 J1 ..1 J1 J1 J1 41 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER TNIS SHOP DRAWING. C'=.=.7=:—._:]s `3=a=:— 2-C.�..=:=.=.I1C- _.. 6�:G ,:IF—.�:c-.:� —.�L--n:�i_' .myq® -'S - meg--- :r- w_t,= mar = — By: Arnold A,Solomon Date:(1.,2_5„../917_ CT ENGINEERING INC e J2 CONFORMS TO DESIGN CONCEPT 2 S ® - 0 0 S sl 71 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED / ❑ NON-CONFORMING-REVISE&RESUBMIT A A Jai [i „y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �`h �+� WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I. - - _ _ DRAWINGS, NGS,SPECIFICATm)NS,AND APPLICABLE CODES.ALL OF WHICH HAVE R 1 rR 1 PRIORITY OVER THIS SHOP DRAWING. / - By Rae Hauff Date 10/26/17 2' 31/a' 2'-31/a• MILBRANDT ARCHITECTS • I I I I IMPORTANT/ PORGH PORGH GUIDE FOR ALL FRAMINGREFERENCE DETAILS AND I-JOIST INFORMATION L J LEGEND: PaciIIa .uniber ( H 1--HANGER CALLOUT PL-1 -343 (Basement door) �/ POLYGON PLAN OPTION.5SDL-3 ® -SUPPORTING POST Mrk• Material Mfdth Depth Grade Qty Gut Lth Tot Lth & TRUSS COMPANY ® -POST LOAD ABOVE J1 RFPI-20 1 9/4 9 1/2 15 22 950 R -RIMBOARD - J2 RFPI-20 1 9/4 P 1/2 2 12 24 BASEMENT FLOOR JOIST LAYOUT 1051 5 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)555-9663 LB -LVL BLOCKING J9 RFP/-20 1 3/4 P 1/2 2 4 SCALE: 1/4°-1'-0" .14 RFP/-20 1 3/4 I 1/2 19 22 266 PLAN DESCRIPTION/NUMBER: SBDL-S6 JB --JOIST BLOCKING R 1 096 Rim 1 I 1/2 l 16 1 12 CUSTOMER: POLYGON J -JOIST GALLOUT J81 6Lic.*1.75 LVL 1 9/4 W 1/2 1.33 11 9 53 PLAN DATED: 10/8/1 5 B -BEAM(FLUSH w/JOIST) JB2 BLkGRFP1-20 1 9/4 4 1/2 11 9 91 DESIGNER: KAM/L.HENDERSON DATE: 10/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) Accessories BASEMENT 550-BEAM BY OTHERS H1 ITH017P50-or-ITT4.5 4 PL 1 5-5 4 5 FLOOR SHEET:1 of 3 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 14"OPEN WEB JOIST @ 19.2"O.C. Products START FRAMING HERE PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 �•� RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 , RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 (N CV (,It BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 n 4� BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1'.8E 24F-V4 DF/DF) 1 1 g 1 W PI t ON 12 110 @o IS' Ire le 02 „ BM3 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 o 0 0 o BM4 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ems+ -� BM6 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LamIBM10 waii BM,' g BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 O BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 AI - BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t , IBM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Im;�, z= ;-= VIII..9P°a-;=-, — BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 b� BMS 9-00-00 3-1/2 X 14 BIG BEAM 1 1 LL LL L U._iL LLL m BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 2 .- 1 - !-. 03 i, 0 .7:.:_-. ti 5.V1F1[ .. 4.. -R,-a i .7. --1,0„:1; m T co 00 to t9 �e so ,x, od m BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1 tt 7- o 0 0 LL 0 0 0 0 o BM 11 4-00-00 BBO2 1 1 I 6 BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL I;K1 15 _ IBMBI AI ce II II ' ACCESSORIES QTY ATH017140 2 21 AA © TFL1714 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' © HUCQ412 1 0 0 0 0 0 0 0 0 CEJ t) (0 (0 0 th ,r LL LL LL LL i1 LL LL U.. LL LL O O 0 O Q LL LL LL EL (1 LL `CL ti Lc_ �0 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN N g I.ADDITIONALPOST TRANSFER BLOCKINGAND S e m I 6-0B-® I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 04/ - K11 I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( I , --_ = =-IG-A-A Jca_ Ct._A- -NNW IBM5I II � TRM1T — _-rals_ita.. 1 M1�� ���_ O Ids =�R - = _J - I JOIST WITH RIM (24x36 SHEET) SCALE: 1/4"=1SHEET 3 OF 3 Pacifi .umber & TRUSS COMPANY Z CONFORMS TO DESIGN CONCEPT Ei CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED V ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 By: Arnold R.Solomon Date:Oct.25.2017 MILBRANDT ARCHITECTS CT ENGINEERING INC