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Plans (126) \\ i < " , C c... C-27) .,..) \\i•.�` t- ._ LEGEND: z —Ss SANITARY SEWER Pacific SD STORM DRAIN Community f ` I I —w WATER LINE Design - ___,,,011 j - 12564 SW Main Street �� MANHOLE Tigard,OR 97223 ' � /----. - / m 503-941-9484 — — f �— - - - ' CATCH BASIN ! DATE 8/31/2017 �._._ .' 300.9a I 304.5____---- 1 REVISIONS _ 1 ; , -- -2 50 0 - •' """"� -"� STREET LIGHT NO. DATE DESCRIPTION i ` i {' 12.16' 1.41. STRAW WATTLE PERIMETER _ EROSION CONTROL } 25.00' 1 3 3 l �; I — — if— a �O. FLOW DIRECTION ARROW I ! T ! Ii __ _____ { _____� I U ri ! 1 , 1 s- 1 - ( _ ii i I © STREET SECTION, SEE L CONSTRUCTION DOCUMENTS _ ii 125 t , 4.79' 11 I I 4,500 SF I'�> ' - I BUILDING: / SETBACK SUMMARY 43 4 �� 5DR DL ''i 1 FRONT SETBACK: 12' ( 124_ E t€ ; - FF=318.31 o SIDE SETBACK: 3' E I ' I � � BFF=309.31 6 126 STREET SIDE SETBACK: 8' �' I I; ` = r / I FRONT GARAGE SETBACK: 20' I' IWI � u FRONT PORCH SETBACK: 8' o HIll 11 ! ®1 '1'; ---- --- REAR REAR SETBACK: 15' ll I GARAGET _------3 314- -_--_,-....._._. REAR COVERED PATIO SETBACK: 10' `, ii PORCH-- ----c‘i ""---11.MIMIIMIMIENilIlIll—illiffillIllIll"liill."""__,mwwiIIIIIIMU'iaillIlli"._. d1111101011 ----1111101110 mac_ --- .0 w I _ ,__ i_ LOT COVERAGE: RIVER 6 0' . _.. .. DJ PUE, TYP. 17.00' —i 20.00' _ LOT AREA: 4,500 SF 3 _ 15.42'_ — — — TERRACE t �, - �� -7 — -7 316.6 �, c‘it ` i + BUILDING FOOTPRINT: 1,826 SF EAST 50.0/ EMS iiallrarAPFAIIIOW 313.0immEMirti / COVERED PORCH: 54 SF Al A o ` - IIIIWIIiikIIIIVAIW. —SAW ' 44 ArldirWal COVERED REAR PATIO: 0 SF 0. s Vi.. �/ WATER METER rt a { (1) ROHANI EUROPEAN f CANTILEVER LIVING SPACE: 229 SF/ 125 t os S Cs BEECH / FAGUS j DECK AREA: 0 SF PLOT PLAN STORM LATERAL t { SYLVATICA'ROHANII' / \ 4 2 1 `� �' SANITARY LATERAL _\ � ` © TOTAL COVERAGE: 2,109 SF o 4 S SW DESCHUTES LANE'{ l C1_ a., L 1 3 \ 46.9 % �� IMPERVIOUS- 11, �' $fir".'""" -` J/ p "`" f �`` AREA: 2,710 SF O ✓r i ,....— i I r t I / t 1 )i1 1 4.i sr 1- j d .0 0 a 3POLYGON NORTHWEST (503) 221 -1920 0 CITY OF TIGARD 0 PROJECT NO.: 395-041 0 2S 1 W6 Approved by P nning TYPE: CONSTRUCTION j SCALE REVIEWED BY: PRE LOT 125 (R-7, STANDARD) Date: '" 10 20 RIVER TERRACE EAST initials: _ 5 - O 1 INCH=20 FEET 16614 SW DESCHUTES LANE z ROSEBURG FRAMING SYSTEM'" �=.FLF.F.•� PACIFIC LUMBER COPYRIGHT 2015 quality engineered wcod products for today's builder- . ,KK..-aww�:m '�"'�" ---- - Federal Law PaclfIc Lumber Company 2015. These plans and the designs are copyrighted under y p y i The plane may not be re-used or copied,in whole or part,without written permission from Pacific Lumber I iretains copyrights to and ownershi of theplans.Use of theseplans byanyother Rp.��� soup BLOC.ul �,I' �= ��OVeRIGIDLAM LVL RIGIDRIM- ,_„„,,„. � To eea.,�ee�orv. Company.which p °'""°'�,,;"" BMA. MA.TO POST ABOVE s product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or moseeuao FOREST vaomers ROSEBURG FOREST vaooucrs e��a 4jili ___ - ,III �Rvzrna,e.n.rcwco in of these infrin es ri hts under the Copyright Act.Infrin es face liabilities that include ..N.- ............. esenro•osr Aeove copying plans, g gg �� s penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. /► �IIM4 ` RFPf-JOIST ROSEBURG FOREST PRODUCTS or _' I CONTRACTOR NOTES: pE5/GN NOTE5: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .w Ii„�'77,.,,,,,.....,g MAIN FLOOR.JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) DES ED DD TO MEET OR LOAD ..roa.aa..,.. SCALE: 1/4°- 1'-O” 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP.BLOLKING PANELS YVITH BEARING YIALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAELONG: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEAR W ALLS 1 2psf DEAD LOAD (DOUBLE) 1 1-1/8 RFPI-20 0 1 4.2"O.G. (DOUBLE)1 1-1/5 RFPI-20 5 1 4.2"O.G. SLEEPING AREAS: THIS IS A PLACEMENT PLAN ONL Y. 3Opsf LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII ••EE SHEATHING NAILING ATTACHMENT NOTEIIIII 0This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF WADING: FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 11psf DEAD LOAD 53 R1 -_-- - -- R1_-....- . � B3 ii ® CONFORMS TO DESIGN CONCEPT ppm CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING REVISE AND RESUBMIT J I J I -I J I _I ( THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J J ..1 - J J1 J R 1 R 1 J +1 1 -1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ri�■ FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE • 5 5 -5 5 5 -5 -5 -g JI/R `.3 .$ � 3 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -a1 J3 J3 J3 _3 -3 -5 J3 J5 i J3 J3 J3 J3 J3 J3 1 OVER THIS SHOP DAAN'ING. 3 3 % J I% Fs .:3 J3 r By: Arnold R.Solomon Date:Oct.25.2017 :5 % _ 3 13 3 J3 \--.3 CT ENGINEERING INC ElCONFORMS TO DESIGN CONCEPT s" R" "® 'V] 5H 5 II — 1-1 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED Z1 B2 •'2 R 10 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 v .. - RA _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 'i'iiiii'i/�'i�i� - FABRICATORNENDOR OF RESPONSIBILRY FOR CONFORMANCE WITH DESIGN R1 11,-1 ' R 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS %:2 J )• 'I I I� ' -It 2 00. v R1 R1 I. J6 R1 51 -4 -.4 _4 J4 J' J' J• J2 J2 J2 Je J2 .2 2 .2 .2 • -4 -A' -A' J4 J _:=:=:a: : : - ' :s>s:—:.—" cot - '— - - ---- jl 47 f . . P1 . r R� I PORCH • I - 0 PORCH IMPORTANT/ r R1 R1 REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING i 11-1/8 RFPI-20 0 1 4.2°O.G. • - 1 1-1/8 RF5I-20 0 1 4.2°O.G. • DETAILS AND I—JOIST INFORMATION MATED 1020/11 BUT PL 1 S-344(Main) ® DOUBLE I-JOIST CONNECTION SPECS LEGEND: POLYGON PLAN OPTION:COOL Depth G Filler blocking is not usly laterally requiredprovidedbided both pii3 . ' umber 0� Mrk• I Materiel Width 01/6 Bred, 1 1; cmc Lc�l Lc, I-Joists are continuously supported by (H r-HANGER GALLOUT R1 Ose Rim 11 1/6 1 1 16 116 `✓ 01 RIgldLam LVL 3/4 1 1/b 1.5E 2 4 a connection to the sheathing at the top flange.In ® -SUPPORTING POST 82 -RlgldLam LVL 3/4 1 1/b 1.5E 1 6 _ 6 addition,the joint in the sheathing shall be positioned & TRUSS 7111. COMPANY 53 'RIaIdLam LVL 3/4 1 1/0 1.5E 1 22 22 over the center of one of the two top flanges to assure ® -POST LOAD ABOVE J01 BLKG 1.15 LVL 3/4 1 1/8 1.5E 26 5 10 - shear transfer between sheathing panels. R -RIMBOARD JB2 BLKGRFPI-20 3/4 1 1/5 15 3 45 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J1 RFPI-20 3/4 1 1/8 14 16 252 / Mange..J2 RFPI-20 3/4 1 1/8 6 28 165 LB -LVL BLOCKING ^� J3 RFPI-20 3/4 1 1/0 34 22 148 ,-NP 2-mc our 2-1/r a-,rr PLAN DESCRIPTION/NUMBER: SPPL-Be wna.a,Nilswaro JB -JOIST BLOCKING J4 RPPI-20 3/4 1 1/5 6 24 144 eagaaam.a+a Min Max M,, M. M, Max M Max Min CUSTOMER: POLYGON J -JOIST CALLOUT J5 RFPI-20 3/4 1 1/0 3 4 12 z. ,e ' 2r r 2a J6 RFPI-20 3/4 1 1/0 2 2 4 DBL I-JOIST WITHOUT FILLER CONSTRUCTION z' +e• r za• r PLAN DATED: 1 0/5/1 5 B -BEAM(FLUSH w/JOIST) N.Ts. a55 555 r s z ,e z z 2c z z. Accessories 0°m:12' 2P DESIGNER: /CFM/L.HENDERSON PATE: 10/1 3/1 5 HDR =HEADER(BEAM BELOW JOIST) 141 IMIT1 I.66-or-17711.85 a BBO=BEAM BY OTHERS PL 1 5-5 4 4 MAIN SHEET:2 of 3 �,°"`��"��w PACIFIC LUMBER COPYRIGHT YDI5 ROSEBURG FRAMING SYSTEM`' .aw -� qualityengineered wood products for today's builder -- - oT— These plans and the designs are copyrighted under Federal Law byPeclFic Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI G I LAM LVL Ri Gi RIM" w, „,,,,"` ,,II ��� Company,which retains copyrights to,and ownership of the plans.use of these plans by any other ,IV, ' :=W- - --- ,III• enruLLs o.sTsovc product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSE.OR0 FORUTPR�00PGS AD>�8tmS FAIREST Peapucrs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include i\ / `� penalties of up to$20,000 per work infringed,and 5 100.000 per work infringed willfully. .. e,► � .IIM R PI Joisr ,, ,,, GONTRAGTOR NOTES. AES/6N NOTES: 11 ° �°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .�W�-, '"° a I 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "'°' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM' PANELSBEARING WALL ABOVE P05T LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA % YtliH (UNLESS NOTED OTHERWISE) OF L/460 N.TS. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORA/N6: 5)PROVIDE PROPER SUPPORT AT ALL p5f VOD 12D SHEARWALLS 1 psf DEAA D DLOAD 30psf LIVE START START THIS IS A PLACEMENT PLAN ONLY. SLEEP7A5: VE LLoOAD 4-1/2 RFPI-20&1 6'O.G. FRAMING FRAMING 4-1/2 RFPI-2O S 1 6"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOFLOAPIN6: PATIO I \ I P• 10 Purchaser responsible for approving this 25p5f LIVE LOAD I I ayout prior to any construction. 1 Tpsf DEAD LOAD 1 1 RA-- - ---/ • U Y U L !fes. �+1' 4 t ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH J'', J REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 .11 J'I J J 1 J 1 J1 _1 J 1 J 1 -11 J 1 J 1 '�I J 1 J i J 1 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 R 1 •R 1 _4 J 4 4 - J 4 J 4-4 21 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Tom- ,—- T�1 - --. -- -- : - --- t - -,1 1 ,I� 1 J1 ..1 J1 J1 1 1 1 1 ..1 -1 -11 DESIGNADRAWINGS ANDFSPECIFICATIONSYALL OFOWHICHHHHAVECE WU THE PRIORITY .._:_:_.—._._. :.-.. :--_ ._._-- :— —._ _ - OVER THIS SHOP DRAWING. By: Arnold A.Solomon Date:Oct.25.2017 CT ENGINEERING INC J2 _2 B ® ® ® ® ® 8 X❑CONFORMS TO DESIGN CONCEPT ❑CONFORMS TO DESIGN CONCEPT WITH A A REVISIONS NOTED ;J 0 NON-CONFORMING-REVISE&RESUBMIT _ _-__ I y __ jI_ II T R I I 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - I -- '—_- - -�- I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 I R 1 FABPICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WRH DESIGN / \ DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 Z-3 1/5 2 31/8 MILBRANDT ARCHITECTS 1 I I I 1 PORCH PORCH 1 1 lMPORTANTf I REFERENCE INSTALLATION I I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-344 (Basement Floor) LEGEND: POLYGON PLAN OPTION.500L-58 Mrk• Material Wtdth Depth tirade Qty Cut Lth Tot Lth PacifiI !_uiiiber H -HANGER GALLOUT -' J1 RFPI-20 1 3/4 4 1/2 15 22 330 I _- ® -SUPPORTING POST J,I RFPI-20 1 3/4 4 1/2 2 12 24 J$ RFPI-20 • 1 3/4 4 1/2 2 2 4 & TRUSS COMPANY ® -POST LOAD ABOVE J4 RFPI-20 1 8/4 4 1/2 1 3 22 286 R -RIMBOARD R1 05E3 Rim 1 4 1/2 7 16 112 BASEMENT FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663 LB -LVL BLOCKING JB1 BLKG 1.75 LVL 1 3/4 4 1/2 1.5E 1 1 3 33 • SCALE: 1/4'-1'-0' J132 BLKG RPPI-20 1 3/4 4 1/2 11 3 5 1 PLAN DESCRIPTION/NUMBER: 5DDL-36 JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT Accessories PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) H 1 17H017450-or-I1T4.5 4 DESIGNER: KA,H/L.HENPERSON DATE: 10/1 3/1 5 HON -HEADER(BEAM BELOW JOIST) 550-BEAM BY OTHERS FL 1 5-3 44 BASEMENT T SHEET: 1 of 3 ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH - REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT POLYGON THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLAN OPTION:5DDL-SG FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PL15-344 UPPER OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25.2017 10/20/2017 CT ENGINEERING INC 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS X❑ CONFORMS TO DESIGN CONCEPT <START FRAMING HERE Q CONFORMS TO DESIGN CONCEPT WITH Y Products ❑ REVISIONS NOTED RM1 PlotID Length Product Plies Net Qty ❑ NON-CONFORMING–REVISE&RESUBMIT Id i'I �' L 011e RM1 48-00-00 1"x 14"APA Rim Board 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Ii61 RM1 40-00-00 1"x 14"APA Rim Board 1 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 38-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS,NENOOR OF RS,AND APPITYLICABLE FOR CONFORMANCEES,ALLWITHIHDH VE RM1 12-00-00 1"x 14"APA Rim Board 1 2 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 11111151111 PRIORITY OVER THIS SHOP DRAWING. RM1 8-00-00 1"x 14"APA Rim Board 1 1 By Rae Hauff Date 10/26/17 - _ RM1 4-00-00 1"x 14"APA Rim Board 1 2 MILBRANDT ARCHITECTS 1 RM1 2-00-00 1"x14"APA Rim Board 1 2 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00.00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 li II — BM1 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 2 BKI 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 101, 1! BM917-00.001.5RigidLamLVL1-3/4x1411BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1E9' BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 lc _ 1 w-a., • BK19 00-001.5RigidLamLVL1-3/4x141 101- ® 0I• BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .IIII BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ���y13I®� 110—,— I ® i BMI2 17-00-00 3-1/2 X 14 BIG BEAM 1 1 NMI F-Tu�- Wil. � 11111!o BM5 9-00.00 iiiii,,222xxxii .BELAE1/110413e BM6 7-00.00 BIG 1 1 ��1�1.11111 IIIIIIIIgBM35-00.00 1 1 AI; m BM11 4 00.00 BBO2 7 1 N ,',' `I, ilil . .II BKl=BLOCKINGRMI=RIM BOARD FLOOR LOADING40 LL15 DL 100010111111111 ��1� ACCESSORIES QTY I ® TI-1017140-2 26 © TFL1714 3 :' = 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' , L > ' a oz c^ , HGUS412 1 yIm [ ... SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 2 m c II A=1 4 A_ 1.. !I�(MEI -- — 1•I i-04I•I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.M M �l Mit g 1 4 RM1 —�} i �BM51 (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA IRM1I V — i _ `I JOIST WITH RIM SHEET 3 OF 3 (24x36 SHEET) SCALE:1/4"=1'-0" Pacih Lumber & TRUSS \, COMPANY