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Plans (51) /I'ST f 7 -00C y/ 17330 Sw i5kacer,z --==--- \- \ — — _I ' L_ _ 1 I L LEGEND: �' \ -j. \ o \ SS SANITARY SEWER Pacific 1 1 � r' ' 292.7 , `t,\> N i; \ -SD STORM DRAIN g ;1unhtomy �� _ — 46.8' 24.0' CSI�n 2S4 __ .......77 te... — 1 s ` J v. W �.������ 288 4,,.. o����►���o�I 283.2 - — E WATER LIN 12564 SW Main Sheet �\ tiQ� ��` .\0 MANHOLE Tigard,OR 97223 `6 �i 15.00' — — — _ ■ CATCH BASIN m 503-941-9484 SANITARY LATERAL _,� , , \\ 22.67 i DATE: 12/07/2016 — ] I STREET LIGHT ��.� �, /•c _.. \ Ip II REVISIONS \� ' �1 II ! c=cI STRAW WATTLE PERIMETER NO. DATE DESCRIPTION STORM LATERAL�, %2 \ \ r ,z �. I I � EROSION CONTROL \\ ' 113 �± a_-_7_ STREET SECTION, SEE c i ` ' 4,825 SF _� © CONSTRUCTION DOCUMENTS p ate; \ , jI 1-HR FIRE , \ i/' �q� % \\ i BUILDING: 3413.2ARD j RATED EAVES I: I /t \ '\ /p\ I FF = 299.9 jl I ' PLANT (2) STREET 6 ; BFF= 290.9 i' 3.00' I SETBACK SUMMARY TREE: 2" CAL. %-�- \ ilin ikI : 114 I ' FRONT SETBACK: 12' '''\ PUE o RAYWOOD ASH/ \ // t \ o t \\ i, III i SIDE SETBACK: 5' . FRAXINUS OXYCARPA �, '% r, ra 288 I STREET SIDE SETBACK: 10' 'RAYWOOD' ►. t I' I GARAGE ���I 290 u2 T, �;' \/,:;1\ .�'I \ > \\ i ` , — -- I 1 REAR SETBACK: 15' \,, \ \ \ \ Lin— i lit 294— (Ill PORCH SETBACK: 8' a .1,‘,30'a �� ;.l..4.111.11‘\ '1I�"'° =•i �� -- I mi GARAGE SETBACK: 20' o \ IA \ o \ IL__-'; �1. Iiim PORCHCI • 298 I LI ' _ 0 _ \ \ \ 8.66' ' \W„,_ ` I -- ��J�---- I I V A •� i . VISION �'�"►�� J \. 5Sa 20.27; 24.35' I 6.00' u �\ \ CLEARANCE \`�� 18.33' I [ PUE, I a ,rr , TRIANGLE : - 1 L - - - - COVERAGE: v B `%-- yl � ?97.9 /�1 *� LOT , 1.------ ' � '� `1\ \ \ 297.9 �'• 298' / \ { LOT AREA: 4,825 SF 1 �. -- \ ■�I/�. \% RIVER L1-9 I �►'�"►�rpri Ararmm ��. Par i o i .��= tiq 1 SIDEWALK D , BUILDING FOOTPRINT: 1,469 SF TERRACE J .?rL�►�i' � .i�__� r `ei =�- ...��, t W ��\. • w\, j w V w \� COVERED PORCH: 88 SF NORTHWEST o a�-"" ��- \ WATER METER �- %�� ----_______- '(-2-- __ ___- PP 0S CANTILEVER LIVING SPACE: 14 SF o �� S \!,, \ \ PLANT (2) STREET 19018 28.00'. �� \ TREE: 2" CAL. i It COVERED PATIO: 0 SF -- _�--�_'_��.. _��� `SS \ HONEYLOCUOSTE i SW SHADOW TRAIL STREET r 0 1,.,I. �t t4 ` GLEDITSIA „•` T DECK AREA: 110 SF � \ ' LOT 113 TRIACANTHOS \ j v �+ TOTAL COVERAGE: 1,681 SF PLOT PLAN coLL - ` �►\ o INERMIS \. s I''' +.1gym °W'1.` _ _ _ __J .\ 34.8 % h `��' \ �������� ,�� T IMPERVIOUS AREA: 2,394 SF o `O B-= 0 i Or.' .., 'IGARD a1 Approve' toy PI nning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: /a > If 2S1 W6 j PROJECT NO.: 395-037 n I t I I CJ. �'j TYPE: CONSTRUCTION l J SCALE REVIEWED BY: PRE LOT 113 (R-7, MEDIUM) 10 0 ...='; RIVER TERRACE NORTHWEST Z 17336 SW SHADOW TRAIL STREET 1INCH=20 FEET POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. I 3413.2 BD(BASEMENT WITH JOISTS) PL15-402 UPPER 11/27/2015 MOVE JOISTS +1- 411 TO AVOID PLUMBING Products N 4 PIotID Length Product Plies Net Qty T START FRAMING HERE ) 9-08-00 4 RM1 42-00-00 1"x 14"APA Rim Board 1 1 ����� RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 I�''®' HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 I IlkRM1 3-00-00 1"x 14"APA Rim Board 1 2 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 . . . BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 W g r N .N N gI .N N N N N N' N 'N LO LO LO ", V) o so O O IO o o o 0 0 0 ;o o. BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 O O O O O O O O LL LL LL U- LL LL 'LL LL LL LL LL LL LL I . - LL LL ILL LL LL LL U_ "U- 11* BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I I BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 I I BM3 21-00-00 BBO1 1 1 o- CAS 14I a-00 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 I ' 11-05/3 I:K1 1���,,2�i�l r1_— Q8M:,_ o BM . r 4-0 (gi p 311 �i' U. _. IIIII_ e ® = _ _ — ACCESSORIES QTY RM1 I 0 TH017140-2 44 j.... II ^ � © HUCQ1.81/11 5 ,_E ii /a SS \ g HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' K 'm I II BK1=BLOCKING FLOOR LOADING 40 LL IRM1 I v V #im w O O H) LL LLL' 0L LL LL IiU q it 8 RMI=RIM BOARD 15 DL RE LL LL LL I LL LL 11 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Ii: iBM1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA IBMs II II B I 11 �iLJ ��,_ Oyl ._ II .3-0 aG1 11 I II-N y �BM6I RM1 [BM3[ + _ e 4 6-08-00 II/ \II II I 4 4 I--- `: _I Pacifi umber START FRAMING HERE _ & TRUSS COMPANY DO NOT: Loosen, remove,cut or notch any part of the open web joist. II I JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 3 OF 3 PACIFICLl1MBERC�PYRIGHT2�14 ROSEBURG FRAMING SYSTEM'" ^•..^„•,a,,,,, ^•• - ^•^ ,II ' 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 RI GI LAM LVL RI GI R I M [ ..a q sou°e�ouc��� °•"• �� 1O9T4"tO1 i�°°� Company,which retains copyrights to,and ownershipof theplans.Use of theseplans byanyother "•i °,.,. roTALLS 6eeuon. .441 _ I' it n°srwu wu•sn euow product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBORO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS __ , BEARING s:,,m or. "o.. copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include co In `� / eeLSm To Posr r,eove penalties of upto$20,000per wore Infringed,and S 1 00000per work infringed willful) ' 99 Y • ..,,,, ,..... _, � IIl, RFPIJosr ROSEBURG FOREST PRODUCTS ., �! Ir lip NOTES: DE5/6N NOTES: °•^^^••° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS EET OR =;,=:";17.4=—."—"1"1" MAN FLOORJOIST LAYOUT 2)ALL FOOTINGS PER DESIGNERS PLAN EXCEED DESIGNEDHE LTO ME LOAD (UNLESS NOTED OTHERWISE) SCALE:1/4"-1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFT.'"BLOOkN6 PANELS rSTH DEMI*nhLL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD START START TH/5 ISAPLACEMENTPLANONLY Bop9�uVVELOEAD • FRAMING FRAMING This layout is to be used in conjunction with 12psf DEAD LOAD HERE -------. / HERE Architectural/Structural plans.Verify all (DOUBLE)1 1-1/3 RFPI-20 0 1.1.2"0.C. - (DOUBLE)1 1-1/8 RFPI-20 G 1 9.2"O.G. shear wall blocking placement and connectors t¢OOPLOAD/N6: Vj SEE SHEATHING NAILING ATTACHMENT NOTE11111 SEE SHEATHING NAILING ATTACHMENT NOTEIIIII GilPurchaser responsible for approving this 25psf LIVE LOAD 2,. 1 2" ayout prior t0 any construction. 11psf DEAD LOAD 54 R1 R,1 1 i.ilI1111111 J -1B4 'll 3I ye�1 ' 111111111� III 1 .15 dip JJ J$ _• J- 3 J3 J. JJ. J 3 3 J3 J J3 J3 $ J3 J3 J:3 J J3 JJ3 3 J3 J3 JB J3 J3 J J$ J•: J3 -.- J: J3 5 J�: _3 - -5 .,5 • -.5 -S 5 J6 .,3 JE - J3 J3 JB J3 J3 J3 J3 J3 J% •- _ _ - •_ _ _ 1= - I R1 - 1 r 1 J.1_ 1 JL JLH1''' JL JL J 1 1 XIJL JL JL JL JL +f' IL r it if- if -,:r zr ar I t J L J} 11L f II i I�T3n r T -ti- x 11 ���I� II II II �� _ �� �� �� L `f .- _ .15 J5 .. U - J5 iJ5 -* is F �R 1',1` .. R 1 R 1 R1 -I/ ._I—�_�- I- I ` _ 1 ...;+ II I' i ( jl J. i 1 R1 ��1 - Ii11. V • R1 � —Ic 7 7 E � Il! iIIi11 J11:B ,r 1 IR1 13J2 J2 -2 J: ij ._= 1 I I ! 1. , PIDI 1 PORGH -- PORGH /MPORTANTI I I REFERENCE INSTALLATION r 1 1-1/5 RFPI-20 0 1 9.2"O.G.--I I—1 1-1/5 RFPI-20 a 1 9.2"O.G. GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-403(MAIN) ifiak\tLiniLE6END: FOL CON 3413.2 eptABD Bade Oty CutLIITH TS ® pb/� Mrk• wterW width Depth Grade city cut Lth Tot Lth Filler blocking is not structurally required provided both �/ -HANGER GALLOUT J, RFPI-2o3/a 1 T/93 bieI-Joists are continuously laterally supported by J2 RFPI-20 3/4 1 T/8 b 14 ea connection to the sheathing at the top flange.In ® J3 RFPI-203/4 1 T/844 20 880 & TRUSSSUPPORTING P05T Ja RFPI-20 3/a 1 l/9 a 2 a / addition,the joint in the sheathing shall be positionedCOMPANY ® -POST LOAD ABOVE J5 RFPI-2O 3/4 1 1/0 13 4 52 / over the center of one of the two top flanges to assure R1 OSB Rim 1 T/B 9 16 144 shear transfer between sheathing panels. R -RIMBOARD B1 _ BIG BEAM 5 1/2 1 1/0 2.1E b 65930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)353-9663 LB -LVL BLOCKING B2 BIG BEAM 5 1/2 1 7/8 2.1_E 16 16 ./. , m, 03 BIG BEAM 5 1/2 1 7/8- 2.1E 14 14 ,,,, :,,,, zbs z,n �,D PLAN DESCRIPTION/NUMBER:3415.2 ABD BASEMENT WITH JOISTS JB -JOIST BLOCKING B4 PloidLam LVL 1 3/4 1 7/8 1.5E 20 20 .4.. 55 RIgldLamLVL 1 3/4 1 7/5 1.5E 14 14 .�n wm. Mm. mmaS a m . CUSTOMER: POLYGON ' J -JOIST GALLOUT 56 RigidLam LVL 1 3/4 1 T/8 1.5E 4 4 DBL I-JOIST WITHOUT FILLER CONSTRUCTION z +a z ,e z :: z zr z z, PLAN DATED: 11/23/15 -o 1 BLISS 1:15 LVL 1 3/4 1 I/a 1.5E 28 3 94 B -BEAM(FLUSH w/JOIST) N.T.S. HDR -HEADER(BEAM BELOW J0151") Accessories °°^ DESIGNER: /44M1 L.HENDER50N DATE: 11/21/15 N1 MIT411.85 21 BBO-BEAM BY OTHERS H2 MIT 1 1.88-or-ITT 1 1.88 25 - 3 MAIN SHEET:2 of 3 _ PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" .: :R qualify engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans maynot be re-used or copied,In whole or part,without written permission from Pacific Lumber �' .. 4LI Comany,whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGID LAM'LVL RIGID RI M' 111k �en.�ocsp oduct supplier other Chan PaGlflc Lumber Company Is strictly prohibited.Unauthorized use or RoSEauRo Foa6YT Pvooucrs Poseawc locEsr PPOOUClS B�occs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include BELOW To rosy ABOVe. penalties of up to 520,000 per work Infringed,and$100,000 per work Infringed willfully. /. IIM! �RFPF-_JOIST •naauac FOREST vcooucrs le .W:, � � SIU CONTRACTOR NOTES: PE5/6N NOTES: .,....... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ...z...wr.....,..". 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ..... .... s"1". ...-"' . (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI-BLOCKNG PANELS MTH BEARNG NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 RTS. RT.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAP/NG: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5LEEP/N6 AREAS: TN/5 15 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD 4-1/2 RFPI-20 5 1 6"0.G. 4-1/2 RFPI-20 N 1 6"0.G. Architectural/Structural plans.Verify all START shear wall blocking placement and connectors ROOPLOAD/N6: START I I Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING avut prior to any c onstruction. 1 7psf DEAD LOAD HERE \ PATIO 1 1 1 PATIO / HERE I • R1 ' I e 1 04- n v s 1 • • • •• 1 I _ . . -.- - [ :J a. .../C.-2/ A n r Ss -e- 7 s I T-2 ?�K t.-=-. 1 43 41 41 41 41 J1 41 41 J1 41 .11 J1 J1 41 J1 41 41 41 41 1 J 41 4' 41 41 ..1 -1 41 41 41 41 R1 R1 i I R1 R1 .1232424242 424242..2 .l24,2-1242 .12-12 42 42 42 i' ,_, .. .r-,._ .. .. .. m1=4 4' ®.- .�� r P-_..- . : s� o- .. r x c rri-t ., _ = 1 4 c 21 s k -1=- rum _ J4 4. HP2 1 I I I /MPOR TA N77 -I f - REFERENCE INSTALLATION PORGH I I PORGH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-403 (Basement Floor) Paciliótumber /� POLYGON 341 3.2 ADD BASEMENT WITH JOISTS ( H HANGER GALLOUT Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth �/ J1 RFPI-20 1 3/4 4 1/2 15 24 360 ® -SUPPORTING POST J2 RFPI-20 1 3/4 '1 1/2 P 34 306 BASEMENT FLOOR JOIST LAYOUT & TRUSCOMPANY ® -P05 LOAD ABOVE J3 RFPI-20 1 3/4 4 1/2 1 22 22 SCALE 1/4"- 1'-0" .• R -RIMBOARD 44 RFPI-20 1 3/4 4 1/2 1 10 10 5430 JEAN ROAD LAKE OSWEGO.OREGON 47035 (503)858-4663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 4 1/2 i 1 4 4 46 RFPI-20 1 3/4 P 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:5415.2 ABD BASEMENT WITH JOISTS JB -JOIST BLOGKING R 1 OSB Rim 1 4 1/2 5 1 6 80 CUSTOMER: POLYGON J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 4 1/2 26 3 78 PLAN DATED: 11/25/15 B -BEAM(FLUSH w/JOIST) 492 BLKG 1.15 LVL 1 3/4 4 1/2 1.5E 26 3 78 DESIGNER: KAM/L.HENPER5ON DATE: 11/27/15 HDR -HEADER(BEAM BELOW JOIST) BBO-BEAM BY OTHERS Accessories BFLOORT H 1 TH01 7950-or-1714.5 4 PL 1 5-403 SHEET: 1 of 3 341-011 r 1 CR Cr SJSJ1 4 21 mi 4 21 F. \y SJ2 SPS% S,3 ,y . 1, S 1w C4 10U-01/r (s h 9:12 (3) s:12 cau C4 m C7 M; Ix. 0 S I a. , Al ■R+�ao Sip i 1 SJ3 :12s>J - sJ2 v ,T __- y . , 012 '� SA Ir 1 ,: li Nig , r b a g:14824 / / / iii re I- 15 x' -I GARAGE I, 2 '.r ©Copyright CompuTrus Inc.2006 BUILDER. ISSUE DATE. ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL ',:k„ PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3413-D REVISED 11-25-15 INFORMATION.BUILDING DESIGNER/ENGINEER FOR NOFS RECORD ' i umbe PLAN: RESPONSIBLE FOR ALL NON-TRUSS ':. DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 3413-D / D CHECKED BY: DESIGNER/ENGINEER OF RECORD TO D T R I C , COMPANY REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. c 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.