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Plans (100) /41—C772-0/(0 -06, l73, e'r S w 54 k� LEGEND: —ss SANITARY SEWER Pacific is Community 278.9 —276.6 SD STORM DRAIN 16.0' 20.8' .2' DCsl�n W WATER LINE - T 12564 SW Main Street �������'` �N9`�40��1 i MANHOLE Tigard,OR 97223 [11 503-941-9484 16.97'- I _ _ _ a CATCH BASIN DATE: 12/07/2016 I _l 26.95' II — y STREET LIGHT REVISIONS 1 11 l0. STRAW WATTLE PERIMETER NO. DATE DESCRIPTION II1 I I EROSION CONTROL LJ I 1 J 1 1 -1-__ © STREET SECTION, SEE ' ' 1 ' CONSTRUCTION DOCUMENTS I1 I1 116 �► 1 1 1 5.74' --+� I j 4,320 SF III�- 15.26' 1 ; BUILDING: 3A-DL ; 1 : I SETBACK SUMMARY 115 Q I ; FF= 295.1 I I 1 a I 1 di 1 117 FRONT SETBACK: 12' . 1 I BFF= 286.1 1 1 cr 1 I i 1 l 1 i SIDE SETBACK: 5' z82- STREET SIDE SETBACK: 10' _ _� I� `IN* 284 REAR SETBACK: 15' Y _I ' 1 GARAG J I�j 1 286 PORCH SETBACK: 8' E 1 I 1 288---_____ _ - GARAGE SETBACK: 20' 290 c)--- MMI; I alr -- PORCH I 1 - _ 1 1 r - 01 I N iI 1I 6.00' li _o — 20.03' 17.04'.18.005 1 I PUE o i LOT COVERAGE: o \ 293.8 � —j �— , �1 291.4 _ — %/ iL �1 _ e 3_I, -3 — —, i f 36 1;\11M1 \ I 7 LOT AREA: 4,320 SF RIVERL, i = SIDEWALK 11 �! I ,/ BUILDING FOOTPRINT: 1,585 SF TERRACE — . =f- = -- 3 - - + / -,,,\ ` vv_ '` l'� COVERED PORCH: 45 SF PLANT (2) STREETSTORM LATERAL ' NORTHWEST %\\ WATER METER o as vTREE: 2" CAL. SKYCOLE �' 4sCANTILEVER LIVING SPACE: 16 SF 28.00' ao' HONEYLOCUST/ t �'o co j 1 GLEDITSIA 7' [ o I / COVERED PATIO: 0 SF TRIACANTHOS INERMIS ==is' SS B S= i I i _. " it N ff SANITARY LATERAL DECK AREA: 151 SF M Y , ` SW SHADOW TRAIL STREET / I LOT 116 N I o i \ a �, \ �, J TOTAL COVERAGE: 1,797 SF PLOT PLAN yIP, ' l":1 '` , _ ,,, _ _ • 41.6 �'� T. �/ ------ IMPERVIOUS AREA: 2,302 SF o I FE 0 a .5 NI- s� -`a7- :GARD RIVER TERRACE NORTHWEST (503) 221 -1920 A = ` � `'�a ming C „^ t �a e: O. WCI PROJECT NO.: 395-037 a 2S 16 --- TYPE: CONSTRUCTION 4 SCALE REVIEWED BY. PRE �, LOT 116 (R-7, STANDARD) Initials: '--S 10 20 co RIVER TERRACE NORTHWEST 17394 SW SHADOW TRAIL STREET 1INCH=20 FEET Q Z �" mrwu °.� PACIFIC LUMBER COPYRIGHT 2UI4 ROSEBURG FRAMING SYSTEM" --ms.,., � ,II ' quality engineered wood products for today's builder I/ These plans and the designs are copyrighted in 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 DLAM-LVL RI GI D RI M` w SOLD BLOCK ALI_ p'"°`°" PosTs PRon Heave N10D"'�"„xu, ro seAR;nv se;.orv. company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ."-�.� � / ;MsrALL SMASH product supplier other than Pacific Lumber Company is strict) �� -wa,. ,IIID PER DETAIL e.MATCH PP p ystrictlyprohibited.Unauthorized use or ROSEBURG.FORM FROOIfCIt ROEfp.f6 Faysir.atiacrs BEARING AREA copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include �� ' `� se,on ro POST ABOVE penalties of up to 520.000 per work infringed,and 5100,000 per work infringed willfully. ,► �,M * RFPI-Jolsr _ ! ! %110' .�f.U46 fORfE,E.UdUC 5 UCONTRACTOR NOTES: 05516N NOTES: °°"M'"°°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM MA5 FiT.+,."".°""°iitrmm-°°°`"9 MAIN FLOOR.JOIST LAYOUT • 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ' - (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD SCALE: 1/4"- 1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFIBLOOKIN6 PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER PETAL (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. NTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAF/NG: 5)PROVIDE PROPER SUPPORT AT ALL 12psf DVOD SHEARWALLS 1 2psf DEAA D LOAD START STARTTH/5/SAPLAGEMENT PLAN ONLY SLEEP/NG hRErVS: (DOUBLE) 1 1-7/8 RFPI-20 1 9.2"O.G. (DOUBLE) 1 1-7/8 RFPI-20 1 9.2"O.G. 30psf LIVE LOAD ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® This layout is to be used in conjunction withArchi1 2psf DEAD LOAD HERE HERE heart wall blocking placement and connelans.Verify ctors ROOFLOADING: Purchaser responsible for sf LIVE -. -.__. N. _ ayout prior to any construction. approving this 25pp5f DEAD LOAD _ BS---- B5 --t 1 1 _u H R1 11 �I ,1 I I I I Jp1 r .___ l_. f II ii JBq Ih • t �L r1Ii_{D,1 1 4- it ,I III I ill I it 1 1I I I, 1 ' ! ,, it l j ' I I 11 ii ii I Ili '' j 1'1 11 I1 111 II i �ii 1 j' II ! I I I II illI J Jj J I .� .J .� .�1 I .)1 .J'1 h ..11 4 � 1 ,JI1 _1 1 I1 J1 1 J1 4 11 J1 -11 41 y 1 _, i 11 J M -�• III1 ! 1 1 1 1 J;1 11 J1 _1 1 1 J1 J1 1 J1 J J J J� I J� JI « ih ]II . � J1 .1i1 .h 31 j " is • I i -.1 II ! ! ill ! I. ! 1 1 R 1 I ! it IlI II I; ! 111 ii II I 1 __ I II I H 1 I I _ II .a 1 II II II .—.. '* ` jI. ,t,t ji . j L JfiL 1 Jr �r 1 Li. .11l..__IL A., .sl. .€�L. 7 ----.1 1 54T -- ...,1._ 1fB 11 -_1 r _1ir 711: $-2' 52--��3�)//�ra- 1`$1 ii'-_ .1.4-11'"„11 11'ir 7IY`. 't� 11""-7fi 7T_-_-`r341T 7!r_-_.it -- �• ° Jr1 Jp J• I _A• J• • j- K1 3 -1 R1 `--ARB I 42 JR J.2 J,2 12 J2 12 -112 _2 J2 J? .2 . �1 �°� �I�1E, °��.. R 1 ' . I ' 11111 13 6 , �I] , . YI 7 i I nr I J1 J 1 J1 J1 j1 J.1 1 1E.1 1 I it ii X11 _ � I JBB: :_ ,i—. _ J:. J3 4 J3 J3 J� II I JB' ; JB 1 I 1 i 1 I I 1 till , I�I�I 1 :'; • 1 PORGH - PORGH R1 \ START START / R1 1 1 FRAMING FRAMING 11-'1/3RFPI-20G 1.1.2"0.G. HERE HERE 11-1/5RFPI-20019.2"O.G. IMPOR7-ANT.I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-339(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:3D BASEMENT WITH JOISTS Mrk s Material Width Depth Grade Sty Gut Lth Tot Lth a1 RigicLam LVL 3 1/2 11 7/6 2.0E 2 8 16 AA DOUBLE I-JOISTCONNECTION SPECS LEGEND: B2 RigidLam LVL 3 1/2 11 7/8 2.0E 1 6 6 V. B3 RlgidLam LVL 3 1/2 11 1/0 2.0E 1 4 4 Filler is blocking n notu usly atoprovided both pacm .% umber H -HANGER GALLOUT B4 RIgiALam LVL 3 1/2 11 7/8 2.0E 1 14 14 • I-Joists are continuously laterally supported by ��, B5 RlgidLam LVL 1 3/4 11 7/8 1.5E 1 22 22 connection to the sheathing at the top flange.In -SUPPORTING POST Be RigidLam LVL 1 3/4 1 1 7/8 1.5E 1 4 4 addition,the in the sheathingshall bepositioned & T R U S S ® joint COMPANY IED HDR 1 BIG BEAM s 1/2 9 1/2 2.CE 1 8 8 over the center of one of the two top flanges to assure -POST LOAD ABOVE R1 osB Rim 1 1 7/5 T 6 2 shear transfer between sheathing panels. R -RIMBOARD J 1 RFPI-20 1 3/4 1 1 7/H 1 2 20 960 / g J2 RPM-20 1 3/4 t t 1/0 12 4 ae _,�/ PI wan 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)858-9663 LB -LVL BLOCKING J3 RFPI-20 1 3/4 11 7/8 6 15 toe '"°° JB -JOIST BLOCKING JB1 BLKG 1.75 LVL 1 3/4 11 7/5 1.5E 25 3 75 ,.� '-°'° _'^� �"' '^'� "'r PLAN DESCRIPTION/NUMBER: 3D BASEMENT WITH JOISTS .B2 BLKGRFPI-20 1 3/4 11 T/a 10 s so Pa,°-m°M° Mm M. Min M. M." Max M,° Max M,° M. CUSTOMER: POLYGON J -JOIST GALLOUT DBL I-JOIST WITHOUT FILLER CONSTRUCTION PLAN DATED: 1 0/8/1 5 Accessories B -BEAM(FLUSH w/JOIST) H1 Mrr4 t 1.88 20 N.T.S. 10d or lad r ,e r ,a r :e r RP HDR -HEADER(BEAM BELOW JOIST) H2 MIT 1 t.85-or-17711.88 16 m, r �° DESIGNER: KAMI L HENDERSON DATE: 10/12/1 5 H3 HUG410 1 BBO-BEAM BY OTHERS PL 1 5-33 q MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM" -=.. PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's builder" wmtwu- �"rt These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. The ions maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber M a r ,I' I' iii Company.whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGI DLAM LVL RIGI D RI M" SOLID CLOCK ui .osrs.aoM move ro senrcwo ee�on. R , / «sru�swnsx e�ocKs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FORGO rleouuars cosaut6 BOOM rcooirors 441k1=7:- `,IIID .ere vernw�a.H�rc« copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include G na 9 p 9 99 i escon nn noer.,eove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �� RFPI=JOIST r ROSEBURG EOM I PROOUCIS d Ir1�, III CONrrAO TOR NOTES: DESIGN NOTES: I� 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS «�.xo� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �� � `emm.a.�.xr EXCEED THE LIVE LOAD (UNLESS NOTED OTHER W ISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM BLOCKING PANELsnMTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)P12DEAD LOAD 9-1/2 RFPI-20 @ 16.0.C. 9-1/2 RFPI-20 e 16"O.C. SLEEPING AREAS: START TH/5/5 A PLACEMENT PLAN ONLY. 3Oppsf LIVE LOAD START This layout is to be used in conjunction with 1 2 sf DEAD LOAD FRAMING 1 I I FRAMING Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: HERE PATIO 1 1PATIO HERE Purchaser responsible for approving this 25psf LIVE LOAD N — — �..---�-�}— I I j / layout prior to any construction. 1-1psf DEAD LOAD aio a 1 I II I' 'I `. ,i 1 11 1 7 _ .. .a - 11 I 11 1 11 1 ii 1 li ; l 11 1 1 !11 11 II J-2 ii J. I II II J5 II JB2 1 I R1 J1 .11 J1 .11 J1 J1 .11 J1 J1 J1 J1 J1 J1 -111 .l1 11 i 1I1I I -1 J1 40J1 41 J11 11 .�1 ..1 J1 J1 -1 J1 1 Ji R1 II Jt2J% 5J3 - .1$-3-3 3J3-b 43J$J34D-3J3 ¢ 1 I I y R 1 R 1 I I; 1 t 1 I ,,. —i I 1 1 ! I i 1111 s 11 1 1 1 11 1II =J61 .. �— • , i Al c ,1 t . . l f�� .. I 1 UP d .c i • I---9'-2 7/8" P'-2 7/8" IPORGH 7 r PORCH 1 I I L I I J IMPORTANT./ REFERENGE INSTALLATION GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-339 (Basement Floor) LEGEND: POLYGON PLAN OPTION:3D BASEMENT WITH JOISTS c� Mrk l Material I Wl Depth 1 Grade/Qty I Cut Lth 1 Tot Lth Pacili ^A umber ( H }--HANGER GALLOUT J1 RFPI-20 1 3/4 3/4 q 1/2 15 24 360 \® J2 RFPI-20 1 3/4 9 1/2 1 26 26 -SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 10 28 280 BASEMENT FLOOR JOIST LAYOUT & TR U S S la COMPANY ® J4 RFPI-20 1 3/4 9 1/2 1 8 8 POST LOAD ABOVESCALE: 1/4"- 1'-O" J5 RFPI-20 1 3/4 9 1/2 1 20 20 R -RIMBOARD J6 RFPI-20 1 3/4 9 1/2 2 2 4 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 L6 -LVL BLOCKING R1 OSB Rim 1 9 1/2 5 16 80 PLAN DESCRIPTION/NUMBER: 3D BASEMENT WITH JOISTS J5 -JOIST BLOCKING J51 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 26 3 78 CUSTOMER: POLYGON B2 BLKG 1 3/4 9 1/2 26 3 78 J J -JOIST CALLOUT PLAN DATED: 10/8/1 5 5 -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMI L.HENDER50N DATE: 10/1 2/15 HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 1 7 950-or-ITT9.5 4 PL 1 5—339 BASEMENT 550-BEAM BY OTHERS SHEET: 1 of 3 POLYGON El CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH PLAN OPTION:3D BASEMENT WITH JOISTS 0REVISIONS AS SHOWN 14"OPEN WEB JOIST @ 19.2"O.C. PL15-339 UPPER ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS SEEN REVIEWED FOR GENERAL CONFOSWAC.E 10/12/2015 SETH THE DESIGN CONCEPT DALE AMD 6OES SOT 551I505 THE FABRICATOR/VENDOR OF RESPONSIBILITY FOS CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFIC/MONS ALL OF AHiCH HAVE PRIORITY OVER THIS SSD?DWAWIRS. START FRAMENC Helie ) VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS St MRPL z'-e 10/13/2015 CT ENGINEERING INCl 5-00-12 k Products I'► r PIotID Length Product Plies Net Qty i� RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 41-DO-00 1"x 14 APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 ° RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 CO EA CD rn DI RM1 4-00-00 1"x 14"APA Rim Board 1 1 LL u U- o U- U- LLU- LLLLU- ' LLI. IL BM24 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CBM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 iii BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1BK1 00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 0 1.5 RigidLam LVL 1-3/4 x 14 1 1 I 9'/ 1 1 i5 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A_�_� _ _ rQlL�_ :K1i _A__ „ .1-vic s_ N BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 RM1� IBMB� ®j -ti Ca ', `f`p`s ° ` — -— BM3 20-00-00 7 X 14 BIG BEAM 1 1 6-0: . jr I 12-05 15 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 O ill II BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 :K1 r �C BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 m „_ = BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 m AHY BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 rt LL LL LL - 4 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 .tea .. 2 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 • el/ c4 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 M •LL ON o U,4 FLOOR LOADINC ®,�• .. A __ _ _ _ _ _6 M1=BLOCKING 40 LL 11-01® +BK-1 _f 14 RMS=RIM BOARD 15 DL L. LL o LL l•-• o IP� 0 . II ACCESSORIES QTY II 0 TH017140-2 60 • - 11- © HUC412 2 I a 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' 0 o o. 0 0 0 +0 0 I `N I :=LL I.LL. .� LL LL LL (74.-, © HGUS410 1 (q� m . 13-07" I: L j 13-0 i�ii�li _ _ _ a_ - _s -:'_ I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I': I IBM21( REFER TO STRUCTURAL PLAN FOR ADDITIONAL G__:_ _ _ h–�BM1 ® POST TRANSFER BLOCKING 3 '-01 mI i- AND SHEAR BLOCKING REQUIREMENTS. =I.:.� ..–�–.. – –a–�_ e B I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I IME 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' SHEET 3 OF 3 JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" Pacifi :.. umber & TRUSS COMPANY