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Plans (7) A/(57-Avf ce- cw'ri /PiGc-/ St/ 67- c4 "al T "" PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM" " " ro•, ,I' quality engineered wood products for today's builderi These pians and the designs are copyrighted under Federal Law by PaCCFIc Lumber Company 201 6. SOLIDCRO.l ABO„ The plans may not be re-used or cooled,in whole or part,without written permission from Pacific Lumber �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM-LVL RI GI DR I M- G� , E product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ���uc,5enamoQrMOW= ''i,' \ III% BELGn ro EosrP•ove. copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include " � penalties of up to$20,000 per work Infringed,and 4100,000 per worK Infringed willfullw NIM!�� '' RFPI-JOIST e.11•.�� CONTRACTOR NOTES: PES/6N NOTES: mow:.te ",«„""'. . 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �••••"�-d � 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPBLbcKNS PANELS rvRH BEARNs ruu ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NT$. NTs. (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR14opsf2LIVE LD LOA 5)PROVIDE PROPER SUPPORT AT ALL SHEARWALLS 1 2psf DEAD LOAD THIS/5APLACEMENT PLAN ONLY sopsfSLEEPAREAS: 0p5f LIVE LOAD This layout Is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 e'1 6"O.G. 9-1/2 RFPI-20 IF 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"0, .61.1 shear wall blocking placement and connectors, ROOFLOAD/N6: START FRAMING HERE' START FRAMING HERE . START FRAMING HEREPurchaser responsible for cng this 1 Ipsf DEADEE LOADOD START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 TpSf L R1 R/ 1 R1 R1 N / y 1 yo li N " •--C��11"—_ii' 1 :1-----1.4-7-1-11 : 1---7 [----*.----:,-,1 R I- ' 1" 1 R1 1ty L a RECEIVED RI �x �0 Jb .fb J8 J9 -17 .f9 -�� 'li I J9 Jb -11 JAY -I �b '19 Jl; -19 9I R1 • it 1 Jh 11 All 1 I a� J, �'I it J -11il R1 � II m,l '� I ! , _ I 11 II ;Il !I '� .� '• • FEB 1 6 2016 A 6P` Il �, ..! I I R1 i _� .:I }..... T 11 HD/E9 it i HMS r HDR3 .1i N W R1 R2 i _-'R"__.�� '--- _1 •!� �1 .jh J1 �h .h It .�r �h '1 Jry 1 �r 1 .iir ! jh .�1 Jh h .�h �� - i.:::_ --- Hi I� R1 W L7�I�IN HB 1 ?7GARD J , J JI -T ! R3 J G DIVISION 1a z it w z m Z�\�• ::>�^- -1:,1:...4 LL i:::4+ :' gk / x4 I I I xa .:4 ED fs .t1 • 1 R1 R1 1 R1 R1 1 H J �b I R1 R1 R1 R1 R1 R1 RI R.IR , 11 R1 I R1 I i' 11 1 .IZ �b let 'I . 1 - ,1 Ili 1i J� R2 • •!4 .�6 J �1I• J' a i Ji ..... ..... .-4..,,- Rs I a1 I „=.1Ji?Ro 4 11 J1 _. _N Rl . _h � ' J(r r I., 11,:i111,11 a 1 db Jp Jit 1 h 199 R1 Jn a4 ea ji JP dva '' a ah Jb J -IP ®Jp J&e s ' as Jr Ji, Jb g+ 071, =I1 I, i ( lay WII g' I �° ! 1 '�l' l $l! I 1 I:r ah .(1 l bn �- 1R g Jlo u�o J l �I Az JR .P .1x .I� 'I' -I° �r I ,.�-h.!' - :� 11 I.. o oo g. �`" 1` :I :;i �� .4[1.Z2 R9 D a HD 3 i ( ' ® R ,�yc r,...., y1 R !I CONFORMS TO DESIGN CONCEPT -1 .. I HD 2.�_... .:�•�'�' 4; -3 .� 4F �. R J.... II l S _ R7 -fr1_� I `, I. Y --,,!, " m R1 0 CONFORMS TO DESIGN CONCEPT WITH .. e9 .. ros •� —__ 'I as = I 1 _�-._.w '.1. � .j_ REVISIONS NOTED El NON-CONFORMING-REVISE&RESUBMIT 2 2X. Ya1H DESIGN CONCEPT714S SHOP DRAWING 1IAS OW( REVIEWED FOR GENERANOTCCONFCRMANCE RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN REVISED 1/211,181QH DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FL 1 6-32(MAIN) PRIORlY OVER THIS SHOP DRAWINIG POLYGON FRENCH REVIVAL 5-PLEX E-6(D)K-6(12) By David R Burnett Date 1/29/16 Mrk• Materiel Width Depth Grade aril Gut Lth Tot LEN MILBRANDT ARCHITECTS R1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 39 20 780 R2 0513 Rim 1 9 1/2 5 15 50 HDR1 BIG BEAM 5 1/2 11 1/5 2.1E 4 15 54 IMPQRTi1NT! HDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb"2400 2 14 28 HDR3 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 9 12 1 oe REFERENCE INSTALLATION B1 Rigid-am LVL 1 3/4 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING B2 RigidLYn LVL 1 3/4 1/2 1.5E 4 2 e. 133 Rigid-am LVL 1 3/4 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION 54 BIG BEAM 3 1/2 1/2 2.1E 4 5 24 55 Rigid-am LVL 1 3/4 1/2 1.5E 3 12 35 66 BIG BEAM 3 1/2 1/2 2.1E l 4 25 Bl BIG BEAM 3 1/2 1/2 2.1E 22 14 305 pacifi umber LEGEND: B8 BIG BEAM 3 1/2 1/2 2.,E 2 16 32 MAIN FLOOR JOIST LAYOUT B9 BIG BEAM 3 1/2 1/2 2.1E 2 12 24 SCALE: 1/4"-1'-O" H -HANGER GALLOUT .B 1 BLKG 1.75 LVL 1 3/4 1/2 1.5E 120 3 360 J1 RFPI-20 1 3/4 1/2 9 10 162 ® -SUPPORTING POST J2 RFPI-20 1 3/4 1/2 11 8 88 & TRUSS COMPANY ,ED J3 KM-20 1 3/4 1/2 36 14 504 -POST LOAD ABOVE J4 RFPI-20 1 3/4 1/2 2 10 20 R -RIMBOARD JS RFPI-20 1 3/4 1/2 2 16 32 J6 RFPI-20 1 3/4 1/2 14 28 392 10515 SW ALLEN BLVD BEAVERTON.OREGON 91005 (503)550-1563 LB -LVL BLOCKING Jl RFPI-20 1 3/4 1/2 25 25 676 JB -JOIST BLOCKING J8 RFPI-20 1 3/4 1/2 5 4 24 PLAN: FRENCH REVIVAL 5-PLEX E-6(D)K-6(D) J9 RFR-20 1 3/4 1/2s 12b 60 CUSTOMER: POLYGON J -JOIST CALLOUT J10 RFPI-20 1 3/4 1/2 6 36 PLAN DATED: 5/1/1 5 B -BEAM(FLUSH w/JOIST) Acceesorle• 7 H1 TH01950-or-1779.5 34 DESIGNER: KAM/LHENDERSON DATE: 1/22/16 HDR -HEADER(BEAM BELOW JOIST) N2 11ee'151/9 4 HBO-BEAM BY OTHERS H3 Hua 10 l PL 1 6—3 2 (MAIN) SHEET: 1 of 2 20" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS FSE ll El V206 START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 4 START FRAMING HERE FEB 1 `� /n� 20/V 0 0 0 0 0 /� �/ IBMBI �BM6� =_f BM6I BM6� == IBM6I p CIT 1 (I F TIGA�1Rt D RM1II e K -r--Z+- :IIRMI IRM1l , K1 RMI I2M1 er =s s FL _ _ ;_� RM111 4_ -��_a_ IIM1 1.7���'1V DI�'\71 �If RM1I 'T.ill JI Lt= L_ s _ 1 pp 7� Q �I� adr �_ III �_ -_ =SIF_ I� _ u 11 I ON III=-.0..= -R-=-`=-0=_._ _ O 10 =� _ 1 III O O II O� Oe 01 •,0 •Ot O _ 0 0 0 rn 0 o•0 rn o co ID A) co aD 11 a I Q �^ O O ''O O O n 4 O .i0 O p O O O II R V II O 0 LL 0 0 V 0 0 ID LL OU. LL LL 'LL O / 0 LL 101. U. L. 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F04 1'1'1RM1J _ 104 _ • RJ-,. jj N F12 >8( F12 N II 11P — — n11P 4 112 - ce F ® F04 F04 — N ID 4 9 °IN N Ip L 21 • F12 F12 ® Im re CL mI 0 F12 FI I F03 1.III— F03 r F03 m IQ _ °IleII' s 2 ' F12 II IIF12 Y 2 F t F03_� F03 �� d 1 Ft2 x g ® PI /Q\ I _ ra F12 911 III F12 ® m F03 cc11 F03 11�J ' re I1FP s F12 (nl ° ,- -�— @ - 4ll cereIR ` F121 f112IllF03 BM2l_ F12 l �I1_IBM2I �IBM2I_ +I - (6-,1°'42-\ o F03U Ts 41=11 (_j IU F114 ` _ F03 F11 0 RM1 M1AF02 • 10 V D F1, ° 4 Ell I , 111 • F F02 O I I� 2 A P F,1 ° - - Ell I A A F11 F02 m m F02ti a 4 • UJ Lll F02i 51 Y F11 F1, III w w Y F11 F02 A u 5 r=11 I 111 ` F02 I- -I F02 g Ell ° ff 1 a f ' .12- see i� i P F02 6 F11 ° $tt 3' =11 1 a a 111 • F02 I a a F11 6 r 1 N F11 F02 H p hl F02 N H Men z Fl F7 BM24 1-03 Fi 1-0300 BM24 F1�� FOt 5. -- la - 1 6- h �� N ii. RM1 �RM1� FOt d RM1 1-03100 IBM24�^ - ?Mil ® 5 MI N 2tl I�f cC IRM1I c re � e cc IRM1I ¢ O IRM1I 1- > F S t Ir W W W g V g V U U o O Q O cc a. re n cc Ea• 0 N O IW O M O K aa z a 3 a ox 1- 0 x N In to x N- s w + Products JOIST WITH RIM PIotID Length Product Plies Net Qty I ALL BEAMS AND CONNECTORS PER ENGINEER I j CONFORMS TO DESIGN CONCEPT BK1 37-00-00 1-3/4 X 20 LVL 1 5 ▪CONFORMS TO DESIGN CONCEPT WITH POLYGON f LOOR LOADING. RM1 NOTED RM1 37-00-00 1-3/4 X 20 LVL 1 8 BK1=BLOCKING ❑NON-CONFORMING-REVISE&RESUBMIT RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1=RIM BOARD 40 LL TM SHOP DRAWING HAS BEEN REVIEWED FCR GENERAL CONFOrnwN E FRENCH REVIVAL 5-PLEX E-6(D)&K-6(D) 15 DL Pacifi mbar WITHMDESIGN CONCEPT Ora? AND DOES NOT RELIEVE THE RM1 14-00-00 1-3/4 X 20 LVL 1 3 ORWWF TS EEOF R E RESPONvPFV FOR COEra IMNCO WEH E ERV/ BM23 14-00-00 1-3/4 X 20 LVL 2 6 REFER TO STRUCTURAL PLAN FOR ADDITIONAL DWI,.OVER TNS SHOP AND APPLICABLE CODES ALL OF wHpl HAVE PL16-32 UPPER POST TRANSFER BLOCKING CByJFRT OVER TMsSMR BAwMG & TRUSS COMPANY By David R Burnett Date 1/27/16 BK1 12-00-00 1-3/4 X 20 LVL 1 3 AND SHEAR BLOCKING REQUIREMENTS. MILBRANDT ARCHITECTS BK1 11-00-00 1-3/4X20LVL 1 3 BK1 10-00-00 1-3/4 X 20 LVL 1 5 1/22/2016 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I RM1 10-00-00 1-3/4 X 20 LVL 1 7 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I 11111k.BM6 10-00-00 1-3/4 X 20 LVL 2 10 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA RM1 7-00-00 1-3/4 X 20 LVL 1 2 — II)/— =` ��) BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY I _=- BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 Oq HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DON T: RM1 3-00-00 1-3/4 X 20 LVL 1 4 Loosen,remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 — LEGEND: SW ROY ROGERS ROADSANITARY SEWER Pal'i l I c PLANT STREET TREES: C 0111111 u n i t SD --- STORM DRAIN I)� i �I1 2"CAL. KATSURA TREE/ ` CERCIDIPHYLLUM FUTURE CURB AND GUTTER, TYP. - v, WATER LINE 12564 SW Main Street JAPONICA, TYP. „,_ ..., 'J •:,„,:s Tigard, OR 97223 MANHOLE 941-9484 . ■ CATCH BASIN -.. -. __--*-.. _ �' 6.00' _ i� DATE: --__-:__=-_\_4±-±,7-_-__,- __ rt=� _-= -- _. -_ — - _ --_-,----_-__----_---77___ - — _ — — -` Z STREET LIGHT REVISIONS 2/11/2016 ------------F--:1--------'',-- == - �- _ = _ Y PUE - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 10.00 r V LANDSCAPE TRACT EROSION CONTROL C,e r e. c a . r 6 ° a ''s. .- .._ — :4‘,,,L — o � -3 o f -4 -^� P- 1 f — STREET SECTION, SEE I 26a 2'7---r----- =~--= 269.2 -` -- � CONSTRUCTION DOCUMENTS ..- 44' RECEIVED ^` f. �_ 268 — 1 - — - ---•_� -1- DECK < 36. -9.15 14.50' - --- __ - ABOVE GROUND - - -266 _” /',• ✓ - SETBACK SUMMARY FEB 1 2016 _ ---- — — —-1-�264,x- �] 1 'I El_ ____ i---— —27_-_=------262 FRONT SETBACK: 12' CITY OF TIGARD ---- `-. 1 13.85' -- ! ! — /r REAR SETBACK: 10' ;UILDING DIVISION II I 201 0.00' I , 1 I I , - SIDE SETBACK: 0' I I I --_.__-_. _-._.___- I FIRE CODE SIDE SETBACK: 3' 2,351 SF, I GARAGE SETBACK: 20' I I '^ J I li / --- PORCH SETBACK: 8' BUILDING:M B LD I � , TRACT CC '^ I __ I 1 PLEX-E D a� I 5 6 _i'r a I I TRACT L i i Y i ,�I UFF-272.9 ,� E I 04 205 I , , 2a2 2Q3 s. �' 1 E I i I / I GFF=263.9 ii ; I ,, ' L; .] 1 ti v j t I 1 / i �` , FRONT �+ i ![ I ,1 /� �''' I ' i GARAGE / 1 / /��/';�, I i i 1 s I Ir . I j �I I LOT COVERAGE: N 1 1 i — - 1i____tri ___ ROOT PATH SIDEWALK ! !; ,,' L IT— -- ; --- h�- --II=r= I ---t11 T AND DRIVEWAY SECTION ;% /I TT m I (� I I ( I , ;I %,'/ /; I ,��,/ Lt: LOTAREA: 2,351 SF— , - -'' R o { ----A 18_1T/ 20.00' / SIDEWALK /,'/://'- rl PUE , RIVE NO. _ �/ — oJr- — t— — — ` — — — — — — — — — — `� 'ID ► BUILDING FOOTPRINT: 680 SF TERRACE i--�--265.2 9 °i-.�__ x'_ _ _ P x 4 _x_x_ x x x, ._x_ ,_xx _A : it-L . 7 , _-, .0* ` COVERED PORCH: 55 SF N j i I . • . 1 20\'. Mg ° `� IIII NORTHWEST fi CANTILEVER LIVING SPACE: 20 SF { N PLANT 1 STREET TREE IM '' , ifl �� ` __� ' _ �, COVERED PATIO: 0 SF o � ) , i WATER METER 2"CAL. DOVE TREE/ _ _ -i, - Y- —! w w_ ,w.- --- M -- - i / �` j \ - M DECK AREA: 92 SF o DAVIDIA INVOLUCRATA {' LOT 201 M ! -+- SD —�-1, -- -- So — ---- TOTAL COVERAGE: 847 SF • PLOT D -- S q' --------- PLAN 1 SANITARY LATERAL > SD 32.00'as --1-^-_. m ` / STORM LATERAL ,' SW BEACH PLUM TERRACE 36 0 % (�,) I-------- SSi 7 - _ SS :--,,,------7---1-- SS 1,/--:_-;� SS — _ S5 IMPERVIOUS AREA. 1,007 ti — II -- —yf� — S5/ SF J i , ---- _,1 : _ ._,.,._. _ _ _______„____ i h .. _v. __ __„__ _ I.a ',� .'`: i 1,i � \ / I CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920CP§ Approved by Planning PROJECT N0.: 1 In 395-037 2S 1 W6 Date: 2/ " I SCALE REVIEWED BY: PRE CONSTRUCTION 4 LOT 201 (R-12, ROW HOME) 10 0 Initials: �''1f3 cn RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13464 SW BEACH PLUM TERRACE