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Plans (94) .✓-c,51'.zor7--C ZZ!G G gDi12 S-46 /6-'74 LEGEND: SANITARY SEWER Pacific t/ _ 1 STORM DRAIN Community = f Desi n c_ 342.6 � I, • —w LINE 1 n 564 SW Main Street 342.9 �; Tigard,OR 97223 2 24.0' 1 x,2/- �I MANHOLE �r [1503-941-9484 L : ._ "' 7 ,'� - DATE: 5/11/2017 1w CATCH BASIN T____ 4_ _ __ __L____ STREET LIGHT REVISIONS �_ __-I--___� O p I iPI STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 24.85' I I ._.\i_:_\I I ! -__._____f • j EROSION CONTROL i I m� FLOW DIRECTION ARROW --Li' 1 r-lifi\N, j I \ - ,jI a LEGEND: ss SANITARY SEWER Pacific Community .r.) STORM DRAIN Design 342.6 —w WATER LINE SW 342 9 - ��� 1�sTigard,Main Street MANHOLE OR 97223 24.0' �'I ' ter '� ,---_._r. � ' ,• � \ ,. (T] 03-941-9484 _ t —_ _ — — _ -- ti CATCH BASIN DATE: 5/11/2017 - s _ _- r STREET LIGHT _ REVISIONS — I — 18.84'1-_. _-__--- L _�---"— ___._ II I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION C:DIY I r 24.85 I I `_ I I I — t j � EROSION CONTROL I I , �� FLOW DIRECTION ARROW I Ire I I r\ : IL,' Ii I I: I `; I `I � .1 I : SETBACK SUMMARY il 4,92' �. 39 Iii 0.00 I 1 H I i� ' ,11 { FRONT SETBACK: 12' �= I I i — 1,964 SF '1--- I i ! SIDE SETBACK: 0' 38i ° BUILDING: °°y I \ i • �, I CSTREET SIDE SETBACK: 8' 11 h I ��� 40 i i2 `��::— I ; TRACT ' FRONT GARAGE SETBACK: 20' ._-^SPLEX-E6B I 1 ' UFF=351.6 'I i, 1 I \ \ i 1, 1 i� _, FRONT PORCH SETBACK: 8' 1 i I i GFF=342.0 it �� i �I I REAR SETBACK: 10' J' 1 Al( I' I 1 1 REAR COVERED DECK SETBACK: 5' FRONT I ill I 1 i 11----,-1r GARAGE 1 I' i, I f .`t y , ��'�1a �_ I �_ j _ i,_.__ I PORCHrf— I Ir—— --,j �, __r 1 1 ';'%Ilr,l r ,r ° , LOT COVERAGE: M _ _ I L_ i-1 L'1 I— =� I !1 i 1 — I 1 I 20.00',— \ !;11'r Iir r 1�` — — —._ _ - - - - - --- ti;ii . i .,/, , , ,,7,/� 1 � `, � Ill } LOTAREA: 1,964 SF I\ 14.67' rf 11 N 0 341.3 341.0 \ � , lu, ' -_I ' �. r !i l if 1<t.'- i!// BUILDING FOOTPRINT. 693 SF \ ,V� �.,- \\! �� � " ` \ L ,_ 1 COVERED PORCH 63 SF RIVER v t v, I 4r i\ � , Nir� !1_,. ,, 4 _: -a - _ _ -1 - TERRACE -- — = - COVERED REAR PATIO: 0 SF H-. WATER METER i \ , i CANTILEVER LIVING SPACE: 0 SF EAST o SANITARY LATERAL L._ _ I SS \ — S`. — }_ .. ss , — — SSDECK AREA: 92 SF 1N_ss STORM LATERAL A \\ i TOTAL COVERAGE: 848 SF °' S — eS -- CS –.'',1 a --_-----!— 0:,,L- as \-1;t'a' - i —(1) GOLDENRAIN TREE 1 i �� o / KOELREUTERIA SW 169TH AVENUE LOT43.2 % 39 PANICULATA ____ % ' ' IMPERVIOUS AREA: 1,164 SF PLOT PLAN o \ / — T -- G m_; 4 a a jL_.-._. I G'E _ \__- 1� _i;r_t v1'"1,1 t,�'711!I.: H I, U Q Q ° CITY OF I IGARD RIVER TERRACE EAST (503) 221 -1920ip ° 2S1 W6 Approved by R Planning PROJECT NO.: 395-037 1,3„ River Terrace East Date: 6 //J ( J TYPE: CONSTRUCTION G (Yi 1 f SCALE REVIEWED BY: PRE Lot 39 LOT 39 (R-7, ROW HOME) 10 20 N 13047 SW 169th Ave RIVER TERRACE EAST Initials: 45 TBD SW 169TH AVENUE , INCH=20 FEET 0 o -0 co O -, E E m O m° CONFORMS TO DESIGN CONCEPT Q- -1 m m -9 r- CONFORMS TO DESIGN CONCEPT y co 73 7J '< CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH y ° 0 D m 8 ❑ REVISIONS NOTED REVISIONS AS SHOWN cs z Z Z Z NON-CONFORMING-REVISE&RESUBMIT NON-CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE '$a O ® WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE m DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE FABRICATOR;VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 2, z o z By Alexia Date_ 4/24/17 OVER THIS SHOP DRAWING. D 4. w MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: April 21, 2017 I `zi r .6-26 CT ENGINEERING INC n 75 m S o m � X .z/� L-,�.olod 1 I .013 I r .8-6 I I 0-6 L-21 I I ZIL ' Ill G m ifirwriarimi .0 Pm rn , .. < < c • erre ` '�' co z Z z tea _ ,, (ESN C:L1 ► ''— il_ 3 w ^' EMI ir om ry Zk:® :0 ii / Lr ''-'4.4- MI P at ��— � ■ I u / rii _ I ®C mczzzmco �ZGcv I � mmO2c( . likr.„ P. 000ZmZD Orz p vmo0qmc-fa) 9 A y Q Li -" � mmo200000 ithlk Ovmc ,m?-„, z< , f2, INoozrmoZoFTo-m,J. o oc-no._,,,,,,n _ .p XmmzA2-ic mo A- _ Q. mmOcn �ZxACD '� OS _ 1 E, mosikXinlin Q2< Cp i O o C Otomw � � � M NN � 91111/IIII441 . ,e .r ,. r- SO ali in111411MilMal KM ,W Millinia(11W.._. 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I F71 jl p I i g_ I1 FD2 p 102 4� % ? __,_iii Fli 11 I 111 J j¢ ii 12 �RM1T LRM1 1 03 0 IBMsI V11 � _� �. �11�I 1-o •�D 1-0 •m0 ' M�j� ,— RN11� F02 �d�RM1�l �i1=-- 101 1I� g_ Oui! cc IRM1J y IRM1J - �7 101 0 IRM1I -- ff- ___ IRM1� _ O Z CONFORMS TO DESIGN CONCEPT w g ®[0...o..� r�N ,OPre M, R" lug NJ g w g ❑ CONFORMS TO DESIGN CONCEPT WITH a 0 "f4eO°p � 0 0 a a a CC REVISIONS AS SHOWN CO o CO o CC o Ce LL o ❑ NON CONFORMING-REVISE AND RESUBMIT a o J;.. ; a a o o O THIS SHOP DRAWING HAS BEEN REVIEWED FOB GENERAL CDNFORNANCE w MILBRANDT ARCHITECTS to y N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE So io Eo FABRICATOR/VENDOR OF RESPONSIBILITY FOR COAFORNANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH NAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Dots:April 21,2017 CT ENGINEERING INC • — ' I1 ± Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4X20LVL 1 8 POLYGON RMI 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM1 14-00-00 1-3/4 X20 LVL 2 z RIVER TERRACE AREA 3 AMERI MOD 5-PLEX E-6(B)&K-6(B)LOTS 39-43 1 ALL BEAMS AND CONNECTORS PER ENGINEER 1 BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING: Pacifl11ber RM1=RIM BOARD BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING 40 LL BK1 11-00-00 1-3/4X20LVL 1 5 PL17-136 UPPER 15DL & TRUSS BM30 11-00-00 1-3/4 X 20 LVL 2 4 COMPANY REFER TOSTRUCTURAL BK1 10-00-00 1-3/4 X 20 LVL 1 3 4/20/2017 PLAN FOR ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 SHEAR BLOCKING PLACEMENT PER STRUCTURAL RM1 7-00-00 1-3/4 X 20 LVL 1 2 1 PLAN 1 BM2 5-00-00 1-374 X 20 LVL 1 1 1 SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 1 11 �•�� '� �'I BM21 5-00-00 1-3/4X20LVL 1 1 ACCESSORIES QTY IqI/ `�� `�� ��II BM3 5-00-00 1-3/4 X 20 LVL 2 2 —`�—.-I BM4 5-00-00 1-3/4 X 20 LVL 2 18 1 FLOOR DESIGNED TO MEET OR EXCEED U480 DEFLECTION CRITERIA 1 _ BM2 4-00-00 1-3/4 X 20 LVL 1 4 O HIT420 66 BM4 4-00-00 1-3/4 X 20 LVL 1 1 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 1-3/4 x 20 LVL BLOCKING 70' BM24 4-00-00 1.3M X 20 LVL 2 4 DO NOT: BM5 4-00-00 1-3/4 X 20 LVL 2 2 Loosen,remove,cut or notch RM1 3-00-00 1-3/4X20 LVL 1 4 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. RMI 2-00-00 1-3/4 X 20 LVL 1 20 RMI 1-00-00 1-3/4 X 20 LVL 1 6 PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM— PACIFIC quality engineered wood products for iodav's builder- g---.==7 xawrta These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2017. SOLO DLO.,ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI®� ,��� RIG ®RI , ""1°; /I' I' Oi Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other K i �1° , product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ¢asteu¢s ro¢astRaoDuers ¢Osa<euatsroaeaTveoavers w. To BEAa xe BELON. IxsTn',,a7ZxBLacKz IV, ' ____- ,III PeR OBT.,a 1a..uTcx copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include G Py 9 P 9 99e Ail / BEL.,TO POST ABOVE penalties of up to$20.000 per work infringed,and$100,000 per work Infringed willfully. / �IIO� RFPI-JOIST me le 1r Or CONTRACTOR NOTES: PE5r6NNOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM PIAS ,,,,.��,,,, ,-,�„„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR . ,Pow.+ ""''', ,,,,,t,,,, (UNLESS NOTED OTHERWISE) EXCEED THE LIVELOAD 3)ALL SEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOOKM6 PANELS SITH BEARM6IYALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) DFL/480 NTS. H.T5. 4)USE CAUTION WHEN CUTTING FOR PLUMBING PLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEP/N6 AREAS: THIS IS A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 12psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 e 1 COO. • 9-1/2 RFPI-20 G 1 6”O.G. 9-1/2 RFPI-2O S 1 6"O.G. • 9-1/2 RFPI-20 e 1 6"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: 9-1/2 RFPI-20®1 6"O.G. Purchaser responsible for approving this 25psf LIVE LOAD T FRAMING HERE START FRAMING HERE START FRAMING HERE a out prior to an construction. 1 7p:f DEAD LOAD START FRAMING HERE \ y D y R1 R1 51 R1 H �� IA l R, -It i, i�l , II ,i {11 I i I I .I ! I �e R' ® CONFORMS TO DESIGN CONCEPT I I j j ! j i r ❑ CONFORMS TO DESIGN CONCEPT WITH { I lI it 1 I ( 'I E REVISIONS AS SHOWN Id, .i9 J9 J9 : JiiJ$ - JB JQ Jr! R 1 R' I �� �� ; ❑ NON-CONFORMING-REVISE AND RESUBMIT l ! I I 111 - Il I _1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .� J JI J .11 J JI Il I, I {ll 1 I r i WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '� 1 : FABRICATOR/VENDOR OF RESPONSIBILITY FDA CONFORMANCE WITH THE t I 11 I i ! 11_ I y 1 I� 1 R, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R, !. =.- - A._.-- Via-.y__.k .. .-.-`"- - { j I OVER THIS SHOP DRAWING, JP it il I HDR9 , _ '- ND 9 H,R5 I J, R�SD Ul1 _ __ �� ,� t 1 � J .. _- ,- T— BY: Arnold A.Solomon Date:April 21,2DN '- ...ii j : I..... t h •��! �1 JCA .. - ..1 R 1 p 1 11 ti)11 R, H Jh J J 1a r JI Ji Jh J1 Jt 1 a II 1 Z CT ENGINEERING INC 1in n z " d_ :! i ! $4CONLIPT � i El.,,_______---", r 3 1;3 CONR:41hIS 10 B w �I to ❑ B II R I m to ❑ ,�B �d �I RI li t Ri I II , a' 11 1 _i R1 ..F L2 R y ll a .6 �� R, �� I. I • , re i �l II ( 11 n MIIRRANDT ARCHITECTS �� i � { j 1 Ii I: I : �A R3 R3 it ;1.i I. 1 ' II �' I I I I rs-.. yam.. ! JE Jn ._, Je,'„ --,44: — l - Ra -` 1. 4 4 is .1 Y _ 111 I rIl # { { { I II -fi f '1 x1.. • _ AI` _i .:�N I _.1 �H ,.. : , il 7 ii I p . Ij 1 i I I .1 I ,I '! It �.! ,I e • 9 J �y I { li ! 11 D5 F^„.H 4bb r. 4 4 , i=4t , - Ja 41 ! �51 J9 J8 .18 �b �7 B9 I I, �1 d 81 � I I {6 B?, 11 I ii 1HI II: Bx '1 '','� �I ' 1 I e1, /1' .-0sl' R2 ( I Isi 11 1{ I 1 I 1 I I R2 ry R2'* Ld ! �.I 11 11 I :i -' �`�p ,e JeR2 IL J,L yl iRLI I __"#k.. '' - -fl- -VHD49 'I�.�bi.. � HD 9 •y-..•s-': ��,�" L.... .• s-. 1,�..�il B10i ]i 1 ..:L�__ =:-.i'. WKT _1. I :--Lei -t.3 `-j'.-. I H O 3 1� '�� Rt ift , 17- ''H'--+--1, -Tr---'-- 2 2 2 PL 1-i-136(MAIN) LOTS 89-49 POLYGON RIVER TERR.AREA 3 AMER.MOD.5-FLEX E-6(8)K-6(5) Mrk a Material Width Depth Grade Qty Gut UN Tot Lth 51 -1.15 LVL Rim 1 3/4 9 1/2 1.5E 39 20 180 R2 O5B Rim 1 9 1/2 5 16 80 HDR1 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 HDR2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 IMPORTANT.) HORS Cascade 5.L.24F-V4 3 1/2 10 1/2 ,Fb-2400 9 12 108 REFERENCE INSTALLATION 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 52 Rigim_amLVL 1 3/4 9 1/2 1.5E 4 2 8 GUIDE FOR ALL FRAMING 53 RigidLam LVL 1 3/4 9 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION 54 BIG BEAM 5 1/2 9 1/2 2.1E 2 6 12 55 RlgidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 56 BIG BEAM 3 1/2 9 1/2 2.1E 1 4 28 �q 51 BIG BEAM 3 1/2 9 1/2 2.1E 22 14 MAIN FLOOR JOIST LAYOUT at 1-E6EN7: 55 BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 �� 51 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 24 SCALE: 1/4"-1'-0" (H j--HANGER CALLOUT 510 RigicLam LVL 1 3/4 9 1/2 1.5E 2 e 16 �/ .I$1 BLKG1.75LVL 1 3/4 9 1/2 1.5E 115 3 354 ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 9 18 162 & TRUSS C OM PA NY J2 RFPI-20 1 3/4 9 1/2 11 8 88 .s ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 36 14 504 J4 RFPI-20 1 3/4 1 1/2 2 10 20 R -RIMSOARP JS RFPI-20 1 3/4 9 1/2 4 16 64 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-1663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 12 28 336 PLAN: RIVER Tenn AREAS AMER.MODS-FLEX LOTS 99-49 E-608)5-6(B) JB -JOIST BLOGKIN6 J1 RFPI-20 1 3/4 9 1/2 26 26 616 CUSTOMER: POLYGON J8 RFPI-20 1 3/4 9 1/2 10 4 40 -I -JOIST GALLOUT J1 RFPI-20 1 5/4 9 1/2 5 12 60 PLAN DATED: 3/25/1 b B =SEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L.NENDERSON DATE: 4/2 1/1 7 HDR =HEADER(BEAM BELOWJOIST) H1 TH01T950-or-ITT 9.5 44 H2 4 BBO-SEAM BY OTHERS H3 _HU4 1005 1/9 9 - FL 1 1- 1 5 b (MAIN) SHEET: 1 of 2