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Plans /t-ts7.-- 4,,,6 , 647.,„2„. 17c A5W b' C k )4rc Wc_ LEGEND: 1.1°ft SS SANITARY SEWER Pacific D STORM DRAIN Community Design ----- — WATER LINE 12564 SW Main Street () 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 12/08/2016 )*' STREET LIGHT i REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL TRACT A STREET SECTION, SEE © CONSTRUCTION DOCUMENTS 6' COVERED PORCH AND DECK 5'WIDE PERMEABLE PAVER SIDEWALK8'21' �, 14 00' ja '�n��� � ; '� N SETBACK SUMMARY 244.8 '246.0 ai FRONT SETBACK: 12' � 7.50' PRIVATE ACCESS EASEMENT, � lSIDE _ - — _ + = REAR ALLBEY/PRIVATE -- __----_ z5 ,���� iI i ! _ad! _ h I - r STREET SETBACK: 0' "I 1 _ -_,_-_-=-- — -- ---- __ X52� -� '� �__ I _ — — _ - � ���T � — PORCH SETBACK: 8' �� �1� I GARAGE SETBACK: 3-6' t I it �7. ' �ktuw 2,5 �' LE ����� �hit��i�iii l / itN - , 1I * FIRE CODE SETBACK: 3' ¢ I : 1 0.00' 2 ' 0.00' n�'I }4 ., �; _i 874 SF 1_ I ., 1 1 -, N) '' 1 BUILDING: 3 I _ 5 ! 4PLEX K6A 1 I i csi `:`, 1 - .� 1 LOT COVERAGE: o • o' FF=256 0 I+o I == i II 1 a' GFF=254 7! r,,I. I I, ' I I j� o �` 1 ;j I LOT AREA: 874 SF N PERMEABLEjPAVER DRIVEWAY GARAGE ; I' 1; 4il,[ POLYGON AT 1 1 "' �I 6.00' j 1 ', 1 BUILDING FOOTPRINT: 560 SF WEST RIVER J1 % — ~ � � ��� y _ _ = REAR COVERED PORCH: 15 SF �, '�� . � I. �. !:-.1—C �' ��E� _ 1 I` TERRACE a p ' CANTILEVER LIVING SPACE: 19 SF c\ .4----,',- --7:2,,,::.,----:, 254.6 7`S j 254.5 3.00'. .. 1 IP, as -111--,--,1. -1' .i � t�� $ - � _ PUE - ._ v • h - ,,' = -; 1 �� 1 w r .___ _- SS � DECK Ft COVERED PORCH: 74 SF o < '17 r -�..� \ SIDEWALK DL TOTAL COVERAGE: 668 SF 0. - SANITARY LATERAL 18.00' r, �. I. �.- WATER METER ti ;`; ': TRACT C " c ! �., � = SW ROCKY RAMBLE LANE . '--,--'---.,,,----z-',',----, 76.4 % LOT 2 t. - .. - --. SIA .--:, :‘'''''':',,'`,--T'„_` �' j��41'41, -'-7,2"'-'‹ >> " PLOT PLAN N i- ..i� y 1 —4.4, `�, �, - ~�► -.� �`� ``,, IMPERVIOUS AREA: 689 SF 2 / ,1 [ ` ` ,,,„-s.,:;:- _ _ VISION CLEARANCE TRIANGLE . `� ,,,,,,,,,,::‘,*'>,./7-:: ., 0_ /j /� may, — �.. it y — c CITY CF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by Planning0 `e PROJECT NO.: 395-029 % 2S1 W6 t,e ] `I T TYPE: CONSTRUCTION O CN LOT 2 (R-25, ROW HOME) t SCALE REVIEWED BY: PRE Lo ].litials: o 10 20 co POLYGON AT WEST RIVER TERRACE 0 17082 SW ROCKY RAMBLE LN 1INCH=20 FEET /1.._...r:47(:),/.6 -Oe‘, t ;` LEGEND: Pacific ss SANITARY SEWER Community D— STORM DRAIN Design w WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 CATCH BASIN [T]503941-9484 DATE: 12/08/2016 1 STREET LIGHT I REVISIONS STRAW WATTLE PERIMETER co. DATE DESCRIPTION EROSION CONTROL TRACT A STREET SECTION, SEE19, © CONSTRUCTION DOCUMENTS 6' COVERED PORCH AND DECK =w " 77 5'WIDE PERMEABLE PAVER SIDEWALK V 1400 a ����iG91'9 821 N SETBACK SUMMARY ,� � ,i��� ��244 8,�N�61��� � � ,.. „ 246.0IIIG����Pw1;' FRONT SETBACK: 12' 7.50' PRIVATE ACCESS EASEMENT SIDE SETBACK:* 0' -T — _ _ — EAR ALLEY/PRIVATE - llaw '1-ii if - 7_+ ,=,•' t� - 1---1 L '4 i REAR SETBACK: 0' —-25 �i _..... fir. wt� +S� ���� :�iD�4�A4S���iP� Y�h�b�F ��r'^f� �9c a ��ir � -C-" � - C1 ---=---Mi _____ --1---{_ PORCH SETBACK 8 _ � GARAGE SETBACK: 3 6 - - I -5.° -__ 4 iI I 2 I I— ,� r— I -- -_�---- r * FIRE CODE SETBACK: 3' 7inl� � 4z I !� 1 I I �� r'I 1 0.00' 2 0.00 II 1 1 l I I. 1 I1tl r' jl;', I 1874 SF l I I I\N �i Ii � - - n I. 1BUILDING: I 11 1 N Y i 4PLEX K6A , 4 5 LOT COVERAGE: c ~�o \ �'d i o; FF=256.0 ` .-- GFF=254.7 ; ' I ' 1 o `n I 1 `^, II L 1 1 li LOT AREA: 874 SF N PERMEABLE PAVER DRIVEWAY �.- - 1' € I Ii �' 1 I_--, \\,,I; POLYGON AT GARAGE I N,1 6.00' i I BUILDING FOOTPRINT: 560 SF WEST RIVER N __ --_ - 1,-.-„, 'W--- ii S� Iasi-- `_ L' — :I::::ACE r. .\' ■ i _, 4 k _ - TERRACE 1 u : 19 SF N _ I 254.-8 1111 -,a 254 5 i 3.00' ;„ 4 P• E I EIS, \_ ---- `-t ` `'`,-`; �` v 1 : ��° '"' U_ • — — SS — DECK&COVERED PORCH: 74 SF • _.._ �j '� �� > SIDEWALK • I _ SANITARY LATERAL -� -�,. DL 18.00' TOTAL COVERAGE: 668 SF LOT 2 - ;-f- f � —',-,:‘,„,,'' ',2,'.•,-, WATER METER � „ _ -.- ��- , i `�,,,- `y`='*_____, SW ROCKY RAMBLE LANE ;TRACT C'— ~ `' ' " � �� __ ti; :;~ � '__ 76.4 % PLOT PLAN /j ` ,,,.� y`v a--- 4_:_- -, '',,,\'',' ~`.1 '`:ti -----0 ____ •_______ IMPERVIOUS AREA: 689 SF .. _=__ VISION CLEARANCE TRIANGLE ` .-„ �� '� d __� _-=-{ o ' o - TRACT H N �-, / , � /; a. / s I �' � `� `Y`Y 1 �, �0 �. It' O £1 ! 1. ! r / may. 4.. \ I Sl /L2 / tj�j') ili / lil C 0 a POLYGON NORTHWEST (503) 221 -1920 Approved by Planning0 PROJECT NO.: 395-029 2S1 W6 ON DateTYPE.% : 0 —ID--( SCALE REVIEWED BY: CONSTRUCTPRE 4 LOT 2 (R-25 ROW HOME) ' POLYGON AT WEST RIVER TERRACE sit3�5: .._ Com- 10 20 0 Z 17082 SW ROCKY RAMBLE LN 1INCH=20 FEET 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE S START FRAMING HERE > <START FRAMING HERE S <START FRAMING HERE S 0 0 0 0 IBM301 IBM61 jBM61 IBM301 RM I P_� -� -0--a. 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BM24 1-03�OD 1-03" BM24 -j RM1If F01 ojRM I 0 IRM1 ce IRM1I 22 O C } IRM1� tr 3 ® CONFORMS TO DESIGN CONCEPT Q o 0 0 o a.El CONFORMS TO DESIGN CONCEPT WITH to to 0 0 re 0 REVISIONS AS SHOWN a Z a z g z ❑ NON-CONFORMING-REVISE AND RESUBMIT p 1- o a t_ o THIS SHOP ORATING HAS BEEN AEVIENEO FOR GENERAL CONFORMANCE _ _ _ co t7 N SETH THE DESIGN CONCEPT ONLY AND CCEB NOT RELIEVE THE - FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE 111TH THE DESIGN DRA,SINGS AND SPECIFICATIONS ALL OF nHICH PAVE PRIORITY ❑X CONFORMS TO DESIGN CONCEPT OVER THIS STOP DENTING. ❑CONFORMS TO DESIGN CONCEPT WITH By: Arnold R.Solomon Date:Oct.,t2o1E REVISIONS NOTED CT ENGINEERING INC ❑ NON-CONFORMING-REVISE&RESUBMIT i TNS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE \ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Products DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE PlotiD Length Product Plies Net Qty PRIORITY OVER THIS SHOP DRAWING, JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 4 By David R Burnett ___ Date 10/12/16 RMI 37-00-00 1-3/4X20LVL 1 6 POLYGON MILBRANDT ARCHITECTS RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 135123 14-00-00 1-3/4 X 20 LVL 2 4 ENGLISH REVIVAL 4-PLEX E-6(A)&K-6(A) LOTS 1-4 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4 X 20 LVL 1 2 BK1=BLOCKING FLOOR LOADING' PaCffi fL\ mbar BK1 11-00-00 1-3/4X20 LVL 1 4 PL16-399 UPPER ROLL BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 15DL COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 2 REFER TO STRUCTURAL PLAN FOR & TRUSS RM1 10-00-00 1-3/4 X 20 LVL 1 6 10/10/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-314 X 20 LVL 2 4 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 41111111k BM4 5-00.00 1-314 X 20 LVL 2 16 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IIS- BM2 4-00-00 1-3/4X20LVL 1 a ACCESSORIES QTY I�� -` —`1'I RM1 4-00-00 1-3/4 X 20 LVL 2 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I �_�� BM24 4-00-00 1-3/4 X 20 LVL 2 4 RM1 3-00-00 1-3/4 X 20 LVL 1 aA HIT420 68 SHEET 2 O F 2 RMI 2-00-00 1-3/4 X 20 LVL 1 18 RM1 1-00-00 1-3/4X20 LVL 1 a 1-3/4 x 20 LVL BLOCKING 48' DO NOT: Loosen,remove,cut or notch © HUC416 8 SCALE: 1/4"=1'-0" on 24"x36"SHEET any part of the open web joist. PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM'" """i°"`"EFFZ:=� ,,..,, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. qualify engineered wood products for today S builder" SOLD ELOOK ALL The plans may not be re-usedcopyor copieq in whole or part,without written permission from Pacific Lumber RIGI v LAM LVL RIGID IIVI AI�(I �O Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �' ;". �, POSTS FROM nEovE R,«,.�,,,"„„ hili uns«e�ocKs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or R09FauRO FOREST PAOouers ROSEBURG WREST PQoaucve ,I�I ' ,.,�., ,I PER oE,�".,e.N.,To« copying of these g Copyright Infringes �� j ` I) aEi.on TO POST AeovE, persalt es of up to$20,000 per work iinf nged,and$100,000 per work Infr nged liabilities Ilfull4 that include ;fur �atOSEWPO��PRODUCTI O 1.4 --4. i� ��o„ ' W �� CONTRACTOR NOTES: DE5/6N NOTES: °°wb-'°° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �,-a„�t,,,m,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .=:..y..,,^ 0°'�^"”- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPra0054ING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHER W IS£) N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TH/5/5APLAGEMENTPLAN ONLY.. SO SFLIVELOA5: 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psF DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 w 16"0.C. 9-1/2 RFPI-20 5 16"0.G. 9-1/2 RFPI-20 0 16"O.G. '1-1/2 RFPI-20®16"O.G. shear wall blocking placement and connectors ROOFLOAD/N6= Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 Ipsf DEAD LOAD R1 {t \ / ii jR'1 q R, l R I �1`ryI' t ii ttc 1 -f —Y ` —i,.— w -� — ___p____.„___„" �c I — it ff. I !! I !i I !I '� '� 1R1 R1 ii J i I I ! i �I ! 1 11 11 III III 44pp'' I II 11 ! I� Ii r, _.J 1 1 II II R1 JRI__Ii, _3 'I J8 J$ .H 1 -1r I ! Iii � I i II SII i -I9 .� 1 J la3 SIS Bi ..II R1 III II 1 1-�h h J T 11 �j11 1 11 11 I11 11 11 II R1 IIil 1 .... I - I I II ' � j R1 i. ! II it 1 I, ._ H". , ! _... .. 1 • 1 '' c �- b I 11 c� r l3 ED1 R1 II BOA, , 4 ' J1 II .1 .17 J, J JP Jp - �l J .� .1�( I I I Z 2 ITIR2 1 11 ! ! I 1 I I 1I Q N QIU i! i !• 8 .. 4�m to Q mz n LI11 I 1 n it -IL_:_�F. 04 r3 W BaII 11 =4 II II I 1` II II to I II �I rn �d - " i R1 R1 ,I iI II 1 1 Rt 5" r 1 I 1 R, i; R, R, I _ ! 11 I ® CONFORMS TO DESIGN CONCEPT B¢ 5• i I I R1 R1 ! 1!Q ' • it ill It I ❑ CONFORMS TO DESIGN CONCEPT WITH ii • 11 R7 I I REVISIONS AS SHOWN R2 II l l �j I; 'I ! I 1 R2 ❑ NON CONFORMING REVISE AND RESUBMIT I1 11 11 I l I I 1I THIS HOP DRAWING HAS BEEN REVIEWED OR NERAL CONFORMANCE II ITH THE DESIGN CONCEPT ONLY AND DOES OT ELIEVE THE ii ii di ii 11 on il 1.._ I j CRs` r �o h51 t, 1 J51 J lI y� F ER H� SEEP can�,v`;DCI 1 1015 A rae C�e:c �En iE'FE 1 4 -* -t. J6 ./e — J J A.CTI IY i . 1._ r 1 I —I-4i »� 1 1, t _._ ,.. . ...I [ !; I 'I ! IIIl mu By: Arnold N,Solomon ,.. C,.t.12 207E I '! it 3 3 ;i Cl' ENGINEERING INC li1 11 III III _ ! II 1 11 Bei I; ll ! TI f€ as a� 1 ii i f, a i ii 4'3 e 4 4 I B I (I1 SO' = J$ 9 I h a I I h st 07 5h I n:I 51 dT B -II II . l� eh �B i I .� LI 1 !I� I I I B !I 51 1 .. R2 I I !I ! It' , I �� ii i ! R2 e R2 R2 I N 3 i 1 ` !1,11 .,--777.1 ,r'll i7 1,R2 1f 0_ rzri I I { N{Re I. I J sJ- 5 s L No I�r 11: I L I _,_,_.I JJ I _ •.,1 !I I ..i _R1 II H-`2 Jiv R= D CONFORMS TO DESIGN CONCEPT 'L t ii84,. fF 61'i Be � es y..,S . I ,y. 1 CONFORMS TO DESIGN CONCEPT WITH / ���// REVISIONS NOTED FI ❑NON CONFORMING-REVISE&RESUBMIT .... . ..., H2 L/ THIS S4 MANN° YS BEEN ,51006E 0 GENERAL GO'0HS1 CE �/ WITH OLEA.N CONCEPT ONLY AND DOES NOT REJEVE THE IASAICAi0F50NVOR OF RESPONSIBILITS FOR CCIJFCRNISNOE WITH LESION DRAWINGS.SPECIFICATICNS AND APPLICAOTE CODES ti:OF SHIVH HAVE 0510500 OVER THIS SHOP DRAWING_ PL 1 6-3 9 9(MAIN) LOTS 1-4 By David R BurnettDate 10/12/16_ POLYGON ENGLISH deLEXE-6(A) MILBRANDT ARCHITECTS Mrk* Material Width Depth Grade DUUtLth Tot Lth R1 1.15 LVL Rim 1 5/4 9 1/2 1.5E 29 20 550 IMPORTANT! R2 G55 Rim 1 9 1/26 16 96 H0R1 BIG BEAM 5 1/2 11 1/5 2.ie 4 15 54 REFERENCE INSTALLATION HDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 2 14 20 GUIDE FOR ALL FRAMING HDR3 Cascade 5.L 24F-V4 3 1/2 i 10 1/2 Fb-2400 6 12 12 Bt RgidLamLVL 1 3/4 9 1/2 5E 2 a 5 DETAILS AND I—JOIST INFORMATION 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 0 53 RigidLam LVL 1 3/4 9 1/2 1.5E 4 10 40 54 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 135 RigidLemLVL 1 3/4 9 1/2 1.5E 2 10 20 MAIN FLOOR JOIST LAYOUT MB LEG.--HANGER Be BIG BEAM 3 1/2 q 1/2 2.1E 2 4 32I1/4" B5IG BEAM 3 1/2 9 1/2 2.1E 15 14 252 SCALE: 1/4"- 1'-O" o--HANGG ER GALLOUT 50 BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 'IlikI 89 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 ® -SUPPORTING POST Je 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 90 3 210 & TRUSS U S S ® J1 RFPI-20 1 3/4 91/2 61/5 toy COMPANY -POST LOAD ABOVE 02 RFPI-20 1 3/4 9 1/2 5 5 54 03 RFPI-20 1 3/4 9 1/2 30 14 420 R -RIMBOARV J4 RFPI-20 1 3/4 9 1/2 2 10 20 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)058-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 2 16 32 06 RFPI-20 1 3/a 9 1/2 14 25 392 PLAN: ENGLISH REVIVAL 4-FLEX E-6(A)K-6(A) LOTS 1-4 JB -JOIST BLOCKING JI RFPI-20 1 3/4 9 1/2 15 25 455 CUSTOMER: POLYGON J5 RFPI-20 1 3/4 9 1/2 10 4 40 J -JOIST CALLOUT Jq RFPI_20 t 3/4 9 1/2 a 12 45 PLAN DATED: 10/5/1 6 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L HENDER5ON DATE: 10/10/1 6 HDR =HEADER(BEAM BELOW JOIST) HI THO 11950-or-1779.5 34 BBO=BEAM BY OTHERS H2 HUG01.5 1/9 4 H3 HU410 5 FL 1 6-3 9 9 (MAIN) SHEET: 1 Of 2