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Plans LEGEND: o'''''.."\....� ss- SANITARY SEWER Pacific D STORM DRAIN Community Design "----w- WATER LINE 12564 SW Main Street MANHOLE (0)� ' Tigard,OR 97223 [1]503-941-9484 CATCH BASIN DATE: 12/08/2016 ; ' STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL TRACT A © STREET SECTION, SEE / N CONSTRUCTION DOCUMENTS 6' COVERED PORCH AND DECK 14.00' 8 21' 5'WIDE PERMEABLE ° SETBACK SUMMARY 244.8 PAVER SIDEWALK ; � 244.2 FRONT SETBACK: 12' 7.50' PRIVATE ACCESS EASEMENT ,i, _ � SIDE SETBACK:* 0' — EAR ALLEY/PRIVATE A. � - R 1-11----151-54 -_2 �+� , rte. rie aiur W eie�.�u� .dta » s 1 STREET SETBACK: 0' , - t� i� ��_-_ _--_' = PORCH SETBACK: 8'- I P �' 111=2111:11/41---- ,� GARAGE SETBACK: 3-6' E �� ' ' I ,� 1 * FIRE CODE SETBACK: 3' a ---,„- I 0.00'—..-1,-.4- 3 ! 0.00' ' N I I I '! 874 SF II I I ll 1 I 1 2 BUILDING: 'I ` 1 , N -- I ' 4PLEX-K6A,' v I LOT COVERAGE: j ` 1 1 o � bi, FF=256.0 o I I `�i I == CD A I i '1' G FF=254.7 i \ 1 I 1 '11 \\ LOT AREA: 874 SF co ; II ,,,,,.. I I, II POLYGON AT GARAGE PERMEABLE PAVER DRIVEWAY � � �� � i j I 11 BUILDING FOOTPRINT: 560 SF WEST RIVER i LU �� r I j I N \ i I� i� �t I T— ■ ,' :- i ? REAR COVERED PORCH TE� 15 SF TERRACE a `4 3.00 Y -44S254- .5.__ . . 254.6- - I IL; —W4''''—Mrit ' p: CANTILEVER LIVING SPACE: 19 SF o ~_.� G_csi -_ ;��,��~yf. 6.00''' _._ - — 55 DECK Ft COVERED PORCH: 74 SF , ----_. P SIDEWALK �\ c, r I _ �, , ,`, -- , SANITARY LATERAL _ SW ROCKY RAMBLE LANE DL, 18.00' TOTAL COVERAGE: 668 SF` \ y k RACT <� n LOT 3 1 _ WATER METER _ .,- °� \ � _ � �� � - 76.4 % PLOT PLAN �' � `- 41--,.--,---,--,>,� - � - `�:'��`-.�' � " �'���~� IMPERVIOUS AREA: 689 SF / VISION CLEARANCE TRIANGLE --_—`. o_ k - - ha ~ V '--' y- --------- 1 `Siefr/ 4 o TRACT H �° �"� S / ' IT �'J"� t / ,�� U l 1 / -/ �1 ' �/ _ / / - . _� � � 1 i'1�--':� � _! i / ISL l / 0 ._ CI` ' = TIGARD POLYGON NORTHWEST (503) 221 -19200 0. Approved by Planning PROJECT NO.: 395-029 2S1 W6 Ir � P date. _.I '" 1c+ SCALE REVPIEWED BY CONSTRUCTPRE Y Lo LOT 3 (R-25, ROW HOME) C - 0 10 20 POLYGON AT WEST RIVER TERRACE V Q 17070 SW ROCKY RAMBLE LN INCH=2°FEET Z LEGEND: °.s.m. .m../ S SANITARY SEWER giunity SD---- STORM DRAIN Design w WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 1 [T]503-941-9484 CATCH BASIN DATE: 12/08/2016 X+ STREET LIGHT REVISIONS 9 ___ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL TRACT A STREET SECTION, SEE CONSTRUCTION DOCUMENTS / / N 6' COVERED PORCH AND DECK 14.00' N 5 WIDE PERMEABLE SETBACK SUMMARY wr81''� �_ , PAVER SIDEWALK i 244.$ ms� �� z44.2 ,� FRONT SETBACK: 12' 7.50' PRIVATE ACCESS EASEMENT ° � ,.°. � �� �� . � . �� � SETBACK:* = h _ SIDE 0' --`— — -_+ ua _.mmg ;1 ±=_f 6+9 _ . r a, . ` t REAR ALLEY/PRIVATE [ a _ _ __,_ _s 25-0 �- •_ G _ ��, wnw I��es�•aar 9;42� .ter. t--; grit STREET SETBACK: 0' ■- .rtr- _,, _ , _= PORCH SETBACK: 8' i i Imo. u x 0� r- -I -I - F----_ -, GARAGE SETBACK: 3-6'1 IIL �_ ���� 4 - I I— , �ii.....____.. I -- - * FIRE CODE SETBACK: 3' E II I, j 0.00'x- 3 0.00'o. ' i; 874 SF I I ] I -1>3 I a I' fi4�! i 1 2 BUILDING: 4 I 15 6 ,, \-, � I 4PLEX-K6A j °; ; LOT COVERAGE: o � o FF=256.0 II o 1 11 r""' I r; GFF=254.7 i I' I �� 1� LOT AREA: 874 SF �' I -., ti POLYGON AT `" GARAGE • PERMEABLE PAVER DRIVEWAY 1 N I �. i BUILDING FOOTPRINT: 560 SF _ WEST RIVER LuLu N �).-"--i- -____.,_\.`` ,,..:-C2,--'„, imuR� D irtl ' ? �I t- ill '' = REAR COVERED PORCH: 15 SF TERRACE CANTILEVER LIVING SPACE: 19 SF o X 3.00 ----1.s,254.5 ® 254.6 = v� -s.:.4 i- ` PUE M``- -_ III °. - -v --.� '" DECK Ft COVERED PORCH: 74 SF p s - ,,ii ,„� _ � A,_'------,--- -„-- ] 6.00 - ss vs:. `, o ----- .. . I ~ SIDEWALK '- I D L iTOTAL COVERAGE: 668 SF SANITARY LATERAL , SW ROCKY RAMBLE LANE „„-,18.00' °' ti `` 1:1-_-,`,--_,-.,` .,-\----'` , = �; r} LOT 3 t - : '"-_4 _�,,2__ L M ER1-:'11--- TRACT C -'-:.-'7.-, 1- 76.4 % I ,Z WATER ,�x.`� ::'-2:-,---:---:`;:----- -,-).-7-'------- - - -I::._..- PLOT PLAN N t I-4”-�.; .., .. ---. - �.._ ..;�:� \�.. -,- ., ..N `�. __ - - IMPERVIOUS AREA: 689 SF As. d �y VISION CLEARANCE TRIANGLE . .,,-,`. �/ 4 pti s 5 f 4s 41,1 � ,•• TRACT H N \ , y / ' /sr EL: / �i e I- \ A ' i .% 1 L ''''',I., / / \ V IA 1 _.".,,,,, g (17.7 .' ..f'nF't RD C ._ POLYGON NORTHWEST (503) 221 -1920 Apprval' y Planning Q C ^„ P PROJECT NO.: 395-029 O, 2S1 W6 Date: -t) I TYPE: CONSTRUCTION 9 --- ---"---- SCALE REVIEWED BY: PRE q LOT 3 (R-25, ROW HOME) {rtt � .µ 0 10 20 POLYGON AT WEST RIVER TERRACE 1 INCH=20 FEET 17070 SW ROCKY RAMBLE LN z 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE START FRAMING HERE 40 <START FRAMING HERE 0 0 0 0 JBM301 JBM6i JBM61 ___ _ __ IBM301 IRM w--v- K1 --v — ,VM-11 V�IT--v— BK -°—-.,I IRM1I I� Il :TZiI �'- ' ;� �II — — - - ll RMt L zt� fl_ _—II6._.ti=.°__- .o ,14--v-_, 1 } _,- � • --14' _ H —'=-I''' _ 1L Pe? I' — 1J BI O, a, a, O Q, I o o n c o co co 'rp , I I _ _ =s�fl F�_. 4 I slly ( v II o 0 0 0 o II Nr o g 4 4 0 0 rr�� 0 0 0 0 o v w m ao co 0p� m d I o O i ., IIS- LL LL LL LL LL lid L-.- O 2 LL J LL LL LL LL LL O�gp� OLL LL 101 LL 14- l8i. OO4 °0�I12- 150 II0° 4 4 C�12-10-15 W L9�1 4-,-, 1 v n �1 i-0C III c Pt d U e a a Is n UI e s n e IN 15 n s r III 3 -0 Ifl LL 1 F14 - F14 •I i ,AI F05 E11I 1 F11 3 F03 _r 4 ' F11 Y I (l F11 F03 4 LL P 4 1 Fit 1 F11 I 0 F03 I� I I I Ff171 F13 ri F13 I rloommis \ I * 411 A ^ II. !I FO6 s F12 III /-� 11 41 II F12 F03 R .N n ©F12 Hi in� F12© I11 F04 0 1. RM1 IRM1 m I — I I IF12 M i l FI2LJ hf' F04 E 11—.I• �:• F12 N 4II— fly N F12 �I RM1 P/ 4 cN IE NI. 4 n F04 1 I F12F12 '.- 0 m m O �7`� I I J I F03 l 1��I CC I F12 �el iI FII I . F03 0 I 1" F12 11 �jl In F12 `� ��i F03 -w cc L I-II IBM2L n� ✓� F03 0[ g I F11 �J ( F11 i J Q l F03 1 0 RM1��.. Ft 1 F11 I y 4( F02 O �I RM1 0 cr ®I I 2- F11 A A I F11 I - I® k v7 I F02 A I 11 :I o F11 Y I i F11 I i F02 ,.I A L. _ ! F11 MIMI I F02 I fP F11 . I f I FOZ y' i F11 _ II F11 I 11 F02 �� 1I- ham: - I� RM114 14-RM-11 - 11-0 '0 '-03�E - N I•M1 ff G01 cc IRM1I F01 K�- N IRM1I — rI •M1 - IId e 0- 0- 0- re rt g ® CONFORMS TO DESIGN CONCEPT a u a 0 a o ❑ CONFORMS TO DESIGN CONCEPT WITH NO o H o y o REVISIONS AS SHOWN a a 3 : LL a ❑ NON-CONFORMING REVISE AND RESUBMIT O O O o THIS SHOP DOMINO HAS BEEN PESTERED FOR GENERAL CONFORMANCE _ _ u V) ti) HITS THE DESIGN CONCEPT ONLY AND DIES NO?PELT EVE THE Bp FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE V,ITH THE Co DESIGN DRATRINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY CONFORMS TO DESIGN CONCEPT DEER THIS SHOP TESTING. ri CONFORMS TO DESIGN CONCEPT WITH By: Arnold R.Solomon Cate.Oot. REVISIONS NOTED CT ENGINEERING INC ❑ NON-CONFORMING-REVISE&RESUBMIT THUS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �I I 4I 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 PIotID 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 RMT 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON MILBRANDT ARCHITECTS RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-DO 1-3/4 X 20 LVL 1 2 BM23 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 I BK1 12-00-00 1-3/4 X 20 LVL 1 2 FLOOR LOADING: Pack 1-% umber BK1 11-00-00 1-3/4 X 20 LVL 1 4 PL16-399 UPPER BK1=BLOCKING 40 LL 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 V S$ -' RM1 10-00-DO 1-3/4 X 20 LVL 1 6 10/10/2016 BM6 10-00-00 1-3/4 X 20 LVL 2 4 ADDITIONAL POST TRANSFER 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 _ BM4 5-00-00 1-3/4X20 LVL 2 16 BM2 4-00-00 1-3/4 X 20 LVL 1 4 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IIS= '�� �'���'t RM1 4-00-DO 1-3/4X20LVL 1 2 ACCESSORIES QTY III -.Nb.. Ili 6M24 4-00-00 1-3/4 X 20 LVL 2 4 O I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I =�� RMI 3-00-00 1-3/4X20LVL 1 4 HIT420 68 RM1 2-00-00 1-3/4 X 20 LVL 1 18 SHEET 2 OF 2 RMI 1-00-00 1-3/4 X 20 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'" y Mnqualify engineered wood products for Today's builder." These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. The plans may not be re-usedcopyor copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRIM° [ `� °mak;.,, ,I'I' �� Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other ro ee�.rsuw ae�orv. ''''=-• .« uasr,u Sr2.„-,LOCKS „ ,.' Ali/ rERoer.��,.h�rcx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG SORBET Pxoouors ROSFaI,RG FOREST PRODUCES \C/ .. -------`` BELOY1 TO POST ABOVEKs copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include penalties of up to$20,000 per work infringed,ands 100,000 per work Infringed willfully. �IIl e ABOVE JolsT - ��A ROMBERG KWlAT PRODUCTS „v�,...�, I"' \ CONTRACTOR NOTES: DES/GN NOTES: ,,.1 ..rv,,,R.,,,,,.,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "'; ,��:""'""" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFFiBLOCKING PANELS WITH BEARING WALLABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA !VIE. N.T.S. (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEP/NG AREAS- TH/5/5 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all 41-1/2 RFPI-20 5 1 6°O.G. q-1/2 RFPI-20 5 16"O.G. .1-1/2 RFPI-20 5 16"0.C. shear wall blocking placement and connectors. ROOF LOADING: 9-1/2 RFPI-20®1 6"(2.C1.1 Purchaser responsible for g p START FRAMING HERE START FRAMING HERE START FRAMING HERE p tion, this 1 T sf DEADLIVE OD START FRAMING HERE ayout prior to any construction. 1 7psf LOAD R1 \ R, 11 u R, pi 1 II 1 ! il 1 II I,f� -I R, .^i l 1 L I I11 r ii ll it !11 1 i 1! I ! li 1� R, 1 h _ 3 J3 4 .1. moi' Js ii u ! II 1 ! - Y I � P I� ij �II II i .1a4 J' 4 .Ig _s 4 J , P R, II !I Ill l J j�^ 11 J� 11 Iii I I II iii I, al 1 I1 11il ! .• NITRE '-u Ili I I,....�H tk3 •' II t ti ®W R1 NDg1 J •1I' An i 11 _1 1 I 1::::_,... r J R2 i-._ i „ i. 11 I ! I 1y _, a" Jh ,IT JITII r! -�!--_ . , HDR, I 1 R1 D1 T I il zU to 11)Q w z 1 ii i it 1 II I� i 11 1 11 r CD n z �„ tl 1 .1 I 1 1 II I 'rn 3 ii i, 1! i II F rn Cr, 1 I' R1 R,I,, ! !. II r � J' II RI I I R, R, II -I 11 04 ® CONFORMS TO DESIGN CONCEPT 11 11 11 1 1 II II 1i 1i 1 1 I 1 II I ❑ CONFORMS TO DESIGN CONCEPT WITH 1 1I li I I i l iI REVISIONS AS SHOWN Rz '�` I 11 11 II !• I- �I 1F i ❑ NON-CONFORMING-REVISE AND RESUBMIT ii ! jl II ,111, i lI I Ii R2 TOTS SHO CAA11 N^H45 B h AFVI tE =CA MESAL h.25155 E -RH .16y 4 Ii g, �r '� !' 17I'ii TI'E D 51 N C N'.cPT ON,AND ES ND A [V Th'E • ,� i, L � I-MM. II_� IL !I FABRICATOR/VENDOR OF RESPONSIBILITY FOR ON AfAF/E h','h'"E I I' H 'R ! p •l a Jb �P DESIGN DAAH M1 S AND SECIFICA Ill. ALL OF I,H:CA HAVE TAIORITY Silt ._-�- I L i „-' ll !) I 1 11 _ ___ _>,D 1 >� _..!I OVER THIS SHOP caAntNa. i; J 1 ! - II u By: Arnold R.Solomon ,,,.e..Oct.12. 076 I ( 11 I I u I, II CT ENGINEERING INC salt li i �l I ! 1 1 ill 1 I ! - .! 11 Bn lA I I II 1 , - - 4 I �i F 444 B lei { B is3 �� L �3 1 P 1 I �, I1 i)a Fah 0' �i 6h I n I IF Ca, ao II , 1� a aiiF 4 it Il aid li 1': Rz III II' II _ J. z it I 1 I, I I ',. ,, H 1 1 �' 1 ! I ! I 1j ! _ %� �� �I 1 I `�I ,I I a.,x R2 to R2 , ';° y i` I 1 e3, :r r -, i il p I. I'�z. HI.Ra I--s _�1 ':& —� Hveta I 1I -� ',R2 u R] - H 2-- _ R1 - I I !I 1 B - I �, I_I__ - - T 11 ” I ��2 - 0 CONFORMS TO DESIGN II'' --- • 5 - - __.:.1.„1_,11_,J- - ES N CONCEPT L =_- H.S _0. IM er B� A� 11 .i.+' CONFORMS TO DESIGN CONCEPT WITH d ��/ y REVISIONS NOTED i NON-CONFORMING-REVISE&RESUBMIT C`/ �2 �SHOP DRAWING HAS BEEN SOSIEWEO V R GENERAL OGNFGR,,.,.CE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSGLIT'r FOR OONEOWANCE WITH DESIGN DRAWINGS.SPECIFICATIONS.A.40 APF00000LE CODES Al OF WHICH HAVE FRIDRT+OVER THIS SHOP DRAWING. PL 16-3 9 q(MAIN) LOTS 1-4 By David R Burnett Date 10/12/16 POLYGON ENGLISH REVIVAL4-PLEX E-6(A)K-6(A) MILBRANDT A R(H I T E(T S wic• Material Width Depth Grade QKy Gut Lth Tot Lth R1 1./5 LVL Rim 1 3/4 9 1/2 1.5E 29 20 500 R2 05B Rim 1 9 1/2 6 1b 96 IMPORTANT! HDR1 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 REFERENCE INSTALLATION HDR2 cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 HDR3 Gescade5.L24F-V4 3 1/2 10 1/2 fb-zaoo 3 12 12 GUIDE FOR ALL FRAMING 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 a 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 BIGBEAM 3 1/2 9 1/2 2.1E 2 5 12 55 RigidLam LVL 1 3/4 9 1/2 1.5E 2 10 20 LEGEND: Bs BIG BEAM 3 1/2 9 1/2 2.1E 5 4 32 MAIN FLOOR JOIST LAYOUT 51BIG BEAM 3 1/2 9 1/2 2.1E 18 14 252 SCALE: 1/4"- 1'-O° HQ--HANGER GALLOUT BB3 )3IG BEAM 3 1/2 9 1/2 2.1E 2 13 32 69 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 ® -SUPPORTING POST J51 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 90 3 2 TO 100 & TRUSS J 1 RFPI-20 1 3/4 9 1/2 6 10 COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 8 0 64 R -RIM$OARD J3 RFPI-20 1 3/4 9 1/2 30 14 420 J4 RFPI-20 ' 1 3/4 9 1/2 2 10 20 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 2 16 32 J6 RFPI-20 1 3/4 9 1/2 to 28 392 PLAN: ENGLISH REVIVAL4-PLEX E-b(A)K-6(A) LOTS 1-4 JB -JOIST BLOCKING J1 RFPI-20 1 3/4 9 1/2 18 25 455 CUSTOMER: POLYGON J -JOIST CALLOUT .15 RFPI-20 1 3/4 9 1/2 10 a ao PLAN DATED: 1 0/5/1 6 J9 RFPI-20 1 3/4 9 1/2 4 12 40 B -BEAM(FLUSH w/JOIST) NPR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: fCAM/L NENDER50N DATE: 10/10/16 H1 TH011950-or-ITT9.5 34 BBO-BEAM BY OTHERS H2 HUC01.51/9 4 H3 HU410 6 PL 1 6-5 9 9 (MAIN) SHEET: 1 of 2