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Plans (108) �S7 i? -eoo?� 3,..s..-3—c2 s v �� ��� 5 LEGEND: 1 \ v v r. ss SANITARY SEWER Pacific —( a A 6 d;\ Community T � � —s STORM DRAIN Design f a. A w - WATER LINE a 12564 SW Main Sfreet '�� � '� �.. � � MANHOLE � Tigard,OR 97223 1 1 1_Irk, , 1 - [T]503-941-9484 -'., tr 1 _ CATCH BASIN L � — , DATE: 12/20/2016 SW BEACH PLUM TERRACEas STREET LIGHT REVISIONS PLANT (1) STREET STRAW WATTLE PERIMETER NO. DATE DESCRIPTION — Si o , 32.00' '�I Irl `TREE: 2" CAL. EROSION CONTROL HEDGE MAPLE/ _ �� �� 1ACER CAMPESTRE 0 STREET SECTION, SEE - �5S CONSTRUCTION DOCUMENTS TMETER .-1-4,55,. ,-- 4i WATER- _� i..r.oma, ,awo� a .�,. — .. _,r _. _ ' SUMMARY _ 257.8` , , - , j, . 256 2', r a 1 .o c SETBACK 339' _ =----- = — ..�..���.®..�• a — _ FRONT SETBACK: 12' , 1 - __ _ --- - SIDE SETBACK: 3' _ 1' " STREET SIDE SETBACK: 8' - ---F-1---/i•' .00'_ 19.93' 20_18'; r— REAR SETBACK: 3' PUE ____ 1 3 PORCH SETBACK: 8' _ . .amu, ,a , Hams,,11 7- 11 I ❑ ru 11 I Ir —_— —oil I �I rPORCHI I I 1 ,- _:_ Q I I I I I i ---�� `� 1 cn L + I� R I '1 I�� I I 1 II I1 o I i I j it S 5.04' i 71 l I I. I I 12 I1 iI i �I I II LOT COVERAGE: CN I III 13 o I 2,593 SF 11 I 1 I N I. II li BUILDING: 4B i I ow cod . I 1 LOT AREA: 2,593 SF O . Fri FF= 259.8 11 . r I RIVER LU / / / I 1 1 I III 1� d , BUILDING FOOTPRINT: 1,111 SF TERRACE L.N ! L, II �O I _ I 1 I II I --I I II I, I 11 . I . II I i i COVERED PORCH: 144 SF I 1I I I I I NORTHWEST -30 I I I ; , I I 1 1 I 1 csi I I I I GARAGE 1 1 1 I II I CANTILEVER LIVING SPACE: 0 SF o r I 3.00' —1 , I � I — — — — . i I - I PUE COVERED PATIO: 0 SF CO o I I —4.58' I, I I iO. - Wr 31— _ --_- DECK AREA: 0 SF - - - - — 31.0'- -�1 —__— .- �.. . J ----- — -- _- LOT 12 ✓ rv1 3.00' TOTAL COVERAGE: 1,255 SF PLOT PLAN Q Sr Spm' 258.2 SQ f :, 257.1 SD I SD G4 20.00(si ' 26!00' ti`)' STORM LATERAL Fhb 48.4 % — SS _.1 a 5 TACT Q I SS IMPERVIOUS AREA: 1,518 SF y SW CALABASH TERRACE SANITARY LATERAL 1-1 - ÷111 - 1-- -- - _ jj 1 — I ----------- 0 o CITY OF TIGARD .3 Approved b PI nning0 RIVER TERRACE NORTHWEST (503) 221 -1920 �7 PROJECT NO.: 395-037 C /„� Date• TYPE: CONSTRUCTION o 2S 1 W6 SCALE REVIEWED BY: PRE LOT 12 (R-12, SMALL) Initials: 1 S 10 0 0. RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13550 SW CALABASH TERRACE ROSEBURG FRAMING SYSTEM'" ,I' II ' qualify engineered wood products for tadav's builder :OUP BLOCKALL PACIFIC AMBER COPYRIGHT o=�.°"Ae°E FILLER BLOCKING OBEAR1NGBELOW PRTABLE AITONG RIGtDLAM LVL RIGIDRIM` �"s,nLA wuAs" :.. �NSTAwaToa GUIDE These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 1. PER PETAL Id.MATc« -- - ,I aeA"il+d AREA OPEL.. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RosEavwN FORM wropucrs ROSEeO1N3 RIRKTFQOOUCiS ``I I�t. eE�°n TO POST AeovE. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or _ II114 Esu GAP TOP / V FROM/ FACE BY 6- TE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include k III, een'PLANenNP penalties of up to$20.000 per worKinfringed.and$100,000 per work infringed willfully. 44ka RFPI JotsT III■;��� ER a o 77 OFFSET NAILS I/ Eeaac roiESTPROOaars \ DBL I-JOIST CONSTRUCTION CONTRACTOR NOTEB: Gfi5/6N NOTES: POST LOAD TRANSFER DETAIL 6 - NTS 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 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/4&0 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6r FOR PLUMBINGI I 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL ,2psf DEAD LOAD SHEARWALLS SLEEP/N6 AREAS, 3Opuf LIVE LOAD 1 2pBf DEAD LOAD ROOF LOADING: 25psf LIVE LOAD 11 psf DEAD LOAD R1 R1 I .77 I 51 I R1 4 - R 1 - I ' ..t3-,R 1 - J2 I=1-- IIM'R1 __ R1 " R1 1 JS R1 T I - 3 R,I !♦ r __ J1 —,R PL12-21 1 (MAIN) 1�1 _ ,�}-- -- POLYGON NW 4 ABC 11/2012 c-- r . Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth - - -------------- — r --------- - J 1 -- r ` 51 05B Rim 1 9 1/2 6 16 96 1 - -- -- — — .J1 RFPI-20 1 3/4 9 1/2 13 22 256 J1 1 I �-- 1 J1 .J2 RFPI-20 1 3/4 9 1/2 2 16 32 V 4 I I J J3 RFPI-20 1 3/4 9 1/2 ' 4 4 ' . 16 - 0 - - 0 J4 RFPI-20 1 3/4 9 1/2 3 24 12 II (2)JB 1,ti ' fi�.(2)JB 1 • l i J5 RFPI-20 1 3/4 9 1/2 1 20 20 a- _PATIO _� 1 PATIO rs I ..—J-1 ...13:1" J6 RFPI-20 1 3/4 9 1/2 2 2 4 _ J1 - 151 R1 tJ1 JT RFPI-20 1 3/4 9 1/2 1 12 12 i 61 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 23 vi I I vi JB1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 4 3 12 i 1f i; 'llrf� yy1 I JB2 BLKG RFPI-20 1 3/4 9 1/2 1 5 3 45 It it --- --�i �L ' -It. J --=---- ;— • il - r - Aacessorles N R1 J1 �>F �! J n H1 ITHO1195O-or-ITT9.5 5 ._ _ (2)JB 1 11,�.(2)JB 1 51 1< - —A .'L- --- - -- '-- -- o- 2 R 1 J4 - -- -- I J4 --- 0 1 ❑X CONFORMS TO DESIGN CONCEPT i 51 ' -- • -- " DESIGN CONCEPT WITH I. REVISIONS NOTED -_- 63..-_:, I - B1 __ ___ NON-CONFORMING-REVISE&RESUBMff START - -_1 - -- --- - START THISSEDE DRAWING HAS BEEN E TEL"ED`DR GENERAL COI C MAC THE FRAMING —�— FRAMING ivITH cEsl' corJ Ea D Y AH,D Dces r�r REUELE HE FAB"21CA hE JDOR 0 RESFO 5191 IP'FCR C]IVFP2M4N E nITF D IG.J DRAWINGS SPECIFICATIONS PID APPLICABLE CODES ALL OF WHICH HAVE PRIORf YO'R THIS SHOP DRAWIG HERE 51' �} -� J-' I J�2 R 1 HERE By David R Burnett Date 10/6/14 n� 1 - I - IL..\\ i` _-° MILBRANDT ARCHITECTS ri WALL b BLOCKING IMPORTANT./ ONLYWALL FOR 4BLOCKING(A)PLAN WALL LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION FOR(A)PLAN FOR(A)PLAN GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION Pacifi umber & TRUSS A COMPANY LE6END: � \ WHERE PLATE NAILING AT SHEARWALL ( H }--HANGER CALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DES: 4A8 11/2012 BLOCKING OR WIDER RIM MATERIAL AS ®/ -SUPPORTING POST REGD.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4AB 11/2012 ❑ CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 R -RIMBOARD LB -LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT WITH DESIGN FIRM: MILBRANDT 2-2 REVISIONS AS SHOWN -OURLOGAT/ON5- JB -JOIST BLOCKING NON-CONFORMING-REVISE AND RESUBMIT ENV'DESIGNER: J -JOIST CALLOUT THIS SHOP ORAN%'55 BEEN DEVIElED FOR GENERAL COAEDR144NCE TOTE ME 11510:CONCEPT ONLY AND MS ICT RELIEVE THE SALES OFFICES CONTRACTOR TARO KAMI BELNIOOD B -BEAM(FLUSH UI/JOIST) FABRIC470R;BENNR DF RESPONSIBILITY AR CONPORIfvNCE IYI'H THE 59305W JEAN ROAD DESIGN DEA111NG5 AND SPECIFICATIDNS AJ El MH:GH HAVE PRIORITY LAKE OSWEGO.OREGON 9'1055 MAIN FLOOR JOIST LAYOUT OVER TIES SHOP DRAPING. CONTBACTDB STILL BEREFT ALL OFIS:M'S. DATE:10/26/1 2 HDR -HEADER(BEAM BELOW JOIST) 503)858-9663 By: J2112 550-BEAM BY OTHERS SCALE: 1/4"- 1'-0' CT ENGINEERING 1GINNEE Date:Geote0Ner ID,PDI4 ERING INC SHEET: 1 of 1 ❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO 14" OPEN WEB JOIST @ 19.2" O.C. ® REVISIONS NOTED CONCEPT WITH >--o 1=1 NON-CONFORMING-REVISE&RESUBMIT LEI =i-..V ) o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE z 1—o w w WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F- �c`c M FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN w w w a o START FRAMING HEREII, POLYGON NW DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE On w x z F- w>. PRIORITY OVER THIS SHOP DRAWING. LL,z=¢ o By David R Burnett Date 10/24/14 1,1121 a ES Joh- o imams . - ,RM' , , -, , ,_ , .--wow 4BC MILBRANDT ARCHITECTS 1- I— o Z-' ''E5 — — — w w ¢ cwa 1—�w_1 BM4 1 PL14-332 UPPER Lu c z cc G U p p E'co 1 9/25/2014 D F- m Z I V V w 0 oF-cno H Lu I ;I ., - V' C7 Z 1 wZ:�ozFI 7 Q m r...!,10 cn 'CA o c9 ,L r c7,6 o Z I { Products 0 o (1) z woa�" H I 11 PIotID Length Product Plies Net Qty mF-W w 0 0 ¢ ce .W ¢55 z W RM1 51-00-00 1"x 14"APA Rim Board 1 1 v) u co o =o o z Q W „ RM1 30-00-00 1”x 14"APA Rim Board 1 1 O z o8mQc2 m z _ s I RM1 22-00-00 1"x 14"APA Rim Board 1 2 ,L cn , Q—5 5 w z o IS . �- . . . . . RM1 15-00-00 1"x 14"APA Rim Board 1 1 Q 2>.H S z z z o,,, i RM1 11-00-00 1"x 14"APA Rim Board 1 1 c=,T, -� 0 0 z =_¢o= W RM1 8-00-00 1"x 14"APA Rim Board 1 1 COF-UZ,— OD w _. I . ( I BK1 3-00-00 1"x 14"APA Rim Board 1 1 �� _I-- Qw> a La'o m 0 I ` RM1 2-00-00 1"x 14"APA Rim Board 1 3 o g ;I BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o I BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Q co + BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 QOWW 0 i BM4 22-00-00 7 X 16 BIG BEAM 1 1 _ I BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 >2a_ P0 2dG'_ i —s .c ..h IIS 0)0 W H- 1-0. oo RM1 i BM5 .: 1 ACCESSORIES QTY 0w - /) �' .3 co RIM I � ® TFI414 11 -'Doa wp— =— © ITT14 2 z o z w 0 1 1x14 OSB RIM FOR SHEAR BLOCKING 24' WW_cn z !I. I—W R.w g X o w • I FLOOR LOADING W u) ~ s d BK1 =BLOCKING w m bww JWQ ¢ I € I RM1=RIM BOARD 40 LL WOpcF , v 15DL 2mo(nw rn ....... ; QQQo I d BM2 REFER TO STRUCTURAL PLAN FOR ADDITIONAL .v . POST TRANSFER BLOCKING — AND SHEAR BLOCKING REQUIREMENTS. e SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN w HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. T3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA , @3 ,v -,- O'j,' v) m _ _ 1 h #u` . 1F/ JOIST WITH RIM 1-G mit Fs TI I I IPaciflA umber I �, cc & TRUSS COMPANY .. BM1 _I RM1