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Plans (78) ‘,... t..5.,,. ., vc..), ciA\alc\OCI:a\:i fi c-Ve-C2- ' h LEGEND: \\\I ,\ \ \ \ `�,„ �\h`, \ ,� - ss SANITARY SEWER C > nunity P Ilf '�, � ���� .' � x� \ � i _ sc STORM DRAIN DcSign 1 IF w WATER LINE _-, a a _Q _ 12564 SW MainStreet 1 .�„_> �. �'... , '�, _-___„____.,_F____ s �J MANHOLE Tigard,oR 9�2zs [T]503-941-9484 tr SW BEACH PLUM TERRACE \ — BASIN NCATCH �t .22 1 _ PLANT (2) STREET -L.._-_ � � � $ DATE: 12/20/2016 V TREE: 2" CAL. STREET LIGHT REVISIONS 1s HEDGE MAPLE/ -- STRAW WATTLE PERIMETER NO. DATE DESCRIPTION • 32 .00' 5 _____ ACER CAMPESTRE EROSION CONTROL - �1 z STREET SECTION, SEE /" SS -- 72 ,.\ s - ��,�� 55N 0 CONSTRUCTION DOCUMENTS WATER METER SIDEWALK 25 ;3'- _ = umn oas.nmuuiruuo _ 6 v p� \ � r \ p SETBACK SUMMARY gyp__ X346 ' V / v. c �: 4 _ = FRONT SETBACK: 12' , ����, sew® .___.__ SIDE SETBACK 3' - - - - rf_ 11 STREET SIDE SETBACK: 8' �� 19.46' -23.41' REAR SETBACK: 3' PUE 26.12' , 7_1--_t 'lir j PORCH SETBACK 8' ---'22-1 ! 131L Y I 1---------1 II. __- __-� r' �.:: - II I I E ❑;', I ___� till I PORCH l EI I _ t \1 i ' f Ii o ll I I 1 f- 4.75' ' I j � I I o _I I II 11 ' ; 4.65' I i I LOT COVERAGE: o 1 9 o 111 I , IoI /10 {_j 1� 1 rl I 1 oI 2'649 SF 10 1 LOT AREA: 2,649 SF I I '� I i °° RIVER / IFr-7,1I BUILDING: 4D ' I I J ' 1 , I I I BUILDING FOOTPRINT: 1,117 SF w I I , 1 FF= 257.6 I I I c I / y TERRACE I I I I II 1 1 , I I i i I I ,I - I ,I I i / COVERED PORCH: 36 SF NORTHWEST -0 I 1 , 1 I I i I I GARAGE y / CANTILEVER LIVING SPACE: 0 SF 'I I 3.00' I I �,�, I I PUE I I COVERED PATIO: 0 SF I ----- � pi TJ = T� I i I--------- ��,! WSri�► 1_ ---"" DECK AREA: 0 SF _ - _ 43 ..31.7 __ - LOT 10 ✓ 3.00'-- -� , - SD 4 8 1n TOTAL COVERAGE: 1,153 SF ..,,256.0 254.8 N PLOT PLAN - ----- S G4 20.00' she TRACT Q I / ss 43.5 % 0 26.00' STORM LATERAL - SS 1 i ___ - S _- _ SANITARY LATERAL a IMPERVIOUS AREA: 1,366 SF " a -=--=_ -�"'"' SW CALABASH TERRACE - ---__ v N . _ - - D .. v v p w/ _ --I 1 1_' I O N Co iTi7 °I ,�l 1 •G�i1� RIVER TERRACE NORTHWEST (503) 221 -1920 a PROJECT NO.: 395-037 0 App by Inning O� TYPE: CONSTRUCTION Dateh. : SCALE REVIEWED BY: PRE 9 LOT 10 (R-12, SMALL) Initials: 0 10 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET z 13570 SW CALABASH TERRACE X❑ CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE 11, POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RMI 4A DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE lailf.ela ,e• _ m _ .—_. / • _>— . s„ '''44 1s I BM4 PRIORITY OVER THIS SHOP DRAWING. < - - - -- - !I PLI4-331 UPPER By David R Burnett Date 10/24/14 9/25/2014 MILBRANDT ARCHITECTS € i Products w o € I PIotiD Length Product Plies Net Qty "' _'""' Z ~O W N RMI 51-00-00 1"x 14"APA Rim Board 1 1 F.a o M � �; I RM1 30-00-00 1"x 14"APA Rim Board 1 1 m o ,, J RM1 22-00-00 1"x 14"APA Rim Board 1 1 = n co s == } o _ RMI 15-00-00 1"x 14"APA Rim Board 1 1 J"'5_L Q J O c"-� CL O i I RMI 13-00-00 1"x 14"APA Rim Board 1 1 I- ca._ z w° y RM1 9-00-00 1"x 14"APA Rim Board 1 1 L) v ¢ o o o j RMI 8-00-00 1"x 14"APA Rim Board 1 1 z z "' o o J= 0 LL VJ LL J T. BK1 3-00-00 1"x 14"APA Rim Board 1 1 00 00 > w o g H o RM1 2-00-00 1"x 14"APA Rim Board 1 3 z z z cc o JI-I o o BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N p }N Z CD { BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 z w o o 1.--i BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 m CO W a=ate i I BM4 22-00 00 7 X 16 BIG BEAM 1 1 ~ ~ ¢ o ¢ �' CCW I� I cn co cn c_. ==c,z¢ uj e �;� O BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 zCe Ce o o Z o¢o W 1-01 oo 1 RM1 a BM5 = )IX ACCESSORIES QTY • Ii' RM1 TFI414 11 V v z 0!ws i WQo o w O o= ,' z �1- z1- w m -- �CD 0 1x14 OSB RIM FOR SHEAR BLOCKING 24' 1-. LI o `�•U z I FLOOR LOADING ` < BK1 =BLOCKING I— C' RM1 =RIM BOARD 40 LL J Cr +, © 15DL aao�w -. Q k� d REFER TO STRUCTURAL PLAN FOR ADDITIONAL a 0 g O i- BM2 POST TRANSFER BLOCKING =° E °°'" AND SHEAR BLOCKING REQUIREMENTS. Cr) Q pi-, O a,,oW SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN z z cn - oa EC I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. z u)0 o.-j , , ozW I s, I WW—uO FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA a o 0 W I® _ OXO ., _ s, .m L'-10 ��aQ IFn �I� �I� m a O W �i , JOIST WITH RIM 4, A P Ems_ I ?=T1 i 1 F €£ � Pacifi \ umber • q8t TRUSS COMPANY CD 1 91I �I . . BM1 RMI � .. .:�.^r:9 PACIFIC LUMBER COPYRIGHT 21313 ROSEBURG FRAMING SYSTEM" quality engineered wood products for today's builder- .a These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. ^"[w�wN'M�['M1 ,I/ I' ��' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM•LVL RIGI DRi MA rt,q�� wnm SLouc ALS Company.which retains copyrights to and ownership of the pians.Use of these tans byan other OPff• -.-. III TO BEARING BELOW. P N• P P P N °'��"Ha.a�° �xsrnu.sovASHe�occsproduct supplier other than Pacific Lumber Company Is strictlyprohibited.Unauthorized use or �v-.." _ , rea oer.��ta.,,.rc_ these P N rsosreuwe lPoaesi PROM/CIS ,¢osEmszo roaesrr crs I ""'"49"` _ copying of these lans,infringes rights under the Copyright Act Infringes face liabilities that include -- se,.niNs..aE..aF e�ocKs PN 9 p 9 99 �� l `� i BELOW TO POST Heave. penalties of up to 020,000 per work infringed,and 5100.000 per worK infringed willfully. , Ail) i�RFPFJOIST swallow FORESTIVOOMM5 CONTRACTOR NOTES: PES/6N NOTES: ,=-.^n". 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS •M~u=x�m,',v,uq 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,,,-„,a„-�;;ter,,,„,,,,” EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) i 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOGKINS PANELS 551TH BEARING MALL ABOVE POST LOAD TRANSFER DETAILOFL/430 (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: ._ _ „-_ FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/N6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD I I J I— 1 Tpsf DEAD LOAD I • RI - , • 1 PL 1 3-03(MAIN) --m-1 - - - POLYGON 4D Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth RA R 1 JT JT 1 - _ R1 055 Rim 1 9 1/2 1 1 6 1 1 2 JY I - J1 - J1 - I - -- J1 RFPI-20 1 3/4 9 1/2 11 22 242 • R1 .1,11 J2 RFPI-20 1 3/4 9 1/2 2 1 6 32 • - ---- - I---f1-- - _ _ J3 RFPI-20 1 3/4 9 1/2 3 24 12 • J4 RFPI-20 1 3/4 9 1/2 2 2 4 - J1 I- I ------ !.. -1 J5 RFPI-20 1 3/4 9 1/2 1 20 20 J 1 j© ;I r J6 RFPI-20 1 3/4 9 1/2 3 1 2 36 LJ J1 RFPI-20 1 3/4 9 1/2 5 4 20 VIIJ3 RFPI-20 1 3/4 9 1/2 5 6 30 L J 1— ` o— , JB 1 BLKG RFPI-20 1 3/4 5 1/2 22 3 66 .. ,-- _ I. _ ' 51 Ri gidLam LVL 3/4 9 1/2 1.5E 2 14 28 ✓ {P--`1 I v B2 RIgtdLam LVL 1 G,, 9 1/2 1.5E 1 12 12 O B3 FZig(dLam Lvt 1 3/4 P 1/2 1.5E 2 6 `1 2 li d PATIO 1 -- F - �' PATIO d Accessories B1 it Mt 1 _ H1 ITH01/950-or 1779.5 13 fl1 k 1 - - 1 e O : I' V 1 ri 0 E. '° J. 1 J} IDR it J1 J,, i. — -- J5 - — JCI JL Ji _ - K E\vstems. J 1 l Ev v Ji i J1 tr Ji 1 CONFORMS TO DESIGN CONCEPT `III} A ... ❑RONSIONS O DESIGN CONCEPT WITH 7LrI REVISIONS NOTED R1 J5 1 0 NON-CONFORMING-REVISE&RESUBMIT J I 1 1' MIMI THIS SHO DRA IJ M.BEEN REVIEWED FOR GENERAL COIFcF IJ E J-3 - WITH DESIGN CONCEPT ONLY F 1 DOES [TOT RELIEVE HE • I FABRICATORN N.OR OF RESPONSIBILITY FOR CONFORMANCE SMITH DESIGN __-----154-"---"""="_---___. �., -_,_-� I I.� DRAWINGS SP_CECATIC"S A D APP'ICABLEE CODES.ALL OF WHICH HAVE START —_• `� —.._ .... START PRIORITY OVER THIS SHOP DRAINING. • FRAMING J6 7.., FRAMING By DavidRBurnett Date to/B/14S. HERE 1 Tr ' � I '" r1r ani 1jr'rMILBRANDT ARCHITECTSJ1 .13 ...a J8 —� JC __ ;_• J- J. .1> r .� HERE 63 II , - , '._.EB / IMPORTANT/ 1 Aill• 0 z t ',, li 1 - -- 1 - 0 REFERENCE INSTALLATION li � II I �!Il�I�I iv R'1 iv GUIDE FOR ALL FRAMING PORCH PORCH DETAILS AND I-JOIST INFORMATION I LEGEND: L T J WHERE PLATE NAILING AT SHEARVVALL Pacili ta. umber �\ 0 ( H }--HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L ‘. 1 ®/ BLOCKING OR WIDER RIM MATERIAL AS -SUPPORTING P05T REQ'D.ELSE LAP SHEATHING PER DETAILS & TRUSS A COMPANY ® -POST LOAD ABOVE R -RIMBOARD 0 CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)353-9663 LB -LVL BLOCKINGZ REVISIONS AS SHOWN PLAN•DESCRIPTION/NUMBER: 40 JB -J015T BLOCKING 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON II J -JOIST GALLOUT ruts SKS OWING NES BEEN RECEIVED FOR GENERAL CONFDEWIRE PLAN DATED: 1 2/26/1 2 NMI ONE DESIGN CONCEPT ONLY AND WEE NOT RELIEVE TEE B -BEAM(FLUSH W/JOIST) FASAICATORDIENENSE CF R SFEEE G:ITB FOR CONF0APARSE n R THE MAIN FLOOR JOIST LAYOUT DESIGN DRAPINGS AND SPECIFICATIONS a NAILSSAV PRIORITY EMP DESIGNER: KAM/BELPV000 DATE: 1/1/13 NPR -HEADER(BEAM BELOW JOIST) ONES THIS SHOP Am:NG.Nc GAC R SIS,VERIFY ALL DIMENSIONS. BOO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" Ey: 22 R.Eaton Date,September 19.2014 CT ENGINEERING INC PL 1 3-03 (MAIN) SHEET: 1 of 1