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Plans (14) �is�.Lv�7 /G. 2 S42G ,vi,-,S' -fit LEGEND: .�""`�i ss SANITARY SEWER Pacific r I I STORM DRAIN Community — ---I I � SD Design —w WATER LINE ' 12564 SW Main Street 3403�%4 ® • MANHOLE Tigard,OR 97223 ? [T]503-941-9484 42.0' _ --.340 ■ CATCH BASIN I 1 `— 1— –341— -- DATE: 6/16/2017 _ -- — 342— REVISIONS 343 NO. DATE DESCRIPTION i { —(��— STREET LIGHT �� 30.25' r ,>lJ STRAW WATTLE PERIMETER � I 37.74' I `. c,_ EROSION CONTROL -ol / t l �� FLOW DIRECTION ARROW ro 0 I -1 l 1-,:,- -–0 I I v -- I I II I. STREET SECTION, SEE —L I�'� I Ir I 1 h T –J (X) J I 7 CONSTRUCTION DOCUMENTS riiI I 1 V \ ' I y r m I I I , 1 r SETBACK SUMMARY I i 1 I 1 A 61 I I I b2 I O 1 �\ 4,200 SF c I 1 g o 60 ' 1 FRONT SETBACK: 12' , ` iI \BUILDING: 3410D -,1 / SIDE SETBACK: 3' 400 IFF=344.97 I 1 I STREET SIDE SETBACK: 8' 1 I \ (1 i FRONT GARAGE SETBACK: 20' ' 1 I AI / ' FRONT PORCH SETBACK: 8' �\\ I 1 4 �,� \ - 4.01' REAR SETBACK: 15' 0 1 ' II I REAR COVERED PATIO SETBACK 10' a i \ \. i GARAGE I II �� I I ---� , ---_--- PORCH --- p I�1 co I 6.00' I �1 Z___ ,I LOT COVERAGE: N 1 PUE, TYP. �• 1 RIVER 9 ■ ■ 1 1E-fl " I■ LOT AREA: 4,200 SF — — —�1 20.00' • 15.17 — — TERRACE 342.3 / BUILDING FOOTPRINT: 1,443 SF /�' b. ,iii\ i_��, 34z.9 �. _ EAST UJ if<''' 42.0' 1• ' lip �. ,s COVERED PORCH: 188 SF CD Illi / -o .�iiw Mir '■!�,�. �► i---A 1! COVERED REAR PATIO: 112 SF SANITARY i -�� - + - ?0. �_ /� LATERAL __ '�� WATER METER -� CANTILEVER LIVING SPACE: 0 SF o SS13 ® S t 55,-- SS 0 61 6� (1) ROHANI EUROPEAN BEECH / (1) ROHANI EUROPEAN BEECH / DECK AREA: 0 SF PLOT PLAN FAGUS SYLVATICA STORM LATERAL - FAGUS SYLVATICA o \ I SD �` D So SD SD[-- — SD TOTAL COVERAGE: 1,743 SF §) SW LARKSPRING LANE �, .�"*� — �I l _rai&b. 41.5 % � _-mss_j -- �, -_ `®a'��'1 ' _ -F � \� sr, �w���,�ti / v'�( ° 11 "1 � if 1 / , 4I p 1 ��i IMPERVIOUS AREA: 2,147 SF a l a E a) o o ' OF TIGARD CT POLYGON NORTHWEST (503) 221-1920 p r ved by Planning PROJECT NO.: 395-041 a V V 2 S 1 W 6 )ate: i `IZ TYPE: CONSTRUCTION CI LOT 61 (R-7, MEDIUM) n itlais: -L c SCALE REVIEWED BY: PRE 10 0 RIVER TERRACE EAST 16897 SW LARKSPRING LANE 1INCH=20 FEET U LEGEND. ss SANITARY SEWER Pacific ____Ii'l — —J ' I _1 ' � SD STORM DRAIN mom nullity —w WATER LINE 12564 SW Main Street 340 2 3424 ® * MANHOLE Tigard,OR 97223 42.0' / [1]503-941-9484 I — --- PACIFIC LUMBER COPYRIGHT2D14 SYSTEM- ===== ROSEBURG FRAMING SYSTEM`" quality engineered wood products for todav's builder•• """""°"`..... ,q,�.„„ „ ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber RIGI LAM LVL Ri Gt�Rt M� ' ` i� vows reor Ae5O company which retains copyrights to,and ownership of the tans.Use of theseplans byanyother ror ncuELor,. P yP p 11111 .T:-amu— - ,,1110 �aSrnu moons«e� " product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ¢psesaxe soaast vaobucrs masew roaestrroutre>ra I , copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �� `` BELOW ro POST ABOVE. penalties of up to 520,000 per work Infringed,and 5100,000 per work Infringed willfully. i..,:'''C, ^'IMM �RFPI Jo sr k,!/�= IIh CONTRACTOR NOTES: DESIGN NOTES: saw....- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Ria-".o arE"�ro 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �Pp.�Po ,a«~w ..waw��H (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPFBLOCeNS PANELS NITH BEARMG NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 N.T.S. RTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL ' VA OD 1 2psf DL SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: 77-115/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: _, r Purchaser responsible for approving this 25psf LIVE LOAD I ayout prior to any construction. 1 Tpsf DEAD LOAD 1 PATIO 1 i'PATIO' i4 1 1 R 1 1 - R 1 I I Si -" • JO I J3 10'-3" I la-6" •1I- 13'-3" - 13'-3" 1O'-6" 10'-3' —___= ij JJ I. J3 .*i JD ® CONFORMS TO DESIGN CONCEPT -.___ - -- --------- I� - _ 111J3 ! -____ El CONFORMS TO DESIGN CONCEPT WITH 11 J3 ------ – — JO +� -. REVISIONS AS SHOWN <1 .r ❑ NON-CONFORMING-REVISE AND RESUBMIT Y — - -- ,. — -- Ja - ' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE – J5 II it WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 Js'� o 1 -_ - J 1 J _-_ -- 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I. J9 [` - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIORITY OVER THIS SHOP DRAWING. _ __ ~ - By: Arnold A.Solomon Date:October 28,2015 _MI — CT ENGINEERING INC JD �- _- J3 # - (• 1 QX CONFORMS TO DESIGN CONCEPT p0 1 a Si R 1 a .Y� DG p n CONFORMS TO DESIGN CONCEPT WITH a I i'C. -_ _-- - --,:: r--::: -:::.-��g-1--.. (L1,!' I REVISIONS NOTED J �( 4 1'JG ❑ NON-CONFORMING-REVISE&RESUBMIT 0 J9 1 B 1 N J9 `I I 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ry R1 R 1 IL II — 2 _ J2 ry FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN N IL DRAWINGS,SPECFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ' J2 �2 V PRIORITY OVER THIS SHOP DRAWING. N I - J2 — 9 --- J2- II Cl By Jeremy Karr Date 10/16/15 J2 J2 MILBRANDT ARCHITECTS - — — - Js- - ® J2 J2 J2 ,• J2 I 42 -- I- -42-- ---- I J2---- R1' L1 I �2 --- - J2 J2 J2 J2 J-- *. J1 J1 4 START -ter I J51 J1 — I START �.. FRAMING I_ FRAMING HERE _—j1, HERE J1 ' -"lJ1 PORCH PORCH IMPORTANT. REFERENGEINSTALLATION • lt GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 34 10 BD(NEW) Mra Material Width Depth Grade Qty Gut Lth Tot Lth pac i umber OH --HANGER GALLOUT JB 9 1 BLKG RFPI-20 1 3/4 1/2 20 3 60 ® 51 OSB Rim 1 4 1/2 1 0 1 6 1 60 & -SUPPORTING POST di RFP4 I-20 1 3/4 1/2 5 6 30 TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 4 1/2 1 2 14 168 J3 RFPI-20 1 3/4 4 1/2 16 34 544 R -RIMBOARD J4 RFPI-20 1 3/4 4 1/2 2 2 4105 15 SW ALLEN BLVD BEAVERTON,OREGON P1005 (503)358-4663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 4 1/2 1 12 12 MAIN FLOOR JOIST LAYOUT J6 -JOIST BLOCKING J6 RFPI-20 1 3/4 4 1/2 1 22 22 SCALE: 1/4"- 1'-0" PLAN DESCRIPTION/NUMBER:ONUMBER: POLYGON 34 10 BD(NEW) J -JOIST GALLOUT ON Si RigiULam LVL 1 3/4 4 1/2 1.5E 2 1 4 28 PLAN DATED: 1 1/ B -BEAM(FLUSH w/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) I-11 ITHO 1-1950-or-ITT9.5 5 DESIGNER: KAMIL.HENDER50N DATE: 10/27/1 5 550-BEAM BY OTHERS PL 1 5-5 5 5 (MAIN) SHEET: 1 of 2 POLYGON 14" OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 .Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 START 19.2"O.C.HERE THIS AREA 16"O.C. os 23-06-08 AVE JDISTFOR NCH CONN CION RM1 24-00-00 1"x 14"APA Rim Board 1 1 q0 �q 13-01-00 IAOVE OSTFORPLUMBING RM1 12-00-00 1"x 14"APA Rim Board 1 1 k RM1 / RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4" TO r �' "` �' ° '_._,, T� S ' RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING -0 BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �, BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ` BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ll o 6 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 4°- U- 1' 1� 1' " 1' L °' '0) U- U. m U. BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 CONFORMS TO DESIGN CONCEPT BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® LL LL 0- ILL LL 11 'LL LL ILL LL 2 U. LL LL ❑ CONFORMS TO DESIGN CONCEPT WITH N NIN 0 N N BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN u_ U- o ,U- o o BM15 4- 00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT E BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 cc THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I I (A) O BM13 3-00-00 BBO1 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ® 131A1 BK ). DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY •� °�° OVER THIS SHOP DRAWING, 2-11,1A 1'I0 21, IBM2I ACCESSORIES QTY I F IL I m U Q TH017140-2 36 By: Arnold R. Solomon Date: October 28, 2015 1 ' �� •INIIa a RM1 m O © HUCQ1.81/11 3 p,°..._ _... MI ,_.- .. :_ 6-11-8 CT ENGINEERING INC C 1 / 1x14 OSB RIM FOR SHEAR BLOCKING 28' O�BM3_ IBM11 _� © TFL1714 1 1. ti 1O '2 FLOOR LOADING El CONFORMS TO DESIGN CONCEPT j BKS=BLOCKING 40 LL I ,ro ,m w co w m co RM1=121M BOARD 15 DL ❑ CONFORMS TO DESIGN CONCEPT WITH � ILA. LL o LL o iLL LL I REVISIONS NOTED I 1 IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL o N t—.:y�—� POST TRANSFER BLOCKING ❑ NON-CONFORMING-REVISE&RESUBMIT L LL I u l AND SHEAR BLOCKING REQUIREMENTS. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE .m mm B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN II FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN k DULL Il IM I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE i2 I PRIORITY OVER THIS SHOP DRAWING. ' Fm,'.LL LL LL1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I By Jeremy Pfarr Date 10/16/15 i mu 1 11 MILBRANDT ARCHITECTS 4 ...,1t-- -� I 4 II m �. - _ — ci* _ W �BM7i BM9 _ -•VE JOIST It�� l�� �•��-,� q OR PLUAE NG 15—it—`'—1!I _=� DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacif umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 0 1) - co Cwnwo "flP n m Oh � m Qm p p y I— y E0 v � G) r- =y ` o m0 ZZ mz 0 N Z 3 al r 5.5 I 1O '-0w -mog 1 2. 0 w 32 Si m o 0 0 4* K C C ; 1 . I le � m D1 gi' II , \ J1 111.1 IIPr J2 yxi (7, D2 (;. ,4 1. r D m < m m N 1111 0 J3 n O. O r O hh CD N '1I " q-' t J5 I 0 Q' › ...A j 10 9 _ m mom• � C . < tnmN,tnN p v0 ,OZ� �Z��m AQ �� yO.Zg •.y; Dmm�ZZT-ZNCm� ZOz ..Z T� + J8 pO OD0Zm ›. I of -1,mm020900000 4t cs OvmO>m ›cn Z< . o OOOOr Cr m a: zmz�mxc'Zmoc,Z;', . K C. �mcmicZmZ��D�� a a �rr-��COO.Zm7rp0� '�1� , _____ Al Z aQv't1 C �; `_ O .• m 1 4i'fr:i .. 111 di a MC t. . C> rao \lair 11 — al P2 IC' — < < ac 1 cr so E� A JZC ID ., -4 C i;FM II -1----- IliL in y • II&M• III II► ,' IA IA . . , , 4. • X' ' O . J N. r. r. N. J SS ; {' ® CONFORMS TO DESIGN CONCE T 3 . n3 ❑ CONFORMS TO DESIGN CONCE T WITH 63 X❑ CONFORMS TO DESIGN CONCEPT REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT WITH ,a REVISIONS NOTED ❑ NON-CONFORMING - REVISE AND RESUBMIT ;► ea P Ellimn. —REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -4 EMI o WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER TRIS &NOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 By: Arnold R. Solomon Date: October 28, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC