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Plans (393)I \-c\ -1-,a,c,,, \%_ ccmo lu--iLk-A- svci ‘...cwy_c_ __,c,c, L,c LEGEND: „ -- 4 - —ss SANITARY SEWER , Pacific 0 4-__sii —J— 1 '0----/-=2 J_ Lj , 1 SD STORM DRAIN Community t1 _ _ _ _� 1 r _ _ _ 328.4 4 —w WATER LINE _ x 12564 SW MainStreet /per I Q MANHOLE Tigard,OR 97223 { 328.7 I 11' A [I]503-941-9484 jj 58.5' i •'j (1) KATSURA TREE / CATCH BASIN DATE: 6/16/2017 i - CERCIDIPHYLLUM REVISIONS I w JAPONICA ___@— STREET LIGHT I NO. DATE DESCRIPTION \ i _i_uk _ '1'1 :4: 29.50' Iii a` 4.----- ." STRAW WATTLE PERIMETER I EROSION CONTROL 37.00' 8OOi FLOW DIRECTION ARROW I,, r° °, I (I, PUE, TYP. STREET SECTION, SEE I �� © CONSTRUCTION DOCUMENTS - I 1 : I ' ..... _ _. I- AL .'"sem I � �4 I, ' 54 ; ; o0 „lir 11 ,--/ SETBACK SUMMARY ]II I 5,808 SF I (2) GREENSPIRE ..q LINDEN / TILIA FRONT SETBACK: 12' SIDE SETBACK: 3' nia 55 Io I CORDATA STREET SIDE SETBACK: 8' E I I I BUILDING: 3D I a, I GREENSPIRE' FRONT GARAGE SETBACK: 20' o 1 FF=329.61 I ► FRONT PORCH SETBACK: 8' 1 I I I N. REAR SETBACK: 15' I Q F r, I i I REAR COVERED PATIO SETBACK: 10' 5.00' , 1 1 ' Q •43 I GARAGE .16.50 > I I J I 4�4 a -' I I I I r11 I Al i' a , O LLOT COVERAGE: I I I I PORCH I rrP"Irt k m _ 4`."'� RIVER `° I L --- I —� ---- "--""4:1 o VISION - w L 6.00' - r---- r LOT AREA: 5,808 SF N PUE, TYP. L --J� I .� 4 .4 __ ' CLEARANCE ``•,� 0) 20.00'— ~ _ TRIANGLE re,� TERRACE - —L 1111111. I - _18.50' � �rl BUILDING FOOTPRINT: 1,569 SF 327.8 .' � � p`',�,, EAST �j Ll' LU wmawAlimpAvAi�- rirmirr lir,325 611 —I ' > COVERED PORCH: 39 SF vAfflafraf COVERED REAR PATIO: 0 SF ..1��IN o ,. i �Ma��C� NOa�t.� M 7.. i n CANTILEVER LIVING SPACE: 14 SF III � � /. �� SANITARY LATERAL l STORM LATERAL 54 v � s. ss "�,;�✓ DECK AREA: 0 SF LL (1) ROHANI EUROPEAN WATER METER I PLOT PLAN R BEECH / FAGUS TOTAL COVERAGE: 1,622 SF a SW LARKSPRING LANE 6 s . SYLVATICA'ROHANII' SD / o 325 sly 2 c c, �°.r �'—" 27.9 % IMPERVIOUS AREA: 2,332 SF U v 0 0) 2 POLYGON NORTHWEST (503) 221 -1920 : iTl( OF TIGARD 0 PROJECT NO.: 395-041 2S1 W6 „dproved by Planning TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 0 LOT 54 (R-7, STANDARD) )ate: 1/ ( (/ (I ,0 20 La RIVER TERRACE EAST `nitiais: F'Y1 a Q 16747 SW LARKS P RI N G LANE , INCH=20 FEET z �° PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"' 1 quality engineered wood products for iodates builder•^ ,„,z.,;.,.....---.- .a ,I' j ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. °"' SOLID SLOCKALL The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGID LAM"LVL RI GI DRI M" vosTs raon Aewe cr kw Mt, ,I roseAa;rN;se�orv. Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other 1 M"°�.-E ;us,u�sounsn ego-'° product supplier other than Pacific Lumber Company is strict) ,IV, ;r=,Www. ,IIID ncouu.,e. e,.o PP p p yprohibited.Unauthorized use or ROSEeurt® r'PR000C.rs vo�mA¢o o� rs G ------- eeAaiu�AaeA OFa;.ocK5 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include j�� `\� i eeEory ro vosr Asove. penalties of up to$20,000 per work infringed,and$100,000 per work.Infringed willfully. ��IP 4�R PI JoiST ,ii ----.....4 or CONTRACTOR NOTES: DESl6N NOTES- '°^...''°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ammo"...°��� s-.uaas,�se°.,„-,�„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "`”`""'°°""""°°"""'"""- (UN 55 NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)A BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPMreLocKM6 PANELS rvnx BEARING NAL ABOVE POST LOAD TRANSFER DETAIL NLE55 NOTED OTHERWISE) OF L/450 N.T.S. N.T.S. • USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START SLEEP/N6 AREAS: THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD FRAMING FR INC I This layout is to be used in conjunction with 12psf DEAD LOAD I I Architectural/Structural plans.Verify all I PATIO I HERE HERE I I PATIO I shear wall blocking placement and connectors ROOFLOAD/N6: I 1 / I purchaser responsible foron. this 25 sf LIVEDEA LOAD R.1 - I O O I _ ayout prior to any construction.approving t?psf DEAD LOAD J4 �— I I ••I • J3 .---- --------------- L'. ----------Jfi-- ----- �'f- - — — -d3=-- ------- 1. I, it it t. 1 f 11 J111 ;II r JS Aiii J5 11 —1t1 1111 J4 J1 �' ii J9 -- ------------ I II 33 - d4 IN 0 0111 - - - - ---- I J — Js to ii -- — -J3 •�. — -- 11 ry n ,� - == R1 O OR‘1, ---- c---- —...-.._._._._ — ----- r'H----------- — _- ------- --- IL tN dJ �i —� Fi ti `----_--_— -J n I�I. — A • J9 _ 1 6 J1 J1 R1 ji, AA— Iljl J 1 J1 till J1 -- -=, -- --' ------ __ AIM J I ----- — ------ I — --- Jh J-1 PORCH J9 - -d4 -- , JE1 J j PORCH I I In R1 R1 1- I L I I j IMPORTANT./ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4- 1 2 1 (MAIN) POLYGON 3D /LEGEND: Mrk» Material Width Depth Grade Qty Cut Lth Tot Lth ( H _-HANGER GALLOUT R1 OSB Rim 1 9 1/2 9 16 144 PaCifi ifi umber �/ J1 RFPI-20 1 3/4 9 1/2 10 18 150 ® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT & COMPANY J3 RFPI-20 1 3/4 9 1/2 14 25 392 SCALE: 1/4"- 1'-O" TRUSS ® -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1'7 12 204 CONFORMS TO DESIGN CONCEPT R -RIMBOARD Si RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 ❑ CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)553-9663 LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 JB1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 3D JB -JOIST BLOCKING IS CONFORMS To Of SIGN CONCEPT NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST GALLOUT Accessories P cRAn2 0 H< BEEN RE40 5 FOR GER c)nreew,nzE PLAN DATED: 3/1"1/14 MIN TO[SIGN EOIGE.1 ONLY AND COS NOT RELIEVE'4E B -BEAM(FLUSH w/JOIST) H1 ITHO 1?950-or-ITT9.5 4 REVISE s F"RP r. R ONNR OF RESPONSIBILITY FOR CONFDRMAKE -H THE OlE TEl Owwm°s D SPECIFICATIONS AL OF nem.FAVE PRIORITY DESIGNER: KAM/L.HENDERSON DATE: 4/1 4/1 4 NOR -HEADER(BEAM BELOW JOIST) ,,Z OVER THIS SHIP DR.:-NS, CONTRACTOR SIAL VERIFY ALL DIESIONS. 580-BEAM BY OTHERS - A"°`°" —o, ma�-:xz.�.rw a 9122/14 By: TOtl1 R,Eaton Date:$eptENb?f.B.2014 °��MIL BRANDT ARCBITECTS CT ENGINEERING INC PL 1 4- 1 2 1 (MAIN) SHEET: 1 of 1 POLYGON 3D PL14-121 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE 1, 5-00-12 1, `Ir PIotID Length Product Plies Net Qty RM1 RM1 43-00-00 1"x 14"APA Rim Board 1 1 L RM1 41-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 L ® RM1 11-00-00 1"x 14"APA Rim Board 1 1 i RM1 5-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 __ _ w .. ` __ _ BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 � I-0s 3 1 I -0� BM3 20-00-00 7 X 14 BIG BEAM 1 1 (, B 10 _ _ :K1 hM9L _.__I 1 ___-_ BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 X2 15-0. ` 1� �' Opp ° 1-,O ,BM8, "'°� j BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 MINI BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 = — — _ .- m BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 iiII BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 OM1 BM2 80000 31/2X14 BIG BEAMBM11 1 P111 ��; ct BM8 7-00-00 3-1/2 X 14 BIG BEAM 1 6-00-00 3-1/2 X 14 BIG BEAM 1 1 11 'J'u` fl J FLOOR LOADING �_ BKl=BLOCKING 4O LL WI�4 i� �µ Ir.K1 N `�`. i 1-011 . —� RM1=RIM BOARD 15 DL NNu A II – it ACCESSORIES QTY 0 5-01.� Q TH017140-2 60 I � �I. B HUC412 2 .2 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' ,- NII © HGUS410 1 EN 1 PI, m K1 –°– – �^ _la it.- E-03 a ° �,.; I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN �BM21]^ I I ---IBM71 -- REFER TO STRUCTURAL PLAN FOR ADDITIONAL M_ BM1 _ _ _– QA POST TRANSFER BLOCKING } $IV 13-01-00 AND SHEAR BLOCKING REQUIREMENTS. C L�– –o---g--a --b-- aI HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.] iBM5 (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH (24x36 SHEET) SCALE: 1/4" = 1'-0" REVISIONS AS SHOWN ®CON O STS To DESIGN WNCFGi D NON-CONFORMING-REVISE AND RESUBMIT ❑ TOIS SHOP DRAWING HAS BEEN REIlEffED FOR GENERAL CONFORMANCE PT ONLY DOES ACT PELIBE THE ❑ v. FASA.ADRAWI GS ANDfSPECIFICATIOIS ALL OF A TH HE Pati umber DES GN IS SNOP AND NG. CONTRA O ALL OF*ICHVERIFY PAVE PAIGtITY IO n OI E9'NIS SHJP DRAWING. CONA4'YDA SHALL 4.FI-Y AL.J.RJ.SIDAS. P�`�'�,`„�"°u` N cDate snSII A By: Toad R.Eaton -n:September 19,2014 & TRUSS COMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC OX CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH _ REVISIONS NOTED ElNON-CONFORMING-REVISE&RESUBMIT RCVISIONS AS SHOWN to o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE El NON CONFORMING- REVISE AND RESUBMIT N i >- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Li Clal ..T4 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 2R PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 3 .= By Rae Hauff Date 12/12/17 OVER THIS SHOP DRAWING. MILBRANDT ARCHITECTS By: Arnold R. 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