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Plans (117) 152-q $ 542 5ni- t 1 "IS 7,9,0 i6 - o 7oe \ LEGEND: 478.0 Pacific 48z asa z3.o' �•�:®� 37.0 _w�� —SS SANITARY SEWER - 478 _ =�- �����_- � —SD STORM DRAIN Community Desi`11 4'6 w WATER LINE 12564 SW Main Street 28.81' 32.31' I ® • MANHOLE Tigard,OR 97223 474 I RI 503-941-9484 28.31' ■ CATCH BASIN -- DATE:-- I DATE: 12/11/2015 472 \ ' STREET LIGHT REVISIONS 1 I t1 i STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL ' 1> 1[1 �IL R 74EIVEI ,I o I MAR 8 2016 � I SETBACK SUMMARY ,� BUILDING: 5017AR CITOF TIC,ARi 5 FF=470.5 \ FRONT SETBACK: 20' BUILDING DIVISION I \ / SIDE SETBACK: 5' I 75 i STREET SIDE SETBACK: 15' I 5.00' - �- i 7,304 SF Li I REAR SETBACK: 15' I 5.00' / I 1 , I / / ,-1- L___-� , — GARAGE ' iv v 11 E I 1, _ 6.00' / PORCH f F� PUE X410 /y/ ���� LOT COVERAGE: Or) 1I , 2000' ! S of '�� j %; 7 LOT AREA: 7,304 SF m 1 j 27.66' i1VSIDEWALK\\ POLYGON AT / • BUILDING FOOTPRINT: 2,352 SF i 2 , 468 / �••�/ 469.3 SS BULL W i L —_ i l Vol 0���- OS i COVERED PORCH: 58 SF y 1 r I V // ���;,� �, S 5 �� � MOUNTAIN I , � � � ��'. c, r>,d CANTILEVER LIVING SPACE: 0 SF n h i————J // AA r, ,'� WATER METER �`' COVERED PATIO: 158 SF � to v o , AV o ----o� / 466 �i/��, ; / O DECK AREA: 0 SF o `� / A"I� % LOT 75 464 7 / �� / _ O ss TOTAL COVERAGE: 2,568 SF PLOT PLAN a /co v / A-,� 35.2 % SANITARY LATERAL / NV PLANT (2) STREET 'V I / PO TREE: 2"CAL. IMPERVIOUS AREA: 3,226 SF : /// 1'� IILW GOLDENRAIN TREE / �, / KOELREUTERIA // :.,� SST�ORM LATERAL PANICULATA o / \ SS v Ok Nr--"‘ ,,i1- 1 s 4 / / . / C / lit / �I 'CITY d s f POLYGON NORTHWEST (503) 221 -1920 Appy°`=''_ ,: ;a ring 2S1 W8 Date: 3/ebt, PROJECT NO.- 345-031 P -- TYPE: CONSTRUCTION LOT 75 (R-4.5, LARGE) Initials: hi3LE REVIEWEDBY' PRE POLYGON AT BULL MOUNTAIN 10 4 .,7`; g 15243 SW SEINE DR 1INCH=20 FEET Z Off COPY z . . S 1 CITY OF TIGARD , leiTi4r+ N ( T REVIE FOR CODE COMPLIANCE 7 ___T... cf) N x p 70 , Approved: ] lirVTR `� — OTC: [ ] a I -- Powder DOWN Permit r,�S,�.ao1C-- 000 -7 8 Powder - - DOWN TO ,�J 1 "i N 30" Te Address: l'45;--1-1- �,�y � S w s r v�c _ c ✓ j� POWDER N I J Suite #: � (V.- • I -4 a` I By: r Date: g- 3-/ I i--) • 3'-1" X I Pa -3-, - 0 Pa ` ` ` 5 SHELVES' REVISION `, TOP 01 1,- BAST o 0+44" 3-0 MTL RA VGE _� VENT ` -()-I cni rn t 1 ID 5 D1 , (b Plan 1 7 LOW FLR. PLAN Plan 1 7 LOW FLR. ELEC. PLAN 1/4" = 1'-0" 1/4" = 1'-0" STHD14RJ -i. - STHDI44.1 / 1 1I -PLUMBIN 1 ., -4. -- .. 1 \-/. ABOVE. I �;< o ,:. ZD .1 0 1 = 1mo is -r 1m o 1 Ixi Q� °' 9Y2 ROOF TRUSSES' N" °W°o o • I -114/4" AT 24" O.C.I CO • ABOVE FRAMING' S9.1 GT ;_ 1 ABOVE dik f- v' I� i � L tC STHD14R r STHD14RJ it I ___ 1 I =_ I I i k 3'-8 I •--i -113" I i 9 -- 0 _ SLOPE o FIXTU' 3/4" DN --4- N ABOV N T 3'2" CONC. PATIO SLAB I 1–‘15-11 UP Plan 1 7 FOUNDATION PLAN Plan 1 7 OW FLRRSHEAR PLA n 1/4" = 1'-0" 1/4" = 1'-0" 0) (alt7 W.; ti. 7." Oalkolsr PROJECT NAME: RIVER TERRACE SINGLE FAMILY ARCH. JOB NO.: 1503 BULLETIN DATE: 7-21-16 SCALE: 1/4" = 1'-0„ PAGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: A2, A4, A5, A6 MA-8 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. .t„....-:-:-...„....,-,. PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM i quality engineered wood products far tOdCIV$builder . o +� I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ...-4,, ,I� zowsLou Au The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGIDLAM"LVL R1G{DRI M- a rows neor,•sws Gompany,which retains copyriohts to.and ownership of the plans.Use of these plans by any other o sure«s soon. ,Ir i SE.w.saus«>Ioucs product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or AOSEaaRO roa>sr PRODUCTS R GTCcasr A4pAV/G{S G .�e�..�,e�.rc« -------- uerw.�•ors��� copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include se�on ro.osr..sovs. `� penalties of up to s20,000 per work infringed,and 1 DO.000 per work infringed willfully. BEG -_ RFPI O T �; ! Ih� MAR a 2016 ITINCIS , "":"` I� _ GONT1 AGTORNOTES: AE5i$NNOTZ5. EIVED m ������ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .:•, ;...*„..... v.-�.e �1 TY otr 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR . 1 1v1 f ('���G DIVISION_ 3)ALL BEAMS PER DESIGNER'S PLAN DEFLE(UNLESS NOTED OTHERWISE) CTION GRITER ATHE LIVE D RP'rBLOGKNG PANELS MRN BEARNE,MALL ABOVE POST LOAD TRANSFER DETAIL �.J 1 Ltd (UNLESS NOTED OTHERWISE) OF L/450 I NTS. N.T5. 4)USE CAUTION WHEN CUTTING FOR PLUMBING BOOR LOAP/P4 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD (- I - -- -- 1 SHEARWALLS 1 2psf DEAD LOAD 771/5/S A PLACEMENT PLAN ONLY 3O LIVE AREAD R 1 I I I R 1 This layout is to be used in conjunction with R12psf DEAD LOAD _... ....... .___ _ .,_ __. ... ._.. _... _._. ............. Architectural/Structural plans.Verify all 1..-NNN\ I PATIO 'M PATIO I shear wall blocking placement and connectors, OOFLOAD/Nb. R J9"" -- I) J1 Purchaser responsible for approving this 25psf LIVE LOAD I -F 1 I•I .•-t1 fl JB tII J 1 I ayoot prior to any construction. 1'1 psF DEAD LOAD = _lb Jb r Jb tI I,l::. , Jb1 Jb Jb i li }i _lbJb Jb II Li: : , ..1 Jb I� ..._. _ ..... JbX_ ...... ._. ... ... __.. Im _J.b ,./ ._.._ ..... ... .... _ Jb 1j..... ..... ....... .... .......... .Jb......._...... ..... ...._. 11 • J5 __. `- __ --- -Jb /' ____ _. __. ___ -__ Jb 1i__ __. __. --- J5 :f.. ... -t2-}._._.. .._ 1 11 • 11 J5 ... L... .... __. ._Ji/.. _.. _. ... ... -J7 �•1 ._ __. .... ... J.5.... l t , J7 I1 - JS _.-. f,J7 - ..-. J.1 1 RI 1 -J7 --- ._ J5., .... I . ...... -J"1 _.... _... ... ...J9 ..._ .,., hg 1. RC1 I Ia R1 1 1,1 O N 72 P H J2 O IT r�1... J5 I'so O 1 J-1 11 11 J 1 R1 O ry I Ja J8 _.. 11 N ic. B 1,: `-- - I l .._ __ _. __ __ I _ : JB 1 it iL - _Imo-.�N JB :.- - JS : LL ®ccr.:warnsrnN V --Fi � .r �.��_ ..-J4 _ .....J4 w a.o .......--Ri--�—= • V 0 i�wox No,o.. / y I 11 J6 .., .w .:_. ff ..... . ..:_::. � 1 Ri1 t u4 w _ A LBBANDT A CN:TECT 1 4I _ \ _J4 II ® CONFORMS TO DESIGN CONCEPT J4 11 14 __J4 El CONFORMS TO DESIGN CONCEPT WITH • 1T1._ J4 ~: _J4 REVISIONS A5 SHOWN 1 J4 ll 11 J4 ❑ NON CO VFORMING REVISE AND RESUBMIT II 11 . j4.................................................................................................................. ......................................................................................................................4.................................................................................................... I i... .. . THIS VIIH HEP DRAWIDESIGN C5 B N.YEA KDG S:»:TEREAL EVE THEANIANCE .... E FAHRIOATORi• LOOP,OFRESPONSIEPT ONLY BILITY FOR OES rCOt ORii I ErWITH THE ....:.::. DESIGN DRAW DRAWINGS AND SPECIFICATIONS NS AL_OF WIN HAVE P....4TY Si J- .VER THIS SHOP RAKING. 1 r., :: 15 :_ "` J3 ._ _. J3: .. ::: J5 :.:_ By: Arnold R. Solomon Dote: December 18,2014 n JS..... CT ENGINEERING INC 11{ J5 J-1 -1 J5 Js PORCH PORCH Js- ' I ............ JS............. .. ........._.. Jrs....... ........._ /MPORTANT./ J L - . .. REFERENCE INSTALLATION START FRAMING HERE START FRAMING HERE GUIDE FOR ALL FRAMING PL 1 4-402 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5011 Mrk• Material Width Depth bride Qty Gut Lth Tot Lth LE6EKD 51 Rlg idLam LVL 3/4 9 1/2 1.5E 2 16 32 NI � B2 RigidLam LVL 3/4 9 1/2 1.5E 2 8 16 � � � ( H )—-H- GER GALLOUT B3 R{gidLam LVL 3/4 9 1/2 1.5E 2 2 4 ��// 64 RigldLam LVL 3/4 9 1/2 1.5E 1 1 2 12 191 OSB Rim 9 1/2 11 16 116 MAIN FLOOR JOIST LAYOUT y' UPPORTING POST COMPANY J1 RFPI-20 3/4 9 1/2 4 26 112 & TRUSS POST LOAD ABOVE 12 RFPI-20 3/4 9 1/2 3 34 102 SCALE: 1/4-- 1'-O' R -RIMBOARD J3 RFPI-20 3/4 9 1/2 2 14 28 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 J4 RFPI-20 3/4 9 1/2 9 30 210 LB -LVL BLOCKING J5 RFPI-2o 3/4 9 1/2 14 12 165 PLAN DESCRIPTION/NUMBER. 501/A JB -JOIST BLOCKING Jb RFPI-20 3/4 9 1/2 12 24 255 J1 RFPI-20 3/4 9 1/2 4 26 104 CUSTOMER: POLYGON J -JOIST CALLOUT JS RFPI-20 3/4 9 1/2 4 36 PLAN DATED: 11/15/14 B -BEAM(FLUSH w/JOIST) 151 BLKG RFPI-20 3/4 9 1/2 49 3 141 NPR -HEADER(BEAM BELOW JOIST) DESIGNER: KAM/L.HENDERSON DATE 12/4/14 Accessories BOO-BEAM BY OTHERS I THO 1950-or-ITT95 5 PL 1 4-402 (MAIN) SHEET: 1 of 2 X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORVENDOR OF RESPONSIBILITY FOR CONFORMANCE'WITH DESIGN 24" OPEN WEB JOIST @ 19.2" O.C. DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 12/22/14 POLYGON MIERRANDT ARCHITECTS 5017A PL14-402 UPPER 17-07-12 7-06-04 TAGGER FIS JOISTS 1 F02 15-00-06 12/4/2014 GIRDER TO AVOID TF HANGER COLLISION AND •IBBON START FRAMING HERE PLUMBING ABOVE. > Asn �[� ""M.1".1 -- MTera NONE MX I" I IIT" I Products ® I�aide�► � 2. 14:0 , ` PIotID Length Product Plies Net Qty •, ,. ■■ �� ���,„■ i n BM6 21-00-00 5 1/2"x 21"Glulam (1.8E 24F-V4 DF/DF) 1 1 III IHIII 111111111 :I LL BM1 19-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 IBM9 17-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 B BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 I :i .Ilr''� BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 1;,9;_ .,,,' 11,,, : :I, 1 t ti & F4 44 a "F42 41 40 40 "— '1.1,11 BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 1...„I I „ BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2 8t9 3 BK1=BLOCKING � M ; � � � RM1=RIM BOARD �` LL ACCESSORIES QTY e { Q O HIT424 47 74; 1 F03 2X4 DF#2&BTR FOR RIBBON 210' HGUS5.50/12 1 11,11 It s € u u, o In rn[F sn LL © HU412 2 LML LLI LL LL LL[.. LL 0 O p 0 HGUS5.25/10 1 ii ,' 0 0, SKH410L 1 6 �€Q7,, ��'.rf ,� ,�- O SKH41OR 1 (� O i co i 1 1 0 0 LL SHEAR BLOCKING PLACEMENT PER STRUCTURAL PIAN ' F46I F45 F4. F40 • 47 ,__ HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ie FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �gMg� FLOOR L ADING 40 LL N 15 DL m O 1 IBM41 gg o ,- N r` 0' LL u�', JOIST WITH DBL RIBBON II rn s' m F . L Pacifisli.iumber CONFORMS TO DESIGN CONCEPT „iii," " ` " , " `" =_ & TRUSS COMPANY ® 1 1 alak i 1 !RIBBON CONFORMS TO DESIGN CONCEPT WITH F40 F44 F42 F40 F40 F47 REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT .,, #, AA �';. . THIS SHOP DRAWING HAS BEEN REVIEWED FDP GENERA_CONFORNAW E WITH THE DESIGN CONCEPT ONLY AND DIES NOT RELIEVE THE FABRICATOR;vE'COR DF PESPONSIBILIT''FOP DONFDRMACE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, By: Arnold R. Solomon Date: December 10, 2014 CT ENGINEERING INC