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Plans --cT�OIe, 60 97,r /7 V 73 s Lt) ,lar-" r -- i I 258.9 L_ I 1 LEGEND: SS SANITARY SEWER Pacific / ---N 42. 259.1 —SD STORM DRAIN C0CommunityCommunityDesign_ Design— — — — — — 0' — le/ /� — — — — _w WATER LINE i 1 12564 SW Maui Street 1 ® • MANHOLE Tigard,OR 97223 N i ® CATCH BASIN (Ti14 0 503-941-9484 b °1 ( 1 — DATE: 1/14/2016 7f))( 27.01' y' --• STREET LIGHT REVISIONS I, ♦. I I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - I III I I EROSION CONTROL N li ; STREET SECTION, SEE a I I 1 I © CONSTRUCTION DOCUMENTS . 1 II I; I t co 4.00' III 85 — 4.00' I I 3,780 SF I A SETBACK SUMMARY I P If I BUILDING: 3413A b Q. ; 84 h ; I FF=259.05 al 86 FRONT SETBACK: 12' I ' I 1 ( I SIDE SETBACK: 5' I� I I I I STREET SIDE SETBACK: 10' A REAR SETBACK: 15' II GARAGE I PORCH SETBACK: 8' III �— a. GARAGE SETBACK: 20' ti**4. rJ — -T ; J 1-3 E _ _ / I -- ---- • * O'I en + l ' 1 PORCH II '—II/ 0t, 1 L 20.00'1 -1400 ._ ° ��` `` 257.2 ,.- :'' — — — Lzi.5—_ — — LOT COVERAGE: MIMI \CO 4x.0' i LOT AREA: 3,780 a i '1 "\\ \ , , SF RIVER co " � ! ;1_1___--,-2- ,'‘, �-F+ BUILDING FOOTPRINT: 1,469 SF N —_ it ------- � � — — TERRACE SIDEWALK 3' ROOT PATH \ "pipW/7" ` : i '; ;/ , W= t ( r -.:--_____2, `F� WATER METER` COVERED PORCH: 88 SF NORTHWE T PLANT (2) STREET l' !'� -- _ S N S S SANITARY LATERAL- SS cm TREE: 2" CAL. JUNE CANTILEVER LIVING SPACE: 0 SF a SNOW DOGWOOD/ A 36.00' SW SABRINA AVENUE STORM LATERAL COVERED PATIO: 0 SF CORNUSCONTROVERSA H 'JUNE SNOW' SD SD — SD DECK AREA: 0 SF co 0. ti<o LOT 85 co / -< //_:.•:....\,___, Y 6 l \�\ w �% �" Y�� f/j'yti, TOTAL COVERAGE: 1,557 SF PLOT PLAN a �i�I�r % �', 41.2 % ,, ,1 4 ° i 4 \\\ IMPERVIOUS AREA: 2,170 SF d "" `— —�`\\�a 'i-\7/ii \\ \ it ` / e \' O \ a V CITY C = `SIGARD cm RIVER TERRACE NORTHWEST (503) 221 -1920 Approved DI PlanningGI C ^„ Date: (Obi /J(( PROJECTNO.: 0372S1W6TYPE: CONSTRUCTION OSCALE REVIEWED BY: PRE LOT 85 (R-7, MEDIUM) Initials: L_. 10 0 0. RIVER TERRACE NORTHWEST g 17473 SW SABRINA AVENUE 1INCH=20 FEET Z PACIFICWMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM`" .nu 2E a�°" -�. i quality engineered wood products for todav's builder" uN-,»°;n ,.e ,I� 1 ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. , .,�,,,,� souv B�ocK au The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRIM- :,",°,p„N ,I i� vowsraoM nBovE Gom an,which retains co ri hts to,and of Che Use of these anyother R,�°a,;"„” roams'0BE�on. Company, copyrights ownership plans. plansby ,rt.",u.,.,,„„. �Narr,uwons»e.oc"sproduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or "....-,�. ,III rER OEr.��,e.N,rc» these p p +eosmeams FOREST PRODUCTS mevaWeura rovrsraaonucrs !WI!, E�' -__---- BEAR�w Aaen ora,.oces copying of plans,Infringes rights under the copyright Act.Infringes face liabilities that include / `� BELOW ro rosr ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. IP: �, 40 RFPI-JOIST -- ! �' CONTRACTOR NOTES: DES/6N NOTES: I °°"'•"'- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^�P,pr;q M'o.,".e.e"=,r�,N 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR „»�.,�"d,.,-«.._ooa�.,�- EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REP'BLOCKING PANELS WITH BEARING SALL ABOVE P05T LOAD TRANSFER DETAILOF L/460 (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD (- 1 3opsf AREAS: S THIS l5 A PLACEMENT FLAN QNLY. p5f 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, ROOFLOAD/N6: PATIO ---I I--- PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 11 psf DEAD LOAD II R 1 ...._,, Si R1 1 1 1 7 . . _ 1 I i I R1 10,-5" •�I' 10'-5" J2 •i' 13'-3" - �34.-O" 10. 3" - J3 -.--- -- I — FL 15-400(MAIN) J3 Li POLYGON 3413 ASV(NEW) J2 ( _ 'I__ Mrk* I Material Width Depth L&rade laity Gut Lth Tot Lth rr II Or BLKG RFPI-20 3/4 9 1/2 20 3 60 Rsi -.1 1 J2 Jie 1 -- - ___ " 1_J2 -' 1 R1 OSB Rim 9 1/2 9 16 144 J1 RFPI-20 3/4 9 1/2 12 14 165 J2 - J2 J2 RFPI-20 3/4 9 1/2 16 34 544 J3 RFPI-20 3/4 9 1/2 5 6 30 -- --- J2 - - — - - - - --- — J4 RFPI-20 3/4 9 1/2 2 2 4 • . J5 RFPI-20 3/4 9 1/2 1 32 32 I. J2 - - H J2 51 RigidLam LVL 3/4 9 1/2 1.5E 3 14 42 J2 _ B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 L J2 ( r _ ---- _ Accessories O O ."r 1H1 ITHO1T950-or-ITT9.5 5 Q to Jo :0a - J2 • F3 1-._-` - - - - �,R 1 R 1 ,H,53,4,::,,,,,-----H, J2 k 1 JS 3\1\ ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ® L L ca REVISIONS AS SHOWN J1 IC IC J1 <V n ❑ NON-CONFORMING-REVISE AND RESUBMIT J1 N. N. `� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -I Jt WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR!VENDOR OF RESPONSIBILITY FOA CONFORMANCE WITH THE J 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R, J I JI 1 \ By: Arnold R.Solomon Date:December 3,2015 ---tet----- ..1-1 - ` CT ENGINEERING INC Jt - \. DACONFORMS TO DESIGN CONCEPT J-1--- zf 1 ` ❑=N:ZSIGN CONCEPT WIN J1— J1 - _.... , _Jwis_ -__-_-$ 3 mTMILBRcANDT ARCHITECTS JB1 JB1 JJ - J3 _ I I \ • / \ /MPORTAN77 START START REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORGH i HERE HERE i PORGH , LEGEND: PacifILumber .0_-HANGER CALLOUT ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (S03)555-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ASP(NEW) .JB =JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) DESIGNER: KAMIL HENDERSON DATE: 11/2'7/15 HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 A(NEW) PL15-398 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products 4 4 PIotID Length Product Plies Net Qty 4 4 9-08-0o START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 ��1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT i �.°" RM1 8-00-00 1"x 14"APA Rim Board 1 1 1 CONFORMS TO DESIGN CONCEPT WITH HVAC RUN " RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN ' RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT �� BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE w BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FDR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY g OVER THIS SHOP DRAWING. 'CI'o..IS' o o o _ BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R.Solomon Date: December 3. 2015 u_ U. U. U- U. o LL o LL LL ;'i BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC el — BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®`°N`ORMST°DESIGN`°N"`T BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 °=011,71,B=SIGN CONCEPT WITH ®®I BM2 21-00-00 7 X 18 BIG BEAM 1 1 ❑NON-CONFORMING BM3 21-00-00 BBO1 1 1 A BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 gg _a__.• _ 15 ��MILBRpNOT ARCHITECTS q ,tM1 _A �.t1 C ' Zr - IN ca-Ek Ilms 15 3 A10-0i i I t /i,' O_ I' II ACCESSORIESIITRM1i ® TH017140-2 44 j !I® -I� II II © HUCQ1.81/11 S HVAC RUN Ir Oil 1x14 OSB RIM FOR SHEAR BLOCKING 25' 122 Imp .. II FLOOR LOADING BK1=BLOCKING �p 0 I 1 RMi=RIM BOARD 40 LL W Iii w•ii LL Icn :QC'LL .ALL mt P'».1L..' - 15 DL LL 2o f o Iv Iv II 1 IRM1I 1 U. 2 2 I REFER TO STRUCTURAL PLAN FOR ADDITIONAL ,n I N POST TRANSFER BLOCKING m m m AND SHEAR BLOCKING REQUIREMENTS. I. II I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 11 D 3 I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA I I I(a'0-0_+1i Ii I 10 II ((A�, C1411_ IBM6I- -- 15 II 3-5-14 1 -1BM3I _ RM1 IBM6I 7dillik 6-08-00 ° e 11Ip ........ ." `I!__II/ �lil Paci umber 44 �� START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. I - — JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET SHEET 2 OF 2 CD 10 13 Co r- wawo - n `m -% � mprn XIw w � r � a. -< , y p > > y G) 7 /P3 R1 p N ° D < Z 49y z IsS m * r 61-0' 17-01 41'-0' 42'O C1 3 6-0m �. tD H im -. 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C2 .eQ. 04.11 y ��'� 11'-01/2" vi 1 `, , 12'-0112' 401-2' 1- 1 40'-2' 10 o co p<I CONFORMS TO DESIGN CONCEPT OX CONFORMS TO DESIGN CONCEPT 3 o ❑ CONFORMS TO DESIGN CONCEPT WITH rs 3 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN Ca c ❑ REVISIONS NOTED „ .111' cHElNON-CONFORMING- REVISE AND RESUBMIT NON CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE —IC 1111% o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ooi DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC