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Plans (58) 1370? SA, 1?2 /Ys-r2-0/6 P—,00/& 7 LEGEND: —ss SANITARY SEWER Pacific ---,--11:___J I j1_1__:___ 11:_11_ 1 ' _ IIS —'� I i f —, I-1 I —SD STORM DRAIN C OITHY1 iii i t\ — — — - — — —W WATER LINE llesi`n '�s as ® • MANHOLE 12564 SW OR 97223er 19.00' 20.00' TRACT J D A ' m 503-941-9484 t ■ CATCH BASIN J DATE: 1/11/2016 3.00' 256.1 /Pr' iff ,,,/, I + STREET LIGHT PUE SS REVISIONS 3.73'1 – 19.0' _� it STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I ^,I_� —��` 254.2 EROSION CONTROL H �;\�c, \� i Ji f/ ..,____--- I f/� STREET SECTION, SEE r y / I �� 7 © CONSTRUCTION DOCUMENTS ' ' I GARAGE I \ t / 1 I I I II 1 1 �/r ,� VISION `i I i I —I ft� i i CLEARANCE SETBACK SUMMARY �I ' 1 1 I i I j 1 , 6.00' I TRIANGLE FRONT SETBACK: 12' 3.50' — : i PUE SIDE SETBACK: 3' ' 1.....__ I IIS I , STREET SIDE SETBACK: 8' ' 114.50' IlI�' 3.00' i REAR SETBACK: 3' i I ' 55 -I I 54 / /I PUE _ I ' , PORCH SETBACK: 8' I I I I 2,806 SF I_ I BUILDING: 4AR el g VISION ,�o ! CLEARANCE 3 u 1 I I FF= 257.3 ti, ; TRIANGLE I E I N 1 11- V' Csi __- I L Jr- I PORCH / iii,' N: ,,, fir rN INI I I ' o -- .� I •�T14_68' -'",' a 11' LOT COVERAGE: N —6.00' 001!- _ ����''I',I� ñ4,hIii! uf _J [_ PUE I y 38. 4 I I .) , .qI�, ' - a >0 `�� 'WHO/ ill LOTAREA: 2,806 SF4 / ���(�� POLYGON AT o -�, /' BUILDING FOOTPRINT: 1,112 SF � �. �....�� ,,. E1'1Plifl�i tf , WEST RIVER x SIDEWALK I�it�.Ji �ti. \\ COVERED PORCH: 13 SF h -� I' �, ��� �il,A�av�, TERRACE ,� ;� CANTILEVER LIVING SPACE: 0 SF _ WATER METERNII id SANITARY LATERAL \- . c PLANT (1)STREET S , STO• ,- No COVERED PATIO: 0 SF 28.00' RM LATERAL 111111/4N TREE: 2"CAL. ( i DECK AREA: 0 SF LOT 54 es GOLDENRAIN TREE / a5 csiQ II, �, KOELREUTERIA SW 172ND AVENUE ' TOTAL COVERAGE: 1,125 SF PLOT PLAN ,.4 PANICULATA 41 a �IIG M ■ yQ 40.1 % R o IMPERVIOUS AREA: 1,384 SF D PMNIAIMIliik N\ tg F. — — — f4bwromniff • ' I 1 ,.. ' 1/ N v CITY OF TIGARD . 1 POLYGON NORTHWEST (503) 221 -'1920 Approved by Planning0 2S1 W6 Date' / PROJECT NO.: 395-029 0. O TYPE: CONSTRUCTION ION O' � LOT 54 (R-7, STANDARD) Initials: v"i SCALE REVIEWED BY: PRE 10 20 o POLYGON AT WEST RIVER TERRACE Q 13707 SW 172ND AVE 1INCH=20 FEET Z ROSEBURG FRAMING SYSTEM" ' quality engineered wood products for todav8 builder- . ,I�I� PER TABLE o< PACIFIC LUMBER COPYRIGHT �e,ttKALL E _ "''''s""'�"a`�"`s These plans and the designs are copyrighted under Federal Law b Pacific Lumber _ ,III cerne.m w�rc« P 9y Company201 L R�G�I� M�LUL. RIG��RI�rt - BEARS.AREA ore y-g The plans may not be re-used or `---- a.on ra rosrAmve. p y copied.in whole or part,without written permission from Pacific Lumber � /��� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RLSEDVlfO 1 ✓=Sr>'�'DDtICT>C RO�f/C6p�7} y product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or r? \�II�\ F/8.„ ftA� o. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include , _. �-�• 1^ ���� Wee«ro �� penaltiesinfringed, perRFPI-JOIST V .Ace er e•s� of up to$20,000 per work and a 100,000 work infringed willfully. ROSSIMPOPONST PROMOS POST LOAD TRANSFER DETAIL I-JOIST CONSTRUCTION 1 G T.S. CONTRACTOR NO7 PF-516N NOTTCSa N.T.S. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF 1/4S0 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6, FOR PLUMBING I I I 5)PROVIDE PROPER SUPPORT AT ALL 42psf DEAD LOAD SHEARWALLS SL1N6AREAS, 30psf LIVE LOAD 1 2pbf DEAD LOAD ROOFLOADIN6, 25psf LIVE LOAD 1 9psf DEAD LOAD R'J_ ......R1 -to.......iJ3 ._. R1 I R1 3 ........_ 1 ..- RI R:.1', J3----3 J3 R1 1, J2 J2 1 J2 J=1 J3 r 3.p::.. I1 PL1 -2 1 1 (MAIN) R11 - J1 i IR. 0 1.1 J1 POLYGON f11^14ABC 11/2012 ` ....._ .....J.T.. . ... .... ....._.. __....... 11 Mrk* Materiel W1dth Depth &rade ON Gut Lth Tot Lth � , ' - - - P J1 - R1 OSB Rim 1 9 1/2 6 16 96 J1 RFPI-20 1 3/4 9 1/2 13 22 286 J2 RFPI-20 1 3/4 9 1/2 2 16 32 v O - }t ''(( _ _ # U J3 RFPI-20 1 3/4 9 1/2 4 4 16 N 0 '€ (2)JB 1� $y(2)JB1 I_ J1 - J4 RFPI-20 1 3/4 9 1/2 3 24 92 • ... ....... .........• h J5 RFPI-20 1 3/4 9 1/2 1 20 20 O' PATIO E32...... .. J.1�. o _ .. ......... ”- JY __ - PATIO d J 2 Jb RFPI-20 1 3/4 9 1/2 2 2 4 ® -.-. _- 1:: .� ....... -- yR1 R1, _-. !' J1 -... _-. ® JT RFPI-20 1 3/4 9 1/2 1 12 12 O I I�.. O B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 1! `-- - J4-- - 1r S..r -3 1r 1r-- -' --- J1 -- --. c1 JB1 BLKG 1.95 LVL 1 3/4 9 1/2 1.5E 4 3 12 IL— ... J6 „Lb : J6 J6 II d J52 BLKGRFPI-2O 1 3/4 9 1/2 15 3 45 J5 IL Et J ..... J9. z.. et ree 13 _ ' - J9 .... i K Accessories __ , J1.:: 1 1::: � ry H1 THO11950-or-ITT9.5 5 R 1 / A (2)JB 1,�a -._ a,(2)JB 1.... 1 ... JT-J 2 J 2 tr J1 R1 4- R 1 JB 1 1-- J4 .-. f j ©CONFORMS TO DESIGN CONCEPT ri 111 J4 REVISIONSCONFORMS TOO TED DESIGN CONCEPT WITH R1..._.. JY { ___._.. .. ......._ 't J1 RT- .�...t---- NONCONFORMING-CONFORMING START I I,..: 1 START SHOP Dki,tilW.-OS PFEN=.,F t;KS EN ::. N:' -J ' .F LY OE RE-EVE 1FE FRAMING J1: } 17 FRAMING a A T'> rsr -R Ru ?o,14 HERE N RiI. { 1 HERE RIF',&1 cy13 AsF _..AI_ hK„ : O/ J1 I ® -- JB2 - JS2 IN I, J1 By David R Burnett Date 10/6/14 ry f P. �' fl try MIEBRANDT ARCHITECTS WALL it BLOCKING WALL 4 BLOCKING IMPORTl4NT/ ONLY FOR(A)PLAN ALL LINE WALL LINONLY FOR(A)PLAN REFERENCE INSTALLATION OR(A)PLAN =OR(A)PLAN GUIDE FOR ALL FRAMING / , DETAILS AND I-JOIST INFORMATION S PaciMI.umber LEGEND: & TRUSS COMPANY <�-H-�� ;WHERE PLATE NAILING AT SHEARWALL H -HANGER CALLOUT 1ABOVE EXCEEDS ONE ROW.PROVIDE ADD'L PLAN DES: 4A5 11/2012 !BLOCKING OR WIDER RIM MATERIAL AS -SUPPORTING POST IRED'O.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4A5 11/2012 R -RIMBOA A 0 CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 LB -LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT 51114 DESIGN FIRM: MILBRANDT PL 1 2-2 1 1 -3 -JOIST BLOCKING REVISIONS AS SHOWS -PRLOCAT:GNS- J -JOIST BLOCKING T 0 NON-CONFORMING-REVISE AND RESUBMIT 'Fn]!G.+:?,4:1 i tLS BEDE,tr:I :F GiNPAi C'?:'F_5,11:E �/'VP 17�5/6NER: 8i 'xi :IC L<lst b Ak ,S.L /V E l::F H SALES OFFICE acOMTRACTORYw�J KAMI BELWOOD B -BEAM(FLUSH lU/JOIST) AB r 1 C. :ICC. EYY IN P .�Nr'HysIV rot -1,.., 59305W JEAN ROAD NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT y r ,P a ' P I.I< P E y K, P-G 1� LAKE Crson n e-9669 9"1035 E I.S:ti,?[PAWN', :,n4"] 1,-All E IR A 05,1,1510... (503)050-96ON 1 550-BEAM BY OTHERSa?: 1xe s.er.:� sen<mwr la,sou DATE:1 O/26/12 SCALE: 1/4'- 1'-O' CT ENGINEERING INCy SNEET: 1 of 1 0CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT ,gyp START FRAMING HERE T.':S SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Ir WT: DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON NW FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RMI DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. BM __ ____ 4A By David R Burnett Date 10/24/14 PL14-331 UPPER MILBRANDT ARCHITECTS 9/25/2014 en 1,4 >o - oi Products W =e o U F-OCz N LLI PIotID Length Product Plies Net Qty I-- z s L4 {Q,, r n! 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BK1=BLOCKING 40 LL Q"'`i-1' FT1 RMI=RIM BOARDnQw 15 DL cc>ga W fl z BM2at TiEt' REFER TO STRUCTURAL PLAN FOR ADDITIONAL2 CL FE x 0 POST TRANSFER BLOCKING ¢0 o w AND SHEAR BLOCKING REQUIREMENTS. z w Lu< FT3 m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Q O o a zv'0 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. wCO -w Y o <00W �... s �.� �.... , QX 0 • Q m t-l FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ww j m O O- cc F_ I13 =mocnw I _ ><aao II FT3 .. .- JOIST WITH RIM FT1 .4 FT1 it `�a FT1 a NAM ;,..FT1 Pacili '- um r & TRUSSCOMPANY d. Ti IS BM1 FT4... te RM1