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Plans 1 5 ? /7A'ce - __ /Vv 7-1:2o/6 — D©/ 7a_. LEGEND: a-- LEGEND: —ss SANITARY SEWER Pacific � y 1�. Comm-� - HI� ,---� � L� Co 1�1111It\' {I . 1,i VISION . —SD STORM DRAIN Desi�`n y CLNCE J' — — — —W WATER LINE 12564 SW Main Street TRIANGLE ® • MANHOLE Tigard,OR 97223 D4 TRACT J *3.00'-111001 19.00' 20.00' • CATCH BASIN Rl 003941-9484 I DATE: 12/18/2015 1 '� 4.56' 261.3fUJ_–_ I 5- �_ 1q.o' _ _, _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - _ EROSION CONTROL I `� r ,l = rT— �T Ni — k,/,,,,,,,i �� 1� STREET SECTION, SEE 4 1 I 0 CONSTRUCTION DOCUMENTS / I GARAGE ; 1 / t I I I �' • i 1 4.00' iI H. `�� "� 1 l+ 1 1 SETBACK SUMMARY i1 1 1 3.00' !I , I i____, ( I r— ' ' ' FRONT SETBACK: 12' ___ PUE I'' 1 iii SIDE SETBACK: 3' 10.00' ,I I : ij a STREET SIDE SETBACK: 8' VISION ' 59 I I ' ; ; REAR SETBACK: 3' 1 CLEARANCE I I 3,105 SF I :I g 58 i PORCH SETBACK: 8' TRIANGLE BUILDING: 2610D II 1 ' II it i FF= 263.5 I1' 1 0 i I 1 u0i J ; 1 E ' R Mi rl 1 1' 1 _ ' '' a 'I N �, ° �'� PORCH I N ''�� � ' ,--- II ' i _III 1 o Pr. 74 !418wii186i'�L _ -_r 1 to I LOT COVERAGE: 11 I L '600'�/l 2647+ LOT AREA3,105 SFSi �, I dnfiiit " — —— — POLYGON AT BUILDING FOOTPRINT: 1,314 SF PLANT(2)STREET,1 �� 40.0 .o ° / f4111104• a WEST RIVER W TREE: 2"CAL. COVERED PORCH: 73 SF _ TERRACE h GOLDENRAIN TREE / - ..,3KOELREUTERIA ,� CANTILEVER LIVING SPACE: 0 SF a PANICULATA /-ie WATER METER �6F O t,� I\I'SS o COVERED PATIO: 0 SF STORM LATERAL Al SANITARY LATERAL A J 28.00' DECK AREA: 0 SF Lo as OF I as as LOT 59 0. — Q TOTAL COVERAGE: 1,387 SF SW 172ND AVENUE PLOT PLAN A411r Amirksk Si Si it ....- �_� i�_��_ - 44.7 % D. •ii ' p ' —, _■�Mk.- IMPERVIOUS AREA: 1,710 SF ci 7 I !i i►)''li1II/iiiP r — — w— —visor U v 0 CITY OF TIGARD 2 POLYGON NORTHWEST503 ( ) 221-1920 Approved by Planning0 0 2S1 W6 1.� '/� PROJECT NO.: 395-029 a Date. 1� PE- CONSTRUCTION LOT 59 (R-7, STANDARD) M M SCALE REVIEWED BY: PRE Initials: 10 20 POLYGON AT WEST RIVER TERRACE 13765 SW 172ND AVE 1 INCH=20 FEET Z 1 1 ...-----M---- PACIFIC WACOPYRIGHT 2013 ROSEBURG FRAMING SYSTEM" """""gtli91 a...: (I These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. 1......;"„ ( Q /engineered wood products for ays builder w-- SOLO 10i.x�.All The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber A fi 4- _ POSTS PROM ABOVE - Jo* ,/II IIII Te10e.aa,c10aoa Conpany,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGI DRIM ...-..�,�-s. , G MR OC wws«a�us product supplier other than Pacific Lumber Company Is strictly prohibited Unauthorized use or ""'°°"` �`0m"a'""'t0N p infringes rights under the Copyright Act.Infringes face liabilities that include WARN.AREA er10.ncas copying of these plans, aosraeAV RoaM7/RODVAs Rasserx�d:nb5ssrraaeR,en. �C `� i 10¢0111.0 noSTADOva'. penalties of up to$20,000 per work infringed,and$100.000 per work infringed willfuAt s1 C r ^r -! �Alt 7 ' f y i. 4 RFPI-JoISr .,:„.7,.. ,,..... .-- „ -,1,- i\\� a _ Ie�aorpcaerrspancrs ......_ r.. . CONTRAGTOIE NOTBBr PEBI6NNOTE* T"'+" w 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS • ._.r. +r -. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RfPfEy.oGKN6 PANELS MB BFJJtN6 WALL ABOVE PosTLoADT sista-`TAL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA KTa «_T.& (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING MOOR LO' ° 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12p5f DEAD LOAD SLE1SP7N6ARE4 1 1 I I 3Opsf LIVE LOAD 12psf DEAD LOAD 1tOOPLOADIN6, 25psf LIVE LOAD 1 1psf DEAD LOAD WHERE PLATE NAILING AT WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEAR WALL ABOVE EXCEEDS ONE ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, EXCEEDSDD'ROW, PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING T PROVIDE ADM_BLOCKING PATIO OR WIDER RIM MATERIAL ' PATIO IO OR WIDER RIM MATERIAL AS REQ'D. OR WIDER RIM MATERIAL AS RECD. AS REQ'D. -.....j/R, R, , RI R�'— R1 R, �, PL1 3-255(MAIN) 11 R1 Fti I- JS— J3 R, R1— "'II”- — --- POLYGON 2610D Jfi I,_:_ - ....._ I I -_ Material Width Depth Grade Atli Gut Lth Tot Lth ....... ...:.i .... Jb R1 0513 Rim 1 9 1/2 1 16 112 N _.. J6 .. -... MJ1a RFPI-20 1 3/4 9 1/2 1 10 10 ,..:.:..... y� )) g ��� J2 RFPI-20 1 3/4 9 1/2 2 2 4 `_� €, a- 0 ' c _" J3 RFPI-20 1 3/4 9 11 /2 1 8 8 • I J4 RFPI-20 1 3/4 9 1/2 1 16 18 _; ...... • •L _ .:— ..Jb ..... _. — _. ....... J5 RFPI_20 1 3/4 9 1/2 1 28 28 .I6 :_ __::.� f Y.. .I. 1f.:-.. �.... Jb -_ ....... _._..... J1 RFPI-20 1 3/4 4 1/2 10 6 60 '1_, t 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 V --_ - ""' :--.16' _ " = - J6 V B2 Ri idLam LVL 1 3/4 9 1/2 1.5E 1 28 28 IS gI i O B3 Ride:Lam LVL 1 3/4 9 1/2 1.5E 2 6 12 't ...._...... s, _— .._ -_. _ .. --"-- -'-----—"- U- JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 U- Jb -::: _ -::: b 1.: ::. ..._... _ ..._ A ccessories • O R 1..— ._ I•,�.__ ___—_ --- Z 1 R 1 ',,R 1 • H1 ITH01 1950-or-ITT9.5 16 LI 1 et L g WHERE PLATE NAILING AT h .:,:.:::. .. -:::. _. .:.�.: J6-.._:::.: :: ::.:. ., ... _.:.: et SHEARWALL ABOVE -� h EXCEEDS ONE ROW, P ------ — --- Jb------__ ..._..._. _. _.._.._. 6. __ PROVIDE ADD'L BLOCKING 12.-0- _.....1 4 0" v OR WIDER RIM MATERIAL AS REQ'O. i; — 14'-0` 12'-.. ® '. _.. ... .db -- -- ----- J6-I-. 52— • J5 I R1 J=1 -, r-1 JB1 , , €nf 1r-1Tr �r-1r In 1r 1E 1 1 r�sr ssrr� I i PORCH I 1 PORCH R1 J1 J-F J9 J`1. .�1 J1 J1 J"�1 J7 J" I I 1 J1 J1 1 J'T J`I J1 -Si 7 J1 i /MPORTAN77 03 1 1 $6 a REFERENCE INSTALLATION START 'ilk, I `l1. R1 I J L -� it —'"IBS:: , ��R1'?`' START PETALS EF -RALLFINFORMATION FRAMING R1 .. Ri !/ F— • MING HERE i 9-1/2 RFPI-2O 0 1 9.2.O.G. 9-1/2 RFPI-20 B 1 9.2'O.G. f HERE LEGEND: i WHERE PLATE NAILING AT �� SHEARWALL ABOVE WHERE PLATE NAILING AT iii SHE(H}—-HANGER GALLOUT EXCEEDS ONE ROW, EXCEEDSWALL ABOVO \J PROVIDE AOD'L BLOCKING ONE ROW, ® -SUPPORTING POST OR WIDER RIM MATERIAL ORROVICE ADC'L MATERIAL NG AS REQ'D- WIDER RIM MATERIAL & ED -POST LOAD ABOVE AS REQ'D. TRUSS- c t M IP A N Y IDNFOAMS TO O DESIGN SN CON-a-PT R -RIMBOARD ❑ -CINFDRMS O DESIGN C'k�PT IS'.i F1. 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESGRIPTiON/NUM$ER: 261 O D -O -JOIST BLOCKING __. - _. . _.. 0 COM COMM TO mum cea.Fr 0 NON-CONFOEMING-REVISE AND RESUBMTI CUSTOMER: ..;POLYGON J -JOIST CALLOW!' hronwnn Nn•EO MIS SIO ttu:::;FAB-EI am/ED ME sEEPAL me¢mh:E FLAN DATED: 9/23/13 .. - ❑mra0�s ro10 COMFR.re 0 xeamnmaux0-Rust a eawwn 0 h'0 0110=BB:'d,AZ 0L IM OL;EVE P.£ B -BEAM(FLUSH w/JOIST) is a ZV IKEVAM SPE gia4.0RAL o ave am:Ty EY'(P DESIGNER: !CAM/BE7JYOOD DATE. 1 1/12/13 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT n fn'BBS lies a.10a. wake ,_wa.zPIPi P.I.PBEM 1.AF. BOO-BEAM BY OTHERS SCALE:1/4"-1'-0' s r O.a .CTS. TIBULFZEll �""f°Mgbe�18'"'l PL 1 5-255 (MAIN) SHEET. I of I CT MILIIIANDT ARCHITECTS ENGINEERING INC III n CONFORMS TO DESIGN CONCEPT POLYGON CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN O CONFORMS TO DESIGN CONCEPT PL13-291 UP H EI NON-CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIENED FOR GENERAL CO 2,'T 6X; CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE IT E FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANC ITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HA/4 PRIORITY THS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY A DIMENSIONS. NTH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PIotID Length Product Plies Net Qty By: Todd R. 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