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Planswow 13 7'It bar /74./4.e avc /7s Two/ , --- , e)/O__ -- LEGEND: —ss SANITARY SEWER Pacific S0 STORM DRAIN Community w WATER LINE Design ® •i MANHOLE 12564 SW Main Street Tigrd,OR 97223 — - �- ■ CATCH BASIN [TI a503 941-9484 X-• DATE: 12/8/2015(M}-•_ STREET LIGHT TRACT I REVISIONS �s 20.00'19.00' D4 � \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION `p 259.2 4.00' -260.5 r- 3.00' EROSION CONTROL - - 34.0' PUE - STREET SECTION, SEE - 1 s - © CONSTRUCTION DOCUMENTS I1 I I I I/ I �� I ; RECEIVED I; GARAGE , ( I il! i , I SETBACK SUMMARY ' I I 1 I I I I ' I I �.■ I ' ( FRONT SETBACK: 12' I IllAi1 -'�~, 6.00' I - i SIDE SETBACK: 3' MAR 1 4 ?-016 I ; I I I I I I 1 I r- STREET SIDE SETBACK: 8' I I I 6.00'' ' i' . ' ' REAR SETBACK: &w�' I 3' 4iV OF 4iGAR I1 i i l i iI'd I PORCH SETBACK: BUILDING I V1 BION I I I II , � I 8' � �'° / 52 I 51 ( - 50 * S I I I o f 2,720 SF I 49 1-3 I I I 00 1 E 1 i i I 1 i BUILDING: 4DR 1 ;I Nr I I I� FF = 261.60 I I I 10 I I I II i II ISL I Ica 1 I PORCH --I_ - �' I LOT COVERAGE: a I ii � Ii I i I �, 1 o ° ',Cl 1 I , I�_ or ^�;to LOT AREA: 2,720 SF - I Ij '22.50'— -24.75'- it_ 6.00'_ POLYGON AT L- I 4 PUE 1 BUILDING FOOTPRINT: 1,117 SF - -I-- -- - - - - - - 11_... .,.��� - - WEST RIVER W - - - zbo.s TERRACE _ _ __ - - - - --��� �I _ _ COVERED PORCH: 36 SF a °, ° a �� ° �R�/�°..34.04 wasmissra 3 CANTILEVER LIVING SPACE: 0 SF LO Ci S -. 258.6 ,, ,`"a " o SIDEWALK DECK AREA: 0 SF NNIMENNIIBI1111170111111MIPT,a1111M/MINIIIIMINNISIMINIP%4NIff/ IIIIIMINIftl. 11". 11-11.11 oP�M� lrlIWA V Mr M —r TOTAL COVERAGE: 1,153 SF WATER METER v� STORM LATERAL �� 0. -SD S+ PLANT (1) STREET $` "' SD-ti`s 42.4 % LOT 50 Q 128.00' SANITARY LATERAL PLOT PLAN N A TREE: 2"CAL. a� GOL�CNftAIlf TREE /, SW 172ND AVENUE IMPERVIOUS AREA: 1,487 SF 411111 .s A 2AEA PANICULATAi h6 i 1 _/ //. / ia / r . O �� � ��Ill El I® •moi°� . �'. CITY OF TIGARD gPpro�,,�;� b� Planning POLYGON NORTHWEST (503) 221 -19203 o 4-1-s‘A.r A.� 2 S 1 Ws Date. PROJECT NO.: 395-024 N C Ae- TYPE: CONSTRUCTION C C:;el j(cA,,n LOT 50 (R-12, STANDARD) Initials. SCALE REVIEWED BY: p� 10 O 0 00406n1 cm..4 -. POLYGON AT WEST RIVER TERRACE 137481 INCH=20 FEET -. SW 172ND AVE Z I a —r�" ""'— w""" PACIFIC WMBER COPYRIGHT2Ut3 ROSEBURG FRAMING SYSTEM`" ......1.0.“,... """ ...,. I' These plans and the designs are copyrighted y Company 2013. g1�l1�{engineered wood product fortbdav's builder- �. p �g cop ie hted under Federal Law b Pacific Lumber Go .,...... , r . ----,,:=41,-- The plans may not be re used or copied,in whole or part,without written permission from Pacific Lumber �'",,,-„°""'„�'y",,, ro ee...wc oe�o a Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other • R - 1 a`r'iLSO1"s"�O`� pp Company Is strict prohibited.Unauthorized or M R� ,li/, ' ^per ,III0 reanerw.,e rywrc. -_.. product supplier other than Pacific Lumber ny strictly pr k I����•" R� �©a`'M _ ._._.... G/ -_ seMws ase occs copying of these plans,infringes rights under the Copyright Act_infringes face liabilities that include Y R?aEsa ee+oveY!ppoa fc7ff eoaehinc�so¢eTaoueas `�I��� vaon TO POST weave _._ penalties of up[0 520,000 per work infringed,ands 100,000 per work infringed willfully. • # _ --_- .. .-, ,,,.- ��: 40;!-4 RFPI Jo sr mora.. rtr CONTRACTOR NOTB5r GG5l6NN07F5 .-.�..r. ” v A •a.4 AH)? W � 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM A5 a-.,..Vis.-...mow - y 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR RFPf BLOGKM6 PANELS ram BEARN6 WALL ABOVE row.LOAD TRANSrea DETAIL BUILDING ` N"�'i f let CI 6 VI' 3)ALL BEAMS PE(UNLESS NOTR DESIGNEOTHERNISE)R'S PLAN EXCEED THE LIVE LOAD DEFLECTION CRITERIA cars. tars. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN GUTTNG BOOR LOAD/N6, • FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SL Pi'6ARE,ASm 30psf LIVE LOAD 12psf DEAD LOAD ROOPLOADM6.• I J I 25psf LIVE LOAD 11psf DEAD LOAD PL 1 3-03(MAIN) 40 POLYGON 1 JT --- J7 _._1 Mric s Material Mita Depth Grade OCut Lth Tot Lth R1 R; - 51 OSB Rim 1 9 1/2 1 16 112 1 1 -- J2 -..1y ...R 1R d1 - 1 I.r J2 -- J1 RFPI-20 1 3/4 9 1/2 11 22 242 I . J2 RFPI-20 1 3/4 9 1/2 2 15 24 32 € J3 RFPI-20 1 3/4 9 1/2 3 12 4 1 } '- - --- d1-_- 1 -1--- • r,-".....�'_-- - _. J1 �. ... _ `1 1 3/4 9 1/2 2 2 4 J4 RFPI-20 J5 RFPI-20 1 3/4 9 1/2 1 20 20 i Jb RFPI-20 1 3/4 9 1/2 3 1 2 36 ... J} .. :: - 1 3/4 9 1/2 5 4 20 J1 RFPI 20 s J8 RFPI-20 1 3/4 9 1/2 5 6 30 - J51 BLKG RFPI-20 1 3/4 9 1/2 22 3 66 _..._.._.- ..__...._ ....... 1` _J.1._.....-. ......... --._...___ ...___ __-._._. JT B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 U i3 € ii 52 RigiQLam LVL 1 3/4 9 1/2 1.5E 1 12 12 O [1 J} J5,1 JB 1 I9 53 Ri giQLam LYL 1 3/4 9 1/2 1.5E 2 6 12 ry c PATIO -' ,:_ Jt--::: _ __—` J-�---::: --'--:: - PATIO a ry Accessories tr 1...__-._-._.. .. ..__ _ J 1 H 1 ITHO 1 1950-or-ITT9.5 13 0 .11--' .._'4 .�4 1 RI7 J4 J4 J1 3- 5_ - - - ry '} _ J 1 pp}pTT'I7ljljj (1_-- J5- _ Ji 3. it IL it 1.1 01• 511 JB 1 JO.' 1 R: J1 = tr f._ 3-1.: ... [I 0 CONFORMS TO DESIGN CONCEPT --- J3-- -:,.._: _._ .. CONFORMSNSNOTED TQ DESIGN CONCEPT NRTH -' _.—...--'--- 3__. -._...____... ------._.__._.. R 1 Ji I 1 REVISIO_.. }... •J3 -11310 NON-CONFORMING-REVISE&RESUBMIT n PAWr.'_HAS�.PA'EWER=:x-.NCRA_Cr. ,i+Ai4�C..F - .... 1 INE.tH2_ WITH PT ! E PABRCAi54E1.1f.�F '0ES.aO,a Lr`-T,,COUR:41IANCCE_Wrr.,:-,ES04 YRAW3 .AIYJ14 A„A,PLICAE E!w;}S Al Of Wwn FAA START {— PRIORITY ▪ HZSf✓BRAY/PC. FRAMING J6 J6 '-' II i START By V David R Burnett Date 10/6/14 1 ,ry 5B21r Ir 1rT il€rtr iT 12r rtr /FRAMING HERE �� . 1, R1 MILBRANDT ARCHITECTS J8 J8 J8 _.. Jb' ._.---:: ,-_::. -Jb = ti4, J8 JB J8 .18 y.3:7 HERE • fai: X33 b 51 ii Jen I ll ; �e1 �R1 �. l61PORT4NTl n r a 0 REFERENCE INSTALLATION ry CHIDE FOR ALL FRAMING PORCH PORCH DETAILS AMP I-JOIST INFORMATION �L-ESEND:• L J • (H }--HANGER GALLOUT !WHERE PLATE NAILING O ,PROM SHEARWALL pa ®/ -SUPPORTING POST 'ABOVE EXCEEDS ONE IMM PROVIDE ADD'L `BLOCKING OR WIDER RIM MATERIAL AS • !REDID.ELSE LAP SHEATHING PER DETAILS & TRUSS C O M P A N Y ® -POST LOAD ABOVE R -RIMBOARD CONRR.1!S TO DESIGN CONC�T • LB -LVL BLOCKING g CONFORMS TO ESIGN CONCFr 5r1P 5950 JEAN ROAD LAKE OSWEGO.OREGON 97035 (505)555-9663 JD -JOIST BLOCKING REVISIONS AS SHOWS J -JOIST BLLLOUTOCKIN PLAN DESGRIPTION/NUMESER 4D 0 NON-CONFORMING-RE::'>E AND RESUBMIT CUSTOMER: POLTGON -"-ta Mink WS BEM NEt:3F"FW F2,aoik r,CORCR `CL PLAN DATED: 1 2/26/1 2 Pr::sie'L'2;ai=L I OLT NO v./.E Wi!ROM t c B -BEAM(FLUSH W/JOIST) ',WEIWW,Itaxa t:R.WW521un;a w.iF,Nw,rt WIN TIE MAIN FLOOR JOIST LAYOUT ,`,,a,RE EW IBAg'RO -•WP= EL � 'UDIj�r' EY(PDE516NER KAM/BEL/YOOD DATE 1/1/15 NOR -HEADER(BEAM BELOW JOIST) __s_ ;wa;r, ;y a,,.r L U la BUtn N_a;IE,,; Ey: TWO L frt4 v rmm e�: e Is.lou PL 1 3_p 3 HBO-BEAM BY OTHERS CT ENGINEERING INC SCALE: 1/4'- 1'-0. (MAIN) SHEET: 1 of 1 M 0 CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED START FRAMING HERE > D NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE POLYGON NW 114TH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ _ RM1 FABRICATORNENGOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN — — — — — — -- - — DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE BM4 4D PRIORITY OVER THIS SHOP DRAWING. PL14-333 UPPER BV David R Burnett Date 10/24/14 r MILBRANDT ARCHITECTS 9/25/2014 Products l CONFORMS TO DESIGN CONCEPT I, co L ., ,. cv r� cv,' ,' c,ii PIotID Length Product Plies Net d y� CONFORMS TO DESIGN CONCEPT WITH L"- P F- H 1—' H' I' 1-"1 t— 1 RM1 51-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN S �- f s u_ Li u_ L_ z� Lt : �' _ a ... RM1 30-00-00 1"x 14"APA Rim Board 1 1 RMI 22-00-00 1"x 14"APA Rim Board 1 1 n NON-CONFORMING - REVISE AND RESUBMIT RM1 15-00-00 1"x 14"APA Rim Board 1 1 1-1IS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RM1 12-00-00 1"x 14"APA Rim Board 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE III RM1 11-00-00 1"x 14"APA Rim Board 1 1 FABRICATOR;VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE RM1 8-00 00 1"x 14"APA Rim Board 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY F ''' , 1 . !: BK1 3 00-00 1"x 14"APA Rim Board 1 1 ODER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. RM1 3-00-00 1"x 14"APA Rim Board 1 1 By: Todd R. Eaton Date: October 30, 2014 AES RM1 2-00-00 1"x14"APA Rim Board 1 3 CT ENGINEERING INC 0 BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' � "-, O 0 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 •,".........= ti k A g 1 — � . . BM4 22-00-00 7 X 16 BIG BEAM 1 1 WHERE PLATE NAILING AT SHEARWALL BM5 — RM1 1-00 00 - ASSREQ'D.ELSE LAP SHEATHING BM1 10-00-00 3-1/2 X 14 BIG BEAM 1 1 ABOVE EXCEEDS ONE ROW,PROVIDE cc III �w-= ,,,, , BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 ADD'L wBM5 5-00 00 3-1/2 X 14 BIG BEAM 1 1 ATHINT ING PER MATERIAL BLOCKING OR DETAILS FT1fr ACCESSORIES QTY o FTIit a TFI414 11 E © ITT14 2 FTI Q 1x14 OSB RIM FOR SHEAR BLOCKING 24' co FT1 FLOOR LOADING BK1=BLOCKING 40 LL F# RM1=RIM BOARD --- BM2-- f 15 DL 0 I W 11111111 . REFER TO STRUCTURAL PLAN FOR ADDITIONAL j � POST TRANSFER BLOCKING I � AND SHEAR BLOCKING REQUIREMENTS. I o SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN illMIIIIMEI m 'V AO e., 1-1 ". HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. LI Fi FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA LL3 re II F — e — FT1 if; z4 7� x JOIST WITH RIM PI 111LAa PaciflãJumber -- eM1— f' r. FT4 , 8& TRUSS COMPANY RM1 K w BM8 RM1 Ej CONFORMS TO DESIGN CONCEPT { 14" OPEN WEB JOIST @ 19.2" O.C. n CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED El NON-CONFORMING-REVISE&RESUBMIT START FRAMING HERE POLYGON NW THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Iii, WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 4D DRAW€NGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - -- __1 I - _ _ _ PRIORITY OVER THIS SHOP DRAWING. BM4 PL14-333 UPPER By DDappvid R Burnett ARCHITECTS{Date 10/24/14 9/25/2014 � � DR � � ARCHITECTS Products Id 1 < I L.- ' 1 : ' ,k' PIotID Length Product Plies Net Qty >o RM1 51-00-00 1"x 14"APA Rim Board 1 1 .' _ �;, o cv F cv cit F cv s, RM1 30-00-00 1"x 14"APA Rim Board 1 1 z o z ��� o ;If u _ ALL u u_ RM1 22-00-00 1"x 14"APA Rim Board 1 1 :� o k- ek. m O Z w J L RM1 15-00-00 1"x 14"APA Rim Board 1 1 = o ¢¢ 2 I ,, l', RMI 12-00-00 1"x14"APARimBoard 1 1 w "> =>- 1 ! 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FT1 BM2_ o�-ccw b_ -.===.4, REFER TO STRUCTURAL PLAN FOR ADDITIONAL cc>2 d kt c I O POST TRANSFER BLOCKING w,2 z tt- 111=111111 II AND SHEAR BLOCKING REQUIREMENTS. a _ e. �i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ¢ -w li HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. p o Q 07, ��mri FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA t1.11 w-o-- i, >I QUUW II -'xo t. CL -J0 °.z — I =wmCJ ii' C II B� =0ijXl¢- ;.I <<0 gi �,.. .r,. JOIST WITH RIM FTI FT1 t :7-.7;4, —' - "- elEV pacifi II Wr 84. TRUSS COMPANY FT4 �a RM1 RM1