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Plans (2) Motes -000 14- - 479th AIX LEGEND: • _ss SANITARY SEWER Pacific Community SD STORM DRAIN Design —w-- WATER LINE 12564 SW Main Street Q 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 12/05/2018 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER i NO. DATE DESCRIPTION �,--- , I CD EROSION CONTROL ss I ss ss cc SS SANITARY SW 169TH AVENUE LATERAL DETACHED MIN. SETBACK SUMMARY It PORCH SETBACK: 8' r SD mu D SD ' STORM N.N. /GmM ,*. t LATERAL ,�1 BUILDING SETBACK: 12'ft WM /, ,ERI I _ SIDE SETBACK: 3' >.�t WATER �n�� –'l PLANT (1) STREET TREE: SIDE FACING STREET: 6.0' 111METER Ta . 1 JUNE SNOW DOGWOOD / --NN. PUBLIC STREETS: 8' ALLEY/PRIVATE STREETS: 3' –P.U.E. -- 1 CORNUS CONTROVERSA AM= 283.1 „ 36.0' 282.8 ;4 - REAR SETBACK: 15' ___.--- NmimpooN .�-�+Terorl Walig�' .�. REAR SETBACK AT ALLEY/PRIVATE: 0' _ _ _ 1._ _��i r/ 4 4, tt REAR COVERED PATIO: 10' — - - - - - - 13.1—_ -- - 1 _ - - i��ii i11 . GARAGE: a — 286—_–_==.1_ 19.On_o _ i I ����� l PUBLIC STREETS: 20' v — I o �, ALLEY/PRIVATE STREET: 3'-5' E " 287-- — - II --- 41/I co 11 0 if oC•I I / 1. II / I o � I ��� LOT COVERAGE: I 5.5 "'------ jt BUILDING: I 4.5' ,/ I :I POLYGON / I ; /' 7BR L , I I \ LOT AREA: 2,880 SF iii= I I/ 0 f FEE: 288.2 �; o; / � j AT ROSHAK 3 Im GFF: 286.9 I Ali II / BUILDING FOOTPRINT: 1,309 SF RIDGE D 33 � �; 1 a � 2,880 SF/ I / ,- t a l 1 I 1 I I h ; COVERED PORCH: 217 SF ,� /�I j ,N LI i -M L-{� .� r 1 / CANTILEVER LIVING SPACE: 0 SF r f II I ' I / I L. It I i / �, COVERED PATIO: 0 SF GARAGE Ico .I I h ' LOT 33 Q I I t a� 4/1/ DECK AREA: 0 SF PLOT PLAN L f 4 L: �j 16.0' �� _ � /( o / t TOTAL COVERAGE: 1,526 SF o �- — - - 36.0' , f t1 it=t ri£1 F[ 4 i t— 287.2 ^ 5.0, 1-285.8 1 i.,i 53.0 % C 3.0' P.U.E.o I „� . ci IMPERVIOUS AREA: 1,847 SF 15 TRACT B I N ' t ilC 0 -1- D 0 0) P_ POLYGON NORTHWEST (360) 695.77000 PROJECT NO.: 395-010 p CITY OF TIGARD TYPE: CONSTRUCTION 2S 1 W7 Approved by Planning REVIEWED BY: CMH SCALE LOT 33 (R-12, SMALL) Date: �-6-lq R') CASEFILE(S): POLYGON AT ROSHAK RIDGE PDR 2015-00002 Initials: 5C az PDR 2016-00002-00006 14210 SW 169TH AVENUE 1 INCH=20 FEET Vt PACIFlCWMBERCOPYRIGHfZ013 ROSEBURG FRAMING SYSTEM`" �a.e..meuwaw "�w=--` Theseplans and the designs copyrighted under Federal LawPacific Lumber Company2013. quality engineered wood Products la todav'sbuilder- �� gibs arePACIFIC by 50U0 BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from vacific Lumber RIGIDLAM-LVL R�G��R�M` �� company,when retains copyrights to,and ownershp of the pians.Use of these plans by any other " product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,IE ,,.......,=... "` —\� _ copying of these plans,Infringes rights under the Copyright Act_Infringes face liabilities that include ROS1OM eST�°UCn NO��AM1 P0O0�� ', `� eaLow ro roar weo-,e penalties of W to a20,000 per work Infringed,and$1 00,000 per work Infringed willfully. 0►/ �// 1RFPf JOIST I�� ® CONFORMS TO DESIGN CONCEPT ® 3O"a`"CONCEPT CONTRACTOR NOTES: DEBASN NOTES: wym, CONFORMS TO DESIGN CONCEPT WITH 0"`N mere.wm1 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..mwvwm.�wnw. ❑ D"ox - DESIGNED TO MEET OR „,,,„ . - REVISIONS AS SHOWN 2)ALL FOOTINGS PER DESIGNERS PLAN "" -" °°° "" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ❑ NON-CONFORMING-REVISE AND RESUBMIT _ �,,, 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA men 3-Oc0ING PANELS Als-5EARNGRAJ_ABOVE rOSTLOAP TRANSIT-PI PETAL 31S C. '.NG HAS KEA AVIEMC FM ENEAA l ORSE, OF L/450 urs Nrs tib.r Mt N POEs t E EVE BE w M1.ar. (UNLESS NOTED OTHERWISE) A331acEry'tnc Esrrssnrtr ran ccfa ar.+�+=. N.MILBRANDT ARCHITECTS 4)USE CAUTION WHEN GUTTING RsnA]EREAES eat 5'ESIE:A-1CNt AL.Cf a11:n HAVE o itt:n FOR PLUMBING 4o H LIVE LOAD: :VEP Ix;S 63 361516. SON3OCTCB RALE VEA:"AL:E:IEN�CNS. 40p5f LIVE 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD By. 5:-015 E..ae„e. case:66611 nB SHEA RWALLS CT ENGINEERING INC SLEE1N6 ANUS, BOpsf LIVE LOAD 1 2psf DEAD LOAD -= I I ROOPLOAO/N6: psf LIVE LOAD lTDEADLOAD 1 T psf LOAD \ . RI .. R1 REVISED uvmlrmte PL.1 3-04(MAIN) \ R 1 10 Jib • R 1 MWca IPOLvroH Matarlal Width 10epth brads Mg cut Lth Tot Lth y RT RP P Rim 1/2 1 16 2 J1 RFPI-20 3/4 1/2 4 16 64 p J2 RF P1-20 3/4 1/2 10 26 260 PATIO ~ _pis , ( PATIO PI J3 RFPI-20 3/4 1/2 2 25 56 Ili J4 RF -20 3/4 1/2 5 22 110 ' \ Jd 41 ! 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J 1 - —=I F __I1I - IMPOICIAN R 1 J' J 1 I eT t J R 1 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING / J I • � i I J t - DETAILS AND I-JOIST INFORMATION START R • 1 e ._ I— , —� -�-- R 1 1- START FRAMING PORCH I PORCH I ' FRAMING /LEGEND: HERE I I j HERE (H 3--HANGER GALLOUT L J L J Pacifiumber �® -SUPPORTING POST & COMPANY ® -POST LOAD ABOVE y R -RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 9 T035 (503)555-9663 LH -LVL BLOCKING ..49 -JOIST BLOCKING PLAN DESGRIPTION/NUM®ER. TD CUSTOMER. POLYGON J -JOIST CALLOUT PLAN DATED. 1 7/76/12 D -BEAM(PLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT EN.DESIGNER.KANNDELWOOD DATE. 5/1//1 5 BEV-BEAM BY OTHERS SCALE:1/4"-1'-O" ii FL 1 3-04 (MAIN) SHEET. I of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 D(NEW) PL15.265 UPPER START FRAMING MERE 8/7/2015 mommane mom Products s o6 DoA PIotID Length Product Plies Net Qty I!; RM1 46-00-00 1"x 14"APA Rim Board 1 1 E tail RM1 28-00-00 1"x 14"APA Rim Board 1 1 • N---�- RM1 14-00-00 1"x 14"APA Rim Board 1 1 1 9-th RM1 12-00-00 1"x 14"APA Rim Board 1 1 ( RM1 10-00-00 1"x 14"APA Rim Board 1 1 4 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 N N N N N N RM1 5-00-00 1"x 14"APA Rim Board 1 2 LL LL LL LL 2' LL 2 LL o 2 2 LL LL RM1 3-00-00 1"x 14"APA Rim Board 1 3 BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK) 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L=_ --'�1= _ � � �L�_ BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F03 o L� RM1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ° Fos / BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I COM.,0111A/D OM.CONCEOMMI ®�NFM°N nG """ "" BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 F01 LL �u ° F04 ° c x I ALL BEAMS AND CONNECTORS PER ENGINEER ,7 FOq i� T RMi RM1 y t M) F05 'b V" ;"T.� F09 expo 4 MILRRANDI ARCHITECTS ACCESSORIES QTY J F07--"—'III F06 '1 0 CONFORMS TO DESIGN CONCEPT 0 TFI414 33 F07 f F06 1 0 CONFORMS TO DESIGN CONCEPT WITH 0 TFL1714 3 � REVISIONS AS SHOWN 1014 OSB RIM FOR SHEAR BLOCKING 30' F07—=31P06 0 NON-CONFORMING-REVISE AND RESUBMIT © HU412 13 F07_6 F06 9 IVIS SHOP[MARINO Ras BEEN REVIEWED FOR GENERAL CONFORMANCE IT I NM THE DESIGN GOXGEPT ONLY MIMES NOT RELIEVE TME H' e n d FABRICATOR IVEIGOA OF RE8P0191BI11TV FOP fONitlIYAXCE'AIiN THE Fl OOR I OAOIND P BK1=BLOCKING q0 LL P07 F06 I DESIGN DRAWINGS.°D SPECIFICATIONS ALL OF MICR RAVE PRIORITY VII=RIM BOAR ° I OVER THIS HOOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIYEXSIONS. 15 DL F07 `� FOB 9 RI YINASOGO R,Petersen AGO tgLyrpLy1,_VlO IrE d CT ENGINEERING INC REFER TO STRUCTURALPLANBLOORADDITIONAL 4.� P07 P06 POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. b� P07 1 F06 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I FO7 I, F06 I L' I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. PJ P07 i Fos I� � I I o_ .� I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA N rp�hPol F06 L pll FOS A � I'- f f. II POS it i . --z—,,i _M11 ---- 4=-T"'''=°- °- 73' o�ovo --f="1B O f LL LL LL IA. LI LL aO I I LL -y-- -� gip DO NOT: I12Mip �_ JI II_ __ _ Loosen,remove,cut or notch any part of the open web joist. - Pacifi umber JOIST WITHRIM SCALE:1/4"=1'-0"on 24"x36"SHEET & TRUSS ' COMPANY SHEET 2 OF 2 26'-0' 22'-0' 14'-0' MJ.HNOB s W824 U.N.O. GG—r N. N 6:12 0:12 CD 4. G1 (4) Cal P • SJ , A SJ1 r , r :1 I■ { ill L. I■■ S _ SJ3 r r r 9 C2 CD 14s (5) 12. 12 l'. lu.r AR —`- T1 —71 •— 1�ure(?) to EpS N S J1 12:11 J2 J3 J7 (5) 1°Fr J4 .` J5 N - / J5 J5 Pr A 0 12:12• _�i LU GH�'4 fi, J10 .. t— owe � v= U�W t i \U O N Wir �,Oi r m z v>, PG v _J 1.- ]J 1 14 I I� W W OZS � _ �� u u co o��� ‘...,= L J_ �iI �� ►'�' Z Z H dom cc s I I 1!T- kiFiI �1 ki 1 , 11 m Q 0 zzzoz -3 1— � / / O ti W moaa1 C ENTRYLEFT w, p Z O OZ O („,ce To r hi r 1p N V1 6L zOQOx -X Q ® CONFORMS TO DESIGN CONCEPT 2 2 Z z z 8 p LU—L co N OC CONFORMS TO DESIGN CONCEPT WITH C /rte /� O O z w T Q m ❑ REVISIONS AS SHOWN 8'-5 1/2 12 4rL 11.61/2" 12'x' CANTO'sr o O �, u o W J ❑ NON-CONFORMING-REVISE AND RESUBMIT o 0 W 0 o wo o o Z , > THIS SHOP DRAWING GAS GEEK REVIEWED FOR GENERAL CONFORMANCE -,, U U cc Z � Uz H !. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 16'-61%1' a 6 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE N ❑ ❑ =H-mQ.E m DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY H- tl O d OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R.Petersen Date:February 11.2016 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 11 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 TRUSSPLACEMENT ONLY CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-D NH GABLE AT GARAGE ENTRY RIGHT INNERMATION.BUILDING Ia' ' � � INFORMATION OF RECORD v MI e PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS ''�;> TO TRUSS CONNECTIONS.BUILDING ` : A SAG DESIGNER/ENGINEER OF RECORD TO TRUSS 7-D / D GABLE GAR oE€D BY" REVIEW AND APPROVE OF ALL Q- t COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. L7S 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.