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Plans //1(-x/3 73S /5w 17�. f 4 /,/C - 2 /& r 00/‘,, LEGEND: .4.___11 I ' 1 I:�'� �I' —ss SANITARY SEWER Pacific � �, �I -�-'L' —SD STORM DRAIN Communis\_ ' _ _W Desi`_n i WATER LINE CITY OF TIGARD © • MANHOLE 12564ligSWMainStreet 223 4 TRACT J j`tp �s Tigard,OR 97223 Approved by Planning 19.00' 20.00' D4, \ ■ CATCH BASIN mso�9a,-9a 11 DATE: 1/11/2016 Date: L4 1 ' 258'7 4.00' 257.4 FUE 0 0+ STREET LIGHT REVISIONS — —� — — 32.0 — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION Initials: `1 — r— _ EROSION CONTROL 1 , STREET SECTION, SEE I 1' r © CONSTRUCTION DOCUMENTS 1 �' GARAGE p� I 1 i ( Al i 3.00' SETBACK SUMMARY II I I �1 1 3.00' �I /j �; �— FRONT SETBACK: 12' 4 �� O1� SIDE SETBACK: 3' I— 1-HR FIRE %1, J 1-HR FIRE STREET SIDE SETBACK: 8' I I RATED EAVES I /1 lb! 56 0�o RATED EAVES REAR SETBACK: 3' 57 0 2,560 SF $1 o 55 PORCH SETBACK: 8' I I BUILDING: 2610B $1 1 1 1 FF= 260.9 01� I I / 1 00o N 1 I� r -i I _, it 1 --- D j Ii - --PORCH----I�, ?..ir- _� _ r _�s LOT COVERAGE: N _ _ __ ^6.00'F3 N 258.8 (20.00' I �j PUE ����►!�14.56'—��� — — _— LOT AREA: 2,560 SF POLYGON AT o -- - - - - 256.9 -43 I� ' — '�. — — A _ BUILDING FOOTPRINT: 1,304 SF o 3z.o WEST RIVER S 1 Zi air_ i I 'r SIDEWALK COVERED PORCH: 221 SF TERRACE I `� CANTILEVER LIVING SPACE: 0 SF 3 PArt-)S- =N ,_ WATER METER I SW 172ND AVENUE - _ ,. T--s,.—\--551 1/ COVERED PATIO: 0 SF SANITARY LATERAL PLANT (1) STREET o; 28.00' TREE: 2"CAL. DECK AREA: 0 SF a as Os 4s GOLDENRAIN TREE / -1 LOT 56 N , 1 4 A STORM LATERAL KOELREUTERIA - TOTAL COVERAGE: 1,525 SF PLOT PLAN \\\\ //// PANICULATA V o S, r; �- ; s, 59.6 % N "' IMPERVIOUS AREA: 1,873 SF e. 0 , \ p D_ st O 0 POLYGON NORTHWEST (503) 221-19200 CI C 2S 1 W� PROJECT NO.: 395-029 a TWE: CONSTRUCTION cv LOT 56 (R-7, STANDARD) SCALE REVIEWED BY: PRE 10 0 so- POLYGON AT WEST RIVER TERRACE Q 13735 SW 172ND AVE 1 INCH=20 FEET Z li.lak PACIFlCWMBERCOPYRIGHT2013 ROSEBURG FRAMING SYSTEM'" ......................... quaGiy�gineeredwoodprodudslatodavabuiYJer- -� + These plans and the designs are copyrighted under Federal Lae!by Pacific Lumber Company 2013. -- ]� /'� 11 A /' ,! /'► A ...... Lom etecs.ui The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RI GI I!i./'f1Y/ Y R'V'I]R I W '""+'-` 4.1,! _I� ��i • 18O"B an which retains copyrights to,and ownership of the Dans.use of these tens an other roae..yews Company, copyrgh IP P P by y ,,. -.cr�uwws+e�oc�c product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or r I ,Ir, ' °-` -- ',IIIE Mt O6T1L 1L MATO" In of these lens,infringes rights under the Copyright Act.Infringes feu liabilitle5 that include . -....S....,,,..... ..... ` e.° On Aw.osw� s copying p 9 oh and 51 9h n9 i penalties of ep e s20p00 per workt i under the 5 t 00,000 per work glace liabilities willfully. t �IIN� �� RFPI-JOIST !'P' MIT GONTKAGTOR NOTES: DE� NO 6N T85r u 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..`iiLemj. » ...-,�....w 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -ti-vn^' p• (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA uFrf SLOLKN&PMe_s MN BEAR116 riALL ABOVE PST LOAD TRAN6F19R PETAL. (UNLESS NOTED OTHERWISE) OF L/450 KT S. NTS 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR W'p6' 5)PROVIDE PROPER SUPPORT AT ALL 2psf DVA LOD 1 SHEARWALLS 1 psf DEAD LOAD I I 3Ops�f LIVE LOAD 1 2psf DEAD LOAD MOOPLOA17946r 25p5f LIVE LOAD 1-Ipsf DEAD LOAD I- \ / . WHERE PLATE NAILING AT 4 WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE /�9 EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING P TIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL I AS REQ'D. AS RED'D. ;/ R 1 1 WHERE PLATE NAILING AT SHEARWALL ABOVE R 1 R1 <1R t EXCEEDS ONE RML ATERIAL AS READ. X 7 -- .y3 ----J3 R 7 PROVIDE AD . OR WIDER .—_... _ .Jb.: .. RIMD I ._._AAAA. AAAA AAAA... t AAAA AAAA. -_ — �6 —� - O O — -- '— —'-----:16 - --------- ....is � — (MAIN) PL 1 3 2 5 3(M „J2 t ro I � :.:�� - Mrk• Materiel ,lIdth Depth Grade Qty GutLth TotLth Jb r4 --I� :ai +r• --J• R1 OSB Rim 1 9 1/2 6 16 96 6 ......... _ _�_ v I) til —-- �� �o 3/4 9 1/2 2 1 10 4 R1 1R1 p 0 RI %-1 J3 RFR-20 1 3/4 9 1/2 1 8 8 ['I h AAAA_... __. _._. -�- � � J4 RFPI 20 1 3/4 9 1/2 3 18 54 c U' J5 RFPI- 2O 1 3/4 9 1/2 1 28 28 e —_—._ .— -J6 --- '— .__- .._.. .. - ____. Jb RFPI 20 1 3/4 9 1/2 • 0 AAAA... .._AAAA. ............ .. ...::::• O O -:. AAAA. .—_-._.. ----- - 7 RigidLam LVL 7 3/4 9 1/2 1.5E 15 28 3 .,_._ B ._ - -- AAAA ......... ........,.. h /V52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 :AAAA... J J6 ... . _.. L U. ..::..::. .:::.:.:. ....:..:... 1 JB1 51-K6 RFPI-20 1 3/4 9 1/2 20 3 60 WHERE PLATE NAILING AT - - _ a_ u_ .._ _.. SHEARWALL ABOVE I € K VGGEa Odea EXCEEDS ONE ROW, ,: - —.16— -- el — ---- J. A H 1 ITHO 1-1950-or-ITT9.5 4 PROVIDE ADD'L BLOCKING 12 O- 14'O - _.. .. --- . .. OR WUM WIDER RMATERIAL —_— .. --= AAAA. r'Jb __ __—' __ ' .. --AAAA. -'_ ._'__i a- 1r AAAA _._._ AS REO'D. e- _ ... --- 1 4'-O•- J6'— .!b - --1,-O. 2 -- --'—'-- -' -132 ----- —'--82 ----\- ----_ I --. .,.. \ 1 J' .. .. R1 J==1 'i =1 IR1 —t4----'--- -- -d4-- B 1 - J-1 i=1 1 I Rt R __ 1 IMPORTANT/ i4 -- ---- -- —.-14-_.'.} REFERENCE INSTALLATION �'a�\ \ GUIDE FOR ALL FRAMING "ttll���� START START I DETAILS AND I-JOIST INFORMATION PORCH to FRAMING FRAMING .in . PORCH 1 1 LIE6EIYD: HERE HERE a_HANGER GALLOUT — — i Pacdl4umber ® &-SUPPORTING POST TRUSCOMPANY ® -POST LOAD ABOVE CONFORMS TO DESIGN COMA R -RIMBOARD Z CONFORMS TO DESIGN aNLrr WITH 5 930 JEAN ROAD LAKE OSWE6O,OREGON 9'1035 (5O3)558-9663 LB -LVL BLOCKING Rcu1S 4S AS SHOWN PLAN DESGIIIPTION/NUMBER: 261 O 8 ®®i TO.L9 -JCIST-BLOCKING, 0 NCA:ONFORMINO-REVISE AND RESUBMIT CUSTOMER: POLYGON ❑ u Nm .H.mn J -JOIST CALLOUT -• - .. ❑t„N-ma on..sro-nm s. e e 0.4414:1G WS I O 0l20 FOR rs.t:0 71€wxE PLAN DATED: 9/29/19 £,:?E UM%=art OILY N41 DOES l'i 0.1020 RE B -BEAM(FLUSH W/JOIST) NDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT :.....6 � M402:r c,. n�t asst.-'1,,B ma -� ___ 173:0 22 r:I:,s Na 5. 00-t z:a KOH NAlt re:,=te !AP DESIGNER KAMBEI-MOOD DATE 1 1/12/19 MR-Hr eek a:tn.He. xat;r.-a s:ru'�atr.N:.etN:rtr.:ws. 04 N DSO-BEAM BY OTHERS SCALE:1/4'-1'-O` MILB1ANBT..I.l E T a«, I C T S fwd N.NEE Cale.seater 1S.2014 "CHIT" CT ENGINEERING INC PL 1 5-2 5 5 (MAIN) SHEET: 1 of 1 1 i chi n CONFORMS TO DESIGN CONCEPT POLYGON ® CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13 290 UP H ❑ NON-CONFORMING- REVISE AND RESUBMIT 12/2/2013 CONFORMS TO DESIGN CONCEPT WITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEREVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILItY FOR CONFORMANCE WITH tl. 0 NON-CONFORMING—REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIOR i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PlotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENw ONS. DOES NOT REUEVE THE FyITH DESIGN ABRICATORNENDORrOF RESPONSIBILITY CEPT ONLY LFOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19,014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 rz MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RMI 2-00-00 1" x 14"APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 it BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 FR BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 el, __ IBM10I BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 p BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -p F39 BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 mlar I Fos �� BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FOB •• unT F07 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F07 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Foy BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 F07 l Ie BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 I I 0 F07 Q wBM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 z _ J w Q O ' rua BM3 BK1=BLOCKING Q D J (7siiilli RM1=RIM BOARD Q ZBM4 ACCESSORIES QTY Off = -- d Q F02 II O II Q TH017140-2 43 U1 _ F02 I I F04 II © HUCQ1.81/11 6 I - W - J F02 I I 1x14 OSB RIM FOR SHEAR BLOCKING 28' Q it -I 12 ZO Q d F02 I F04 Ilm SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Za g s �. I F04 II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ti LS W w w „ >,� .„ .. ID F _ BM3 F- w O (n FQ2' im --_ FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA X C7 W �(�J� ft FLOOR LOADING CI- w Z F02 V 40 LL 2 , Y P reF02 .4,-.ABW,A li.J,,ANNISSr Pa.%Plinit...i 15 DL cc w • 00a 19-03-12 ' • il — • F02 A �� m JOIST WITH RIM uu>r�L allillMil _ no z O ij 0 F11 Paull umber RM1 & TR US S COMPANY