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Plans (48) /1.5740fC – 00/.‘g 5 a?35--sw /75-21 LEGEND: CITY CF t IGARD —SS SANITARY SEWER Pacific lc —SD STORM DRAIN Communitx Planning Desi�0n Approv —w WATER LINE 12564 SW Main Street Date: o i MANHOLE Tigard,OR 97223 [T]503-941-9484 246.3 242.6 ■ CATCH BASIN Initials: ,_�_ DATE: 12/22/2015 STREET LIGHT REVISIONS – – – – – – 50.0' — — Gn�O STRAW WATTLE PERIMETER NO. DATE DESCRIPTION P.-- _� — - - — EROSION CONTROL ` I° –'_ ' 'i – –- © STREET SECTION, SEE RECEIVED ��j — I .140.. 24.3T 1 — I I —32.10' +I — — MAR 2 3 2016 Y I SETBACK SUMMARY CITY OF lCiF1+RD PATIO ---- FRONT SETBACK: 12' BUILDING DIVISION' r SIDE SETBACK: 5' 1 r # i STREET SIDE SETBACK: 10' I I, I II BUILDING: 3B I 1 I 1 REAR SETBACK: 15' I ' "' 5,00• ..],....1io FF=252.1 i 1 I 1 PORCH SETBACK: 8' N ..],....11 IN �.. ; GARAGE SETBACK : 20' 92 , K I 91 , b n I I ° I 4,767 SF ' a 90 O I 1 I I m , I I I 1 '' I 1 ,o I 1 I I I I , I , ' 1 GARAGE �. ,1 8.00' b ' LOT COVERAGE: N I I I I i D; I I ' I CV 1 -+-- L -- i 1 I o i i I I� I i LOT AREA: 4,767 SF I - — H I I I POLYGON AT o —'L -- --- - PORCH , 1;1 �J----L---ii �. _ BUILDING FOOTPRINT: 1,569 SF WEST RIVER n ■ ;i 10 20.00' _ � 20.00' 1; 1-- - `' COVERED PORCH: 161 SF TERRACE rn - CANTILEVER LIVING SPACE: 20 SF o '�� �/ DEWALK l�/ 50.0' `��% /►� - - o �' I�� - 251 7 ?fir , r ,�'' ` iCOVERED PATIO: 0 SF • Mr 6.00 I _ �. / _�,�-®l/ - I�� DECK AREA: 0 SF 0 mow PUE --- ;_ ---� — LOT 91 0. ,� irga\os .._ � =\,�' WATER METER _ �I' ` TOTAL COVERAGE: 1,750 SF PLOT PLAN a •�. PLANT (2) STREET VANITARY LATERAL 36.7 % A TREES: 2"CAL. SW 175TH AVE. H D KATSURA TREE/–„ SD SD cn SD IMPERVIOUS AREA: 2,378 SF o + �� � CERCIDIPHYLLUM= -�- `'V STORM LATERAL M JAPONICA N' allIaL,07filak, .011111rall 1 5.7 ./.5 IIMMMIIII' IIIMMIPAillgaMMIRM-1161ii–11. 111 IOW 1111E1111111111, I i • N 1) C. POLYGON NORTHWEST (503) 221-19200 2 0 2SV 1 W� PROJECT NO.: 395-029 TYPE CONSTRUCTION 4 LOT 91 (R-7, LARGE) S oLE O REVIEWED BY: PRE ._ POLYGON AT-WEST RIVER TERRACE w,,, -,(7). ,z 13735 SW 175TH AVENUE 1INCH=20 FEET Z PACIFlCWRIiERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM w' 1ppa� /ar a Quality engineered wood products fortodav's builder- ..w ' norma u.. These nsnsandthe designs- are copied,in whole under FederalLaw by written Pacific Company c014. RECEIVED / , �y 4,11 ��� rg The plans may not be re-used or copied,in or part,without permission from Pacific Lumber C`v /ksAS sirolwarpists I III company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI D LAM LVL RIGS DRi M ....,„„-,,,- 41111 _ , product supplier other than Pacific Lumber Company Is strictly prohibited.unauthorized use or copying of these plans,infringes rights under the copyright ACL Infringes Eau liabilities that InGude roaesT P1¢o4ucrs t�bwasuar;soeea:rnppoucrs 4C\ / -- `` ea.or,rorosr.eo.rc penalties of up to$2Opoo per work infringed,and s 100,000 per work infringed willfully. MAR 3 �! ��ON a 2 2016 4 " RFPI-JoIsr �..�. Vii% /r CITY OF TIGARD a7®tR6fOaBrPgpaUpal , —,_ BUILDING DIVISION 1)VERIFY ALLCONTRACTOR GO ONS THIS Naretv pI OONRTSeYrSTEM WAS ►.p'w...a„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM.BLOCKN6PANEL5 e1NBEARN6 WALL ABOVE POST LOAD TRAN5PGl DETAIL ALL SEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA Kra Para (UNLESS NOTED OTHERWISE) DF L/4,30 4)USE CAUTION WHEN CUTTING FOR PLUMBINGFLOOR LOS1 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS psf DEAD LOAD START STARTFRAMING THIS ISAPLAGEMZNTPLAN OHLr sL eLoEA I i FRAMING I This layout is to be used in conjunction with 12psf DEAD LOAD HERE I I Architectural/Structural plans.Verify all I PATIO I HERE I PATIO I shear wall blocking placement and connectors. RoOPLOADrN6, I _ __ O / \ O I I Purchaser responsile for approving this 25psf LIVE LOAD ....... .... .J5 __. ._...._ _--._.. --- J4.-._....... .._.._ --...__._._...._ y prior to y construction. 1 psf DEAD LOAD {i=9 a out an co -11 ..__.J4. .' 1i1"------'—J5----..._ ..-' JS ---'-- ili II' ' / . ..-J4 1 11 _..-- --------- .J4 .drr- J4- .._.._ 1.1 —J5 __ ... r_.._.__ 11 ...._.__ _._ 1.i—. : _.._._._. J , JS > EiEEI-J4 -- ---JS----..... •-. ---._ ..J5 __...-- -------- - —J4- ------- J4• 1:11...—.— 1, III J5 j1 -- 11._ E J I 11 - i [:1 I.l < J1 _ 14 I 4 I1 -.I' Ory � r¢ —„4 - B.t— _8.1 - .__ _• . --- ---15 _. ._. _____J,4___141__ .... _.._. 'I �1 n n R-1--' -- I �-- # --»I— —JS— -_ _-. J5 - Ri11 LJI - R1 r_i4-H,42-7,41- IL u_ T� 7...,. - _ _ R1 A /_`• IA-2A? —- N h _...—. J5.--.J5; Q .- • — II -�2 __-- ..1 y���JH -- !(-J2- ---".--- "` -- -J2 1-1---- ----- L ______11.1_,J2___--._...-.___-_._ 6 E 1—J2 ------ - •-J2--- —--- - _—. J2 -----...---- 4Y E . ' .... .J31 a I = -r= PORCH PORCH /MPORTAN77 H L REFERENGE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-1 1 9 (MAIN) cTE NAILING AT I tion wi POLYGON 36 umber Mrk• Material Width Depth &rade Qty Gut Lth Tot Lth 'WHERE HO--HANGER GALLOUT R 1 OSB Rim 1 9 1/2 9 16 1 44 HEJPLA ABOVE EXCEEDS ONE ® J1 RFPI-20 1 3/4 9 1/2 2 10 20 -SUPPORTING POST ROW,PROVIDE L BLOCK€NG OR & ' / J2 RFPI-2O 1 3/4 9 1/2 10 1 8 150 !WIDER RIM MATERIAL AS REOD. TRUSS C 0 UP A N Y e -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 14 28 392 SCALE: 1/4--1'-0- G CoNfORI.1S TO DESIGNoii FT 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-4663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 14 12 165 B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 2 36 NSIONS TO DESIGN CONCEPT WITH -3 -JOIST BLOCKING 52 RlgidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ?E..,,,a„nom oon� ReJLSIOfiS AS SHOY,'Y. PLAN DESGRIP'TION/OL &ONBER: 8B J -JOIST CALLOUT JB1 Bl KG RFPI-20 1 3/4 9 1/2 30 3 90 w aaw�, ,„,,,,an wn. 0 tiC6-CONFORMINGosu I. REVISE Hill RSUB MT...; CUSTOMER POLY& "' noowE^ sa=MEM SAL BEV MESS RR u.E:e; cevwKe PLAN DATED: 5/11/14 8 -BEAM(FLUSH w/JOIST) 10..Paso....-imimAAsowr. VCR ra MEM aaA�OISE Am ME:1ST REUSES 1f Accessories 7.111 FSFAI;a.1:9!>EK59 E+SSEEL T.%6 C S#4NLE WPF ilE HDR -HEADER(BEAM BELOW JOIST) : ;talar!SURFS n0Ic.515F15S ALL f 111^.N IiIYE PEJ:a751 DESIGNER: KAM/L HENDERSON DATE: 4/14/14 H1 I THO 1-19 50-or-ITT9.5 4 � `a reni has ow MAVIS. 0451kerA Snr:L REAM u:MIMESIS BOO-BEAM BYOTHERS -,MILERANUT ARCHITECTS Ale.Wiwi NA. vinha 1 _f. N.,, raLP.g000-mala 2011 PL 1 4- 1 1 9 (MAIN) SHEET: 1 of I I EN CT ENGINEERING INC • POLYGON 3B PL14-119 UP 4/21/2014 14"OPEN WEB JOIST© 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START PRAWNG HERE 1 RM1 43-00-00 1"x14"APA Rim Board 1 1 I 5-00-12 RM1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 11101131110 RMI 11-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 10RM1 5-00-00 1"x 14"APA Rim Board 1 1 `l 1 i BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I 12-00-00 111111/2 dLam LVL 1-3/4x 14S9 11-00-00 dLam LVL 1-3/4x 14 10-00-00 Lam LVL 1-3/4x 14it 1 LVMTh 8-00-00 dLam L 1-3/4x 14 71 1 4-00-00 dLam LVL 1-3/4x 1412 5-00-00 dLam LVL 3-1/2x9-1/2 20-00-00 14 BIG BEAM'R'e 0 14-00-00 14 BIG BEAM 1 1 t t LIE. , F , _UJIHIHIHI_ 1 0_ _ BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 11 P : I , [ : , Iia , .1 BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 �',1—'--- i 1 o BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 •'1'' :_ I�e �roA BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 '_ = _ _ E� BM9 9-00-00 3-1/2X14 BIG BEAM 1 1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 1 I '2a � �.—.— BM11 7-00-00 3-112 X 14 BIG BEAM 1 1 ���������� BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 g BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 � I O_ 3_ •� I ���114 1111:1111 1''_'�' TUsia 1 �BLOCKING M BOARD FLOOR LOADING ii:iiHlIi i O!. 1 11111111 ACCESSORIESCA I IGC> THO17140-2 53 B © HUC412 5 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' 1 O. A IIII! e;.'j I L I I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ll 1 IBM71 REFER TO STRUCTURAL PLAN_FOR ADDITIONAL 'T 1 4- 1 in II ,p POST TRANSFER BLOCKING (-Ami I _ ! - a s I I Y AND SHEAR BLOCKING REQUIREMENTS. --IBMS� g I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE — _ ROW,PROVIDE ADM_BLOCKING OR I I I WIDER RIM MATERIAL AS REOD. 24x36 SHEET) SCALE: 1/4" = 1'-0" 0 CONFORMS IDDESTSCDEI JOIST WITH RIM ® CONFORMS TO DESIGN CONCEr,WITH REVISIONS AS SHOWN NS avreaAMeTu oa.....,rnT 0 NON-CONFORMING-REVISE AND RESUBMIT (' ANsmoeaac" J am °""" TonETA MA CAA1Ew RA BED FREE CASA METAL a AMA AiON<O _ mN T.�WEMi os aos,.c 0 nEA RAW aE cae.cs-v FAO AM?{A1TE`'F..P'.7,19ISM ECA i4*AM AE ICN P.£ plasm mbar CASi91 IS AMPS 4S SE CCAAFA:MS M:+F A EF M:E RViAHE _ OSFA TIC:9!GP CriVf:NA, GCATAK'E#4§1i1 SERIF?tiL YEd=:CNS. �.."" ,„� "• Amy By Todd A.Erten Dau:Se0hML”IA Mu COMPANY. MILBRANDT ARCHITECTS CT ENGINEERING INC T R U S S f • POLYGON 3E1 PL14-119 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 43-00-00 1"x 14"APA Rim Board 1 1 T START FRAMING HERE 1 l soo 12 } RM1 40-00-00 1"x 14"APA Rim Board 1 1 ] RM1 37-00-00 1"x 14"APA Rim Board 1 1 .E RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 3 0 0 0 9 x 9 9 o :0 0 S o LL =b 0 o BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 s I I BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I3 9. i 1 .05)oG BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 ®A 31(1 -�- I .T:g -` BM4 12-00-00 3-1/2X 14 BIG BEAM 1 1 - - 9> BM7 12-00-00 3-1/2 X 14 BIG BEAM ' 1 1 Lam➢ �"-o II �---� ,� �. � � z-0a•: . I_�. i I e — BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 $ BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 2 ., ADBM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 c � ° 9, O '1 Itt ii; BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 / ii.,t � BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 FLOOR LOADING 6. I g_ _� YR� lSH4ELL OA EQ a RM .WN BOARD 15 DL�1-1I • € 4 ACCESSORIES QTY a - u _ 5 __ -II__ T= _ w 3 1I ® TH017140-2 53 3-0.-14 II B HUC412 5 w ► 011i s o Y k g 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' ;I A l ,r _� • 0 0 `o _0 I .&� 0 i� 11 � 1 ,.. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _____- --_- .K I B - - i 11 1134C)-- REFER TO STRUCTURAL PLAN FOR ADDITIONAL -- 1 I ,._ POST TRANSFER BLOCKING 0 � Q. . 1-- AND SHEAR BLOCKING REQUIREMENTS. II -M: _ - -- - — trif_ I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 'FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADDY.BLOCKING OR I _ I I WIDER RIM MATERIAL AS REO'D. (24x36 SHE ❑ CONFORMS TO DESIGN CON EPT ET) SCALE: 1/4" = 1'-0" ® CONFORMS TO DESIGN CONCEPT ATT' JOIST WITH RIM REVISIONS AS SHOWN D?<Cm"°"""cam mean I ❑ NON—CONFORMING-REVISE AND RESUBMIT ❑GO. rojE" 'm"'' Y"" I T E ey aNEM MA ED.rser R'wok comausE (,.............-41,........., 'EPIC TifEr'TUTEE B IIF A I3 AE I2:E IDT NLIIEVE TtE �� 'Ar4m1r446W7ATZ'seeFFAT'ea..-..eases, MMEMi MOMS OF R:E'"M//TI TTT L F*JD ME BRM ME IN MEM DRf r..B RE s.REIDTRBE ITL L GRIP MA DDIMTT Qes.a.a an`MTM EPt^�:V1BiMiMYfDA DOLL GRIP ALL D'e1FStT . ,'et-D M ".e :n:n. I My. TUM M.Wog Dr..:Mamba IM.2Du COMPANY MIIERANDT /8(1/1TEITS I CT ENGINEERING INC TRUSS.