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Plans N C*marl/6 ---- 00/'7 LEGEND: —ss SANITARY SEWER Pacific, —SD STORM DRAINon7nitZitS W WATER LINE - -- 12564 SW Main Street 0 • MANHOLE Tigard,OR 97223 TAX LOT: 1900 C1J 503-941-9484 TAX MAP: 2S1 W06 ■ CATCH BASIN DATE: 12/14/2015 STREET LIGHT 251.7 REVISIONS 249.7 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - - - - - - - - 50.0' - - - - - _ EROSION CONTROL 01.: P.----,, STREET SECTION, SEE `� • MISMA' '�� ` © CONSTRUCTION DOCUMENTS vpir I 33.50' 11 I I r - - 1 I I 11 r I SETBACK SUMMARY /1 I I I FRONT SETBACK: 12' I I SIDE SETBACK: 5' I•- L r -' h 1 rL - STREET SIDE SETBACK: 10' I I i I 1 I i REAR SETBACK: 15' I I I 11 I ti l l PORCH SETBACK: 8' I In `V ' I Lo i `.ri �I i N ]i I i GARAGE SETBACK: 20' 94s 93 1 sti: i 92 a I I I 4,837 SF I / I = I ' ' 5.00' --NJ I BUILDING: 3A i 11-w-h 8.00' i I I I I I I FF= 257.11 l+ I ' I 1 I i LOT COVERAGE: N I I ' N GARAGE ■••100. o i i i I 1 I i LOT AREA: 4,837 SF POLYGON AT co I 1 ,-II - L,__ — I BUILDING FOOTPRINT: 1,585 SF WEST RIVER °, �--- s--'I i I I■ PORCH____ .II I I -L J I I _6.00' 1 H PUE - I - I 20.00' 1 h I COVERED PORCH: 45 SF TERRACE ofL 17.00'- 18.00' 1 CANTILEVER LIVING SPACE: 16 SF SIDEWALK 255.8 �.�. �� 253.3 Iro ii— i in al wits warts Er, ���►\ c—/ P-3'.i .------ �I!\ /�� /- COVERED PATIO: 0 SF csi '/ 1111/—/ 1�—/� Ilii—/ ISL—� I—� DECK AREA: 0 SF _ LOT 93 —i&�:r ��� ,! TOTAL COVERAGE: 1646 SFco �:���:Il�t ,��l..i� �� s a .\ PLOT PLAN PLANT (2) STREET �\!!s_� �I// i„ WATER METER 11P MI\_Nglf_ -,.-- -.----71-r t -...-----.--. TREE: 2"CAL. !^SANITARY LATERAL 34.0 % KATSURA TREE/ IMPERVIOUS AREA: 2,352 SF CERCIDIPHYLLUM i (11 ' SW 175TH AVENUE 28.00' 0 SD SD STORM LATERAL 17- JAPONICA D I S Imo\ /.� Imo. "' iai�%�/ Ab. . AI A MI.ti /�SSA:_o i 4 o i �1/�/ n► lin/�/ 'IP•1♦i isk<I—/ rIK==� of POLYGON NORTHWEST (503) 221 -1920 CITY 07 TIGARD PROJECT NO.: 395-029 Approved b1 g 2 1 W6 P a n n i n TYPE: CONSTRUCTION p SCALE REVIEWED 8Y: PRE LOT 93 (R-7, LARGE) Date: 0 i 20 POLYGON AT WEST RIVER TERRACEInitials: LS Z 13749 SW 175TH AVE 1INCH=20 FEET --1,---=-7-.= PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" IIquality engineered wood products for fodays builder- -,..... „�^ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOLID BLOCK ALL Theplans maynot be re-used or copied,in whole orpart,without written permission from Pacific Lumber " " _ I�� roses rxor,Rewe P ,.,,-,„,,:;,,, ,II III ro au..�«z eaon Company,which retains than FacI to,and ownership of the plans.Use of these plans by any other - RIGIDLAM i..7L L RIGI•DRI IY[". nisrnusows«ewcKs tiJ a ;o \ v.,,,-..n:a n.rcx product Supplier other than Pacific LumbertheC Company I5 Strictly prohibited Unauthorized use or GG ---___ seecr�,vsv,or s�ocKs copying of these plans,infringes rights under the Copyright Act.Infringes fare liabilities that include m ° T kO.sFaaxe faRESf. `� / ego..TO rosreeovc penalties of up to 520,000 per work infringed,and s 100,000 per work infringed willfully. 1 �IIl4 .:� RFPI-JOisi % 0 h' „- ,,� \ CONTRACTOR NOTES PESION NOTPSn 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ::::..,..,..:6=.,.....a...,=,......... ...x.......,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS 15tH BEARING riALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 n.rs. N.T.S. 4)USE CAUTION WHEN GUTTING MOON LOAD/N6a FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD START START SHEARWALLS FRAMING TM510 A PLACEMENT PLAN ONLY' 5OpsF LIVE LOAD FRAMING 30psf LIVE LOAD IHERE I This layout is to be used in conjunction with 1 2psf DEAD LOAD II HERE I Architectural/Structural plans.Verify all I PATIO I I PATIO I shear wall blocking placement and connectors ROOPLOADM6s I 13 / \ — purchaser responsible fora proving this 25psf LIVE LOAD - .. -- .. - - // ,, J _ ayout prior to any Construction. 1'Ipsf DEAD LOAD R1 _.... .....JS + F 5 il H J6 -:Jb f.I _. i. JS _. .. ....... _- - ... - 8 z. -Jb ... �I�I ...... ..._ JS ..........._.....Jb .. __._...._. I...J5.............. I t _ }1 Jb . J1 1 JS ...R 1 J5 i I is ,....J6 .__ , -::-.,b •.I I, J5 1 Jb 0 0 - JB ...._. J5 -01 _ :d5 ` -,$ ate. :-.JG _ _ _ J5 _.-J6 ..._ 1 0 O R'i _.Jh JS T "�'9 ti �.13 r43 IT ry 1f-12-r1 I - ........ � _ _ter—.__. ...,x..,s�.. cr) _I'J2 ... ua. ISL �u�u4 P... t' Ed 12 .0 N ry J J2 -1 1 .....__ }1.. J2 .............. _._.__....... ......... _.............. J2 ..... _.. • J51 PORCH J1 • _....._I 1, I 1L R1 _. PORCH IMPORTANTI. REFERENCE INSTALLATION PL 1 4-1 1 8 (MAIN) GUIDE FOR ALL FRAMING POLYGON 3A PETALS ANI,I-JOIST INFORMATION Mrk* Material Width Depth Grade Qty Gut Lth Tot Lt1 R1 OSB Rim 1 9 1/2 10 16 160 ., LEGEND: J1 RFPI-20 1 3/4 9 1/2 3 10 3o MAIN FLOOR JOIST LAYOUT J2 RFPI-20 1 3/4 9 1/2 10 18 150,jSCALE: 1/4"- 1'-0" WHERE ALNAILING AT HO—-HANGER CALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 _ S'-�EARWALL ABOVE EXCEEDS ONE ® J4 RFPI-20 1 3/4 9 1/2 2 2 4 ROW PROVIDE ADM_BLOCK,NG OR -SUPPORTING POST J5 RFPI-20 1 3/4 9 1/2 14 25 392 WIDER RIM MATERIAL AS REFD. & TRUSS. COMPANY ® -POST LOAD ABOVE 16 RFPI-20 1 3/4 9 1/2 14 12 1 68 _ R -RIMBOARD B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 E CONFORMS TO DESIGN CONCEPT LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 E, CONFORMS TODESIGNCONCEFT W11.- 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)859-9663 JB1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 _ REVISIONS AS SHOWN PLAN DESGRIPTION/NUMBER: 3A ..B -JOIST BLOCKING '50 i I Cv9 F F ,E+S A! RESUBMIT GUSTOMER: POLYGON J -JOIST CALLOUT Accessories n �r r 51 t.-' .e ^ C i I ,.•. PLAN DATED: 3/11/1 4 H1 ITHO1/950-or-ITT9.5 ' 4 ❑: ,, r r. " CU..? Y F -.E B -BEAM(FLUSH w/JOIST) x.,.a a;,,rrF.r a..e E._x «l rr..x,: ''''F"'''F" "" .'.. ' * ' DESIGNER /G4M/L HEMMER-50N ER50N DATE 4/14/14 HOR -HEADER(BEAM BELOW JOIST) -.,„,s„„ a x.s I A .reacr..A.xa. „,i, r^1:m. 880-BEAM BY OTHERS a r Eh.',: Toad A.E. Cate:seote.eer 15,zc, MREIRANDT AECHITECTS CT ENGINEERING INC PL 1 4- 1 1 8 (MAIN) SHEET: 1 of 1 1 POLYGON 3A PL14-118 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ProductsSTART FRAMING HERE PIotID Length Product Plies Net Qty 1 5-00-12 I RM1 43-00-00 1"x 14"APA Rim Board 1 1 JRM1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 t,i ,� I 'I RM1 37-00-00 1"x 14"APA Rim Board 1 1 I ' $ RM1 12-00-00 1"x 14"APA Rim Board 1 1 • '1 .,ri .'4 , I RM1 11-00-00 1"x 14"APA Rim Board 1 1 • RM1 5-00-00 1"x 14"APA Rim Board 1 1 ,, - I , BM1 20-00-00 5 1/2"x 19 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 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 , 1 ,1, t. 11/1// ,. s BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t. BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 •- 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 BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 1 '1 -0' 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 - _gjE _ _ _I t !U l -� — 1 _ -- — BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 ( 2 1d -° A 1 it IBMs( ,®: BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 ���� � I BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 oi BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 _ BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 rn ,,, BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 i - • tig-; a ........-- BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 ;p � n� iiiii1111 BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 1iiflI FLOOR 1 OADINC- 63 0 1 F�i ' °�� &(1=BLOCKING 40 LL • —�_ £ RMS=RIM BOARD 15 DL {p�3+ ACCESSORIES QTY : 1 °, � ! 11‘111■ µ ® THO17140-2 53 1 MONOi © HUC412 3 IIIII 1 ��. I1ii! 1 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' � 1 ,r , I iI I : i j I'4 IBM7 ! I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN l fi — "2--l' ¢T �.. y —_ I REFER TO STRUCTURAL PLAN FOR ADDITIONAL __--- O •��� " (B� POST TRANSFER BLOCKING ® X1.1— '= --_- AND SHEAR BLOCKING REQUIREMENTS. s---J RIM LfI_DGtING TnS AR[A I__„, IBMSj .,^ i isms l I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 11-04-00 V (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( WHERE PLATE NAILING AT ;SHEARWALL ABOVE EXCEEDS ONE i RC,.., PROVIDE ACD'L BLOCKING OR II '\I - ;WIDER RIM MATERIAL AS RED'D. (24x36 SHEET) SCALE: 1/4" = 1'-0" CGYFORMSTODESIGN C69CeT JOIST WITH RIM Z C;:N=ORMS TO D_SiGN CONCH,'WITH REVISKINS AS SHOWN mxwm:.sro"csw"cara"5 nco"ce�r wax 111 /i0trC06`P4RMIN3-REVISE AND RESUBMT` 5+G -,Is 5:,,?7011::,AS PEER 3i.IExf:.FCf L4.FF:...,41444CE 5 flT "I:' 4FT F'lh f tCT.EI E-HEPac� umber AP I.Ai ,'EW,C ESTI I f CnTILkI I...1 - 9 4M C>Y 1 fu SPF k'I F f!'M�N Me P. f " '+ E I_E. fmAk k, wn'k..a .A.1.'E-t= C� 'b._tli. (CTS G EN a.NE .=.pat.rMr la.sou • L11t eA 'i AR(AItECTS GT ENGINEERING INC P 81 TRUSS COMPANY