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Plans (86) 1 ?f c w 7,.., (- CI-C LEGEND: e� —ss SANITARY SEWER PaCIfiL SD STORM DRAIN Community w WATER LINE Design 12564 SW Main Street O • MANHOLE Tigard,OR 97223 1f t •w [T]503-941-9484 e CATCH BASIN DATE: 1/5/2016 + STREET LIGHT REVISIONS • 20.00' 19.00' D 6 TRACT P 265.9 266.2 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION -� 4.01' EROSION CONTROL �w. Tw33.0STREET SECTION, SEE — I CONSTRUCTION D000 UMENTS 3.00' ♦;I 1 PUE ; I I ... . r' IT I GARAGE i I i I I SETBACK SUMMARY I jI I i I i I r J — FRONT SETBACK: 12' �� I • I ; ' ' I SIDE SETBACK: 3' p I i If J ' if I I I STREET SIDE SETBACK: 8' I I I I REAR SETBACK: 3' I; 127 11 i l PORCH SETBACK: 8' R I 4.00' II ico 2,640 SF - 3.00' I 128 ; I'I BUILDING: 7B I I�I 126 I i 125 E r ° i i • FF= 268.1 q� I �II1I�� ��1�1' II le P 1 1 °II II IIg II 1 I (1 I LL ' �,__�� I I r- I LOT COVERAGE: PORCH I I 1 I I, I r a ° ' 8.00' I I ° ___ _ ° __�q� �� I `° LOT AREA: 2,640 SF ` PUE I — — I I — 1 i 20.00' I + + POLYGON AT O �� 266 �� 14.5T BUILDING FOOTPRINT: 1,309 SF .. q MI SIDEWALK WEST RIVER x r — , . — Al — — COVERED PORCH: 203 SF TERRACE rn Aar 266.4 q liraI... , 4 33.0v _ ,V 267.2 ' r .; y ° ' p. CANTILEVER LIVING SPACE: 0 SFa `— oIII o o v N ,,, N I N N COVERED PATIO: 0 SF ig M �G :� �+ AM M DECK AREA: IIMII C9 0 SF • jWATER METER SDLOT 127 o, SD SD SD SD ' SD TOTAL COVERAGE: 1,512 SF PLOT PLAN STORM LATERAL 0 SW JEAN LOUISE ROAD 57.3 % ss + PLANT (1) STREET _ _ s I 2 TREE: 2"CAL. IMPERVIOUS AREA: 1,779 SF SANITARY LATERAL YELLOWWOOD / / ° �_ �_ I CLADRASTIS �� 0 r o KENTUCKIAII v 0 . POLYGON NORTHWEST (503) 221 -1920 CITY QF ?"IGARD 0 Planning PROJECT NO.: 395-029 2S1 W6 Approved by TYPE: CONSTRUCTION LOT 127 (R-25, STANDARD) i zZ 1 SCALE REVIEWED BY. PRE pate: 10 20 POLYGON AT WEST RIVER TERRACE Initials: -- % 17130 SW JEAN LOU ISE ROAD ,INCH=20 FEET Z aaciFlCNUMaEr2cnavelsHrzo�z ROSEBURG FRAMING SYSTEM- v:,==== "' quality engineered wood product for fodav's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. J� �� °.,,,,r ,I' II � The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM-LVL RIGI DRI M'• �a w•'• Company,which retains copyrights to,and ownership of the plans.use of these plans by any other lir _ _ 1p product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 4 (III copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include NNasrauRowazsrnl¢onuett Ros®NmraioRr<s7vzooLlers , ��� 1 ``: ` aero..ro vosr..eove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ',...04 ,., r j► �I�IRFPhJoIST ,i T CONTRACTOR NOTES: Des/6N NOTES: °°.'..r.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °'v�+mw.`�..,":°a-�• °=.°Nw 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR """°"�'"'"'°°""`""- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPEBLOGKING PANELS VNITH BEARING FALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.rs. r<rs. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VA LOADOD 12DEAD SHEARWALLS 1 p5f DEAD SLEEP/N6 AREAS: 3Opsf LIVE LOAD / 1 2pef DEAD LOAD I I I I ROOFLOAD/N6: / 25psf LIVE LOAD { 1 7psf DEAD LOAD R1 R1 I REVISED 511]113 Kul R1 _443-°- ===fe-°==+R1 �\ PL 1 2-1 45(MAIN) 1 ' l POLYGON BC (,, - -\ Mrk* Material Width Depth Grade Gtty Cut Lth Tot Lth _'Tr R9 1 OSB Rim 1/2 6 16 6 PATIO -.. _ __- PATIO J2 RFPI_20 3/4 1/2 4 16 64 i. 120 3/4 1/2 10 26 260 -- -- __ _-- ----- ft - 'I! J3 RFPI-20 3/4 1/2 2 28 56 ,-- ^_ --- 7E -T r J4 RFPI-20 3/4 1/2 5 22 110 - �'�'} - Jam} 1 J5 RFPI-20 3/4 1/2 1 8 8 r ll ` _--- J6 RFPI-20 3/4 1/2 2 2 4 J 1=- f4 - __- J7 J4 J�1 J7 RFPI-20 3/4 1/2 1 18 18 40 J$ SJ _ :J J„ 6 -#$ ! 581 RgidLam LVL 3/4 1/2 1.5E 2 14 28 L ---- 1 .Lj.�' `J J B2 RigidLam LVL 3/4 1/2 1.5E 1 8 6 $2 -.--... -t- _.. '$2 - JB1 BLKG RFPI 20 3/4 1/2 1,1 3 57 J JET 1 -..-. ------ UO 0 --- J 1 I JB2 BLKG 1.75 LVL 3/4 1/2 1.5E 2 3 6 J _ y II p Accessories --- II=—J2- __- ___ _.--_[ Q iT __ J2-=�I __- ____I H1 ITHO1195O-or-ITT9.5 6 — l .2- -__51 la ® _... _. ...{ -.- - __- _ O 0 p CONFORMS TO DESIGN CONCEPT -- -- -- J2 -- -- - -- a a -- - --- 'f --- --- ® CONFORMS TO DESIGN CONCEPT -- - _ 1. ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON CONFORMING-REV.&RESUBMIT -- _- -R 1 ry Fl 1 � - - R 1 - - -- -- - K K _-- \ �I 1 REVISIONS AS SHOWN F J 1-J2- ---- ..- -... (Ni ry -_. J2J1 --- ❑ NON-CONFORMING-REVISE AND RESUBMIT - ___- er ue.a Euku _ ra,...Ll'(14.._ THISP SHOP DESIGNDRVIING HAS BEEN REVISED S H GENERAL RELIEVE THE CONFORMANCE M I l BR A H D T ARCHITECTS J -- __. a. _ --_ --- J2-H -- -- WITH THE CONCEPT ONLY AND DOES NOT THE FABRICATOR(VENOOR OF RESPONSIBILITY FOR CONFORMANCE PITH THE _-_-_ :- l DESIGN IS SHNCS Ph0 SPECIT CATIONSNTRACTO ALL OF ANKH HAVE DINENSPRIORITY `#2 ki `I - 1 - -- OVER THIS SHOP DSISP. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. _-- 1.___ _===1 By: Michaela N.Pete Res Date feYPNNPV 11.2016 N III CT ENGINEERING INC 11J J , Fi 1 JS. t. J i,... Jo 1 F3 t . 2 1 IMPORTANT/ i -- REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 51 J 1 J 1 S N DETAILS AND I-JOIST INFORMATION J1 R1 I J=1 Jl . J1 I �, - Paciti umber START �- \� START FRAMING 1 1` i_ FRAMING LEGEND: HEREHERE & TRUSS COMPANY I PORCH PORCHI \ C)---HANGER CALLOUT 1 ® -SUPPORTING POST L LPLAN DESCRIPTION: 76 POLYGON�ft CUSTOMER: ED -POST LOAD ABOVE (MAIN) R -RIMBOARD PLAN NUMBER: 76 LB -LVL BLOCKING PLAN DATED: 4/19/12 PL12-148 .B ..JOIST BLOCKING -OURLOCATloN5- REMODELING CENTER: .1 -JOIST CALLOUT 15100 GPI BOONE5 FERRY ROAD EWPDESIGNER: LAKE 0 B -BEAM(FLUSH w/JOIST) 503)BR5BP563 97035 KAMI BELWOOD NOR -HEADER(BEAMBELONIJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFIcE&CONTRACTOR TARS PATE: 5/11/15 5974 SINJEAN ROAD BBO-BEAM BY OTHERS SCALE= 1/4". 1-O" LAKE 05E1E60,OREGON 91035 (503)858-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER S START FRAMING HERE 8/7/2015 I milm Products 9-06-00 PlotID Length Product Plies Net Qty .y RM1 46-00-00 1"x 14"APA Rim Board 1 1 EI BOTTOM FLUSH WITH JOISTS i 7] RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 E-- -a- -OP -RP- -• ©11-0 1)5 1 -- - . RM1 14-00-00 1"x 14"APA Rim Board 1 1 i RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RMI 3-00-00 1"x 14"APA Rim Board 1 1 N N •N N N N N N N N N N NI BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 10 0 0 0 0 0 0 0 CO 0 0, BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL ILL LL LL LL LL LL LL LL LL LL LL, '" BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 I I I _I__I"_ 1 1 1 __ i---- _ - _ J •R F03 i ALL BEAMS AND CONNECTORS PER ENGINEER RM1 N B m l' F03 n QF�� o ACCESSORIES QTY I' I F01 ) [� -AQ TFI414 24 u P 11 0 TFL1714 1 it F04 F 1x14 OSB RIM FOR SHEAR BLOCKING 30' Mil_._ - RM1 l �# 04 © HU412 13 Mt F09 III FEB � •�� . . F06 II. 0 iF06 11 F07 BK1=BLOCKING FLOOR LOADING F06 i 1 F07 RMI=RIM BOARD 40 LL I� 15 DL F06 11 FO REFER REFER TO STRUCTURAL PLAN FOR ADDITIONAL Mill • P06 II� F07POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS- F06 1,�. F07 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN UllaF06 R, F07 s), ` I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. • F06 1/ F07 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F06 I i� F07 ®CONFORMS TO BOSON CONCEPT I,,[D oFOR 0 66 CONCEPTWRH r ;' F06 1! -0 ., 0 MOE F06 • 07 0 F09 W F05 •i a A - IETS . ---ii MIIBRANDT ARCNITECTS F09 .11M ■t F05 a CONFOP,MS TO DESIGN CONCEPT 11•� II41111111k� Ii F09 m=1 F05 �L; O 1Is--_r _`I- 1 I' CONFORMS TO DESIGN CONCEPT WITH NW FOS RM1 REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT FD" • GIN SMP O IEE C HAS IEEE I AND E FOR GENERAL US S HORIEM:E -— -- ------ Am TA SNEER CONCEPT dILR AND 55$MT REUSES THE rill FABRICATOR,YEMGN OF REMISSIBILITY FON CGIRORMICE BIN TLE DO NOT: DEMO OPoi1fiN AND RPECIFICATIOIS ALL OF Iiati PAYE PRIORITY 5-07-00 OYER GIS AIRS MIAS. CONTRACTOR SILL VERIFY ALL DIRER:O.RR. Loosen,remove,cut or notch Er: Tok R.Won Dote:Spottotter M.2O15 any part of the open web joist. CT ENGINEERING INC If - - Pacifi .umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TR U S S COMPANY SHEET 2 OF 2