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Plans (102) j 7t- ? 6 sc 64 -r/Gs :fly t-i Sr- v a — .5-,2' ' J L— LEGEND: i SANITARY SEWER Paeitic _ 10.61' — rl sr� STORM DRAIN Community �_ l 269 5 1 } 270.6 8 0 40 1 is of Pi a�I� i � u� ,' ` i' ' E _ „ , , , Io,rr. :; .4si 3rioor .r1rr�r,ri� r- WATER LIN Design ������ �iit .r�r..� / i • MANHOLE 1253�RSW i9aa3et 3 ��ti�276 " I s ; I — _ CATCH BASIN GATE: 12/07/2016 23.53' I 11 I / STREET LIGHT a REVISIONS �+ I i r r STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I _1 I I EROSION CONTROL I— I 'ILI_ 1 1 �' 120 1 I i STREET SECTION, SEE r I-1 + , © CONSTRUCTION DOCUMENTS -- t + 4,330 SF . _ + � 1 I BUILDING: 5D-DL 1 +I I ' + Ir111 I I i I 1 } FF = 286.$ ' 1 �N����� I i i FF=286.8 II i 121 1 i SETBACK SUMMARY 4.00' 1—"-r— ' �I- I 4.00' C i 1 FRONT SETBACK: 12' I _ 1 �+ _ SIDE SETBACK: 5' ,1 1 119 ) , - - - , ; STREET SIDE SETBACK: 10 + ___-. -- v$ - - I I + / REAR SETBACK: 15' + __ �- Y I 1 I ----.-.2so- _ GARAGE I + J r PORCH SETBACK: 8' 6 1 I ___ —�--- -- GARAGE SETBACK. 20' o 282 i i 1 rn _ + .284 _.._.__._.._— -e...„-_--. --. I ----J -- PORCH ,„ 120.16' —14.92' 15.98' I — —`- 0 6.00' --i --+ ' , - - - - - = ", o PUE 1 — - LOT COVERAGE: e_ 4s-1" i 1--; LOT AREA: 4,330 SF 284 3 'p RIVER i r j � 285.3 . �? --I' +L , " % r t _ . — - _.._- BUILDING FOOTPRINT1,826 SF __� _- / =! - - - __ - — --- TERRACE -_- -- --- n� ' ' I STORM LATERAL —. -- EWALK _ -.- . 1 M ---`-7` - \ / COVERED PORCH: 54 SF NORTHWEST o • +NI — - \< - WATER METER SANITARY LATERAL PLANT (1) STREET __----------- - Cts , CANTILEVER LIVING SPACE: 12 SF ' — TREE: 2" CAL. SW SHADOW TRAIL STREET a S - 05 SKYCOLE . IJ SS --- COVERED PATIO: 0 SF 28.00' HONEYLOCUST/ _._ 55 --- 2s R \ c l �/ __.— } _ - DECK AREA: 141 SF GLEDITSIA _ _ A _ , .:_ TRIACANTHOS .= 1 _ a y 3 7= LOT 120 -" 1/ TOTAL COVERAGE: 2,033 SF = INERMIS ___-_- PLOT PLAN a - � �, }_} _ _.___ 47.0 % - h __ -"` _._ --_�-- �� QJµ IMPERVIOUS AREA r � 50 SF O _ — ----- ----7.7------:: U t to E + I — — I I, 1 -- = - --- -n- it CITY �"I ARD 1 11 111 --fF--�i1 I r1 11 4 I ]I�� s CD Approved by P ening •3 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: j1Q/. O. 2S 1 W6 PROJECT NO.: 395-037 O 2 V` 6 I n It I a l s: �„�,S TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE n N LOT 120 (R-7, STANDARD) 0 10 0 0. RIVER TERRACE NORTHWEST Z 17478 SW SHADOW TRAIL STREET 1INCH=20 FEET ' :"� PACIFIC LUMBER CCPYRI6HT2015 ROSEBURG FRAMING SYSTEM' maw=� ,II ' quality engineered wood products for lodav's builder•• um .-=4 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. SOLD BIAGK w� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGI DRAM-LVL RI GI DRI M� I rows mzon Heave Company,which retains copyrights to and ownership e°'°.�«,;°r«, ro se..Ri°w sewry. p y, s p of the plans.use of these plans by any other A� i ..xmo,-. , wsru�sovns«e�.oees product su Iler other than Pacific Lumber Company Is � :� _ ,III oEa ner����e.h.rc« pP p p strictly prohibited.UnauthorizedceS iiiuseor n ROSISUIS F84FSt PRODUCTS xas•eworoatsr aconucrs sena,«s.Re.,or e�occs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �i /,, `� SELoO5VE penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. ``.:>,,,,,,,,,,, ! II�!, �RESPF JoiST CONTRACTOR NOTES: DES/GN NOTES: „,,,,„0„,,,,,,,,,„,„...,°°°�"°°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS =;°"°" '°'::.«"'°°"""""°""�°""`0P44fq MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR , .,, = — (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD • SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•BLOGKING PANELS MOTH BEARINGr1ALL ABOVE POST LOAD TRANSFER DETAIL 0FL/480 N.rs. N.rs. (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 3)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD (DOUBLE) 1 1-1/3 RFPI-2O® 1 9.2"O.C. (DOUBLE) 1 1-7/8 RFPI-20® 1 9.a"O.G. LEP/NG AREAS: 0 SEE SHEATHING NAILING ATTACHMENT NOTE!Illl SEE SHEATHING NAILING ATTACHMENT NOTE!IIII® - r. This layoutto be used in con juncTHIS/5 A PLACEMENT PLAN�onLluith 122p5f DEAD LOAD Architectural/Structuralplans.Verify all p � START START y FRAMING FRAMING shear wall blocking placement and connectors ROOF LOADING: Purchaser responsible for approving this 25psf LIVE LOAD (If } HERE HERE ayout prior to any construction. 1 7psf DEAD LOAD -.. -- ` ,_...I.L.. - L_ _Ir - - a,zrt=:: h“�ci::�:. -- :: :- B3 11 Ili I II 1 II �1 I I I a. 1 I I I it ; 1 II 0 I I; 1 11 II; I; IIS I, 11, 1 I I 1 1 ! 1 II 1,i Il 1 1= .. 111 II lj j ;4 r1.=.. 1 1i I I, I; f 3 113 'I II 11 011 �d -II I J .Ill �If it 11 `H 1_R1 R1 1 i-- �I Ili III 11 I ��I _ II I pI IND 1 R 1 r 3 _3 I. J '1 JB � 1 �f!��! - � l j I 1I1 II 1' 1 Ir 1 �I 3 ,I JI 3 13 �% J3 p J 3 4I: _ v3 �3 �B (; I 1: ,:: it I 1 I it j ;I Il ; 1 it l 1 ii ,I 111 I , I I I 11 1 it 1II I 1 1 I I 1 I �I . 1 11 11 11 1 II i�i B 11 I 1t 152 Ii it ,; _ X CONFORMS TO DESIGN CONCEPT rr _. 1 in ! �� j y - °tee = -"11` CONFORMS TO DESIGN CONCEPT WITH al I I�II�MIi�Iil�l�i ❑ I 1 ii i; REVISIONS AS SHOWN Ii II 11 I Il II ❑ NON-CONFORMING REVISE AND RESUBMIT r THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ii1 II" il FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 II I 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY it I I .1 OVER THIS SHOP DRAWING. I! 10/13/2015 ;I 1• BY;MRP Date is J[2 H -161ri __ = Ill JT2 . CT ENGINEERING INC 111 y11-�. I(7) 4 44 JI J' Ji . J• J2 J2 JI2 -��' 1 . J} J.. "11 I` • J � • J � 1 1 1 I II 11 11 it i 11 t 11 11 11 II I l ; I; II h 1 11 PORCH j11I, r i. , . L C _ PORCH IMPORrANrl R1 R1 REFERENCE INSTALLATION I GUIDE FOR ALL FRAMING 1 1-1/8 RFPI-2O a 19.2°0.0. - -II 1 1--r/e RFPI-20 @ 19.2"o.G. DETAILS AND I JOIST INFORMATION LEGEND: PL 15-344(main) DOUBLE I-JOIST CONNECTION SPECS T POLYGON PLAN OPTION:512 BASEMENT WITH JOISTS Filler blocking is not structurally required provided both ( H ---HANGER CALLOUT Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth I-Joists are continuously laterally supported by pci F\ umber �/ connection to the sheathing at the top flange.In .. ® -SUPPORTING POST R1 osB Rim 1 i 1 1/8 e 1 6 128 B 1 RlgidLam LVL 1 3/4 1 1 1/8 1.5E 2 4 e / addition,the joint in the Sheathing shall be positioned COMPANY ® -POST LOAD ABOVE B2 RtglQLam LVL t 3/4 1 1 7/8 1.5E t 6 6 / over the center of one of the two top flanges to assure & TRUSS R -RIMBOARD B3 Rigid-am LVL 1 3/4 1 1 7/8 1.5E 1 22 22 shear transfer between sheathing panels. ,181 BLKG 1.75 LVL 1 3/4 1 1 7/8 1.5E 30 3 90 ,�, 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING JB2 BLKG RFPI-20 1 3/4 1 1 7/5 15 3 45 JB -JOIST BLOCKING J 1 RFPI-2o t 3/a 1 1 7/8 14 1 8 252 - "'0 ""• °E"` "/7 'wr PLAN DESCRIPTION/NUMBER: 50 BASEMENT WITH JOISTS J2 RFPI-20 1 3/4 11 1/8 6 28 168 Rasoremena Mon Ma Min Ma Min Max ^+n Ma ^ofn Ma CUSTOMER: POLYGON J -JOIST GALLOUT .J3 RFPI-20 1 3/4 11 1/8 34 22 748 DBL I-JOIST W ITHOUT FILLER CONSTRUCTION 80.4 z monor :° z z° r Si' PLAN DATED: 10/5/1 5 B -BEAM(FLUSH WI JOIST) J4 RFPI-20 1 3/4 11 1/8 5 24 144 RT.S, Sklar Di rr HDR -HERDER(BEAM BELOW JOIST) J5 RFPI-20 1 3/4 11 7/8 3 4 12 b.. to '° r " r " r 3° DESIGNER: KAMI L.HENDERSON DATE: 1 0/1 3/1 5 550-BEAM BY OTHERS Accessories H1 !MITI 1.88-or-ITT 11.88 5 FL 1 5-3 4 4 MAIN SHEET:2 of 3 � �Nn PACIFIC LUMBER COPYRIGHTZOI5 ROSEBURG FRAMING SYSTEM" d„ .µm' qualify engineered wood products for today s builder'- new These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. _ The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber I _ ,I/ II iii Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other RIGI DLAM LVL RI GI DRI M" "`°'a�" 40111 III product supplier other than Pacific Lumber Company is strictlyrohiblted.Unauthorized use or P y P ROSESURG FOREST PRODUCTS ROSEBURG FOREST PYOOUCB kt. \��;°"' copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include penalties of up to$20,000 per work infringed,and S 100,000 per work Infringed willfully. �0.* I � se oryTo.osr Bo E40 R Pi JaSOME m' ..,e '� IIU CONTRACTOR NOTES: DESIGN NOTES: ,d.,,,,>d, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 7,." wa:«.�d.e., DESIGNED TO MEET OR meed+ m.,owrnym wwu 2)ALL FOOTINGSSSOTE PER DESIGNER'S PLAN EXCEED THE LIVE LOAD ,,,,,.,,„„m,,.,,e,�,,..,.,, (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPP/SLOGKING PANELS W1TN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.TS. N.TS. 4)USE CAUTION WHEN GUTTING OI FOR PLUMBING FLOOR LIVE LOAD: 5)PROVIDE PROPER SUPPORT AT ALL psf D 12DEAD LOAD OV SHEARWALLS 1 p5f DL SLEEPING AREAS: START START TNISISAPLACEMENT PLAN ONLT. 3OpsfLIVE LOAD 9-1/2 RFPI-20 e lb"O.G. P-1/2 RFPI-20 @ 1 6"O.G. This layout is to be used in conjunction with 12p$f DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOF LOADING: PATIO I / \ I PATIO Purchaser responsible for ction. ng this 11psf LIVEA DOD ayout prior to any f construction. 11psf DEAD LOAD I II y jiVI II v i 1 1 1 li �1 II I 1, " 11 " I' P 1 1 I I 11 ii 1 1 1 I I I i I % 1 I: 1 1 j JR 1 I' j 1 1' 1 , , i j j 1 1 +k � 1 I 1 11I R1 J1 J1 JI J1 JI1 Jh JO J1 J1 Ji J1 Ji J11 1 J ' Ja `4'14'14-4 J4 J4 " -'J4 R1 R1 _4J4.�f J4 J4 11 il4 J4_(i J4_4 J4_4 Jff 11 .iii _1 I _1 411 _1 ..1 _1 ..11 11 _1 1_1 _1 _1 J1 R1 I I _ 1_ _=,-- _:.,.I ==- _.__:—' -- — a7.=i 1 .=i�.�:�.�a-1 re :��< '{kc� :=.II c :moi-- 7 ' 1 1 jl 11 li 1 '11 ii I 1 � I 1 li 1, 1 1 l j I'I 1Il n1 r71 II I III 1 11 1 1 A 11 I 2.-51/5' 2'-51/5" I I I I PORCH PORCH IMPORTANT,/ I I REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 (Basement Floor) pacou F umber � POLYGONON PLAN OPTIPTION:SD BASEMENT WITH JOISTS (H _.HANGER CALLOUT Mrk a Material Width Depth Grade City Cut Lth Tot Lth ® -SUPPORTING POST J1 RFP/-20 1 3/4 9 1/2 15 20 300 J2 RFP/-20 1 3/4 9 1/2 2 10 20 & TRUSS COMPANY ® -POST LOAD ABOVE J3 RFP/-2O 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 13 22 286 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING R1 OSB Rim 1 9 1/2 4 16 64 SCALE: 1/4"-1'-O" J31 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 24 3 12 PLAN DESCRIPTION/NUMBER: 50 BASEMENT WITH JOISTS JB -JOIST BLOCKINGJB2 BLKG RFP/-20 1 3/4 9 1/2 11 3 51 CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 10/8/1 5 B -BEAM(FLUSH w/JOIST) Accessories H1 ITHO 11950-or-ITT 9.5 4 DESIGNER: KAMI L.HENDERSON DATE: 10/13/15 HDR -HEADER(BEAM BELOW JOIST) PL 1 5-344 BASEMENT RT BBO-BEAM BY OTHERS SHEET: 1 of 3 4 POLYGON PLAN OPTION:5D BASEMENT WITH JOISTS PL15-344 UPPER 10/13/2015 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty amil RM1 48-00-00 1"x 14"APA Rim Board 1 1 112411111° 1111111111111 RM1 40-00-00 1"x 14"APA Rim Board 1 1 I RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 Ellin,III RM1 8-00-00 1"x 14"APA Rim Board 1 1 • • � RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 ,,. • BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 j BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 "® BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 4..• 11Bo a BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Imi o r� "Pu - -I-, BM10 12-00-00 1.5 Rig1.5 gidLam LVL 1-3/4 x 14 1 1 BK1. ® idLam LVL 1-3/4 x 14 1 2 --L'—'12 Ao p BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �;=NISAINNIA�;4c®;�L�Q. i BMS 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 PRO -0- 01 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � BM12 17-00-00 3-1/2 X 14 BIG BEAM11 Irirlill °—' BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 111 O BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 -'� � p N BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 ��tt ii EMOfl � BM11 4-00-00 BBO2 1 1�I jiiijiIiIIIIIIiI IJ� kMl-RIM BOARD FLOOA1111IA 40 LL 'I ACCESSORIES QTY 111 ® TH017140-2 26 'I © TFL1714 3 N N Li. LLI 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' 2 2 II�2 2 2 IN 1 © HGUS412 1 Q CONFORMS TO DESIGN CONCEPT pD I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN AREFER TO STRUCTURAL PLAN FOR ADDITIONAL NON-CONFORMING-REVISE AND RESDBMIIPOST TRANSFER BLOCKING m=s SNGP DRAWING NAG SEEN HEVER.FOA GENFPAL WNFORWGECE N x HE RESIGN Cf OF RE RN Y UIR RYES R C RELIEVE•NE IM1 ! A _ AND SHEAR BLOCKING REQUIREMENTS. F.ESR cnaA,vE�rooR GF AEsraNS[Srm OR cc4-Eau�wCE w[rx:��� ��'��� � DESIGN cAI:ws AND sP[[ urrpNs al._OF INCH nxrt PRIORITY 1 E—. =z1- j ==�9'-, 0- -O4 it I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I RIEA N's sxov RA. NG. N N N !MI1 _N_ 201,1 II e R _P_ GYM MRP .«IOn3/2015 _ IRM1I —� �BMS� , 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] CT ENGINEERING INC 4 . JOIST WITH RIM SHEET 3 OF 3 (24x36 SHEET) SCALE: 1/4" = 1'-0" Pacifi ` umber & TRUSS .;.1 COMPANY