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Plans (39) /Lt.SIAUl?--o o 57 /?I-1�.3 cSG& SA I I (haw at" ' :, BAec .nm&[ ,9.,ABbNw1 dmm.M ,. cP9 i9ABt r _ I - I- -I L LEGEND: � �.� ' � Pacific —� I r 295.9 ss SANITARY SEWER acific it 294.4 Iv W TER LINE Y 16.0' 24.0' : TOp�� De5iQ11 m. :.,�i.4. .a T -1—�s tr ' ' t i�E .,,�'':4,.^�,1 .� a�'�'s r .:;�':, i- ; ;e– d 'iw r r ,: ''°�� �.,�s^5'$- S A RIYI Ns DD DRAIN 12564 SW Main Street . '1MANHOLE 564 S OR 97223 I- aq, E'-- . _ ----- -i 1 . ; � �� \ 1 18.22'_ _ CATCH BASIN [T]503-941-9484 _ �- DATE: 12/07/2016 4 _ _ �— 1� 25'21 I IF — _°_ I STREET LIGHT REVISIONS I _ 11 I� 1 I _ I = STRAW WATTLE PERIMETER No. DATE DESCRIPTION 1 _ 1 E EROSION CONTROL f co ;. - r -�-T --�, r STREET SECTION, SEE N 1 I I � 7 CONSTRUCTION DOCUMENTS 0 i 1 , j 1 1-HR FIRE I I1 BUILDING: 3413AR I I I 1 i RATED EAVES I 1 FF= 292.1 1 HR FIRE ( xxr x 1 126 } RATED EAVES I I SETBACK SUMMARY 1 It 3.00' l i 3,606 SF 127 I I ' 128 ;sr FRONT SETBACK: 12 A., j �� I I SIDE SETBACK: 5' 125 1 I I I i STREET SIDE SETBACK: 10 124 i 1 i II �— 3.00' t i I I I I i I I I REAR SETBACK: 15 °�' i I i i 11 GARAGE PORCH SETBACK: 8' E 11 1 , 1 I I ' i GARAGE SETBACK: 20 cc, 1 I I I' ch I L-J— I 1 _ - __ - ,� F __� I— __ _ • lI I r_��_- 11 PORCH ii SIDEWALK I i i O j_— I I O i 1 II 1• o d 1-r---Li- - rr ��— = 1 I �� —6.00'_ 1 o I If j - 20.00'__: -- .00 ' u I — — 1 4� 14.96'- • I — — — I I — — 1 — - - - — — — — — — - LOT COVERAGE: 1 N - - r;. LOT AREA: 3,606 SF - w RIVER \r IMMOz �.'� ���-- — __ , ,' _��-- � ----- I 290.7 ��'._ v ( BUILDING FOOTPRINT: 1,469 SF 3 Ilk3 �� za— N _ � _ TE 0 TERRACE "_ COVERED PORCH 88 SF N _ ss NORTHWEST ___ S —ig, _ " STORM LATERAL 28 00' CANTILEVER LIVING SPACE: 0 SF "' S — SW SHADOW TRAIL STREET 7 m :' p- —.__._�90 COVERED PATIO. 0 SF 5► SSS ____„_.,„-----\,-- d' �, • co �. y -Mr v _ `r c*> So N/ 0 SF � .� DECK AREA. N \ n� — _ _ -- - 26 .� s LOT 1 TOTAL COVERAGE 57 SF 1-m �w- _- I* - SANITARYLATERAL l PLOT PLAN _,�...----- � o 1 , 5 I _ " '� PLANT (1) STREET TREE:- __ 1 _ �`� --- — ' _ ,1 43.2 % h `^ 2" CAL. SKYCOLE= + 1 '6d IMPERVIOUS AREA: 2,128 SF EF_° lame y HONEYLOCUST/ GLEDITSIA - - - - - -_ - - `_o - t TRIACANTHOS INERMIS - r., O_ _-j I�_ — I _ 1 I II - - �' 7! I Inl 1 -�,=r t---z--- 1 RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD (i) 1 /(„^�► Approved by Planning PROJECT NO.: 395-037 9 25 •WV TYPE: CONSTRUCTION M Date: /20,,2 Ike LOT12 6 (R-7, MEDIUM) SCALE REVIEWED BY: PRE 0 RIVER TERRACE NORTHWEST Initials: /..--- 0 10 0 17423 SW SHADOW TRAIL STREET 1 INCH=20 FEET a ROSEBURG FRAMING SYSTEM" �° x : :: PACIFIC LUMBER COPYRIGHT 2014 Alualify engineered wood products for today's builder- """"•'"<14°"` eke a I ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. soCm eCorx�sCC The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LV L RI GI D R I MF. -'0^'-f•"' 4.� Pwrsfx ..AD Company.which retains copyrights to,and ownershipof theplans.Use of theseplans byanyother ,.•,-,N„ ro ee.aiwer.�ora mom.-,nom II �NsrwLs ;:ir gc product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PQOWCFS .i� 7:= �� PERocr55R,a 1BLOC - - eewa�NO:aRe.o.eCocNs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include " � `` en.en rorosrnaoos penalties of up to$20,000 per work infringed,and S 100,000 per work infringed willfully. II� RFPI Jolsr 1 1 lir ROSEBURG FOREST PRODUCTS IF( CONTRACTOR NOTES: PES/6N NOTES: •�^"•�•�. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS RA mF�--,^�� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,,P,,,-, 0.....ter...".......,.. ., EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPs BLOCKING,PANELS WO BEARMb WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERW I SE) OFL/480 NT.5. NT.@ 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 2psf DVA DOD 1 SHEARWALLS 1 2psf DEAD LOAD I— SLEEP/N6 AREAS: THIS l5APLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAO/N6: PATIO --_1 i_-- PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1-Ipsf DEAD LOAD I 1 R 1 _—_ ,i__L__Li_—a R 1 / _ R 1 I I 1-- P.1 • 10-3• 1 10'-6•__ _12 _ _ 13 3`. 34._0:; 'u"lr=1" 10' 3:- - I. = --— — PL 1 5-400(MAIN) _ 42 _ p W — �3 J" POLYGON 3413 ABD(NEW) �'`` Mrk a Material Width Depth Grade Q Out Lth Tot Lth NI 1R� i _ - JB 1 BL KG RFPI-20 1 3/4 1/2 20 3 50 R�':.- Jit J i 1 J 1 J - ..JEl Si R1 OSB Rim 1 1/2 4 16 144 1 .. rt - - 1 J1 RFPI-20 1 3/4 1/2 12 14 168 I I - - - -- ---- J2 RFPI-20 1 3/4 1/2 16 34 544 J3 RFPI-20 1 3/4 1/2 5 5 30 R _ ::: JO - -- -- J4 RFPI-20 1 3/4 1/2 2 2 4 0 -_—! - J5 RFP1-20 - 1 3/4 1/2 1 32 32 01• Rigl41 am LVL 1 3/4 1/2 1.5E 3 14 42 ----- _- B2 BIG BEAM 3 1/2 1/2 2.1E 1 6 6 -----=j2- J _II• J2 1. r ---- ... � �'.^� Accessories ® ITHO 1 T150-or-ITT9.5 5 1 d5— -� BT --"li:,:: i o _ B1 -: Js R+ El CONFORMS TO DESIGN CONCEPT - s__ n. - a1 _ ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN .J1 - ------- K N El -REVISE AND RESUBMIT 1V ______......::_=-4=_-----------_----------._o \ \ —.__.— .4-1— ---- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMNCE Tr WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IFABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE - 4_----,-_-----_— d1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY IOVER THIS SHOP DRAWING. V 1 By: Arnold A.SOloIOA Date:peceaber 3.2015 1\ -- = s 4 R1 CT ENGINEERING INC I J1 J1 el[WOWS TO 0E5,GNCON8E82 ._._.--__---- I CONFORNa T0Df5WN CONCEPT NI. J.1 -- _ - ❑Rfv oh ❑ w 811240 REv sumo By Alexia FAA Oas 8/12/15 41 i1 MILBRANDT ARCHITECTS i` B29 � • j2......... J .5---- J3 _— — JO I .45.11. J I I J3 -:, JO IL ...13 -,'" 'n• JB II-- J3 — ')JD11 II IMPORTANT! REFERENCE INSTALLATION START START /� GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE 1 PORCH ' LEGEND: PacifkIJ.umber ( H }--HANGER GALLOUT & ®/ -SUPPORTING POST TRUSS COMPANY e -POST LOAD ABOVE R -RIMBOARD 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-4563 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 34 1 3 ABD(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH(LI/JOIST) DESIGNER: /CAM/L.HENDERSON DATE: 1 1/29/1 5 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-O" PL 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2" O.C. 3413 A(NEW) PL15-398 UPPER 11/27/2015 i MOVE JOISTS +/- 4" TO AVOID PLUMBING 4 Products N PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 4 4 RM1 42-00-00 1"x 14"APA Rim Board 1 1 1 �� �� RMI 34-00-00 1"x 14"APA Rim Board 1 RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 Mimi.il .®w:itedm.d..lmilmi r.r..a i+u..ri,u. .rr.iiimiN.r roil.,Mode•-.ur,r tiillimar r. ® CONFORMS TO DESIGN CONCEPT r�N�r�' RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH I Ing IIIE HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT lull 11111 BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DAARING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DDES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABAICATOAIVENDDR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF RMICH HAVE PRIORITY g OVER THIS SHOP DRAWING. BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold A. Solomon Date: December 3, 2015 cC, - LL BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC IIS BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TooEIGNCONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ oUNEOWINGREVISE lililliC=SIGN CONCEPT WITH BM2 21-00 00 7X18 BIG BEAM 1 o BM3 21-00-00 BB01 1 1 " &1Y ��I/ 11 IV BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MIEBRANDT ARCHITECTS �� 1G� �1 I I , . . I I�A�1�I 1_07?-. A Coa 4 r 07. iigh i � '' .I,t i i iii INIMIMh1■1.111i®11�■1■1■111i 0 - a �('-1 ACCESSORIES QTY IRM1 L IillIIr ® TH017140-2 44 N _ © HUCQ1.81/11 5 I HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' ce CO I I FLOOR LOADINI', BKl=BLOCKING 40 LL RM1=RIM BOARD 71,071r1 o'. n8 u� 15 DL 1 u-''�' REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1 I POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I _ LIII`3 tltl r tl I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I IBM6 -- IMI B ��j�,..._,..,, . . 1-,4 ����1 !„,�' l':O 8 , i rii II 1 . A ____ alic BM61 MU IBM3[ 1 + \ o x08 00 1- / --- ,/..1441.4.1,,/..--%\j' 4 Pacifi umber I START FRAMING HERE > \ & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. _ i _ JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET SHEET 2 OF 2 o -o w r- ,» W(ro TjF.--_F.--_- >n m - z � mpr°n Co) w � r - CD oD D iG0) N ). ` Xmp � 3 z D m Z 17-6112' "r 1 m CD 11%61/2" i 2. 0 o N D1 1 Cl m r 4 a) n i z i C2 o v' N D2 (�� C wm It II a c�) 4.1 0. - T y \D3 (4) C4 (S) 9 N C C < C c, cn co rn a. T w ? ° ° °z z () ..11 C5cryw nW myf 64 I- CD 01 '1 91-81/2" N CO PO O ,-zcoozDzx>O „' Q �mmwzzm*gc0-o M * (D22m0- �m Iii O Oz�OmzDcn�Dzz , imm47 CI e► M>z ZTO_imm C)H:) m -ID O pOp O I m Ommnmmz-�nOZOG 1 al iti a' OOpO>mcp-zi{m Z<mzzOmmozmo _ rt A�Om(2C1,nmT 0. ,,mowzmz,->,„ N. ■■ 4 JoAI Z 0��� cnC -a N n C r a c ® .` 3 co co w 1 -I a) -L— Xi 3 L 42'-0' -I r c P N in eg-os poi 41'-0" , . o 491-0' 0 = 0 e2 ❑X CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT 3 o ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH o REVISIONS NOTED REVISIONS AS SHOWN NON-CONFORMING-REVISE&RESUBMIT 1 ® E NON CONFORMING - REVISE AND RESUBMIT 13H THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE zFABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ., o DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABAICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE m PRIORITY OVER THIS SHOP DRAWING, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 OVFR THIS SHOP ORAWTNS MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC