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Plans (130) --\-Q.O\ .- C \ Pt t l� t,c S-k- LEGEND: —Ss SANITARY SEWER Pacific —Se STORM DRAIN • Demn1unity �` ---2_16________-------27 218 —w WATER LINE y b 27c� 12564 SW Main Street 230 X81 _, __,__.�---- MANHOLE Tigard,OR 97223 282 _- - I CATCH BASIN [1]503-941-9484 2810 Z _284--"_-_._-_.___,__._-----' DATE: 7/27/2017 -..1*0 O 0 28 5 2 J- --� NO. DATERE I DESCRIPTION, 50-0' k_z5236 X87-"" I REVISIONS .."' ...---•- - STREET LIGHT 17.17 STRAW WATTLE PERIMETER 1I EROSION CONTROL I I — 1— 30.00' — — �♦ FLOW DIRECTION ARROW o 7„„ STREET SECTION, SEE 1III 11 CONSTRUCTION DOCUMENTS I1=li , II I I II Ir -1 I 108 4.79' `I ...>.. .. I I I 4,750 SF ;� - SETBACK SUMMARY Zil i l r 1I I ,I FRONT SETBACK: 12' 5.21' BUILDING: 5DR-DL , ` I SIDE SETBACK: 3' I I FF=310.21 E II 109 - I, ,I 107 E) STREET SIDE SETBACK: 8' a s BFF=301.21as N , I € FRONT GARAGE SETBACK: 20' 00 ' , FRONT PORCH SETBACK: 8' I I + 243 ' Illr ' I MI ` REAR SETBACK: 15 o �I 296297 111�I 1 1........1.1111111111111111111111111111: ��� € REAR PATIO SETBACK: 10 N 293299300 lI■ i� 1 1 ■/ 1 i I I.Wall GARAGENom COVERED �� 301 11�. I ► I Iu, 302cc. .01111,iirios 303 NI I _Kit/ 1 i��I 1 o ■�1 —1t 304 lo..: 111111111 ._ I 307 308 I�•I© -306 11 309_ LOT COVERAGE: L. ILM 6.00' -- 1 'PORI __,_ .. —, RIVER ‘T) I I PUE, TYP. LL I -- - - LOT AREA: 4,750 SF J I , 17.00' 15.42'_ 20.00' 308.3 TERRACE M _ _ __ - _ _ —_\ _ _ - i - —� BUILDING FOOTPRINT: 1,826 SF EAST -r— ` o ligrig *r.... WATER METER 'moi "i� ► 1.305.6 j .tt/A t % �.� 9x .I� I i� COVERED PORCH: 54 SF o MILS&A. .004fiast Arida Awl --- I �'" �� � � �50.0' '�" PIM p,. / Trtiailr►*�""- *�'^ 7rfs COVERED REAR PATIO: 0 SF co aiiiiiii W-11-11 11' - rr CANTILEVER LIVING SPACE: 229 SF _ M STORM LATERAL i ��ralign � ....rte M 108 -1- �'"I� '�' DECK AREA: 0 SF PLOT PLAN rii a ,,,� �' 2 ROHANI EUROPEAN cis is s -O B a SANITARY LATERAL BEECH / FAGUS (B TOTAL COVERAGE: 2,109 SF ° ' SW BIRDSONG STREET SYLVATICA'ROHANII' sIli s SS ,,ii � —ill SS ►,.->w 44.4 % c .,.,��,,�� ` 15 IIIIIIIIIIIIIWM 111111111111111111111M111111111111.111111101111/01111111111111111111:011111111 111111-11.111111111111111V,111111111111WM/1111111,MIIIIIII EL IMPERVIOUS AREA: 2,710 SF D_ o 0 0) 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD 2S 1 W6 Approved by Planning SCALE PROJECT NO.: 395-041 O V TYPE: CONSTRUCTION ,' r REVIEWED BY: PRE LOT 108 (R-7Lc, , STANDARD) Date: , 2u �� o 0. co RIVER TERRACE EAST Initials: SL O 1 INCH=20 FEET Z 16860 SW BIRDSONG STREET Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN POLYGON ❑ NON-CONFORMING-REVISE AND RESUBMIT PLAN OPTION:5DDL-SG THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PL15-344 UPPER WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 10/20/2017 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25,2017 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS CT ENGINEERING INC START FRAMING HERE I RM1 Products ❑X CONFORMS TO DESIGN CONCEPT PIotID Length Product Plies Net Qty ❑ CONFORMS TO DESIGN CONCEPT WITH M ° ' RM1 48-00-00 1"x 14"APA Rim Board 1 1 REVISIONS NOTED RM1 40-00-00 1"x 14"APA Rim Board 1 1 ❑ NON-CONFORMING–REVISE&RESUBMIT 1 RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 4-00-00 1"x 14"APA Rim Board 1 2 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE + • 3 PRIORITY OVER THIS SHOPDRAWING. I RM1 2-00-00 1"x14"APA Rim Board 1 2 By Rae Hauff Date 10/26/17 c , a ,'a' > 5 �- 'r `d - ;– BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 A- LL. u. 'AL u_ – " " "- " BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 MILBRANDT ARCHITECTSto o o `o 6 n u BM3 21-00-00 5 1/2"x 16 1/2"Glulam(1.BE 24F-V4 DF/DF) 1 1 AL AL `,-' ti A " A BM4 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 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BM5 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Me' � _ , _ - o – – BK1 11-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I BM11I lail uggirI BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BU i -, — / BM6 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 og1 A —F BM7 5-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 11110.1411.1.1111 .I 12 BM8 17-00-00 3-1/2 X 14 BIG BEAM 1 1 A'i "'I�D$`l�°" 3 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 J X00 Q0 'y BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 LL .—> 1 BM10 7-00-00 3-1/2 X 14 BIG BEAM 1 1 m = - r w O0 R r o iJ BM11 5-00-00 3-1/2 X 14 BIG BEAM 1 1 I BM12 4-00-00 BBO2 1 1 --=BM9 L ( 2 1• BK1=BLOCKINGRM1=RIM BOARD FLOOR LOADING40 LL15 DL =4".)== ==43==t1=14- =8=— - v v_ L 3K1 I 6.03-0]�A - = = == 4 #—4 1 I ACCESSORIES QTY 1 3. 1 O TH017140-2 26 1 1 © TFL1714 3 4 n _O ,, LO 1 r> o -' u_ I L u- 1 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' 00 .T - —. — •i 60 ,0y o 1 © HGUS412 1 w — .r _ L L.,_ c4. 1 I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN m I I I I .6-0F,Q _* — —fi— Yom_�M = HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I J �BMS��–� a� RMT �—.0-2.011 (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( ± IA TRM1I ,�- _ I JOIST WITH RIM SHEET 3 OF 3 (24x36 SHEET) SCALE:1/4"=1.-0" Pacih P.:- umber & TRUSS COMPANY ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- n4.-4-4,..,4 These(' These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2015. _"a"° The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM LVL RIGI DRI M- '"-' 41 ..j Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other 1 _„,,,,, ,II .REA OF BLOCKS product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or Ro$EmuaO FOREST PRODUCTS ROSEBURG WREST PRODUCTS Ai �W ” - -- ` 0 se:.ov Torosr Heave copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include i penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �►.- .III!! '^, RFPUJOIST att-c ROSEBURG FOR IS 7 PROORCES .111 lit CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS u��d ^o 2)ALL FOOTINGS PER DESIGNER'S PLAN DES MEET OR ED IGNED EOLI VE LOAD �,�� w���-m MAIN FLOOR JOIST LAYOUT (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•BLOOKMG PANELS YmTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.rs. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6, FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS (DOUBLE) 1 1-T/8 RFPI-20 0 1.1.2"O.G. / (DOUBLE) 1 1-1/5 RFPI-20 CP 1 9.2"O.G. SLEEPINSAREAS: ( SEE SHEATHING NAILING ATTACHMENT NOTEIIIII f� THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD ty SEE SHEATHING NAILING ATTACHMENT NOTEIIIII 0 This con 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6, FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 1 Tpsf DEAD LOAD 1 - ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN _ '. — ❑ NON-CONFORMING-REVISE AND RESUBMIT ..I J - 1 _I L R 1 R 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 41 J1 -I1 J 1 41 --_ —.' 11 -1 .I 1 J1 )1 ,'1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 71- FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _3 3 -5 -5 _3 _3 _3 -3 =1 '!! J11 3 J5 3 3 c 3 8 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R1 J3 J3 _$ J3 J3 J3 J3 J3 _ jl'J J3 J3 �3 .13 _3 3 3 J3 R1 OVER THIS SHOP OAAYIING. i -,I JtJ i� .3 .! J _ = By: Arnold R.Solomon Date:CO_II J: J3 .-it it J 1- = Js I: I� I: CT ENGINEERING INC Q CONFORMS TO DESIGN CONCEPT J eI Im u m - E.- - 0 CONFORMS TO DESIGN CONCEPT WITH 512 B2 R I REVISIONS NOTED 1 ❑ NON-CONFORMING-REVISE&RESUBMIT I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - R 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I R 1 : ► 1 $ T ilYiii!i—"—ii I I r. R; --- - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R 1 �!I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS II 0 % R 1 R 1 I" . R1 R1 -4 -4 4 J4 J4 J4 J2 2 J2 J2 J2 J� • J2 - J4 J4 J' =-=---=-=- — --:— — - - - - - - J� J.•2 IR A g3 1 A --- I I I I I PORCH PORCHI IMPORTANT/ r R 1 I R 11 REFERENCE INSTALLATION ii, I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION 1 1-1/8 RFPI-20®1 9.2"O.G. Ti--T/8 RFPI-20 e 1.1.2"O.G. UPDATED taz4ITSSA PL 15-344(Main) DOUBLE I-JOIST CONNECTION SPECS ifii 1 LEGEND: POLYGON PLAN OPTION:SDDL-8G ' p ���� Mrk s Material Width Depth 6redl Qty cut Lt1 Tot Ltn Filler blocking is not structurally required provided both I I-Joists are continuously laterally supported by 0....HANGER GALLOUT R 1 OSB Rim 1 1/B 6 16 connection to the sheathing at the top flange.In ® B 1 Rigid-am LVL 3/4 1 1/8 1.5E 1 4 8 -SUPPORTING POST B2 Rigid-am LVL 3/a 1 1/B 1.5E 1 6 6 addition,the joint in the sheathing shall be positioned & TRUSS C OMPA N Y ® B3 RIQMILam LVL 3/4 1 1/8 1.5E 1 22 22 over the center of one s the two top flanges to assure -P05T LOAD ABOVE J131 BLKG 1.15 LVL 3/4 1 1/8 sE 15 3 18 shear transfer between sheathing panels. R -RIMBOARD JB2 BLKG RFPI-20 3/4 1 1/8 14 3 5 Flareewen 10515 SW ALLEN BLVD BEAVERTON,OREGON 9To05 (503)858-9653 J1 RFPI-20 3/4 1 'I/O 14 15 252 _ J2 RPM-20 3/4 1 1/8 a 28 168 LB -LVL BLOCKING J3 RFPI-20 3/4 1 ve 34 22 '148 '-y° con z.,m. 2-M2 >-'rr PLAN DESCRIPTION/NUMBER: SDDL-56 JB -JOIST BLOCKING J4 RFPI-20 3/4 1 1/b - 6 24 144 R� m a:, Max Mon Max Mon Max On Max a, MaxCUSTOMER: POLYGON J -JOIST GALLOUT J5 RFPI-20 3/4 1 ve 3 4 12 z +e _ r �e z r on z on J6 RFPI-20 3/4 1 1/8 2 2 4 DBL I-JOIST WITHOUT FILLER/INSTRUCTION za• PLAN DATED: 1 0/5/1 5 B -BEAM(FLUSH w/JOIST) N.T.S. Mcrn Accessories z Ie r :e r za r m r za DESIGNER: KAKI L.HENDERSON DATE: 10/1 3/1 5 HDR =HEADER(BEAM BELOW JOIST) H1 IMIT11.88-or-ITTt1.88 9 550-BEAM BY OTHERS FL 1 5-3 4 4 MAIN SHEET:2 of 5 PACIFIC LUMBER COPYRIGHT2DI5 ROSEBURG FRAMING SYSTEM . .W„„ quality engineered wood products for today's builder- ^awrv•�n These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. ^ The plans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber I „•„�, /II II �i Comany.which retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGI DLAM-LVL RI GI DRI M� SOLO m�ocK u� .a«.0,,, ros,s ncory Aeove ..,,,,,,,,,,,„ , III nasruse:orsn si-ooes product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ppsnyrtp FOREST PRODUCTS ROSEBURG Fo�rveoa✓ers .IE' �. BEROETAP,a.,BO� i ^ , copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include / se�ory TO POST heave penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully. BEAM.PR..OF BLOCKS //II0!! RFP1-JolsI * i ���° mn�wtsroemvRoe�cn J' CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,.,,.,.,,,,,,p„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,,,u,.m.,,”510,8„„�`°"°°'"° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM.BLOLKMG PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.Ts. N.T.E. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR L : 5)PROVIDE PROPER SUPPORT AT ALL 4opsf LIVEE OAD LLOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: START START THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD .1-1/2 RFPI-20 5 15"O.G. F-1/2 RFPI-20 5 1 6"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOFLOAD/N6r PATIO I I PATIO Purchaser responsible for approving this 25psf LIVE LOAD 1 / \- ayout prior to any construction. 11psf DEAD LOAD I I I I ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH „2 REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS R 1 J4 J4 J4 J4 J4 l• • J4 J4 J4 J4-14 R 1 RI -4- 4-414-4-4 J4-4-4 J 4 J4 J4 'Z1 WITH THE PDESIGN NCONG CEPTTEONLY EN EAND DOES VIEWED ONOT R ERELIEVEL 0THEAMANCE J 1 J 1 J i J 1 J 1 J1 J 1 J J 1 J 1 J 1 J J 1 J 1 J 1 -1 1 -1 -1 -1 -1 -1 -1 -1 ..1 -1 1 -1 -1 -1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE C.� - - - .__ .-•-.,.-_--._ .__ ._ OVER THI H P DRAWING. FICATIONS LL F WHICH HAV PRIORITY DESIGN DRAWINGS AND SPECIFICATIONS - ..: .. - THIS By: Arnold R,Solomon Date:Oct.25.2017 CT ENGINEERING INC _z oil,• ® ® ® ® ® ® 9 Q CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH A "I REVISIONS NOTED j4 0 NON-CONFORMING-REVISE&RESUBMIT —, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE — - — - _ - z — _ — WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 Y I R1 FABRICATORNENDOR OF RESPONSIBILRY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE / \ PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 2'-3 ,/a' 2-31/5MILBRANDT ARCHITECTS 1 I I I I PORGH -- PORCH � IMPORTANT/ ( 1 I REFERENCE INSTALLATION I I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FL 15-344 (Basement Floor) ,. LEGEND: POLYGON PLANidth OPTION.5CO - m Pacifi umbr Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth HANGER CALLOUT J 1 RP -20 1 3/4 4 1/2 1S 22 530 t ® -SUPPORTING POST J2 RPPI-20 1 5/4 4 1/2 2 12 Z4 & J9 RPPI-20 1 9/4 4 1/2 2 2 4 TRUSSt Z COMPANY ® -POST LOAD ABOVE J4 *FPI-20 1 9/4 4 1/2 13 22 296 R -RIMBOARD R1 OSD Rim 1 4 1/2 1 16 1 12 BASEMENT FLOOR JOIST LAYOUT 1051 5 51N ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING JB1 BLK51.13LVL 1 3/4 4 1/2 1.5E 11 3 39 - SCALE: 1/4"- 1'-0" JB2 DUCE.RPPI-20 1 3/4 4 1/2 11 3 51 PLAN DESCRIPTION/NUMBER: SDOL-SG JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT Accessories PLAN DATED: 10/5/15 B -BEAM(FLUSH w/JOIST) H1 I THO 1 14 50-or-ITT4.5 4 DESIGNER KAM/L.HENDERSON DATE: 10/1 3/15 HDR -HEADER(BEAM BELOW JOIST) BASEMENT BBO-BEAM BY OTHERS PL 1 5-3 4 4 FLOOR SHEET: 1 of 3 J