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Plans (85) 1/4r -c-a •k - ai-J•\\U--,) k s\:_ 4L-k C.-\,c) trik <<L)cyj s1-7 LEGEND. __ —SS SANITARY SEWER Pacific — _ 281 I SSD TORM DRAIN Community ----- _ ¢ a fr 29 Design —w WATER LINE 12564 SW Main Street h C1 MANHOLE Tigard,OR 97223 -----------m® `— „ 74.E �, 6.00' 293It CATCH BASIN m 803-941-94874 ' l'-' 151- 51- DATE: 7/27/2017 292.1 �,,.� 294.1 PUE, TYP. u-, REVISIONS 55 0 294' STREET LIGHT NO, DATE DESCRIPTION 1.) x 3 v. F;'k..,.. , Y b;„'e.: Y [,_�� , � aDay � 4'4* ` 1 15.17' 295 a . STRAW WATTLE PERIMETER y EROSION CONTROL 28.00' I �� 1All 111 �� FLOW DIRECTION ARROW III � z6 STREET SECTION, SEE 1, (2) GOLDENRAIN0 CONSTRUCTION DOCUMENTS — \- 1 i, 11.00, TREE / s 104 �' KOELREUTERIA /' PANICULATA Thea 4.00' 5,183 SF I SETBACK SUMMARY �' i BUILDING: SD-DL iIII- _ l ,,j��„ 1n eft FRONT SETBACK: 12' E ; , ;I I FF=307.65 t` SIDE SETBACK: 3' 105 1 cm B1FF=298.65 �' 29c9' $C STREET SIDE SETBACK: 8' CO �,� FRONT GARAGE SETBACK: 20' N I 1 1110 FRONT PORCH SETBACK: 8' a 411 REAR SETBACK: 15' N I TSI GARAGE i 297 z � I10:0” REAR COVERED PATIO SETBACK: 10' L�■11 298 ,. .. .:. W o Iel AML 30th 299 �� 1 IP' '' iZ I I 3f72 301 II ,Ia } 3t Z,..L.,_ ,.. w i iim-- � 3U 3 11 """moi4114 A a LOT COVERAGE: = I I 3t 346 alai�MI1111rn... - , .+ gia, -111 -.m,r,,.op-.11...... Aff 1.- ' 6.00' --_" -----'I -_- PORCH �, ', ►r��, VISION = RIVER PUE, TYP. c II�iti~s CLEARANCE -3 02�� LOT AREA: 5,183 SF "' L °= s � TRIANGLE TERRACE v — —_ -_— — I 22.00' 17.42' 4 19.00'41114:11111101T.111§ ,� *, 1 3 '" BUILDING FOOTPRINT: 1,826 SF —j4 — '�,►%'�„.„ ..`„° "' EAST I r'�la4l"�......� tia l J #i + � . ,, COVERED PORCH: 54 SF o ;,,,/ I r I� 41.0' 302.8 .•-' 33 j � F♦ �/JI/ar•I� � �I t .�V//i+ I COVERED REAR PATIO: 0 SF c- a-,r I, , r►�'� CANTILEVER LIVING SPACE: 229 SF 0 ,�, i A.. . ' �+ STORM LATERAL wavemir 104 SANITARY LATERAL......_ WATER METE_ ,,,,, Rlir DECK AREA: 0 SF PLOT PLAN a� � h 441 es TOTAL COVERAGE: 2,109 SF ° 1 (1)ROHANI EUROPEAN �' ` B SW BIRDSONG STREET BEECH / FAGUS i o `, SYLVATICA'ROHANII' 40.7 %' s `C -0 qty '"`~. s i t y ° All le,� � 1 Iii f 3 "Irk ,%�� \ y . IMPERVIOUS AREA: 2,752 SF D_ '0 v 0 i m c POLYGON NORTHWEST (503) 221 -1920 O� TIGAR� 2S 1 W6i'proved b P Tannin PROJECT NO.: 395-041 TYPE: CONSTRUCTION LOT 104 (R-7, STANDARD) a#e: 3 _ g 5 DSCALE REVIEWED BY: PRE 0. RIVER TERRACE EAST Lo initials: C ° 16944 SW BIRDSONG STREET 1INCH=2°FEET _ PACIFIC LUMBER COPYRIGHT Y015 ROSEBURG FRAMING SYSTEM- ===.74.-.6::: "" ""'"" qualify engineered wood products for today's builder' i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. �� FROM ABOVE The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber w .:. Ik II Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL RI GI D RI M- /� I,p,,,7 III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 'G,' ro ` i BEI-0,4 rorosrnsove 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$100,000 per work infringed willfully. \�II� ;eRFPhJolsr \,..$, CONTRACTOR NOTES: PE5/6N NOTE5: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .-,`:Z'°'°"'` mm"°`-'m MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR SCALE: 1/4"- 1'-O" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOCKING FANELG PITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.rs. Kis. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD (DOUBLE) 11-7/.9 RFPI-20 it,19.2"O.G. (DOUBLE) 1 1--1/8 RFPI-20 @ 19.2"O.G. 1 5LEEP/N6 AREAS, SEE SHEATHING NAILING ATTACHMENT NOTEIiIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® TH/S/5 A PLACEMENT PLAN OWL Y. 30p5f LIVE LOAD This layout is to Me used in con junction with 1 2psf DEAD LOAD START START Architectural/structural plans.Verify all FRAMING FRAMING =hear wall blocking placement and connectors ROOFLOAD/N6: Furchaser AD /HERE H -E ayout prior to any construction.approvinge for ovthis 1 2lpsfsf DEADLIVE OLOAD I :7 1 - pr ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 1 REVISIONS AS SHOWN 1 Wilt ❑ NON CONFORMING REVISEAND RESUBMIT -I J J 1 J J J J I R1 R1 I I I I I IIT THIS SHOP DRAIIING HAS BEEN AEVIEtlED FOA GENERAL CONfORMANCE J J1 J) J' -./1 J J ,!I' VYITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE 3 -$ -3 -3 -3 -3 -3 -3 1 I� FABAICATOAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE R1 J3 .13 J3 ..3 J3 ..3 J3 J3 �II= `" DESIGN DRAWINGS AND SPECIFICATIONS ALL OF RICH HAVE PRIORITY h II - I�c �`' - I a I c - I. OVER THIS SHOP DAAYiING. -..1: .3 ..3 J3 J35 J I J I J3 - i'_ �- is i` '"` 'f� I- '- By: Arnold A.Solomon Date:Ont.25,2017 /1,1166.v.41'.1.71, - CT ENGINEERING INC�Ia a XCONFORMSTODESIGNCONCEPT� +:. -I ❑CONFORMSTODESIGNCONCEPTWITHR,1 td'R _ REVISIONSNOTED.mMW=linallEilM.II ''I ❑ N0N-CONFORMING-REVISE&RESUBMIT" - titrL ® ' _ THIS SHOPDRAWINGHASBEENREVIEWEDFORGENERAL CONFORNJtNCE f� rgR1 rr J3 1i 'i i I II II II II II WITH DESIGN CONCEPT ONLY AND DOES NDT RELIEVE THE R 1 DRAWL ATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS. THISSH ONS,AND APPLICABLE CODES,ALL DF WHICH HAVE 1:R1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDTARCHITECTS. JI�'2 + E II 1I I :_R1 R11I'JR1 ..4 -4 -4 1' J4J4 J2 J2 J2 J2 JP J2 �. JI• J• J �:�:=---D : a Jam:._�: - III ' B2 • . T ' f 113. • 1 I PORCH I 11 I I PORCH /MPORTAN77 R1 R1 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 11-1/S RFPI-20 e 1 9.2"O.C. - 11-1/8 RFPI-20 a. 19.2"0.C. DETAILS AND I-JOIST INFORMATION UPDATED 10/24+7 K. LEGEND: PL 15-344(Main) __ DOUBLE I-JOIST CONNECTION SPECS POLYGON PLAN OPTION.SDDL-5G •J pac�f umber Mrk a I Material Width Depth brad) aty Cut Ltp rot Lrh Filler blocking is not structurally required provided both H -HANGER GALLOUT R1 0513RIm 1 1/e 11 16 I t-r6 1-Joists are continuously laterally supported by ® 51 RIgiALam LVL 5/4 1 1/8 1.5E 2 4 5 connection to the sheathing at the top flange.In SUPPORTING POST 52 RIgiALam LVL 5/4 1 1/8 1.5E 1 6 6 addition,the joint in the sheathing shall be positioned COMPANY ® a5 RigidLam LVL 3/4 1 1/e 1.5E 1 22 22 over the center of one of the two top flanges to assure & TRUSS -POST LOAD ABOVE J51 BLKG 1.15 LVL 3/4 1 1/8 1.5E 26 3 18 shear transfer between sheathing panels. R -RIMBOARD JB2 31-KG RFPI-20 3/4 1 1/B 15 3 45 g p 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 J1 RFPI-20 3/4 1 1/8 14 18 252 _/'/ LB -LVL BLOCKING J2 RFPI-20 3/4 1 1/8 6 28 165 48 �•- H.eaiis r PLAN DESCRIPTION/NUMBER: SDDL-56 J3 RFPI-20 3/4 1 1/8 22 148 nS':aut +aa zv+a zc++a z-:7 JB -JOIST BLOCKING J4 RFPI-20 3/a 1 ve 5 24 144 spa }? USTOMER: POLYGON J -JOIST GALLOUT J5 RFF1-20 3/4 1 1/3 3 4 12 ev '^"' urn mu Min Max NW Max Mn mar r4o Maxmu J6 RFPI-20 3/4 1 1/8 2 2 4 PBL I-JOIST WITHOUT FILLER CONSTRUCTION r +e z +a z za r ze z za- PLAN DATED: 1 O/8/1 5 B -BEAM(FLUSH w/JOIST) N.T5. Accessories z :e z +e r i< r za r 2.1" DESIGNER: /CAM/L.HENDERSON DATE: 1 0/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) H t IMIT 11.88-or-17711.88 9 m" EEO-BEAM BY OTHERS PL 1 5-3 4 4 MAIN SHEET:2 of 3 'W"Rrc� .N� PACIFIC LUMBER CDPYRIGHT20I5 ROSEBURG FRAMING SYSTEM'" Baa�m,:a" quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. SYSTEM— ==== :i,,. ,I �� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber 10C„" ;,, Company,which retains copyrights to,and ownershipof the tans.Use of these lens byanyother I,III� product supplier other thanPcific Lumber Companis strictly prohibited.Unauthorized ue or RIGIuLAwr LVL RIG�R�IYIS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include CTS �� 1=7-- `� BELOW TO POST ABOVE. penalties of up to$20,000 per work infringed,and 4100,000 per work infringed willfully. ION SERI FPI Jo sT e.,.„a.o. II/i%' .4.-I��/ III CONTRACTOR NOTES: DE5/6N NOTES: �.y� ,� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS fOj11e, ^�-^^ ..-..a,a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,w (UNLESS NOTED OTHERWISE) - EXCEED THE LIVE LOAD RFPi BLOCKING PANELS NTH BEARING YVALC ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 KIS. N.Ts. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS START START TH/5/5 A PLACEMENT PLAN ONLY. SOpsF LIVE AREAS: 30psf LIVE LOAD 9-1/2 RFPI-2O 5 1 5.O.G. FRAMING FRAMING 9-1/2 RFPI-20 S 15"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOFLOAD/N6: PATIO 1 / \ I PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. t 1psf DEAD LOAD IRI ® CONFORMS TO DESIGN CONCEPT Eil CONFORMS TO DESIGN CONCEPT WITH J2 ,.2 REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT • THIS SHOP DRAWING HAS BEEN REVIERED FOR GENERAL CONFORMANCE R1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J4 J4 J4 J4 J4 J4 JW J4 J4 J4 J4 J4 J4 RI R1 -4J4J' J4-14-14 J4 J4..4J4-14J4J' ,1 ,1 -.1 -1 .,1 ..1 ..1 J1 -1 _1 .,1 -1 -1 -1 -1 E.1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE =:7:=b=-:=:�:=V=:=�: 2=:�:=n=:=:s:=:�:=a=I =:r—: ;;.-;.- --- - -- - _. _ DESINDA WING SPECIFICATIONS ALL OF WHICH HAVE PRIORITY __ ___ __ _ DRAWINGS AND ECI - -— OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25.2017 CT ENGINEERING INC J2 J2 E El E E El El I El & Q CONFORMS TO DESIGN CONCEPT (\x ,7sic ri CONFORMS TO DESIGN CONCEPT WITH A A REVISIONS NOTED r--I" ^J.a ❑ NON-CONFORMING-REVISE&RESUBMIT ' • , - I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE (Z 1 - — R 1 - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE / PRIORITY OVER THIS SHOP DRAWING. -3 1/$„ By Rae Hauff 2-3/ Date 10/26/17 MILBRANDT ARCHITECTS 1 I 1 I 1 PORCH F'ORGH I IMPORTANT! I I I REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FL 15-344 (Basement Floor) LEGEND: POLYGON PLAN OPTION.SDDL-SG Mrk* Material Wrath Depth Grade 9 Gut Lth Tot Lth, Pacufi .uiiiber 0.....HANGER CALLOUT J1 RPP1 I-20 1 3/4 4 1/2 1 5 22 330 ® -SUPPORTING POST J2 RFR-20 1 9/4 4 1/2 2 12 24 & TRUSS 5 J9 R1441-201 9/4 4 1/2 2 2 4 COMPANY ® -POST LOAD ABOVE J4 RPM-20 1 3/4 4 1/2 19 22 266 R -RIMBOARD 121 OSB Rim 1 4 1/2 1 16 1 121 BASEMENT FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON g1005 (503)555-9653 LB -LVL BLOCKING .J91 SLK&1.15 LVL 1 3/4 4 1/2 1.59 11 3 33 SCALE: 1/4"-1'-O' JB =JOIST BLOCKING J92 3LKG RPPI-20 1 3/4 4 1/2 11 3 51 - PLAN DESCRIPTION/NUMBER: SDDL-SG CUSTOMER: POLYGON J -JOIST CALLOUT Accessories PLAN DATED: 10/5/15 B -BEAM(FLUSH w/JOIST) H1 I THO 11450-or-ITT4.5 4 DESIGNER: KAM/L.HENDER5ON DATE: 10/13/15 HDR -HEADER(BEAM BELOW JOIST) 550-BEAM BY OTHERS PL 1 53— 4 4 BASEMENT FLOOR SHEET: 1 of 3 Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE POLYGON WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PLAN OPTION:SDDL-SG DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PL15-344 UPPER OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25,2017 10/20/2017 CT ENGINEERING INC 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS X❑ CONFORMS TO DESIGN CONCEPT START FRAMING HERE ri CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED tM1f Products v Q_=� v pp 1 ,------m ,- . rrr=p n-� �_® ® � PIotID Length Product Plies Net Qty ❑ NON-CONFORMING-REVISE&RESUBMIT I I �igyl21 RM1 48-00-00 1"x 14"APA Rim Board 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RM1 40-00-00 1"X 14'APA Rim Board 1 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I:. RM1 38-00-00 1"X 14°APA Rim Board 1 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 12-00-0O 1"x 14"APA Rim Board 1 2 PRIORITY OVER THIS SHOPDRAWING. By Rae Hauff Date 10/26/17 , . RM18-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00.00 1"x 14"APA Rim Board 1 2 MILBRANDT ARCHITECTS RMI 2-00-00 1"x14"APA Rim Board 1 2 LL __ , 0 0 5 o 5 LL BM2 7-00.00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 Li_ L2_ LL BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 _ o o a a o 0 a 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 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 =` `� BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 C-- - —;.—, • • __ _ _Mc - BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 17MI BM3 } 1 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - — p ' IAO 0 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 V.1 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BMI1 . BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 m Fri BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 5J0-0C C o BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 g I. � 2 y `` BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 o a o po �� 00 BM11 4-00-00 8602 1 1 I OI Q ---IBM5 :•M BK1=BLOCKINGRM1=RIM BOARD FLOOR LOADING40 LL15 DL L,, =4 - = =r_ 1 Q:.3117 i I.. ismo••• , , _ t 1I!!111 ACCESSORIES QTY O THO17140-2 26 © TFL1714 3 r- r,. r,, V. LL - - _ 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' `� u. _ u.. ii 1i ri r� ,, tO rte, m . I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ad CI I � I (� m I 5-0?-04 1 K � IIIK1gp{,-04[ / I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I F6 s a M �_� _ '- _A__� i'-' a - -L• 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' + I iBM5' RI R41 I.,......'"*...."— II I JOIST WITH RIM SHEET 3 OF 3 _ (24x36 SHEET) SCALE:1/4"=1'-0" Pacih umber & TRUSS COMPANY