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Plans (134) 11' Q\A- CSO 1\\ Us-t-\ , 4: S LEGEND: -SS SANITARY SEWER Pacific SD STORM DRAIN 1 Community Design ---------------,_,,,._ ---22-2-1,7 , 276-------- z7b ---___ _- —w WATER LINE �' 229 .',8 ® MANHOLE f 12564 SW Main street Tigard,OR 97223 282 rCATCH BASIN RI 503-941-9484 285.0 .283 DATE: 7/27/2017 2$ 53 0 �Z86 Z REVISIONS .: � S rr „ dfe ,. iti, v a „•- s:.r �, STREET LIGHT NO. DATE DESCRIPTION —�f STRAW WATTLE PERIMETER ''. IT.- '0,. ------ z- -_-7,-7.,HI4., 1r---- ,,,I,' - —19.17'— , EROSION CONTROL 7Ii Ir7$1F .- 1 I1 II rlri { _ _ 32.00' �_ �� FLOW DIRECTION ARROW -- , STREET SECTION, SEE ' 0 CONSTRUCTION DOCUMENTS 1 c �I I 110 ,1 r I 1 ,,,, SETBACK SUMMARY 1 11.00' 5,035 SF €1 5.00' I I_ FRONT SETBACK: 12' s SIDE SETBACK: 3' 111 : BUILDING04 DR-DL 51 € 109 2 STREET SIDE SETBACK: 8' ao ' '1 BFF=295.51 1 I 1 FRONT GARAGE SETBACK: 20' I , FRONT PORCH SETBACK: 8' cq — - ia9 290 ° l� I ��� REAR SETBACK: 15' N �I� 291 292 1293 I•0000011110 �I I REAR COVERED PATIO SETBACK: 10' 294 I GARAGE IN. MI II O ��I I 295 ''' 297 298 'N_ I I mo... r/11O --EIM�"MIT"T"'"I 97 2�3 3t3 3J lI 1100 W ' ;� �i PORCH 302 30 _-....11111......... LOT COVERAGE: N I ' ---- 1 - ,c, RIVER 6.00' 1, _ .z r"- �___. ____ , CD I I PUE, TYP. 1 1 1 I I I t LOT AREA: 5,035 SF 3 13 _ _ cvi L \ _ 18.50 20.00' l• - I TERRACE BUILDING FOOTPRINT: 1,569 SF EAST v * ■ AWA53.0' W 302.8 .. _ COVERED PORCH: 39 SF""' ; , .�- ; 1 COVERED REAR PATIO: 0 SF i tr � ` 4 III,,.. i ��a._ i- arm�i► ��r�il ��alrr► �r►� CANTILEVER LIVING SPACE: 238 SF 111411fallirAW "A,- >milim� , ar� WATER METER -n� / 110 o STORM LATERAL N 'I y DECK AREA: 0 SF t � � (1)ROHANI EUROPEAN PLOT PLAN T, SANITARY LATERAL TOTAL COVERAGE: 1,846 SF 0 I BEECH / FAGUS B ! SW BIRDSONG STREET SYLVATICA'ROHANII' I 36.7 % o li i ', `\ H //', t \\ ‘ I I a \ \ /l IMPERVIOUS AREA: 2,428 SF v -4- o 12) POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD PROJECT NO.: 395-041 2S1 W6 Approved by Planning TYPE. CONSTRUCTION O SCALE REVIEWED BY: PRE Lo LOT 110 (R-7, STANDARD) Date: 1-`l-1�' 10 20 co 4. RIVER TERRACE EAST nitials: Sc- C.Z 16824 SW BIRDSONG STREET 11NCH=20 FEET PACIFIC LUMBER COPYRIGHT 20I4 ROSEBURG FRAMING SYSTEM =� quality engineered wood products for todav's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 501-1,BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI u LAM LVL RI GI DRI M- ^wwp n �h� ,II II ��� Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other "t= ,III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROS POef3f PRODUCTS RO 1eS000CIS ��� BEI-Cal TOROS"' copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per wore infringed,and$100,000 per work infringed willfully. `�IIM RFPI JOIST ,i%�/ �� ��, '�; 0 CONTRACTOR NOTES: P55/6N NOTES: a=^aan.o.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^'� „'-^°a°"""w .'a , MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,.�"- .a,e.+wmm EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPI BLOCKING PANELS WITH BEARING r1ALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHERWISE) 5115. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAF/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START STARTlayoutTHIS iAPLAGEMENTPLAN ONLY. 6LEE50psf LOAD• (DOUBLE) 1 1-1/8 RFPI-20 11.2"O.G. - (DOUBLE) 1 1-'1/5 RFPI-20 1 4.2'O.G. • 3opsf LIVE LOAD Ailk SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® This is to be used in conjunction with 1 2psf DEAD LOAD vJ Architectural/Structural plans.Verify all HERE HERE --------------- shear wall blocking placement and connectors ROOFLOAP/N6: Purchaser for sf LIVE e AD ..______._ _ ...___BS _ _________ R 1 / 5,1 __-_ _____—.____._..__.__.__ 55 ay0 t prior to any col nstruction. g his 27p5f DEAD OLOAD n t . u - 1 .,-'HI 1. , - - L I J 1c 1 i, L I 1 JB= I - - - D 1 -` 1 ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN .11 J . J J J _I J -1 J4 I J - J 4 JI J1 J-1 _ -/1 -1 1 1 1 1 J1 , J1 J1 J1 J1 -1 .11 J1 -1 _1 J1 J1III NON-CONFORMING-REVISE AND RESUBMIT 1 J J i ' J -1 J J. J Ji ' J' J . 1 .,1 -11 J1 -1 _1 -1 1 )i 11 1 ...1 J1 J1 J1 J1 -1 -1 J1 J1 -1 .1 J1 .11 THIS SHOP DRAWING HAS BEEN REVIEWED FDR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 R1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. • By: Arnold R.Solomon Date:Oct,2R,2017 CT ENGINEERING INC m 7 Ir �_ II r A - - - • _ r h —11.._J2JIL_.1L_JtL__JI2 �� I� H 1 i,w� .. __... J, E R,� �L II. - I. H 1 _1 J L JIL JIL Q CONFORMS TO DESIGN CONCEPT —"T--TT 1154 �-5' - - E; it$1iT r 52 J'--moi--- B2 r g�"T-- ��"' 1�` ` '-- -T�4 W ri CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT J2 J2 J2 J2 J2 J2 • - JZ I• B3 ,a �9 J2 _2 �2 J2 • J2 ..2 ..2 J2 .� �2 1 R'1 R 1 I R , , , , THIS SHOP DRAWING NAS BEEN REVIEWED FOR GENERAL CONFORMANCE I 1 I _ „ - I I WITH DESIGN CONCEPT ONLY AND DOES NOT REUEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R 16 e, R 1 DRAWINGS,SPECIFiCATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Ell • PRIORITY OVER THIS SHOP DRAWING. ["- I R 6 I Q 1 .JttA By Rae Hauff Date 10/26/1.7 MILBRANDT ARCHITECTS J J1 1 J1 R1 ,B2 g JB2 1 Jw J= JS - ..6 -,3 J3 _3 -B ,.3 -3 _5 . :.164 . , 1 I PORCH 1 I 1 PORGH C_ L R1 R1 \ START START / FRAMING FRAMING 1 1-'1/a RFPI-20 0 1 9.2"0.0. HERE HERE 1 1-1/8 RFPI-20 0 1 9.2"O.G. /MPORTAN TI REFERENCE INSTALLATION GUIDE FOR ALL FRAMING FL 1 5-339 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:3001_-50 Irk• Materiel Width Depth Grade 0t1 Cut Lt l Tot Lt1 51 RigidLam LVL 3 1/2 1 1/8 2.0E 2 8 1 6 AA DOUBLE I-JOIST CONNECTION SPECS LEGEND: 52 RigicLam LVL. 3 1/2 1 '1/3 2.0E 6 6 WV Filler blocking is not structurally required provided both Pawl" umber �\ 53 RigidL.am LVL. 3 1/2 1 T/8 2.0E 4 4 -Joists are continuouslylaterallysupported t1 }---HANGER GALLOUT Ba RigidLam LVL 3 1/2 1 1/5 2.0E 1 4 14 pp by �-/ B5 RigidLam LVL 1 3/4 1 1/e 1.5E 22 22 connection to the sheathing at the top flange.In ® -SUPPORTING POST 56 RigidLam LVL 1 3/4 1 v8 1.5E 4 4 . . addition,the joint in the sheathing shall be positioned & TRUSS C O M P A N Y ® -POST LOAD ABOVE HDR 1 BIG BEAM 5 1/2 9 1/z 2.1E 3 a over the center of one of the two top flanges to assure R1 OSB Rim 1 1 1/8 9 1 6 144 shear transfer between sheathing panels. R -RIMBOARP J1 RFPI-20 1 3/4 1 1/8 48 20 550 ^- 5150 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)855-9663 LB -LVL BLOCKING J2 RFPI-20 1 3/4 1 1/5 12 5 '12 Na"a'Wi°^ J3 RFPI-20 1 3/4 1 1/6 6 t e toe „aa„;� ,.wa 21HC MIT c-„r 3„= PLAN DESCRIPTION/NUMBER: 3DDL-56 JB -JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 1 1/5 1.5E 18 3 54 R llG a MaxNn Max an MaxeC, Max Nen my JB2 BLKGRFPI-20 1 3/4 11 1/8 10 3 30 '"'�'” '" CUSTOMER: POLYGON J -JOIST GALLOUT - DBL I-JOIST WITHOUT FILLER CONSTRUCTION x z +n = +e' r zr r :a z' cc PLAN DATED: 10/5/1 5 B -BEAM(FLUSH w/JOIST) Accessories N.Ts. r ,a c ,e r :a z zm z :c Al MIT411.88 20 h,. DESIGNER: KAM/L.HENDERSON PATE: 10/12/15 NPR -HEADER(BEAM BELOW JOIST) H2 MIT 11.55-or-ITT 1 1.88 16 H3 HUG41 O 1 BBC,-BEAM BY OTHERS PL 1 5-55 CI MAIN SHEET:2 of 3 - •'W� R PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" °"° a' _ quafr7y engineered wood products is today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. n....�wm,:m fWtlX ,I' I' ��' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRIM- 1NSTALL SMASH SLOG,. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \�� ' `III BELory TO POST ABOVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or p�'� copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include aostswto aoarsr vrto°�e�a wwlv�roear°¢olouets i \\� penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully. - •OMS 40P RFPI JOIST CONTRACTOR NOTES: PE5I6N NOTES: """`°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ""74:::=S. 71 m' a , 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPBLOCKING PANELS WITH BEARING WALL PosT LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA I (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. H.T.S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 16"O.G. SLEEP/N6 AREAS: START START TN/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD FRAMING I I This layout is to be used in conjunction with 1 2psf DEAD LOAD 1 1 FRAMING Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOPLOAD/N6: HERE PATIO I PATIO HERE Purchaser responsible for approving this 25psf LIVE LOAD Fps / ayout prior to any construction. 1-rpsf DEAD LOAD SID, v Y ulo . . .. . . . ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN JJS J5 ;2 JB2 _ 111NON-CONFORMING-REVISE AND RESUBMIT :�----s- :�-„�.„„-.- . :—:+oc. a:--e-:t —. --_- ---5 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1.11 -1 J1 J1 J1 - 1 J1 -1 J1 J1 J1 1 J1 J1 J1 J1 -1 1 J1 .Ji J1 J1 -11 J1 J1 J1 J1 Ji R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J2 J2 J3 J3 J3 J3 J3 J3 J3 J3 J3_3 J3_3 J3 J3 J3-3 -3 J3 J3 J3 2 J2 OVER THIS SHOP DRAWING. R1 R 1 By: Arnold R.Solomon Oats:Oct.25.2017 CT ENGINEERING INC _ „,___. „t c_.,c.e�c:1C'_.: -„_e: ._--,.:-lir'>.. _ - - - :=8=:':=,= := r:2:={ : =:a =:— ❑x CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED `4 `4 ❑ NON-CONFORMING-REVISE&RESUBMIT in 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 / '\ R1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 � FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN 46\e„ - R 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE . .,E,. PRIORITY OVER THIS SHOP DRAWING. "1 R1 By Rae Hauff Date 10/26/17 9'-21/8” 9'-2-x/8" MILBRANDT ARCHITECTS PORGH --r PORCH l L I I I • IMPORTAN TI REFERENCE INSTALLATION PL 1 5-33 9 (Basement Floor) GUIDE FOR ALL FRAMING POLYGON PLAN OPTION:3DDL-SG PETALS AND I-JOIST INFORMATION Mrk* I Material I Width I Depth I Grad Qty Gut L4 Tot Lt 1 J 1 RFPI-20 1 3/4 9 1/2 1 4 24 336 LEGEND: J2 RFPI-20 1 3/4 9 1/2 2 26 52 //--�� J3 RFPI-20 1 3/4 9 1/2 10 28 280 ( H )—-HANGER GALLOUT J4 RFPI-20 1 3/4 9 1/2 1 8 8 PacifIè .umber ��JJ J5 RFPI-20 1 3/4 9 1/2 1 20 20 ® -SUPPORTING POST J6 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT COMPANY ® -POST LOAD ABOVE R 1 OSB Rim 1 9 1/2 8 16 125 & TRUSS U S S JB1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 13 3 39 SCALE: 1/4"- 1'-O' R -RIMBOARD JB2 BLKG RFPI-20 1 3/4 9 1/2 26 3 18 5930 JEAN ROAD LAKE OSPNEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3DDL-SG JB -JOIST BLOCKING Accessories CUSTOMER: POLYGON Hi ITHO 11950-or-ITT9.5 4 J -JOIST CALLOUT PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) DESIGNER: /CAM/L.HENDERSON DATE: 1 0/1 2/1 5 HDR -HEADER(BEAM BELOW JOIST) HBO-BEAM BY OTHERS • PL 1 5-3 3 q B FLOOR T SHEET: 1 of 3 Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT POLYGON THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLAN OPTION:300E-SG FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 14"OPEN WEB JOIST @ 19.2"O.C. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PL15-339 UPPER OVER THIS SHOP DRAWING. 10/20/2017 By: Arnold R.Solomon Date:OCt.25,2017 CT ENGINEERING INC VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE T RM1 ). 5-00-12 j, ❑X CONFORMS TO DESIGN CONCEPT _ O CONFORMS TO DESIGN CONCEPT WITH Products REVISIONS NOTED ` PIotID Length Product Plies Net Qty NON-CONFORMING-REVISE&RESUBMIT - `�. RMI 43-00-00 1"x 14"APA Rim Board 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE e RM1 41-00-00 1"x 14"APA Rim Board 1 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 37-00-00 1"x 14"APA Rim Board 1 1 0111151DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. - RM1 11-00-00 1°X 14"APA Rim Board 1 1 By Rae Hauff Date 10/26/17 RM1 5-00-00 1"x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS 7 i3: RM1 400-00 1"x14"APA Rim Board 1 1 LU'- LL "- oW © "- I'- " O E E 2 u_ C> 2 BM1 8 00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM4 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I A� 11-05'A BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ �._� BM5 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 RM1� u" M15� - -°�J`- '''=`� � ` -v-w--��� - BM6 20-00-00 7 X 14 BIG BEAM 1 1 0 HI6-05 1 jr+ i 12-05-04 I ii i BM7 15-00-00 3-1/2 X 14 BIG BEAM 1 1 141 1111 BMS 14-00-00 5-1/2 X 14 BIG BEAM 1 1 I IIBM9 13-00-00 5-1/2 X 14 BIG BEAM 1 1 I M •_ ��«- BM10 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I III BM11 11-00-00 3-1/2 X 14 BIG BEAM 1 1 I I RM1 , �; - t; A, BM12 9-00-00 3-1/2 X 14 BIG BEAM 1 1 a'..--...s—..ice-,.rte=s..... _ L L� Ct .L L L� L BM13 8-00-00 3-1/2 X 14 BIG BEAM 1 1 Mi IM BM14 7-00-00 3-1/2 X 14 BIG BEAM 1 1 A— ^ BM15 6-00-00 3-1/2 X 14 BIG BEAM 1 1 Y 11 �o .I- FLOOR LOADTNC40 LL16 DL X41-010A II '-`` L` li R • BK1=BLOCKING--RM1=RIM BOARD �s BK V I r--,, `LL `o ,0 I a Ml.. II y= — i i -- -- ACCESSORIES QTY W Lr LL 5 U II 1 I OA TH017140-2 60 C , , © HUC412 2 1 I 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' LL �6_, o� lr c 0 0 nL. , © HGUS410 1 tr, "�77 u- U-II,, m 8-03-0 0 ii m' 8-03 I.0 —�—, , I I1 I s—�—� _a_ ! SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM10It L ! �,- I I _-aB LI •® IBM2 �BM11� 11I "- - -a-�-� l1 I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. BM7 a !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! I � SHEET 3 OF 3 JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1'-0" Pacifi umber & TRUSS COMPANY