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Plans (128) C`t\ i s1S- ( C tC' \u s\. C 1Cs" (- . LEGEND: —ss SANITARY SEWER Pacific Community 27a __._ -__-- SD STORM DRAIN Design --277 ______ _- —w WATER LINE 280 12564 SW Main Street2MANHOLE Tigard,OR 97223 31 282 283 288.2 [T]503-941-9484 285.5 284285 286 CATCH BASIN 53-0. DaTE. REVISIONS 7iznzon iF, B.,ri.:. 'e.,'4, m< &.'>,+u..¢ ,' x� :..'&f &.: •,: --.,r' 'Yp3 ' 4 ....•'F' d�' 287 288 ' __. '1 ..r— :i - � NO. DATE DESCRIPTION STREET LIGHT .11111111111111111.11111111111 11111 _1 .1 STRAW WATTLE PERIMETER I _� T EROSION CONTROL II / -r-11- I30.00' – I I I I ...40. FLOW DIRECTION ARROW STREET SECTION, SEE I l_ I I r I I Li I © CONSTRUCTION DOCUMENTS I 107 II 8.21 = 5,035 SF 4.79' I SETBACK SUMMARY IBUILDING: 5AR-DL III I FRONT SETBACK: 12' _ ' FF=311.31 SIDE SETBACK: 3' I� 108 Io I ' I BFF=302.31 iI 106 I STREET SIDE SETBACK: 8' 00 i I. , E FRONT GARAGE SETBACK: 20' I, _Il , :I i moo I FRONT PORCH SETBACK:. 8' I ~I ■� 300 301 30� I GARAGE lel REAR SETBACK: 15' II 10111,00.101111001......00.11.1.0IMSC 303 I 30410■■MMI REAR COVERED PATIO SETBACK: 10' nn o r l I� IM%�111111 I�•�I 3[51 ■E�306 � .. 11111 '1101111111110111 LL,w IroImorn, 11' .. , 1_ 1_1r1111_1.11r r�_i ili i I�Ilr�rll3 308 II LOT COVERAGE: N NN I PUE, TYP. I ' __ PORC�� iJ -- IRIVER 4I I' I I LOT AREA: 5,035 SF 18.00' 15.21'— TERRACE v ---- - BUILDING FOOTPRINT: 1,814 SF EAST o .. Amu . . , , COVERED PORCH: 52 SF o i. t . _ 309.2 � •""'i � � Witdrarir 11 V a rfrA el% i' COVERED REAR PATIO. 0 SF wismwesmailmmiiiiiiiiiingamiiiAmmmii WRIE ► N4 ., I _ CANTILEVER LIVING SPACE: 257 SF o "44 "Van" (1 )ROHANI EUROPEAN f! 107 a STORM LATERAL WATER METER BEECH / FAGUS `►r. DECK AREA: 0 SF PLOT PLAN iss as us - ( SYLVATICA'ROHANII' ! TOTAL COVERAGE: 2,123 SF o 1 B 1 SANITARY LATERAL` SW BIRDSONG STREET -----,--.$, i ..) r 6 y"w`,,� ‘wfunrAirs4, � s5 42.2 % Mil E: 1 G'S' c 411iiia N I. Ii. \ vi.- k ii liillilak illikk \ IMPERVIOUS AREA: 2,702 SF 0 v 0 2 POLYGON NORTHWEST (503) 221 -1920 0. L;ITY OF TIGARD PROJECT NO.: 395-041 2S1 W6 Approved by Planning TYPE: CONSTRUCTION LOT 107 (R-7, STANDARD) date: -L�"ig SCIAOLE REVIEWED BY: PRE RIVER TERRACE EAST initials Sc 16878 SW BIRDSONG STREET 1INCH=20 FEET Q PACIFICLl1MBERCDPYRI6HTYDl5 ROSEBURG FRAMING SYSTEM' .. i qualify engineered wood products for today's builder- "°""'m°''-`"� These lane and the designs are copyrighted under Federal Law byPacific Lumber Company 201 5. P 9 P N The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RI GI D RI M- ta.n� "`°�nti��"» ,I�to Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other Ail,r ` sa�oW ro rosT naovE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or- __ 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. i ��II10. 4 -*RFPI-JOIST /�I� IIh� ROSISYNG f ,RLS �„° fl CONTRACTOR NOTES: DES/6N NOTES: '°^'""'°" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,",,;„'T,,, "'" „w.,..,P`-"° MftIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN EXCEED TDHEOR LIVE MEELOAD °' (UNLESS NOTED OTHER W ISE) SCALE: 1/4"- 1'-O" • 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOGKNG PANELS WITH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) N.TS. N.TS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 1 2D SHEARWALLS 1 psf DEAA D LOAD (DOUBLE) 1 1-1/8 RFPI-20 e 1 9.2"0.C. (DOUBLE) 1 1-//8 RFPI-20 e 1 9.2"O.G. SLEEPIN6AREAS: �7 SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® THIS/5 A PLACEMENT PLAN On Y- 30psf LIVE LOAD This itectuayout is t/ trbctusudr inconVerify with 12psf DEAD LOAD 5 RT START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: AMINO FRAMING °urchaser responsible for approving this 25psf LIVE LOAD \ HERE HERE ayout prior to any construction. 1-Ipsf DEAD LOAD B3 Si R 1 B3 \\ 1 Il Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 1-- -I jig REVISIONS AS SHOWN .111 J J I J I J I J I J 1 R 1 151 I I 1 ✓I 'I 1 1 'T 1 _1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT J1 J Ji J' J J1 P IN 1 J7 1 J1 J1 I1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _15 3 $ _3 3 ...15 3 ...15 3 3 1 J i7� _3 ,- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I_ 3 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 j- 5 J3 J3 J3 J3 i. J3 J3 _I' t J3 JS .43 3 J6 3 3 3 -1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. ..5 J5 J. .13 .6 $ J3 3 JS % - a J p J 5 J. -. JB 5 .13 3 ..$ floc I e 3 3 J3 By: Arnold R.Solomon Date:Oct.25,2017 CT ENGINEERING INC R " .'?" ".'z.'...'..." ElCONFORMS TO DESIGN CONCEPT li ! 0 CONFORMS TO DESIGN CONCEPT WITH Si SIP E}I2 ,I R I REVISIONS NOTED R 1 JP i 4 e - # -il, Li R t _ - IT El NON CONFORMING REVISE&RESUBMIT .'I I I - I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 51 Q I I R 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL DF WHICH HAVE 101 I PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS ' e t Jam e i- 1 J y1�/ I 1 rJ6 _ `_' R1 R1 11" ^� R1 ..4 .,4 ,.4 J4 J4 J' J2 J2 J2 J '? J2 • -2 .12 -42 _2 J4I J) R1 • : : :I ---er-: _—tom—:—: _ - JE 2 J'::2 OM1 . I' I-7 . •I I I 1 1 I PORCH 7 R 1 IR 1— PORGH � IMPORTANT! I 1 1 I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 1 1-1/8 RFPI-20 e 1 9.2"O.G. 1 1-i/5 RFPI-20 e 1 9.2"0.C. DETAILS AND I-JOIST INFORMATION • UPDATED IU0M>RW DOUBLE I-JOIST CONNECTION SPECS LEGEND: PL 1 5-342(Main) ® Filler blocking is not structurally required provided both pack ber POLYGON PLAN OP110N:SADL-SG I-Joists are continuous) lateral) supported b 0___HANGERGALLOUT Hrke I Material width Depth Bradt (3tM Gut Lit Tot LN y y pP y R1 0513 Rim 1 va 11 16 tab connection.to the sheathing at the top flange.In ® -SUPPORTING POST _ B 1 RlgkLam LVL 3/a 1 v6 1sE 2 a e / addition,the joint in the sheathing shall be positioned & TRUSS COMPANY ® B2 Rlgldaa LVL 3/4 1 1/5 1.5E 1 6 6 over the center of one of the two top flanges to assure -POST LOAD ABOVE B3 ROIALam LVL 3/4 1 T/e 1.5E 1 22 22 shear transfer between sheathing panels. R -RIMBOARP .B 1 BLKG FPI LVL 3/4 1 1/5 1.5E I s 3 48 / g .82 BLKG RFPI-20 3/a 1 ve 15 3 45 / Flange 70515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING J1 RFPI-20 3/4 1 T/B 14 18 252 -------- - -- --- J2 RFPI-20 3/4 1 1/8 6 28 166 -� S...�.e :-y° tins• 2.s 2-1/7 31/7 PLAN DESCRIPTION/NUMBER: SADL-5G JB -JOIST BLOCKING .3 RFPI-20 3/4 1 1/B 54 22 745 N.ns,.are Max N m N m m wb R.,....°. M�° ." M. . a �. M. Max CUSTOMER: POLYGON J4 RFPI-20 3/4 1 1/5 6 24 144 J -JOIST GALLOUT J5 RFPI-20 3/4 1 1/8 5 4 12 DBL I-JOIST WITHOUT FILLER CONSTRUCTION r 1e r 1e z 24r 24z 20. PLAN DATED: 1 0/5/15 J6 RFPI-20 3/4 1 1/5 2 2 4 N.T.S.B -BEAM(FLUSH W/JOIST) z 1e r O. r 20r 24. r 2e °" DESIGNER: KAM/L.HENDERSON PATE: 1 0/1 3/1 5 HDR =HEADER(BEAM BELOW JOIST) Accessories H1 1HIT11.8B-or-ITT11.88 9 BBO-BEAM BY OTHERS FL 1 5—3 4 2 MAIN SHEET:2 of 5 PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM'" „.,u..N-,-� a- �• ,II ' quality engineered wood products for today's builder - ,....N... These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. 11 A ,I' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGID LAM LVL RI GI D RI I V <`^"" sow swcK u� ;, „... II rows MOM ABOVE Company.which retains copyrights to,and ownershipof theplans.Use of theseplans byanyother ,,,,,,,,x,„r,,, rO seArsi�as�orv. �ro.� , 'usr..PTsm,',7.1:="AVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or i ��r gmppyp? y mG pppgr p�ppVO� ,I�I ' �, _ rsR versa co in of theseplans,infringes rights under the Copyright Act.Infringes face liabilities that include Gcopying 9 99 �� `` ae�ory ro rosrnawe. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. \� // 1 �RFPFJOisT ROSIBuRGIVRESTPROONCTS CONTRACTOR NOTES: PES/6N NOTES: >_„.••- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS wa7. m� "u-oz„rN—a-„e 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �u�o-„.�x...,,wwmw-- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•BLOCKING PANELS PITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) N.Ts. KTs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6, 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5LEEP/N6 AREAS: • TART START THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD • 9-1/2 RFPI-20 0 1 6”O.G. 9-1/2 RFPI-20 e 1 6"O.G. This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOFLOAD/N6: PATIO I / \ I PATIO Purchaser responsible for approving this 25psf LIVE LOAD I layout prior to any construction. 11 p5f DEAD LOAD I A 1 - n 1 nom. a J V' a . . a B "---r — ' Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 2 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 .11 J1 .!i J1 11 11 J1 11 11 J1 :1 11 J1 11 'Mi-44' 'Mi-K' '" J4 J4 J4 J4 J4 R1 R1 -414-4J4_4-4-4-414..4-4.,4-4-1 .,1 -1 -1 _1 _1 ..1 _1 .1 -_1 ._1 .1 J1 _1 -11 NG1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. =1owi ;E: 1—:=IC:=:=:=:[CC: : .....=:='='�:ce:=:,=.'=:C _._-_ By: Arnold R.Solomon Date:0A.25,2017 CT ENGINEERING INC J2 J• ❑X CONFORMS TO DESIGN CONCEPT IS El - El El Et El 9 ri CONFORMS TO DESIGN CONCEPT WITH ,J REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT A A THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I I , - - ' APPLICABLE CODES, DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - T � s DRAWINGS,SPECIFICATIONS,AND ALL OF WHICH HAVE R 1 R1 PRIORITY OVER THIS SHOP DRAWING. / \ By Rae Hauff Date 10/26/17 2.31/: 31/8„ MILBRANDT ARCHITECTS I I - I I I I I I PORCH r I PORCH IIMPORTANT/ I REFERENCE INSTALLATION L J L i GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-342 (Basement Floor) PacifI3(.uniber HO—-HANGER GALLOUT POLYGON PLAN OPTION.5ADL-5G Mirk* Material Y4idth Depth Grade Qty Gut Lth tot Lth & ® -SUPPORTING POST 11 IR-FPI-20 1 3/4 q 1/2 15 22 _- 3!O_ TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9- 1/2 - 2 12 24 R -RIMBO ARP J3 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 10515 5"ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)358-9663 14 RFPI-20 1 3/4 9 1/2 13 22 266 LB -LVL BLOCKING R 1 C5B Rim 1 q 1/2 7 18 1 12 - SCALE: 1/4"-1'-O" PLAN DESCRIPTION/NUMBER: 5ADL-SG JB -JOIST BLOCKING ,151 SLICE.1.75 LVL 1 9/4 9 1/2 1.5E 11 9 35 CUSTOMER: POLYGON J -JOISTGALLOUT JB2 BLK6RFPI-20 1 9/4 9 1/2 17 9 51 ,-. PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAKI L.HENDERSON DATE: 10/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) _H 1 I THO1 79 5O-or-ITTF.5 4 _„__, BASEMENT BBC,-BEAM BY OTHERS PL 1 S—3 4 2 FLOOR SHEET:1 of 3 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:SADL-SG FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PL15-342 UPPER OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25,2017 14"OPEN WEB JOIST @ 19.2"O.C. 10/20/2017 CT ENGINEERING INC VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ED CONFORMS TO DESIGN CONCEPT ^ START FRAMING HERE CONFORMS TO DESIGN CONCEPT WITH y Products REVISIONS NOTED RM1 PIotID Length Product Plies Net Qty RMI 47-00-00 1"x 14"APA Rim Board 1 1 0 NON-CONFORMING-REVISE&RESUBMIT r.71'IY I 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 RM1 39-00-00 1"x 14"APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 21-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. RM1 12-00-00 1"X14"APA Rim Board 1 1 By Rae Hauff Date 10/26/17 • r , RM1 8-00-00 1"x 14"APA Rim Board 1 2 MILBRANDT ARCHITECTS RM1 4-00-00 1"x14"APA Rim Board 1 3 BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 Tu a LL - , . BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1,8E 24F-V4 DF/DF) 1 1 BM3 21-00-00 5 1/2"x 12"Glulam(1,8E 24F-V4 DF/DF) 1 1 r� o L L o ii 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 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 /0 BM5 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I;Mz 4 `k BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ,�— —A BM10 lail BM T` BM6 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 1 BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Om I — BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 > IiBM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 Ani-____'..1 1 11 r_ ..: =1-=° -°-- BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1 o d RF k Mil BM11 4-00-00 BBO2 1 1 LL IL LL. 2 - 7 0 . . LL 0 .‘-',' P 2priliq I IY 1 I BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL hO Cil 1 BM8 C 324 11Mq i 1 :i I30 —t€= =8= -' _ €_ cC 9CACCESSORIES QTY �IMP ® TH TFL1714 16 • • • © 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' o u I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 1 i LI. 1-.. _ it 1_,_ � � LL HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( ir .p RMt., K1 1N • _ • _ iDC:Cii*-14 - .-1...--:-...- -7.,„,11 =D:C. -ZE i=-Ei 1 i, , ___ RM1 --L_-e,--a _ss_ _a .A _o._JI OLU JOIST WITH RIM SHEET 3 OF 3 pacify umber (24x36 SHEET) SCALE:1/4"=1'-0" & TRUSS COMPANY