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Plans (89) ,4*tS7- /C, --y OD (-76 / ? o siv .e.r — I I I I I I I LEGEND: Pacific —ss SANITARY SEWER Community —z64�''- I _J L �� _ —SD STORM DRAIN Design 266 267.0 265.8 _ _ _-. - WATER LINE 268�_ , 42 0' O . MANHOLE 12Tigard,OR 972564 SW Main 23er — — — [T]503-941-9484 270 ��� •=_�•._�� . - - — — — ■ CATCH BASIN DATE: 8/11/2016 272 I Or. STREET LIGHT REVISIONS — -- I I I 1171 1 _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - I I I I 14_ 42.53' I ;I I EROSION CONTROL I I 1 I1 II I I © CONSTRUCTION DOCUMENTS III III I I I ] - - - III I a of I 0 II F SETBACK SUMMARY -- Li I __--- I I jI I L1 1 --- I I FRONT SETBACK: 12' ti ; --a---� — --� I r— _ SIDE SETBACK: 5' I STREET SIDE SETBACK: 10' I i 95 IA 4,434 SF ; I I REAR SETBACK: 15' I 94 r ,o lEq I I BUILDING: 3410.2DD 1 al 96 I PORCH SETBACK: 8' FF= 283.0 I II. GARAGE SETBACK. 20' I BFF = 274.0 I I 4.00' I 1 4.00' 0 274 I I 11. ,I MI276 I I INN 1111111111111111II ---------1111111111111111111 ISI 278 — — I�I GARAGE �) I ., u�l — LOT COVERAGE: ILII 281 II�11II Lo 0. __ I 282_ r �,,M/II �I��II O I �_ [ __,_ I:lir LOT AREA: 4,434 SF Li•�1 I - I� — �—a I RIVER W I a o L_ 1 I PORCH- I I BUILDING FOOTPRINT: 1,444 SF TERRACE = I I I —6.00'- 10.42' N — —r PUE — I 20.78' I I I^ _....__. _----A o — — 11.98' — -- — — — —- COVERED PORCH: 73 SF ui NORTHWEST CK 41411111111 �f � ••� SIDEWALK = --- /��� --walk CANTILEVER LIVING SPACE: 0 SF 79 5• � , Arirr � COVERED PATIO: 0 SF co AO: VP�i ► za2 a a�1_7/.w _ .d'r\" ,�,►.ai II.- _ ►_� - -IMMIIIIIIIMali DECK AREA: 208 SF o kA `�!' WATER METER �� i 4 PLANT (1) STREET ® M \ �� LOT 95 ®� .may � " � 1 \ TOTAL COVERAGE: 1,725 SF TREE: 2"CAL. PLOT PLAN Bo '' KATSURA TREE/ i i5 ttrr STORM LATERAL f5 28.00' CERCIDIPHYLLUM ) 38.9 % H � � JAPONICA N^ IMPERVIOUS AREA: 2,267 SF Z 55 f \1 t ti� "' 155 f SS i SS SANITARY LATERAL I SW AMELIA STREET �\ ii '5 A flak— WAVIMMILTWAOAPer g 3 . �{, - Ti �i'? C� i ® �...:'ii RIVER TERRACE NORTHWEST (503) 221 -1920 Approved p� ening PROJECT NO.: 395-037 2S1W6 �^�I to/>� (J� TYPE M v ate• `r SCALE REVIEWED BY: CONSTRUCTION LOT 95 (R-7, MEDIUM) u0. , }r #'-,1 • 10 20 0 RIVER TERRACE NORTHWEST -- z 17360 SW AMELIA STREET 1 INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM` N iF ,- -n ,I' quality engineered wood products kw today's builder rm -. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ,II The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM'LVL RI GI DRI M- �:Q wuo BLocK n�� ",,,LO°",'",,"9." li rosrsrao,n Heave Gom an,which retains co rl hts to,and ownershipof the plans.Use of these plans byanyother p,,,-,",r", ro BeA9i'w ae�Ow. P y py 9 RM,� , BEARINGA AREA EBLOC product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or gos[QURo FOREST PRODUCTS uostaugcs FOREST Pcoauers 11410 >.�-w-,. PER verge,a.marc" copying of theseplans.Infringes rights under the Copyright Act.Infringes face liabilities that include ___-----_---_ BEARING Alien or BLOCKS na 99 99 '� `� / BELOW TO POST ABOVE penalties of up to$20,000 per work infringed,and 5100,000 per work Infringed willfully. i � II1RFPI Joofsr tswTS 1i.'% MAIN FLOOR JOIST LAYOUT ROSESURO FOREST SCALE: 1/4"- 1'-O" CONTRACTOR NOTES: DESIGN NOTES: ,en.-.nc 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °w`-1�M ".�a�«per aae�ns 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 5�EM .env,=-. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPimLocsINb PANELS r11TH BEARING r1ALLA50vE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.ra 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD START START SLEEPING AREAS, THIS/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD FRAMINGFRAMING \ / This layout is to be used in conjunction with 1 2p5f DEAD LOAD HERE • (DOUBLE) 1 1-1/5 RFPI-20 a 1 R.2"O.G. - (DOUBLE) 1 1-1/8 RFPI-20 a 15.2"O.G. HERE shear Architectural/Structural place plana.Verify all shear wall blocking placement and connectors. ROOF LOADING: G SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII J 1'-0" Purchaser responsible for approving this 25psf LIVE LOAD 4 layout prior to any construction. 11psf DEAD LOAD B3 R1 R1 B3 — II _ �-ii } 1 ' E :._ �� a II i ii HI 11 II I „ I I 1 u II II Ii I 11li l I ® CONFORMS TO DESIGN CONCEPT it .iil NI 0 I ❑ CONFORMS TO DESIGN CONCEPT WITH it REVISIONS AS SHOWN Jill I _11 .41 J h 1 .i1 -1 J -1 -I I - -1 -I -1 -1 411 .J 1 -1 -1 I .4t .i1 1 .�1 ii .11 _1 .}i1 , -�, J 1 1 11 1 I ❑ NON-CONFORMING-REVISE AND RESUBMIT J J .J 1 J 1 JI .! 41 4 J J _ I J ,J J _I 1 41 J1 1 .�1 J1 J1 jl 1 .,1 1 41 JI1 J 1 41 11 J 1 .1�1 11 J1 ., THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE !IE ii I 11 ! ! il ! 11 FABRICATOR/VENDOR OF 1 il WITH THE DESIGN RESPONSIBIPT ONLY LITY TYEFOR S OCONFORMANCE T RELIEVE HWITH THE R 1 1 'I I . 1 II ill III R.1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. ! ' ! I I l I 1 By: Arnold R. Solomon Date: October 29,2015 I I I l 1 CT ENGINEERING INC III I I 1 l ,tL—AL L �I e3!L AIL I'-JI _JNA i��ILi '.i ( L Jf__�te l Af�i' r li --v _I y- __ '`��r �1 iI— I 11 1 III �� _ L Ib IB L AL-. _ L. )1I._ t\. I L N1 iii IA_ .1 5!L IL—i _d I, JLL,_ Fl '--`(` r r lT 1Ir-.---T--1 f l -� Tr-----r r R 1 F h r-- - —'IF-_-, R 1 7Y r -Y xF T 4r r Y -- -- ir 1 1;F 1l r 7P + t _6 ..16 -0 _6 .46 J�i - J6 �6 I6 • R1 R1 J6 -6 -5 J5 �� -6 -6 ..6 ..6 .15 J� J6 _� �_ _ A I I 1116I R1 I 11 1 R1 , II .-,5 .i6 .5 . fRi _I1 J1 I -1 X11 41 J1 132 ! SII II 0'12 y 1rB1 L Bei -13 it 1' J14 ,A:4 J 4 4li 1 11 i1 11t ,.l-1j J -2 2 42 +' II I I I I 1 I I L e13 I 71 111 PORCH PORCH IT! REFERNCE INSTALLATION 1 2" 1 2" GUIDE FOR ALL FRAMING START11-1/3 RFPI-20 a 1 R.2"O.G. - 11-1/3 RFPI-20 a 15.2"O.G. START DETAILS AND I-JOIST INFORMATION FRAMING i 'FRAMING HERE PL 1 5-35.1(MAIN) HERE - ", LEGEND: POLYGON 341da 91 Pace umber �\ Mrk• Material rvidth Depth Grade ON Cut Lth Tot LtnAlk DOUBLE I-JOIST CONNECTION SPECS �` ( H 1--HANGER CALLOUT B 1 RlgidLem LVL 1 3/4 11 vB 1.5E 4 a �/ 52 RlgiolLem LVL 1 3/4 11 vB 1.5E 6 6 Filler blocking is not structurally required provided both 83 RIgldLem LVL 1 3/4 11 7/8 1.5E 20 20 & TRUS S IF -SUPPORTING POST Ba BIG BEAM s 1/2 11 va 2.,E e B I-Joists are continuously laterally supported by ir C 0 M P A N Y ® 5s BIG BEAM s 1/2 11 7/B 2.1E 16 1e connection to the sheathing at the top flange.In -POST LOAD ABOVE 56 RIgIQ mn 3 1/2 11 7/5 2.oE 10 10 addition,the joint in the sheathing shall be positioned R -RIMBOARD 191 055 Rim 11 vB 1 16 112 J1 RFPI-20 5/4 11 7/5 45 20 900 . over the center of one of the two top flanges to assure 10515 5W ALLEN BLVD BEAVERTON,OREGON 9'7005 (503)558-9665 LB -LVL BLOCKING J2 RFPI-20 3/4 11 7/e 2 14 28 Shear transfer between sheathing panels. PLAN DESCRIPTION/NUMBER: POLYGON 3410.2 BD J3 RFPI-20 3/4 11 7/B 1 6 12 / JB -JOIST BLOCKING J4 RFPI-20 3/4 11 vB 2 6 12 Fre �� CUSTOMER: POLYGON Je RFPI-20 5/4 11 7/B 2 16 32 J -JOIST GALLOUT Jb RFPI-20 5/4 11 vB 13 4 52 _ �rI 1-�<' z-'"E' "zN'B' _ :^'z" �1.z PLAN DATED: 10/21/15 B -BEAM(FLUSH w/JOIST) SEaang JB1 ScicS 1.15LVL 3/4 11 7/5 1.5E 32 3 96 ants min mm mn mm mn min Max min Max HDR -HEADER(BEAM BELOW JOIST) Accaseorles DBL I-JOIST WITHOUT FILLER CONSTRUCTIONz e z 1e z us z :a z i DESIGNER: KAMI L.HENDERSON DATE: 10/28/15 m� N1 MIT11.55-or-ITT1155 22eammmon. 000-BEAM BY OTHERS 42 4111-411.8 e 19 "TS' em :a PL 1 5-3 5 1 (MAIN) SHEET:2 of 3 POLYGON 14" OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410.2 BD PL15-357 UPPER 10/28/2015 I Products I PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 160.C. S <START 19.2"O.C.HERE Sp RM1 34-00-00 1"x14"APA Rim Board 1 1 ioVe: T:FeRcoNNEcoo23_o6_o8 RM124-00-00 RM112-00-00 EET3EE O �=�-�'��'p `� `r- °� "—'" c� �` � � � ro `r� RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 3-00-00 1"x 14"APA Rim Board 1 1 I 0- BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 15-00-00 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 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N- N- BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ol c, e, 0-, 1f co a) m I- ;1-- I- , BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL, ILL ILL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPT NI NN N N CV BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH LLE $ ;u_ ,u_ BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT 2 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 re THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE : BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 IRITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 : A BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFO SANCE BITH THE -04 r - BM13 3-00-00 BBO1 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY __ _ El) OVER THIS SHOP DRAWING. •-L- 1—Hm.=1 I_ IBM2I 1 01 0 I MIS Y1 , —.12 2-1 �—�_ ACCESSORIES QTY By: Arnold A. Solomon Date: October 29,2015 CO u_Al ® TH017140-2 36 CT ENGINEERING INC O- Im RM1 II 11 © HUCQ1.81/11 3 _ . =.__�_ 6.11-.8 I C 1x14 OSB RIM FOR SHEAR BLOCKING 28' _o _g_ fBM3� f © TFL1714 1 El CONFORMS TO DESIGN CONCEPT I ❑ CONFORMS TO DESIGN CONCEPT WITH Cj O FLOOR LOADING REVISIONS NOTED t i BK1=BLOCKING 40 LL NON-CONFORMING-REVISE&RESUBMIT o 0 o io0 0 o RM1=RIM BOARD m co co co loo co co 15 DL I LL a LL. �tL LL tl' REFER TO STRUCTURAL PLAN FOR ADDITIONAL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM3 I - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE jj=_- r:. — N 12 : POST TRANSFER BLOCKING FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WRH DESIGN "/I 0 { LL LL AND SHEAR BLOCKING REQUIREMENTS. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE (J,/I PRIORITY OVER THIS SHOP DRAWING. I BSHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN By Jeremy Pfarr Date 10/16/15 o' MILBRANDT ARCHITECTS o p ,11 01I LLtL a -I I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. mI : : : I I FLOOR DESIGNED TO MEET OR EXCEED 1480 DEFLECTION CRITERIA I II Ioi U U-1.1 II I BM. t II.. BK1 Iw RM1I 0 � 0 m 4 M91 1BM7 0 411111kv°�'za,NG r 4 ill\;1 \II\Iii - �- mir DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacii umber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 o - - 00 r- w1. wo -0 � v_ zp ° m � � mm D. o oy r m �ov b0 Ill kJ cA -I 0 • Z Z m Z N 0 43 Z O cmCDj I 51-5" 0'' I 1 10' -0" 3i-1 o 0 o D m n o 11) n 0 0 00 , , c„Ei � � 4w g C ; ] e c r- -< r a m oo D1 LJ1 2 10 IOW■■ II r J2 1n y m m m D2 (; . '4 I ,■ , J3 D < s — Q I 4:0 J4 ,c_ n Co 2 CDoo ...% 0 o ? — cc' w n, N � m ' -I IN J5 g. 01 ef'�t7. _ til ".."1'.1. _ " ..„, C. o -1730 D d■ Oi J7 < tmnmcOcmi,m o .0p 1177// �yO zz,00z›zcc- Q �mmw( mO %cn� ,9���cnm0- c�'i)mr Atl I �• r z ozm r O Ommoxmz.coCZ< 0��� .mW�A�{o iM�I J7 0000,,c,- m m z<mzz0-mnomo 1(iii 7/-10A�Om-CCS mO Q xmoco?mz,„Dmf 0 zw,„O��oOmc. —1P3 (i I, ; r T L0.1 MOI 3 ° 9I — < aILI P2 VvC cyx; CI 01IM111ac 0. --I C =41 i��I■ EL J1 Sn y 1Ir • ” V. AA 4 O J ". r. r. "q, = 0 15 10'-T FY Is 1. v .5' xi CONFORMS TO DESIGN CON CE T ❑ CONFORMS TO DESIGN CONCEPT WITH A 9 s ❑X CONFORMS TO DESIGN CONCEPT CO REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT WITH H REVISIONS NOTED ❑ NON-CONFORMING - REVISE AND RESUBMIT Z m ow E ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE cn FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWIPlG. PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 By: Arnold R. Solomon Date: October 28, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC ROSEBURG FRAMING SYSTEM" -.-. - W„R PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood productsfortoday'sbuilder- ^n0°awl`^..., These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. The plans maynot be re-used or copied,in whole orpart,without written permission from Pacific Lumber � P -w�:.^mouv eLocK u� rWakror." Al, II ��� ;o A �ee�orv` Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI DLAM-LVL RIGIDRIM` 4ilkiK;ter,„' BEARI.oonsxsBLOCproduct su lier other than Pacific Lumber Company is strictly prohibited.Unauthorized use oreosreure FORCST PIPOouels ieosE eFOPESr mrowiers�,..- ___ veR vsrnu.ie.rArcx pp- ,II sE,, T AeE NATCOscopying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include` / ssi_o.rrorosrnsove. penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfully. ���r ammo;FORM RFPI JoiSr ��/ll�,� �Ih CONTRACTOR NOTES: DESIGN NOTES: ^„.,o. I� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °`�wevFi^c�,."voam ^° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESMEET OR EXCIGNED E TO LIVE LOAD ,,,,,,,,„„,,,,,,,,,,�„ (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA - RFPI BLOGKNG PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR 1PDVLIVE D LOA 5)PROVIDE PROPER SUPPORT AT ALL 2psf 1 2 5f DEAD D LOAD SHEARWALLS THIS/5 A PLACEMENT PLANONLY. GOpsFSLEEG LOAD: 30psF LIVE This layout is to be used in con junction with 1 2psF DEAD LOAD Architectural/Structural plans.Verify all START 1-1/2 RFPI-20 a 16"O.G. 4-1/2 RFPI-20 a 16"O.G. START shear wall blocking placement and connectors. ROOF LOADING: FRAMING 1 FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE N PATIO 1 PATIO / HERE layout prior to any construction. 1 9psf DEAD LOAD I R1 R1 11 r Y J52r r 11 Y I 11 I i Il 1 1 JB : • 1 I II 1 I 1 1 I I • J3 13 J3 J13 3-13 J3-3_3 JB - - a JL -3.� J3 l ® CONFORMS TO DESIGN CONCEPT j i ❑ CONFORMS TO DESIGN CONCEPT WITH j I REVISIONS AS SHOWN ma:T _ =ci21 .1g =,�g,�„—'—• ' T� — — -- :;-----.. --� ❑ NON-CONFORMING REVISE AND RESUBMIT ! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ..1 J1 �1 .-1 •1 •'1 J1 1 J1 ,1 J1 .41 J1 J2 J2 1 1 J1 1 11 1 J,1 J1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE `� 11 I FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 I I 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 11 1 I I1 JO - ii 1 OVER THIS SHOP DRAWING. 11 ; I By: Arnold A. Solomon Date: October 29,2015 1 CT ENGINEERING INC 1 1 I 1 I R1 R1I ,� J-1 I Il -'1 --�— — .-.—.—� - --- -- NFORMSTO 111 1 ' -1 CONFORMS DESIGN CONCEPT WITH fill '� CO DESIGN CONCEPT Lr ""+ iJ REVISIONS NOTED ..2 J�I ,[, 2..2.J2 J• .J2. .Q J' I 1 2Ir 1 I " 0 NON-CONFORMING-REVISE&RESUBMIT I' I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 11 le, I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN P B� ' DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE '.. ' PRIORITY OVER THIS SHOP DRAWING. I-41i -44 1 I I 1 I By Jeremy Pfau Date 10/16/15 j 1 MILBRANDT ARCHITECTS 1 21. . ,Li I( I L I i • . IMPORTANT/ I PORGH PORCH REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-35'7 (BASEMENT) Pacifl .umber /� POLYGON 3410.2 BD ( H -HANGER CALLOUT Mrk• Material Width Depth Grade City Gut Lth Tot Lth `® -SUPPORTING P05T J, RFPI-20 J2 RFPI-20 , 3/4 1 3/4 1/2 1/2 13 22 236 BASEMENT FLOOR JOIST LAYOUT & TRUSSCOMPANY 1 1 24 264 SCALE: 1/4"- 1,-0" ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 1/2 11 10 110 J4 RFPI-20 1 3/4 1/2 1 12 12 R -RIMBOARD J5 RFPI-20 1 3/4 1/2 2 2 4 10515 SW ALLEN BLVD BEAVERTON.OREGON 91005 (503)553-9663 LB -LVL BLOCKING B 1 RigidLam LVL 1 3/4 1/2 1.5E 1 10 10 52 RigidLam LVL 1 3/4 1/2 1.5E 1 16 _ 16 PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 BD JE -JOISTBLOCKING J51 13L1KGRFPI-20 1 3/4 1/2 25 3 'ls CUSTOMER: POLYGON J -JOIST GALLOUT J52 ELKS 1.95 LVL 1 3/4 1/2 1.5E 22 3 66 PLAN DATED: 10/21/15 Si OSB Rim 1 1/2 5 15 30 B -BEAM(FLUSH w/JOIST) DESIGNER: KAMIL.HENDER50N DATE: 10/25/15 NOR =HEADER(BEAM BELOW JOIST) Accessories 850-BEAM BY OTHERS H1 11-H011950-or-ITT9.5 5SHEET: 1 of 3 PL 1 5-351 BASEMENT FLOOR