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Plans (30) f PACIFIC WMBER COPYRIGHT 20I4liNA:-) LI-AL7 - OC) 09 ROSEBURG FRAMING SYSTEM" These plans and the designs are copyrighted wider Federal Law by Pacific Lumber Company 20 1 4. qualify engineered wood products for today's builder The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ri\,,,i,fro,pcy, company,whichretains copyrights to,and ownership of the plans.Use of these plans by any other 9./G tbw !$s- R GIDLAM LVL RIGIDRIMproduct supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or I _ 1 E copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include Of ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully. - 1 1-1/S RFPI-20 e 1 b"O.G. 4 '#RFPI'ROSEBURG FOREST Joist 1 1 7/8 RFPI-20® 6"O.G1 CONTRACTOR NOTES: OESI6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 H2 R 1 PIF _____- )USE CAUTION WHEN GUTTING - Fps r 5 rOR PLUMBING FLOOR LOAD/N¢ it 1r it 1r 1r 1r 1r�r�5r �r 1�1r 1r 1r it TI j r �r �r it it i �r it it it Tiit II II 40psf LIVE LOAD i. ' H2 5)PROVIDE PROPER SUPPORT AT ALL III SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: I THIS IS PLACEMENT PLAN OHL Y. p 30 5F LIVE LOAD I This layout is to be used in conjunction with 1 sf DEAD LOAD � I � y J p Architectural/Structural plans.Verify all B 10 Bi shear wall blockingplacement and connectors. ROOF LOADING: I R 1 I p - 1 p Purchaser responsible for approving this 25psf LIVE LOAD .JS J8 J8 JS JB JS J1 J7 JI1 J1 J1 J1 JI1 J7 J- J'7 J1 J1 J1 J1 J8 J8 J8 J8 J8 J8 J8 J8 J8 J8 J8 J8 J5 J8 Ji J1 J7 Ji J7 J1 J7 J1,J7 j1 j7 J7 j- JT JS J8 J8 JS J8 J8ayout prior to any construction. 1 1psf DEAD LOAD 1 , 1 1 RECEIVED 1 , I,1 , ,, � ►i A. 1 0 2016 I, . 1 .1H2 H2 - 1 JL JL JL J L /L JL J'L JL J L JL JL Jt- _1 ® T - :=i.�rs, K ._ —�J3 —JSL= r== 36$x 'J3 31 _ R 1 --- 4 JBL+ ® J ;`- H CITY 4FTIGARD L J3 ` J3ID B�cJ sou B3 ® B9 B3 ® B3- �I� r a �dt DIVISION J1 � — J3 J3 J1 ,II META -1 PER BEAR xb AREA or aLoc.5 ® B Jh L J3 J3 R 1 �b_- B4 -_ H1 N® J6 —J3 J3 J6 • ® .• J6 J3 J3 Jb - ��V J6 =J3 — J3 = -lb _, it Y J6 = J3 v v J3 - J6=. 1 - 0 0 J6 -- J3 0 D J3 Jl i J6 _ J3 J9 J6= A POST LOAD TRANSFER DETAIL B1 1 B1 1 N.Y.S. N- J6 - - J3 0 0 J3 J6 _, 0 0 -lb J3 R1 R1 J._ - J3 J6 JB 1 J6 J_1 J3 - ISL ISL J3 J6 �� R Q' J6 J3 — J3 Jb Jb — J3 r r J3 Jb :=;'::=7.1!-:;;Z".7.`:, r ,-rt Jb ® E —J3 J3 ® Jfs - -I ro:� -- . . 1 ►"v I i HDR1 J6USA -- ----- J3 J3 J' _�� .I.n-.-: II 1 / R11• -0 BJ 28 R1 I 1L$1 J4 J4 B2 R1 �`ai�R1 �\ �. c 7 Bb B6 B1 ��� �j/�. 1 59 J B5 R 1I J5R 1 J5 85 Ir H 1 I ".off,:y`....:..>... REEL BLOCKING PANELS WITH BEARING WALL ABOVE I START FRAMING HERE START FRAMING HERE 5.T.5. PL 1 5-2 5(UPPER) SAGEBUILT 2855 GEORGIA PINES LOT 2 Mrk n Material Width Depth Grade Qty Gut Lth Tot Lth B1 RigidLam LVL 3 1/2 11 1/8 2.0E 1 1 2 t 2 B2 RigidLam LVL 3 1/2 11 7/8 2.0E 1 8 8 B3 RigidLamLVL 1 3/4 11 7/5 1,5E 2 6 12 /MPORTAN7'7 54 RigidLam LVL 1 3/4 11 7/5 1.5E 1 12 12 REFERENCE INSTALLATION 55 RigidLamLVL 1 3/4 11 7/S 1.5E 3 5 24 GUIDE FOR ALL FRAMING 55 Ri idLam LVL 1 3/4 1 1 7/5 1.5E 2 2 4 51 RigidLamLVL 1 3/4 11 1/S 1.5E 1 4 4 DETAILS AND I-JOIST INFORMATIOT,. 58 RigidLamLVL t 3/4 11 7/5 1.5E 1 10 10 59 Cascade 5.L.24F-V4 5 1/2 12 Fb-2400 1 20 20 B10 Cascade S.L.24F-V4 5 1/2 12 Fb-2400 1 15 15 B 1 1 Cascade 5.L.24F-V4 5 1/2 22 1/2 Fb-2400 1 26 26 LEGEND: UPPER FLOOR JOIST LAYOUT B12 Cascade 5.L.24F-V4 5 1/2 22 1/2 Fb-2400 22 22 p mfia‘k }- �� SCALE 1/4"= 1 O° J51 BLKG 1.15 LVL 1 3/4 11 7/8 1.5E 20 3 60 p ( H =HANGER GALLOUT J t RFPI-400 2 1/15 t 1 7/8 2 e 16 J2 RFPI-400 2 1/15 11 7/5 1 10 10 C O M P A N Y ® -SUPPORTING POST J3 RFPI-400 2 1/16 11 7/8 20 15 360 & TRUSS -POST LOAD ABOVE J4 RFPI-400 2 1/16 11 1/5 1 16 16 ED 15 RFPI-400 2 1/16 11 1/8 1 12 12 R -RIMBOARD J6 RFPI-400 2 1/16 11 7/5 17 20 340 10515 5"ALLEN BLVD BEAVERTON.OREGON 97005 (503)555-9663 LB -LVL BLOCKING J7 RFPI-20 1 3/4 11 1/8 14 lb 224 JS RFPI-20 1 3/4 11 1/8 13 15 234 PLAN DESCRIPTION/NUMBER: 2865 GEORGIA PINES LOT 2 JB -JOIST BLOCKING R1 055 Rim _ 1 11 7/5 1 15 1 1 2 CUSTOMER: SAGEBUILT J -JOIST GALLOUT HDR 1 Cascade S.L.24F-V4 5 1/2 16 1/2 Fb-2400 1 20 20 PLAN DATED: 1/26/1 5 i B -BEAM(FLUSH w/JOIST) Accessories NPR -HEADER(BEAM BELOW JOIST) H 1 5511 9 DESIGNER: KAM/L.HENDERSON DATE: 1/25/1 5 BBO -BEAM BY OTHERS 52 1.8 t/1155-or-IUT 1 t - 23 TH H9 THF20 1 t 2-o-or-IU52.06/11.88 25 I PL 5-25 (UPPER) SHEET: 1 of 1 I &ki\,-- D4' REci:tv 0 SAN SEWER _ _ SW MURDOCK ST. 0,_ iif,i, %"SERVICEWATERER MAR Y Z0I6 CITY O ? BARD �== 4- -° 4 �_ ®F`C1�►t�RD - ,--Tannin- - - - - - ta e � ,_ _�..11�tNG DIV StON Appro.-v �� y g 12"CONCRETE ��37' ' 1'� 5yt CRE 3 0 N89°51'4, 79. i 20.0 I ONCRETE CULVERT • i I CULVERT Date: ^� ' I 1 N •• d. ON. V 1 Initials-. N ill 14'-11/4" • 1 c•41 15'SAN zzl 4' SWR ESMT ALDER I 21 I 9930 SW MURDOCK ST zof PLAN *9=3wlw PARCEL 1 w "'I 15'-5 o a in 1 • _ O I Lot Size 10,002 sgft. 1 I Structure Size 4,277sgft' I Coverage 42.76% 14. N M i- I ' 6' x 27'WATER I N l� 1I QUALITY FACILITY 2-0' STORM SEWER LATERAL -- — 1 OII r 4"PVC —�_ 89°46'05"W 7.4,8i �_ I i 1 \"4 1 ly PARCEL 2 ' ' l 1 I. 1 1 N RAI,DRAW rI OUTFALL ccOp PROTECTp V OVERFLOW TO CONVEYANCE lL FROM ROOF 2'FREEBOARO �+�j RAIN DRAWS B MAX POND DEPTH `o .......... ,i PARCEL 3 ^ ,f I 1 21'DEPTH OF 0.TEft MEOIUM I BOX S12E: 76050 FT - FILTER FABRIC I {I 6 166 HEReZESOU9 PLANTS+ LAv DP S�5 15'S f OR MJ )5 GAL 12•LIFTOFX•IX'CLEA, 1 ES/VIT 1 DRAIN ROCK I II _ ..."-------OVERFLOW ro I I CONVEYANCE SYSTEM 6d'VI 1 WATER QUALITY FACILITY I 1I I SW MURDOCK PARCEL 1 SITE PLAN /\ Scale 1'=40'-0" N r is-•- •°r1&. SAGE BUILT HOMES SW MURDOCK PARTION PARCEL 1 SAG E B LJ I L 18820 NW Bethany Court#200 Job No. 156-0911-10 Date 3/10/16 Sheet Beaverton,Oregon -9.7/77,, L, Client Sage Built Homes By MBB Z yZ= s 7-c-cz _ ED SAN SEWER g� _ - Z r,1WATER METER MAR 1 0 2016 S __ _ U R DOCK ST. N; I Y,"SERVICE z— a• —_°� R Wo I•I. -- Z CI I Y OF TIGgRD Approved by-Fla-ruling — ___—_ —, — LADING DWI DN I L ii 12'CONCRETE `�. ~"" 1r CONCRETE ° 311 `V CULVERT 1." N84°51'4 79. i ( LI r CULVERT Date: / I e N Initials: � 1 14'-1l,r--'. i . SI ,,,, ' 1 x 15'SAN I,' o SWR ESMT c'rniALDER .i:.21 1 9930 SW MURDOCK ST z1 PLAN *g=,3' •• XI PARCEL 1 -- W l- ti 1 �,� E.ZI v' W1 •-15'5'- L ' o 'vs I Lot Size 10,002 sq ft. ; , .. 1 t Structure Size 4,277 sI , Coverage 42.76% 1 ` S -- 1 I 6'x 27'WATER I ,J. QUALITY FACIUTY �� , ,-'� ' 1----- 1-j5 2%0- 00 STORM SEWER LATERAL 4"PVC 1 , l '-� \N89°46'65`W7A.481 -_ _\• I .41 , 1 , I r\. 1 . , I PARCEL 2 1-- I _ fff__ r I % ' l I 1 1 I /1 1 L_ _ ---------- --� , 1 , , RAW DRAN.e OWN.. 1 N1 PROTECTION W CA.FLOW TO CONVEYANCE z„,1 FROG ROOF 7,7%WO.D OBTR of 1pir1 „, 1 1 1 A%Rp� 1 PARCEL 3 g f,-zrcern OF , FUER WORM I , IX fqX s(ZE ,W 50 FT - MIR FABRIC .+,w nERSAceais RANTS i .15'�ORM CALsll 1. 17LFIt TOFX- CLEW DRAIN ROCK I 1 I COIF YANCE SYSTEM WATER QUALITY FACILITY 1 I 1' L ____-1---4—1 SW MURDOCK PARCEL 1 SITE PLAN / Scale 1'=40'-0" 1 SAGE BUILT HOMES SW MURDOCK PARTION PARCEL 1 SAG E BU I I f 18820 NW Bethany Court#200 Job No. 156-0911-10 Date 3/10/16 Sheet Beaverton,Oregon -- .9-(9,1042,-C---..,. Client Sage Built Homes By MEB