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Plans (322) ROSEBURG FRAMING SYSTEM— =7:=::. YSTEM'" „ „„ i PACIFIC LUMBER COPYRIGHT 2017 quality engineered wood products for today's builder- -,...., ^^"^°° These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 T. "iL Prt,�, The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ,I� II ��I Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLA14 LVL RIGIDRI M• , COLIC BLOCK ALL et'°"`".s°.. vows error neve rosenziueeei.orv. ,rt^a.,,,,u„a, ,,IIII rsrnu savAse aLocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG PORESE RODUOR ROSEBURG FOREST PRODUCES ,I�I ' 7 copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include e BELLE”TO POSE ABOVE penalties of up to 420.000 per work Infringed,and Si 00.000 per work Infringed willfully. .. . 1,„.. ..... Hill e FPI Joisr ROSEBURG RORER E~DUOS •Y1= I m III'" MST2017-00401 13213 SW 169TH LOT 19 CONTRACTOR NOTES: PES/6N NOTES: + 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �; ;,N,, ,,,°„„�,„, MST2017-00402 13209 SW 169T", LOT 20 2)ALL FOOTINGS PER DESIGNER'S PLAN DK EXCEED THE OLIVE LOAD .P<",�.,°,..- s•ooN...��. (UNLESS NOTED OTHERWISE) RFPI'BLOGkINb PANELS rvhH BEARING MALL A3ovE Post-LOAD TRANSFER DETAIL MST2017-00403 13205 SW 169T", LOT 21 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.T.S. MST2017-00404 13201 SW 169TH, LOT 22 4)USE CAUTION WHEN CUTTING PLOORLOADlN6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/N6 AREAS: TH/5/5 A PLACEMENT PLAN ONLY: 3opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 5 16"0.C. 9-1/2 RFPI-20 S 16"O.G. 9-1/2 RFPI-2O 5 16"O.G. 9-1/2 RFPI-20®1 b"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1-tpsf DEAD LOAD R1 ] / R1 R1 \ / R1 1 1 T 715 t 5 f 3 t' d "'E"' if S a V t' 1 S Y' 4 &'A' 1 Cjlt- 9 -3 3 Y l i1 r ,,e , R1 ie ,� I -' R, ® CONFORMS TO DESIGN CONCEPT /�'/ L ___ El CONFORMS TO DESIGN CONCEPT WITH I r REVISIONS AS SHOWN R, - '� ti ,3 _e 13 _ a is -e _e 3 Jh _3 -is ,3 J JP J3 -10 I3 13L e ' R, El NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE L-- ' 1 _1 ,1 .1 1 a z -" __- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ DESIINADRAWIACS A DF PECIFICITIOISYLLA FOWHICH HAV WIRH RIE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R 3 51 OVER THIS SHOP DRAWING. 1 S - A-I I r Li 1 E1"r r 2 HDR3 apse - - I _ B: Arnold R.Solomon Date:June 2,2017 ____ Y .1- 0MI R1 ___— HDZt �_ .!.-._.-i.----- .__ _.. I ...3 -__3-�: ._.P-__ __>'--. ¢ ,, ,, ,, ,, ", _, _, ,, ,, _, ,, _, ,, ,, - -- -HdR, R, D-1 CT ENGINEERING INC x > R2 R2 V)Cl, 4 'Vji'm 4 m ®casasc s1oasiaccwmn w z �4 - �r p ❑ a2�o pNGNCOKE.,11,H mp�� JrdL 4= 1 �3 ❑.011 -PEWEE a RESUBMIT xQ 51 R rnu I-J t Rt R1 R1 ¢, R1 �- rvw axa.wo-.u11xre P _ .5 R1 R' R' j _S 9P w""wv�'p�f vn wnenm Cp.V•f w,. vwv_ MILBRANDT ARCHITECTS . la2 wz _ 1 I R2Il R2 II S _3 _b _i .,6 1lHDR3 • �9I` JB1 ,5 J6 .b _a-_..l H R1- .._v.. _ i HD. L...�__ �" 'F _ii 1 -F___'__ __- _ -, T f I L_ .IA .. I _._Ja,t_t .M .1__:._ 11 11 t!ii �"l' 3 33 �i it _2 Bfl i i P 7f • `W 'I,, �{ 135 J3 .3 J3 .3 .J iL T �I _x,.l..B�' � i 5!4} _ _3 .3 .3 BR 13R g{1i -B -- dn a t 1 II �t1 R2 2 2 Z i1 I'2 ll„, ' (: Ill': L.. i 11 11111 11 1' HD Y9 HDIN3 -u----1310 r J 1 f 1 __,511____L__u_�,.f, 'gip .5,e�31 - I u Li HLK2 '�1. i I R1 R1 . 1 _ R1 ^� M."2 1310 y 1III. � t , '..: AI 1-d4 -=1;1\€), 2 )D. 2 PI-ii-i 80(MAIN) GRT AREA 13 LOTS 1 9-22 POLYGON AMERICAN MODERN 4-FLEX E-6(B)15-6(15) Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth R1 1.15LYLRim 1 3/4 9 1/2 1.5E 30 20 600 IMPORTANT! R2 0515 Rim 1 9 1/2 516 BO HDR1 516 BEAM 5 1/2 11 7/8 2.1E 4 . 16 64 REFERENCE INSTALLATION HDR2 Cascade 5.1_24F-V4 3 1/2 10 1/2 Fb-2400 2 14 25 &UIPE FOR ALL FRAMIN6 HDR3 Cascade 51_24F-V4 3 1/2 10 1/2 Fb-2400 6 12 T2 151 RIgIdLam LVL 1 3/4 1/2 1.5E 2 4 5 DETAILS AND I-JOIST INFORMATION 52 Rigid-am LVL 1 3/4 1/2 1.5E 4 2 5 53 Rigid-am LVL 1 3/4 1/2 1.5E 4 10 40 54 BIG BEAM 3 1/2 1/2 2.1E 2 6 12 B5 RigidLam LYL 1 3/4 1/2 1.5E 2 12 24 56 BIG BEAM 3 1/2 1/2 2.1E 6 4 24 LEGEND: Si BG BEAM 3 1/2 1/2 2.1E 10 14 252 pacgi FN.\ umber �--� B8 BIG BEAM 3 1/2 1/2 2.1E 2 16 32 �/ -HANGERGALLOUT 69 1516BEAM 3 1/2 1/2 2.,E 2 12 24 MAIN FLOOR JOIST LAYOUT 1510 RIgldLam LVL 3/4 1/2 1.5E 2 B 16 ® JB 1 BLKG 1.15 LVL 3/4 1/2 1.5E 96 3 288 SCALE: 1/4"- 1'-O" & T a� s ■ /� /� SUPPORTING POST J1 KEPI-20 5/4 1/2 6 18 105 TRUSS S S COMPANY J2 RFPI-20 3/4 1/2 8 5 64 ® •POST LOAD ABOVE .13 RF15I-20 3/4 1/2 50 14 420 R -RIMBOARD .14 RFPI-20 3/4 1/2 2 10 20 45 RFPI-20 5/4 - 1/2 4 15 64 105155W ALLEN BLVD BEAVERTON,OREGON 52005 (503)555-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 1/2 12 25 336 JT RPPI-20 3/4 1/2 15 26 465 PLAN: AMERICAN MODERN 4-PLEX E-6(B)K-b(B) LOTS 19-22 JB -JOIST BLOCKING J8 RFPI-20 3/4 1/2 10 4 40 CUSTOMER: POLYGON J9 RFPI-20 3/4 1/2 4 12 48 J -JOIST CALLOUT PLAN DATED: 5/12/11 Acceseorlee B -BEAM(FLUSH W/JOIST) H, TH011950-or-ITT91.5 35 DESIGNER: KAM/L HENDERSON DATE: 5/24/11 HDR -HEADER(BEAM BELOW JOIST) H2 1111001.51/.1 4 H3 HU410 8 550-BEAM BY OTHERS - 1 80 (MAIN) SHEET: 1 of 2 E CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE START FRAMING HERE , START FRAMING HERE START FRAMING HERE START FRAMING HERE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1 < O OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:June 2,2017 0 0 0 0 CT ENGINEERING INC IBM30I --IBMs) IBM6I _ iBM3o1 GINA a--5K1 s IIIRMI 1 -r II _ _ II - I RM1 RM1II r-T TW r- RM1 ®�oNw.M3roo3:isNwxc3ol _., E, ,-�__A.,-,---.---, O -'"- it : R.- c - 11---1,-- t- M11 F? 0 o-RM1 1�- �- •'•K -- --,� ,hr,,,- III e..` ="_B ='p-=4== 1L V-F wwwaMs roo3swN caNaerwm� o f ,?, . v - v Il o o- o o �ppp�� IIv o_ q o_ 0 0 0 0 0 on IIv I'+r. fA pp o a o d o •. I LL LL LL LL LL IIS • LL LL LL LL u. II. IC 211 O O u_ LL u_ LL 2 O I o ❑ 6/a REVISE AAEW6M1 O .9 I I',. '. - I m LL LL L.- m u. C11 it'll', LL O q m l 12 7-15Q II- m 0 2-10-15 E �I; q �.� v f I ®13-011-00� III 11 r- n 4s m o n . II �7 .� 13-0-0OC II- v ! m A.w 0 e. F14 F14 o m� n - 6/X 6/031 r I F05 t MILBRANDT ARCHITECTS ! 'a, F11 F71 F I �) s F03 4 0 F11 Y, F11 o - o F03 d'‘.--- ‘i '- b F11 F11 " F03 �Ic I . Iltile F03 I 1 > 1,(0 F13 (1F13 / Fns dp A QA F06 r F12 III f` F12 F03 IRM1 ® n CPi/ F12 all I F12 lelF04 `-RM1� N I p f I I IF12 F12�� co O �� �RM1m�.. _ a: ro II II -m F04 mRMiI r i 2 v' F12 R M - SII 4 F12 2 F04 t 1-1', F12 2 cc m m it, 0 F12 -� Ai F03 -I` (� l F12 111 - ll F12 1; cb lll� F03 I- d� ^ F12 911 11) 41 cC EC IIP1 F12 ^ t F03 I� 4 I � F11 BM2 BM2 j ` F11 � )I 2 4 m' FF03 I 03 ____.i. Q F12 F12 v RMM11•- a,..u.,A..w > F11 -- F11 ,,,.y. F02 �RM1I 'I N N AF02 m e 2I f' F11 Y Eli F02 9m A a F11 A F11 .2 LI -,. [ d "I'' —r a L. Eli E Eli F F02 - �'. ® E F11 a rc F11 $ i F02 99 - - Eli 4 H IT, Eli F02 a RMl 1kRM1 ' BM24 1-0 1-0 r+ BM1 III _ -MI ]RM1 I IgJRM1I a A 21 lFs �RM1� �p' IRS 1. l � cc IRM11 0 F it W g W g 6/ a 0 ao. ° aCC a. ° 0. CeCC W O N O N O [C LL CL LL LELL a Q a o a 0 _ = 2 co In In zo v + Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 4 RMI 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 I ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4 X 20 LVL 2 4 AMERICAN MODERN 4-PLEX E-6(B)&K-6(B)ERT LOTS 19-22 Pacifi umber BK1 12-00-00 1-3/4 X 20 LVL 1 2 BK1=BLOCKING FLOOR LOADING- RM1=RIM BOARD 40 LL PL17-180 UPPER BK1 11-00-00 1-3/4 X 20 LVL 1 4 15DL $A TR V S$ \ COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 2 5/24/2017 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 6 BM6 10-00-00 1-3/4 X 20 LVL 2 4 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 1'—=' -- --��:1 BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY — `1—III BM4 5-00-00 1-3/4 X 20 LVL 2 16 ._ I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 1- -_=� i BM2 4-00-00 1-3/4X20LVL 1 4 HIT420 68 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 58' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 18 Loosen,remove,cut or notch RMI 1-00-00 1-3/4 X 20 LVL 1 4 © HUC416 8 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. Zi CONFORMS TO DESIGN CONCEPT 162x! ❑ CONFORMS TO DESIGN CONCEPT WITH 9'-8" 91-8" " '" ° ° ° I REVISIONS AS SHOWN [- 3a-6N ❑ NON-CONFORMING-REVISE AND RESUBMIT E . }.- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE E 171:. _� � �p ,,yz WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 441: FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �._ 1? 0. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 5, OVER THIS SHOP DRAWING. 0 x ,w we n. s .y-y G? By: Arnold R. Solomon Date: June 2. 2017 tl CT ENGINEERING INC '"" . ! R0.4 1 E ' 1 { III i I I I �y I �-+� ,I .,,,� ( !71 D CL Mk =6 ( lb i� 1 _ r' 1 0.11 s e_ I , . ,,),, , , t • --7 _.,_ ___ i H RNG r a DRAG - 0 211 ,Mp�+ C. rtu 12 6 ‘1:1US26 r us, ; _ II WM Or `J al ..a _ 4.11W .!111111,41111111111110, ! --11.° ......... i 4 kr- 'VW (4 .2. 1 L2 {fi) ' ___ __ E4x 2 rw , , „ I , E 4 . ,, ,„ 06. Dr>, 1 1 1 t k as i art apizt- ® + �} z izR odr ,/'^\ ,.�. :`V p a' �++.`` :per d.'j p�",�� v � co 04 >< t> yr.,. . i i _oi=yHq�wFarcp 44, Ma pp t�00,0,r Z.WO.il (J I 72 �wu�.t- 9g z_arcy' E '` r�--:A1 --`-^__'�—_..`�"". -.._.�}..��.-. -I. _..a�.8 -..d.a..k ,�.4m ..,�,....�_ ..._,.. __.�..._ T ZW IS9$0 . , pa U-U.gd{LLZ�2[�,NW�[IN jp 14. 12 ilk jk*J ,...a.2,i ne�.va N��WK2EpWW S. � W NKN Ip I! \ / ® L ea f 1 - I . -r$ "+N / N .as is sir IIIIV st . / _ 6 I\/ /, r , tt cli 8. 4 iih, , 012 ' If Db, D2X e. - _ _p_. D:Itil! ` a 2000#DRAG =' — __ , t ice, i C! ► p Q E x,12 ._ _ i-.7.T11117.7,- - , � , �� � �� 0 _. a j� Ci l._. 1— t rill . l IC U , ('i i C`4 cv i t 76. I QX CONFORMS TO DESIGN CONCEPT 9a_8RA 3 10a_0* "'""""' r o ❑ REVISIONS NOTED DESIGN CONCEPT WITH `_ C} 18,_7 1 h" I� 0 NON-CONFORMING—REVISE&RESUBMIT RAISE H EELS N Imo'_ '- __19a__ _.. M z M al THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE "'1 'd C WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ADDITIONAL " z < I:< co FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN _ .,.._...._..,_,. 0 u U U W 17)DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 42.C 9 X C) PRIORITY OVER THIS SHOP DRAWING. )- I- - < )„a '3 By Alexia Date 6/6/17 THIS UNIT N � w 1— w 1— MILBRANDT ARCHITECTS " o �tl ,; a btu Q,- Fiu w Le a a. U