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Plans (331) ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2017 uatit engineered wood products for today's builder - old qualify """vne°'"""'� Theseplans and the designs are copyrighted under Federal Law b Pacific Lumber Gom an 2011. a. a I 9y P y Theplans may not be re-used or copied,in whole orpart,without written permission from Pacific Lumber N, II POL�ELaKat y P P RIGIDLAM.LVL RIG�DRIIVI �a��w Al li i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other POSTS FROM ABOVE TERM: sEtOn. raidAc prohibited.Unauthorized use or mosravlro♦oassr PRODUCTS vosealazo roresr vPOnUCra �� �..w-�. T OET.��,a.H.rc« productthese P D Act.Infrin es face liabinties that include / eEnre;xc naEn or o�oeks py 9 P 9 9 Py 9 9 xsT..tt sO�..sx stocxs Iv -\\` BELOW TO POST ABOVE. penalties of uplto$20p00 per workinf Lumbernged and$100rI n.,or�„O.e ma.innen u,inruuu. _ �I co In of these Ions,infringes rights under the Go ri ht 441r1 --N.... `�II�, ® CONFORMS TO DESIGN CONCEPT RFPI JOIST �� - ���r CONFORMS TO DESIGN CONCEPT WITH �� uosenuacroxmWooacrs -,°„ �' ��' or ❑ REVISIONS AS SHOWN MST2017-00405 13189 SW 169TH, LOT 23 DESI6NNOTfS: °°"""°` 1:1 NON-CONFORMING-REVISE AND RESUBMIT THIS FLOOR SYSTEM WAS °'E �"v°'"`"°°-°"°'w THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE MST2017-00406 13181 SW 169TH, LOT 24 DESIGNED TO MEET OR ���+«•^ °"^•^^^ ®mNroRms to DESIGN EXCEED THE LIVE LOAD WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE mNwRxa ro oeNcxmN¢vrwmi MST2017-00407 13175 SW 169TH, LOT 25 DEFLECTION CRITERIA FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORNMICE WITH THE 0 xevrsroraxmeo RFFi BLocKING PANELS MMTHBEARN6 WALL ABOVE POST LOAD TRANSFER DETAIL OF L/450 Nrs. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY []NONcoNRvullNG-REVISE 8RrsuMET MST2017-00408 13169 SW 169TH, LOT 26 I N.rs. OVER THIS SHOP DRAWING, FLOOR LOAD1N6: TH 40psf LIVE LOAD By: Arnold R,Solomon Date:June 2,2017 Rn"-'E'..u„,,,,,,. Wan1M MST2017-00409 13167 SW 169 , LOT 27 12psf DEAD LOAD CT ENGINEERING INC MILBRANDT ARCHITECTS MST2017-00410 13159 SW 169TH, LOT 28 SLEEP/N6AREAS> 3Opsf LIVE LOAD 1 2psf DEAD LOAD .1-1/2 RFPI-20 a ie."O.G. - • 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 0 150.C-. 9-1/2 RFPI-20 e 15"O.G. .1-1/2 RFPI-20 e 16.'0.0. . 9-1/2 RFPI-20 CA 15"O.G. ROOF LO 25p5f LIVEE LOAD START FRAMING HERE START FRAMING HERSTART FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 11psf DEAD LOAD R1 \ RR1tl JQ • b al NN 11 II 5iiiiiiiiiii] ` Y HDAa 6 i.. 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II 11 ~ tTt xn ---'--0412- - R2 L I HGi Ba 3 • H2 e PL 1 1-1 19(MAIN) ERT AREA LOT529-26 POLYGON ENGLISH REVIVAL 6-FLEX 0-6(A)K-6(A) Mrk* Materiel Width Depth Grade city Gut Lt Tot Lth R1 1.75 LVL RIM 1 3/4 9 1/2 1.5E 45 20 900 R2 055 Rim 1 9 1/2 1 16 112 IMPORTANT! HDR 1 BIG BEAM 5 1/2 11 7/6 2.1E 4 16 64 REFERENCE INSTALLATION HDR2 Cascade EL 24F-Y4 3 1/2 10 1/2 FI,-2400 2 14 25 HDR3 Cascade s.L24F-V4 3 1/2 10 1/2 Fb-2400 12 12 144 GUIDE FOR ALL FRAMING B1 RigidLam LVL 1 3/4 9 1/2 1.5E 4 4 16 DETAILS AND I-JOIST INFORMATION B2 RigidLan LVL 1 3/4 9 1/2 1.5E 4 2 5 133 RigidLan LVL 1 3/4 9 1/2 1.5E 6 10 60 B4 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 BS RIgldLRnLVL 1 3/4 9 1/2 1.5E 4 10 40 MAIN FLOOR JOIST LAYOUT CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS LEGEND: B5 BIG BEAM B7 BIG BEAM 3 1/2 9 1/2 3 1/2 9 1/2 2.1E 4 36 pacillfidix ' ber 2.1E 26 14 364 ���� B6 BIG BEAM 3 1/2 9 1/2 2.re 2 z 16 32 SCALE: 1/4".. 1'-O" 2)ALL FOOTINGS PER DESIGNER'S PLAN ( H )--r•HANGER GALLOUT B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 ��// J61 BLKG 1.75 LVL 3/4 9 1/2 1.5E 125 3 375 (UNLESS NOTED VISE) -SUPPORTING POST 41 RFPI-20 3/4 9 1/2 12 15 216 3)ALL BEAMS PER DESIGNERS PLAN [Si COMPANY J2 RFPI-20 3/4 9 1/2 14 e 1 12 (UNLESS NOTED OTHERWISE) & TRUSS U S 5 ® -POST LOAD ABOVE J3 RPM-20 3/4 9 1/2 42 14 555 4)USE CAUTION WHEN GUTTING J4 RFPI-20 3/4 9 1/2 2 10 20 FOR PLUMBING R r•RIMBOARD J5 RFPI-20 5/4 9 1/2 2 16 32 5)PROVIDE PROPER SUPPORT AT ALL 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-9665 LB -LVL BLOGKIN6 J6 RFPI-20 3/4 9 1/2 14 26 392 SHEARWALLS J7 RFPI-20 3/4 9 1/2 34 26 554 PLAN: ENGLISH REVIVAL b-FLEX E-6(A)K-6(A) LOTS 25-25 .J5 -JOIST BLOCKING J6 RFPI-2O 3/4 9 1/2 10 4 40 CUSTOMER: POLYGON TH15/5APLACEMENTPLANONLY. J -JOIST GALLOUT 49 RFPI-20 3/4 9 1/z 6 1 z 7z PLAN DATED: 5/12/11 This layout is to be used in con junction with -_--- B -BEAM(FLUSH W/JOIST) Acceeaories _ _ _ Architectural/Structural plans.Verify all H 1 T14017950-or-ITT9.5 52 shear wall blocking placement and connectors DESIGNER: KAM/L HENDERSON DATE: 5/24/1 7 HDR -HEADER(BEAM BELOW JOIST) H2 HUcc11.61/9 - -- - - - 4 - -- - 'urchaser responsible for approving this H3 Hua 10 12 BBO-BEAM BY OTHERS ayout prior to any construction. PL 1 1- 1 1 q (MAIN) SHEET: 1 of 2 TO ® CONFORMS TO DESIGN CONCEPT ® TOErIGN ❑RFYGNHE NOIFDRGN CONGEST WITH ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON4lNFONMING-Mt"A RESUBMIT REVISIONS AS SHOWN re f, Ah ❑ NON-CONFORMING—REVISE AND RESUBMIT Ha. W/11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE MILBRANDT ARCHITECTS WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _ OVER THIS SHOP DRAWING. 20"OPEN WEB JOIST©19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS By: Arnold R.Solomon Date:June 2.2017 CT ENGINEERING INC 1 START FRANNG HERE , <START FRAMING HERE Mg . START FRAMING HERE > _' <sun FRAMING HERE O START FRAMING HERE _ <START FRAMING HERE , 0 0 _IBM301 jBM61 _ �BM6� BM6 BM61 R ;--e---[,[211„--v---m- _.RM1 RMi N ,. al p- -e-,!�RM1i 11__ n {j� II J �- IRM MaI NI - ..II r111111*1111N � _ E �p T NNu�i r i oi o _�� -.—� `o LL P II`v i ... 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IIS 6 -03 o BM2_ F,2 n. 1 Fit X11 BM2 BM2_IIIA l�'Y F12 ,ISI_®�' Fo3 � E '� A U Ftt + ;� El, F11 U c, ❑ F11 F11 _ - F11 �� ill F63 1 FIT , FYI 17 I I e o ®I © Mil h02 .. . F62 n o ). O iW F02 , A F11 - F11 A A F11 it ' F02 A 7k FD2 a 'YU F11 I F11 ly R H, 71 F11 II F11 MI ,H ' I F02 3111 R i�F02 W1 1 4 F11 "o F11 p� e 2 F11 4 £ i 11---1 I F11 - 11 F02 __ MI F11 -4 I t F11 R 1 F17 11 g SILL FD2 II _- .- —.♦ f. —Nmmmmmmmmm�3EiN Y ' CMR ' �-11E�6 ! S\ k 2 u t VRM1 ' F , / F11 F71 F T t F71 -e - - ,I.. ,, R - 02 I �RM119� F01 IT- -0 0 I 5Lu_—«..-_______,..1�IE 1 wl , 1Yy' -03 0 a IEL�._..._....41 .—__....1 M1 '1 �� �I F01 d® 0 FI' IRM., _ ¢ M1� D3i1i1 '� L RMi RTv11 GI a 0 a `g' a 1g' a `g' a 5- m o 'w o Dai o ro n o e L._ m - m d \I I .+ Products PMtID Length Product PIER Net OIy JOIST WITH RIM BK1 7-00-00 13/4X20 LVL 1 6 RMI 7-00-00 1.3/4X20 LVL 1 10 POLYGON RMI 5-0600 13'4X20 LVL 1 2 RMI 40000 1-3/4 X 20 LVL 1 4 EM1 4-00-00 1314020 LVL 2 2 ENGLISH REVIVAL 6-PLEX E-6(A)&K-6(A)ERT AREA 3 LOTS 23-28 I ALL BEAMS AND CONNECTORS PER ENGINEER I w BM23 4-00-00 13/4 X20LVL 2 6 BK1 2-00-00 13'4 X20LVL 1 4 0-117-179 UPPER BK1=BLOCKING Fl 000 I GAGING' Wier BK1 1-00-00 13/4X20LVL z a 40 LL S. TRUSS 1 RM7=RIM BOARD COMPANY BK1 0-00-00 13/4X20 LVL 1 4 5/24/2017 REFER TO STRUCTURAL PLAN FOR RM1 0-00-00 1-3/4X2011/1.. 1 8 ADDITIONAL POST TRANSFER BMB 0-00-00 13/4X20 LVL 2 8 BLOCKING REQUIREMENTS. RMI -00-00 13/4 X 20 LVL 1 2 BM2 5-00-00 1-3/4X20 LVL 7 7 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM21 5-0000 13/4 X 20 LVL 1 1 !'----- ---,I BM3 5-0000 13/4X20 LVL 2 2 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.j II —I—`I—II BM4 5-00-00 13/4X 20 LVL 2 22 BM2 400-00 13/4X20 LVL 1 5 HIT420 104 I FLOOR DESIGNED TO MEET OR EXCEED L/460 DEFLECTION CRITERIA RMi -00-0000 1�4X20LVVLL 1 1 SHEET 2 OF 2 BM24 4-00m I3/4X 20 LVL 2 e 1-3/4 x 20 LVL BLOCKING 92' DO NOT: BMs 4mm 1-3'4X20LVL 2 2 RMI 3-00-00 13'4 X20 LVL t 4 Loosen,remove,cut or notch RMI 2-00-00 1-3/4 X20LVL 1 22 © HUC476 12 SCALE:3/16"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-0000 13/4X20 LVL 1 8 0 N t) 1!` C F. O U .1l'-2 li2 9—# i i I r I .._ �I '-`' I , 1 j i1:, � _'""'1 ! .._._ ._m_ I`�.'LC) ;rtr i` ' I I'_" i i !`'..'!kr) _ a ..,,__.__W IRrw . �d j �� ice. �E' ! ".. I ! iji l ! j -- I to f oi ✓. I_ ... _ _ L._ NI .t. _ f I I 1 • 119111N: ; IR �, f. ° 1{ ..4 -.— 7i . 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E .. $Tt �"'"'""w""r�!is::I:alla, M .. ; . .. ., M(*1� [ — ":—.7.---41 J �r��il�arrra"t � m N- a 1,1111144 w 7 I8 F_ 4 ® CONFORMS TO DESIGN CONCEPT -` w o ❑ CONFORMS TO DESIGN CONCEPT WITH aL. ❑X CONFORMS To DESIGN CONCEPT m REVISIONS AS SHOWN i! i` --..___.._._.__ if CONFORMS TO DESIGN CONCEPT WITH CIt [I] NON-CONFORMING-REVISE AND RESUBMIT REVISIONS NOTED THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 - El NON-CONFORMING-REVISE&RESUBMIT 0 > tta f as WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE > FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE re C 00 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGNi DESIGN DRAWINGS AND SPECIFICATIONS AlL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Z w W I a N OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING 0 -+ L s�'t c By: Arnold R. Solomon Date: June 2. 2017 cp By Alexia Date 6/6/17,, E.".! Q o(40 V MILBRANDT ARCHITECTS cr,� �,c. cypi to CT ENGINEERING INC a. �,;U 1 W "� 2 2