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Plans (47) PACIFIC LUMBER COPYRI6HT2U16 ROSEBURG FRAMING SYSTEM'" p �- ♦ quality engineered wood products for today's builder- `�u�'''''.n'„° ♦ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. ♦ 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 D RI M" .M.°..,a�i�I'- 'I (' ♦♦ Company,which retains copyrights to,and ownership of the plans.Use these plans by any other R.�ea.n„" ro EEnaixv EE�orv. of „• w+: PER VE wansxeLOAKs -w.�. _____ , BEeoeTO ,e.nnrcx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSTRUMS FOREST PRODUCTS ROSEBURG FOREST PRODUCTS �� ' - I) serAREA s�naoKs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include `� penalties of up to 420,000 per work infringed,and$100,000 per work infringed willfully. = Milt 470P -RFPFJ©IST ,°wx — h # PERMIT ADDRESS CLOSED CONTRACTOR NOTES: DE5/6N NOTES: �.At .-.,...°,.��, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS """"�'""'tea°"'" °c-° 129 MST2016-00358 17094 SW JEAN LOUISE RD 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS WITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 130 MST2016-00359 17082 SW JEAN LOUISE RD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA nr.s. N.T.S. (UNLESS NOTED OTHERWISE) OF L/430 131 MST2016-00360 17070 SW JEAN LOUISE RD 4)USECAUTIONWHENGUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 132 MST2016-00361 17066 SW JEAN JOUISE RD 5)SHEARWALPROVIDE ROPER SUPPORT AT ALL 12psf DEAD LOAD SLEE133 MST2016-00362 17052 SW JEAN LOUISE RD THIS 15 A PLACEMENT PLAN ONLY. 30psP/N6E AREAS: This layout is to be used in conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 @ 16"O.G. .1-1/2 RFPI-20 6 16"O.G. 9-1/2 RFPI-20 @ 16"O.G. '1-1/2 RFPI-20 @ 16"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: STARTPurchaser responsible for FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE FRAMING HERE O®1 6 O.G. y prior to a y construction. this 11puf DEADEE LOAD _._._..__ R 1 R 1 IOn t f LOA II=_ ------_ - R12 Si START/ „ R1 R I I I• 1HDR3 �� .— \ `-_�------j_-___._ --- � __._..f._ a out r' n c 1 s ®° li I I I HDR3 I}IDI3 t�� I I I I ! I !I l I I' 1! I I 1 11 ! I 1 I I� I I I � .� II 1 I� ! j I �I 2 I) CONFORMS TO DESIGN CONCEPT I r. r I!, - �• i j ❑ CONFORMS TO DESIGN CONCEPT WITH "11 •cB II 'i! !I • �I nl REVISIONS AS SHOWN❑ NON-CONFORMING-REVISE AND RESUBMIT "1 �l 1 �i1 ! BJ:�1 R7 11 I I •r4ITH THEIS PPESIGNNCONCEPTS EONLYEN EAND DOESVIEWED ONOTTEAEELLIR'EAL OTHEP.IIANCE 1 J3.13�3 J3.� J3 ��jLZ , ��'1-ID 1 ,- 11 i; I22F.ABAICATOAIVENDOR OF RESPONSIBILITY FDA CONFORRWNCE WITH THE z , , J, , u D- - 11 li ! Ht R 1. HDR .I J 2.� J .J1{"Z JZ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF HATCH HAVE PRIORITY ++ - I ,lit OVER THIS SHOP DRARING. •�Jfl-t ,I'(•F '�'� - f- B Arnold A.Solomon Date:April 20,2016 ,-L--i,:,7_-_ :7.:. i[ I J J;�F J I. .k}-S J J4 J!4 ' .1 -4 J J#J�J i%. Y: - CT E _ -r - R1�- NGINEERING INC ® 1El - I 11 X CONFORMS TO DESIGN CONCEPT @ LANDING E#4 ' I. 11 J, ;� #° -'!--. II I 1 l� '"', I I I m�'�------______@ LANDING CONFORMS TO DESIGN CONCEPT WITH LEVEL ' _ 1 I R1 I R1 I R1 LEVEL ❑ REVISIONS NOTED ' it - -°1 1 - R 1 R 1 IR 1 ! I 11 R 1 R 1 I a ❑ NON-CONFORMING-REVISE&RESUBMIT B3 - • • I = —I B • THIS SHOP DRAWING WITH DESIGN CHAS EPTBEEN REVIEWED FOR GENERAL CONFORMANCE ONLY If7D- I R2 DOES NOT RELIEVE THE ABRICATORNENDOR OF RESPONSIBILITY DOR CONFORMANCE WITH DESIGN I Y __ __ _ Hid�RB _ HDR2 1 - ;g-g`• -- -- — -� PRIORITY OV THIS SHOP DRAWING.APPLICABLE CODES,ALL OF WHICH HAVE • �_i ., „ NGC,SP ' I `- 'ill; J5 BOVER David R Burnett Date 4/21/16 �� I 1 m '.. lift x 0,,,;,j 2 JL ' ' ' isrl,- Ii I 1 2 ® MILBRANDT ARCHITECTS I„, 1'1, l- 1 1 11 II 1 Bs 2 Bs 131 I 2 Bs 1 B 1 J1s 1il II 1 1 ,B1 ® B'1 J' -- �' • B 1 ;1.1E3 1 1 13�. �1 -07 1 I L �� � 511 T �i2-I2 I�J Ik J 2 e q ,,-;_ II l _J lo - 'IT ',$!.3,43 J �3-Ip-31:• -f:13;J ,� J3,�3_3.13 'I -�� '® ii Jli yy 1 Al nrr�R_``�� 1 �ji JS 10 J5 j II H' 15 k I I ■J I.. 1•/ I 1 I 1 + I I' R,3 � G 1 R2 - I II 2 R1 I: ,• : JJ-Ne /� I II .iR1 .442_� 1 :I t { R1 --RSI It R1 (u\ R1 R1 R{_ R2 R 1 �7 2 --h-- -----0, R1 LOTS 1 2 9- 1 3 3 PL 16-91 (MAIN) POLYGON ENGLISH REVIVAL 5-FLEX E-5(A),K-5(A) Mrk• Materiel Width Depth Grade Qty Cut Lth Tot Lth B 1 BIG BEAM 3 1/2 9 1/2 2.1E 14 18 252 B2 BIG BEAM 3 1/2 9 1/2 2.1E 12 4 4D IMPORTANT.( B3 BIG BEAM 3 1/2 9 1/2 2.1E 4 14 56 REFERENCE INSTALLATION B4 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 GUIDE FOR ALL FRAMING BS RIgiQLam LVL 1 3/4 9 1/2 1.5E 3 12 3f> 136 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 DETAILS AND I-JOIST INFORMATION B1 RigidLamLVL 1 3/4 9 1/2 1.5E 2 a 16 MAIN FLOOR JOIST LAYOUT 138 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 8 BR BIG BEAM 3 1/2 9 1/2 2.1E 2 10 20 SCALE: 1/4"- 1'-0" LEGEND: R1 1.15513 Rim Rim 1 3/4 9 1/2 1.5E _ 39 20 150 R2 Casca e 1 9 1/2 6 12 80 pact', �, umber OH --HANGER GALLOUT HDR 1 BIG BEAM 5 1/2 11 7/8 2.1E 2 20 40 HDR2 GascaQe S.L 24F-V4 3 1/2 10 1/2 Fla-2400 6 12 12 ® -SUPPORTING POST HDR3 Cascade S.L 24F-V4 3 1/2 10 1/2 Pb-2400 5 16 80 & TRUSS M P A N Y JB 1 BLKG 1.15 LVL 3/4 9 1/2 1.5E 94 3 282 ED -POST LOAD ABOVE 21 RFPI-20 3/4 9 1/2 14 4 56 R -RIMBOARD 22 RFPI-20 3/4 9 1/2 26 20 520 23 RFPI-20 3/4 9 1/2 34 18 612 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 L5 -LVL BLOCKING J4 RFPI-20 3/4 9 1/2 25 22 616 JB -JOIST BLOCKING J5 RFPI-20 3/4 9 1/2 13 8 104 PLAN: ENGLISH REVIVAL 5-FLEX E-5(6),K-5(A) 26 RFPI-20 3/4 9 1/2 6 12 12 GUSTOMER: POLYGON J -JOIST GALLOUT 21 RFPI-20 3/4 9 1/2 3 15 45 PLAN DATED: 2/1 3/16 B -BEAM(FLUSH w/JOIST) Accessories • HDR .,HEADER(BEAM BELOW JOIST) H1 THO 11950-or-ITT9.5 55 DESIGNER: /G4M/L NENDER50N DATE: 3/4/1 6 550..BEAM BY OTHERS H2 H0410-or-HU4 10 18 PL 1 6-9 7 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > ; START FRAMING HERESTART FRAMING HERE START FRAMING HERE � � � � <START FRAMING HERE 0 o o o 0 IBM4OI JBM6i BMBI RM1 IL-_ --- --- - ill M1I — - ii RM1 RM1 II I II = JBM = �IRM1 RM111 M �IK IL �� -} �- _ _ K1 � RM1 - - Fit_ _- __ ---. _= 1 - 'r� -_ _ - - - o I - ILm m im m m m nilly - I� - � ' ,., oo �� IIS o I - -- ill� 'I =R 14.__ -M1{ cqb _ _RK� _ �� IBM401 �R O I 1 U_ LL LL LL LL LL sq= _ 1 II c • m J N - B m I � 'i i Iry - 4 o o o o o 0 0111 1 o 0 0 0 0 0 0 o I -- I t`1140..1 m m I 1213-1 ` 4 'T `�II ®12-10-15 I m q IIYJ�12-1�1-15 , 112 F, 10 v I I ®13-01-00. III i m co i LL LL LL LL LL LL LL { o fl �. M � m lu IC I' m Ili f II 13-01-0C® IH I v 111 0 ,. HI i I F05 g ( o w l W 1 l I 0 , I ce I- I II >KA , . 11 I 1 RM1��1..- 0 �...I�6J III !© N -I���I�� -,, � J11, RM1 m I � _ _ co Tr �J. Y-„ • dill_ _ lit N " _ N ��RM1� III i II � 'J Q IN rG N N I 4 4 cc Ir'I _ i�_. 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RM1 C� RM1I - 1 -J Lx� cc IRM1I a. v 1- F_ 1- F ❑X CONFORMS TO DESIGN CONCEPT E. ® CONFORMS TO DESIGN CONCEPT v CONFORMS TO DESIGN CONCEPT WITH O 0 U 0 V ❑ CONFORMS TO DESIGN CONCEPT WITH N o ❑REVISIONS NOTED y xO y o %n IC REVISIONS AS SHOWN _re Z 0 NON-CONFORMING-REVISE&RESUBMIT re Z Lt ' re OLL 0 NON CONFORMING REVISE AND RESUBMIT C 3 THIS HOP DR AING HAS BEEN REVIEWED F R GENERN_ FO J BICE a 3 a a O WITH N CONCEPT ONLY M Do S NOT RELIEVE THE v 0 THIS SHOP DRAWING HAS SEEN REVISED FOR GENERAL CONFOHHAN E N FABRIC 000 ROROP SI I I.Y ORE I'ORMAITE 'II'�DESIGN = ' O= S WITH THE DESIGN CONCEPT ONLY RED DOES NOT RELIEVE THE _ TRIO INGa SPECII SHOP NS,AND MFLN:ABte CODES,Pa OF WIC4 HAJE co co us PRIOG?Y CYER HS SHODRAV,ING ZS zo FABRICATOR,IVENOOA OF RESPONSIBILITY FOR CONFORMANCE;Om THE DESIGN DRAHINGS PRO SPECIFICATIONS ALL OF VYHICH HAVE PRIORITY By David R Burnett Date 4/21/16 OVER THIS SH00 DRAI0100. MILBRANDT ARCHITECTS By: Arnold R.Solomon Date:April 20,2016 CT ENGINEERING INC LOTS 129-133 III — + Products P1otID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RMI 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-5(A)&K-5(A) 1 ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING: Pacifi P.', umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 BKI=BLOCKING 40 LL BM40 11-00-00 1-3/4 X 20 LVL 2 4 PL16-97 UPPER RMI=RIM BOARD 1SDL COMPANY BKI 10-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR & TRUSS x. RM1 10-00-00 1-3/4 X 2D LVL 1 7 3/4/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 41W BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. RM1 4-00-00 1-3/4X20LVL 1 3 ACCESSORIES QTY .=.. ...—=1"110..,..v... ....... � —` — ��I BM24 4-00-00 1-3/4 X 20 LVL 2 6 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I �� RM1 3-00-00 1-3/4 X 20 LVL 1 3 A HIT420 86 SHEET 2 O F 2 _ RM1 2-00-00 1-3/4 X 20 LVL 1 21 RM1 1-00-00 1-3/4X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen,remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0" on 24"x36"SHEET any part of the open web joist.