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Plans (82) PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. Quality engineered wood�£C7ducfs fot'todav`;2 wIde(' 44 The plans may not be recused or copied,ind whole or part,without Use n these plans from Pacify other Lumber �, s RIIG1DLAM LVL RIGI©■\'IYI- company,which retains copyrights Co.and ownership of the plans.Use of these plans by any other {"�' � � �ty,�� product supplier other than Pacific Lumber Company is strict) gk mp y y prohibited.Unauthorized use or 88•• FORM PeCassara copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include f Zoe.,-v Rastrarra FORM'PROW= aecelRnaz penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfullµ -r 12 • RFP JOFoliar IST cI 11.QIU Oars START START "`I• r t..,_,F C e k"h:3 L GONTRAGTOR NOTES. PES/6N NOTA FRAMING FRAMINGg q@' \}'tI 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ / HERE le, }"'. t.,f. . .t}�a .s t1, % 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 9-1/2 RFPI-20 0 1 5"O . 9-1/2 RFPI-20 0 1 5"O.G. k (UNLESS STED OTHERWISE) EXCEED THE RE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 T 4)USE CAUTION WHEN CUTTING BOOR LOAD/N6: PATIO PATIO FOR PLUMBING 40psf LIVE LOAD R1 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD r _ R t I SHEARWALLS ...:. ...:.:. IP 1 - } APL4 ME SOpsf LIVE SAREAS: 77415 15 PLACEMENT PLAN ONLY 30psf LILOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD } • Architectural/Structural plans.Verify all 5 1 shear wall blocking placement and connectors. ROOPLOAO/NF '� Purchaser responsible for approving this 25psf LIVE LOAD C9: •: agout prior to any construction. 1'I psf DEAD LOAD im J2 J2 P v N J2 J2 N m-. .J1 J1 IR 1 R t '" " "'" �. .— =.---. X62 — — — -- — _—•.— - — —. ,: -.-1B :,`... J1 J1 J3 • : • : J ICS --JB V' J3J3J3J3J3J3J3J5J5J3 J3 J3 J3 J3 J3 J3 J3 J5J3J3 • �G _. -1-11/2" —1-1'-1 1/2" ��\��- J3 J3 J8 J3 J3 J3 JB JB J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 ���- I:1 .nu.e.ermnw.imow--'r.m.ewwa :mom :ew RFPI BLOLK5&PANELS WITH BEARS&WALL ABOVE B 1 1 3 - s N.T.S. 999 B1i1 414. Li!I.E �II POST WAD TRANSFER DETAIL 5.1.5. PORCH PORCH 1 IMPORTANT! REFERENCE INSTALLATION 1 CONFORMS TO DESIGN CONCEPT &GIDE FOR ALL FRAMING CONFORMS TO DESIGN CONCEPT WITHDETAILS AND I-JOIST INFORMATION REVISIONS AS SHOWN LEGEND: ❑ NON-CONFORMING-REVISE AND RESUBMIT PL 1 5-4Oe (Basement Floor) MIS S P DRAWING 3L5 HEN . FOR GENERAL E- Paciflãtumber o--HANGER CALLOUT POLYGON 1 9A(BASEMENT WITH JOISTS) WITH'h DESIGN CONCEPTNEM. OE k R.L?a " °� _---_ - -_ - —..- �-- fAPFtGA QP 'P-1'R'RESPONSIBILITY POP CONFORMANCE WITH HEMrk• Material Width Depth Ibrads tQ Gut Lth Tot Lth DEVON DRAWING'S SPECIFICATIONS R. *UC NAV PRIORITY ANDE® SUPPORTING POST , B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 248OVER EMIR SHOP DRAWING. . _ TRUSS COMPANY -POST LOAD ABOVE 52 RigidLam LVL 1 5/4 9 1/2 1.5E 2 2 4 BY: MRP Oste 1211012015 R -RIMBOARD JB1 BL KG 1."15LVL 1 5/4 9 1/2 1.5E 25 3 -15 } _�u . LB -LVL BLOCKING J32 BLKG RFPI-20 1 3/4 4 1/2 13 3 39 �' ENGINEERING INCA{iLERAtiuT „$CH 11111 105155W ALLEN BLVD BEAVERTON,OREGON 4-1005 (503)858-9663 JB ..JOIST BLOCKING J 1 RFPI-20 1 3/4 9 1/2 2 22 44 PLAN DESCRIPTION/NUMBER: 1 4A(BASEMENT WITH JOISTS) J2 RFPI-20 1 3/4 9 1/2 2 14 25 CUSTOMER: POLYGON J -JOISTCALLOUT J3 RFPI-20 1 3/4 9 1/2 24 26 624 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 11/50/15 B -BEAM(FLUSH w/JOIST) R 1 055 Rim 1 9 1/2 3 16 45 SCALE: }/4"- 1'-O" DESIGNER: PCAM/L HENDERSON DATE: 12/3/15 HDR ..HEADER(BEAM BELOW JOIST) Accessories B0/30O-BEAM BY OTHERS H1 1 II ITT4. 4 PL 1 5-4 0 8 BASEMENT FLOOR SHEET: 1 of 9 41 coNTRAGTORNWM OTES PACIFIC BER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"' 1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products fortodav builder- - 2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ]� (UNLESS NOTED OTHERWISE) Company,which retains copyrights to.and ownership of the plans.use of these plans by any other RIGI DLAtvi_ �y LVL IC IGI DRI.K 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited unauthorized use or (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include roar PRODUCTS ao:ceelwmPoaesraaonucrs 4)USE CAUTION WHEN CUTTING penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. FOR NG 4's Rrr 1Yi015T 5)PROVIDE OVIDE P PROPER SUPPORT AT ALL H ARWALLS aomavaoroarsrP OOLara TMS/5 A PLACEMENT PLAN On r This layout is to be used in conjunction with THIS FFLOOR 5r THIS SYSTEM WAS Architectural/Structural plans.Verify all MAIN FLOOR JOIST LAYOUT DESIGNED TO MEET OR shear wall blocking placement and connectors EXCEED THE LIVE LOAD Purchaser responsible for approving this SCALE: 1/4"- 1'-0" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/480 FRAMING 3'-31/4' HERE \ I \ PECK PECK 3.-5 /4 AMINE /zoom LOADING:LOAD I I I / HERE p5f LIVE LOAD F R1 I (2)B3 I R.1 R 1 (2)B3 l R1 1 I 12psf DEAD LOAD -J5 'J. J:.r _. r,� �. J 1AD J1 t '"- _} SLEEI7 LIVEsf LO Aar R 1 te... /Pi R� J, _. .* -E;- g_ 32psf DEAD GOAD - N J1 d} r J= 1 ROOPLOAD/N6r .. 5 U E- t- Irn11 U "` 25p5 LIVE LOAD $S tl ..... ..._ .. O to O ..... �:�} - ........._. _.. .........:._,.fi{...Jc... llpsf DEAD LOAD J59.ry Q.._. ... :D Oz m ;p 525•4..,f- J ...B3 ... J5 S, .. _A.i. _. .....t . ..-.. Jr ...., ® Z ® I ... ..... .. ..N _. - __ r:yi J5 • 11B W x ... Ji '.., .. J1 ... x "0 J5... ....JB '- .J::I: ..:::: ::. •- O f ZO B 11 Ir x O ry .15 .... .. ;}4. .._ _ .. .... 41 .... .... ._ a Q z d ........ . ..._ J} x J1 • K F r K -u ""'«, .�. 24" J, .IE 1-1.-1 1/2" =I _ ._ Jr 1 l''1 1/2" 01-Ii R1 W IU i W ... ... J1 ... x J.} ►�� " R1 JB1.: .....E .. J} : m i m _ J:} ......... ... '° '/ h U ":11 ::::. :.� r- ... 1, x O .... .... ....:::. J1 .... BSS""_` -Jr w,,..�. :::-,.,. , kn O _:_g.g:--- __....R..} � rn ... Jl �....,}5 R ," _-_ ..... B ._. O RPM-BLOGKH6 PANELS MIN NEARING ... ' 10 ® }— YULE ABOVE sr ® .R1 ( JS:: r ... ... 41 .._ '- I ... ._ }} ... .... -J5 R N.T.S. n _..... .. Rl .151 �, 1 rl W. ca II d2. 11 ._... __..... ___.. } ----J2 __._....... f_. _..........._ I�I III rt r J2 .{.: 1 ----\C aE..a.w.�,osawom«s I [ pp] 11 kI .... J2 II Il J2 .... .__ `- /`� .o.os..ao.,e. �{ -J2 \� r■ _.._ J1 2 ...._ J2" JI 2-- -- .._..... ....... _ - __- -J 19 2 "J2 ...152 ....... `�II\ N.wALLa�� A JIr KI ..J.3 -BS �._ ..0 eE-or,BEAM J3� II_zx �._ 4 10-3/S'J3 1 ... - - J31"..'R1 :.:. .. __ ...:.. .:.. .:.,. J3- .:..:. POST LOAD TRANSFER DETAIL [ _.... € JB1 # ... J31 ..._ II _... J2 11 .... ....... y J2 11....... ii 11 • 1I 42 11 1 42 J2.. LI ....... 11 11..... [[ iR1 —J- 1 PORCH I1 as J 1 J4 . PORCH Ir - - ---. ....._ . _.._ ........� .: _ R1 R1 I I I PL 15-408(MAIN) POLYGON 9A(BASEMENT WITH JOST5) IMPORTi4NT! Wit• Material Width Depth Grade Qty Gut Lth Tot Lth REFERENCE INSTALLATION B1 Rlgi:4amLVL 9/4 1 7/8 1.5E 9 4 12 GUIDE FOR ALL FRAMING B2 RlgidLam LVL 3/4 1 7/8 1.5E 1 1 6 1 b DETAILS AND I-JOIST INFORMATION B3 RiddLam LVL 3/4 1 7/8 C.SE 2 18 36 04 RigidLam LVL 3/4 1 7/8 C.5E 1 20 20 B5 RigidLam LVL 9/4 1 7/8 1.5E 2 14 28 Be RlgidLam LVL 3/4 1 7/8 1.5E 1 8 8 . LEGEND: B, Rgd am LVL 9/4 7/5 5E 2 2 Pao! Ba BIG BEAM 7 1 7/8 2.1E 2 14 28 _� � Ba BIG BEAM s 1/2 1 7/8 2.1E t 14 14 Filler blocking is not structurally reC{uiredprovided both H -HANGER GALLOUT Jt RFPI-20 3/4 1 7/8 66 18 1185 I-Joists are continuously lateral! supported b ® -SUPPORTING POST 12 RFPI-20 s/a 1 7/8 10 so 300 9 9 pp y J9 RFPI-20 3/4 1 7/8 a 92 125 connection to the sheathing at the top flange.In ppCOMPANY ED -POST LOAD ABOVE J4 RFPI-20 3/4 1 7/6 3 20 60 / addition,the joint in the sheathing shall be positioned & TR U S s JS RFPI-20 3/4 1 7/5 12 4 46 over the center of one of the two top flanges to assure R -RIMBOARD J6 RFPI-20 3/4 1 7/8 1 24 24 shear transfer between sheathingpanels. J7 RFPI-20 3/4 1 7/8 1 12 12 / 10515 Sri ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING RI osB Rim 1/8 e 16 28 °W'°° PLAN DESCRIPTION/NUMBER: 19A(BASEMENT WITH JOISTS) .� -JOIST BLOCKING -181 BLK6 1.75 LVL 9/4 1 7/e 1.5E 21 3 69 w s� "° "'° CUSTOMER: POLYGON J -JOIST CALLOUT JB2 ELK&RFPI-20 9/4 1 7/5 15 3 54 Regumwnenew Mon uu u:° w Nm M y:° Me, w:° a Accessories PLAN DATED: 11/50/15 B -BEAM(FLUSH w/JOIST) H1 MIT 1 t.Bor-ITT 1 1.aB t 5 e- DDL I-JOIST F1ITHOUT FILLER CONSTRUCTION °O°O° ` 1° 'b ` L0 ` `O ` `0 HIM -HEADER(BEAM BELO W JOIST) H2 Mlra 1 1.S a2 NTS. r ,r r ,e r u r m r b DESIGNER: ICAM/L HENDER ON DATE: 12/5/15 B130-BEAM BY OTHERS H9 Lssu125 PL 1 5-408 (MAIN) SHEET:2of s lig START FRAMING HERE 8-00-001 0 1141 BM1 1 � 24"OPEN WEB JOIST @ 19.2"O.C. o LIII ' .,I I� d - '3, POLYGON ® 3 19A (old 5019A) qq n n 1 PL14-411 UPPER ' 6 LNL ISL ; f { 1 2/ 21/2015 ffi • Products ': e m mm v v n n 'n n n n n "n n n n n n ° n n PIotID Length Product Plies Net Qty $ LL LLLL, LL LCL LL l LL l LL LLLL LL- LL LL LL 1LL 01 , 4 a1; BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ;� BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 N Ii ILL lLL I CN IN LL ' LL BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 a o BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 D 2 1�F� BED-BLOCKING s _ RM1=RIM BOARD R8,.E2&° -�, _JeL_Y–�_Jel—Y Ali--1 Jr_ –TZ 1 __2 _li– ACCESSORIES QTY - ---"IBM: �� — -- – -- O HIT424 64 • LL LL j 28.28 28 2 f28 ' 8 28°28F 2X4 DF#2&BTR FOR RIBBON 194' 3 8 LL r I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN a € I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. F01 I € i FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 3 ' E LL� 30 FLOOR LOADING UM 40 LL I_�- «.$ 1. LL LL ':.E.`1LL °,°,12m 112 co 'co ''.'2 '10 (.2 « IQ 1SDL BLL LL LL ,LL ,LL LL LL LL ;LL I . �® ®1 LL' LL :LL LL LL'. LL LL 'LL LL LL LL LL -----,' S , i 1 4 r VP" F03 �� 9 JOIST WITH DBL RIBBON O O I C �3- Pacts F2: 28 F2' o' A t i �� � :� i - , _ l l_