Loading...
Plans (120) 13 32-- S(.4i (7'1 LEGEND: -SS SANITARY SEWER Pacific -SD STORM DRAIN Com�nunit- —W WATER LINE llZslull 237.4 ® • MANHOLE 12564 2 Tigard Main 238.4 [rI 503-941-948 ■ CATCH BASIN 12/17/2012/17/201550.0' DATE: , 2o,s /I --1— — — — — + STREET LIGHT REVISIONS STRAW 11 Ali. o000o EROSION WATTLE PERIMETER NO. DATE DESCRIPTION 11CONTROL --_- - — 1 0 STREET SECTION, SEE 47 ( r I 32.41' CONSTRUCTION DOCUMENTS Ijl 45.64' I I SETBACK SUMMARY 1 1 I I I _ FRONT SETBACK: 12' 1 1 - I SIDE SETBACK: 5' 1 — II I STREET SIDE SETBACK: 10' I � , :� 1 REAR SETBACK: 15' I o 11 I I o I PORCH SETBACK: 8' I - 1 BUILDING: 3A-DL i GARAGE SETBACK: 20' 86 � i FF=248.1 I I I li a) 5.00' l F 85 -'� 5.00' 84 ,0 - I I I I 5,432 SF I 238 � �i ' -t t 240 •o I / I i I 2421 N —_ ; _i 1244 LOT COVERAGE: ,, i GARAGE- 1 I I24b LOT AREA: 5,432 SF ' 1 ' Z I I I POLYGON AT ' BUILDING FOOTPRINT: 1,585 SF o — — `Js___� , ' Po ' ---1 -7,_=-= WEST RIVER _� ----al I 1 s 11/4 f_ -I _i , HUJ 1 I ____ _6.00' .41 . ... PACIFIC LUMBER COPYRIGHT 2014 '-` ROSEBURG FRAMING SYSTEM"' � 1t 1.P' ,. quality engineered wood products fortodast bonder- w „.;"'E-"',„""° i 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 RIGIDLAM LVL. RIG��Rt . �� x..«..�, ".111111111111 II �� The pans whichy retains copyrights to,and whole p of the plans.oUse of these plans by any other rows rrsow waove rsrwu sauwsx e�ocxs ,I�I ' ^--�"- __ - All .es ver...,a..,.mx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 4 ,, fi ` `?' -------- , aeARNs .,or o�ocks copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include T.-.i- < .0 -.t ..i- i alatifna FOREST PROnvCrs YOmfaca,6T ram:v=5 DIN BEI-OOrt TO rusr.sove. \� —,,,,,..7.......„...„... .:„.......e. penalties of up to 420,000 per work Infringed,and$100,000 per work infringed willfully 40 RFPI�JoisT I1V lztsalwofodbaramoDLcrs 6........ // I)/, t a CONTRACTOR NOTES: DESIGN NOTES: .......•2..,,,,,r;;.0.4................., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS MAIN FLOOR WITH DAYLIGHT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR SCALE: 1/4"- 1'-O' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM BLOLKNS RI PANELS NKARNS MALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.T.S. N.T.S. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS (DOUBLE)11-1/3 RFPI-20® 1 9.2'O.G. START START SLEEP/NS AREAS: 1 (DOUBLE)1 1-1/8 RFPI-20 0 19.2'O.C. THIS/5/4 PLACEMENT PLAN ONLY 30psf LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING This layout is to be used in conjunction with ArchitecSEE SHEATHING NAILING ATTACHMENT NOTEIIIII® 12psf DEAD LOAD HERE HERE \ shear set blocking espons ble Foplacement approving thist�s. ROOF 25psf LIVELIMS OAD B4 _ ayOUt prior t0 any construction. 1 Tpsf DEAD LOAD -•:••••••• 101.. ._....: HDR 1. J61 � E J61 HDR 1 ,' i.• 44 4..i4. 44 44 44 44 J4 J4 J4 44 J3 J4 J4 .f4 J4 J4 J4 -14. -14.14 J4 44 44 - 44 44 J4 44 44 44 34 44 34 34 34 34 34 44 34 34 34 ,44 34 34 34 . 34 44 J4 44 44 44 34 34 34 34 44 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 : J4 J4 44 44 J4 4 J4 J4 J4 34 44 44 J4 34 44 .44 34 34.44 J4 J4 44 . R1 R1 4L IL IL 311L 41 JL • �1131_ — L :1BEdL L 1�1 L .... _ .........1 agL I t'I_ Jhr L__-.1 5.61 r ,r 11-1 r 1T—Tr-1, -Cr - 1r I : R1 i R1 1r 1r 1f..._..1 �,- ; L—. �i _r 1 11 r...JL JL...UL 41 41 J1 J1 J1 J1 41 41 J1 41 41 J1 1 41 31 J1-$2 ' R1 R1` B2 Jt Jt 41 J1 J .. ,R11 J'1, Ji 41 41 J1 41 J1 J1 41 41 41 i I RIk J5 ..-- B2..- ..... J5 J2 J2 F _. "\ til J2 5 v 0 O e... _ J2 � ... pf. ly\ 13- J51 .:: ! 431 0O J 2• ,. \ Q CONFORMS TO DESIGN CCNC=T J3 ry .... ,--J2 • £r>, '4. E CONFORMS TO DESIGN CONCEPTWITH t ISL t REVISIONS.AS SHOWN - K ._:... J2 13f _: t`.,, 0 JON-,ATF61IY -R RISE AND:ESJBu� z 1 J2 ._.. tel CO I 1 t cr,r L s..,BEEN E ESO cx 335 u_c yr MIKE -., N --... J2,ill .. -. MAN G v+.sYy f_.,*u'.�Ef: .f FOR�.F.dVs.&.Np.'i!f _... .. J2 ..._ ' }. s: R:F' *0-rc P:u::g:s All 33 SICK...,VE P:.;x:r, e-.: ....__.J ..� _... as EV s.Ma. W..010. N.E.T. .,..v;05108114 J3 "J3 CT ENGINEERING,INC, 4131 ` JB 1 43 f I PORCH J5 ' - J3 PORCH I 1 ❑(M.MORNISTO IMS en:aware,Rare IRMS..NO1TO /L-141 ria fz' l' 1 ❑ a,� R 1; . Pte+ .;w4 START FRAMING HERE START FRAMING HERE i M, sw. 9m Ad{H.TELT$ IMPOT./ RTAN RENEGED 5/8/14 IDA y\,, REFERENCE INSTALLATION PL 1 4-1 18(Main►Kith Daylight) GUIDE FOR ALL FRAMING POLYGON BA DETAILS AND I-JOIST INFORMATION /NH** Material Width Depth tirade Qty Cut Lth Tot Lth HDR1 BIG BEAM 5 1/2 9 1/2 2.1E 1 8 S B1 RigiQLamLVL 3 1/2 1 va 2.0E t b b ® DOUBLE I-JOIST CONNECTION SPECS . LEGEND: B2 RgdLamLVL 3 1/2 1 T/a zoE 2 a a mber 63 RigidLam LVL 1 3/4 1 1/a 1.5E 1 12 12 Filler blocking is not structurally required provided both RjI U HO—-HANGER CALLOUT 54 RlgidLamLVL 1 3/4 1 7/5 1.5E 1 22 22 I-Joists are continuous) lateral) supported b B5 RigidLam LVL 1 3/4 1 1/9 1.5E 1 ,e b y y upp y ® Bb R g dLam LVL 3 1/2 1 T/a 2.oE 1 e a connection to the sheathing at the top flange.In SUPPORTING POST BT 55 BEAM 5 1/2 1 va 2.1E i 14 14 addition,the joint in the sheathing shall be positioned & TR U S S (0 M P A N Y 1 ��2O 1 3/a i T/b 1 6 4 64 / over the center of one of the two top flanges to assure e -POST LOAD ABOVE J2 RFPI-20 1 3/4 1 T/8 8 18 144 shear transfer between sheathing panels. R -RIMBOARD J3 RFR-2o t 3/4 1 T/a 3 10 30 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING J4 RFPI-2o t 3/a 1 va 44 20 880 -w.ww, -15 RFPI-20 1 3/4 1 1/5 2 a 16 PLAN DESCRIPTION/NUMBER: 3A JB -JOIST BLOCKING 151 ELK&1.75 LVL 1 3/4 1 1/8 1.5E 33 - 3. 99 aw ,e �b,e 3,T Fal Spacing z ,152 ELKG RFPI-20 1 3/4 1 1/5 10 3 30 °'°""'""' "'" "" Ns "" "a "^ "-: "'^ -^ - Max - CUSTOMER: POLYGON J -JOIST CALLOUT R 1 t OSE Rim 1 1 T/81 b 1 12 DEL I-JOIST WITHOUT FILLER CONSTRUCTION m mr ' r °' z :° r z. r u-. PLAN DATED: 3/1 1/14 - -- - B -BEAM(FLUSH w/4015T) "-T.'s. NOR .•HEADER(BEAM BELOW J015T) 'cc ff sories r ,a r ,r r R. r z. r a DESIGNER: ICOM/L.NENDER5ON DATE: 4/14/14 H1 MIT411.88 16 ' MAIN with 550-BEAM BY OTHERS H2 MIT 1 1.88-or-ITT 1 1.88 1 a PL 1 4- 1 1 8 DAYLIGHT SHEET: 1 of 2 El CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN POLYGON ® NON-CONFORMING-REVISE AND RESUBMIT PLAN OPTION:3A BASEMENT WITH JOISTS MIS SHOP DRAWING.HAS BEEN REVIEWED FOR GENERAL CONFORB/NDE 14"OPEN WEB JOIST @ 19.2"O.C. WITH THE REIGN CONCEPT ONLY AND DOES BET RELIEVE THE P115-337 UPPER FAERICATDR/YENDOR OF RESPONSIBILITYFOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS AU.OF WHICH HAVE PRIORITY 10/12/2015 OVER THIS S:�P DRAWING. BY: MRP C/tN 10/13/2015 CT ENGINEERING INC �STARTFRAMINGHERE VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 1, 5-00-12 k : , RM1 1QX CONFORMS TO DESIGN CONCEPT 1„..., •�®' a. I Products CONFORMS TO DESLGN CONCEPT WITH /L r PIotID Length Product Plies Net Qty REVISIONS NOTED RMI 43-00-00 1"x14"APA Rim Board 1 1 I:3 /; " RM1 40-00-00 1'x 14"APA Rim Board 1 1 NON-CONFORMING-REVISE&RESUBMIT RM1 37-00-00 1"x 14"APA Rim Board 1 1 THIS SHOP DRAWING HAS SEEN REVIEWED FOR GENERAL CONFORMANCE RM1 12-00-00 1"x 14"APA Rim Board 1 1 WITH DESION CONCEPT ONLY AND DOES NOT REUSES THE a RM1 11-00-00 1"x 14"APA Rim Board 1 1 FANRiCATORNFNDOR OF RESPONS:B:L FY FOR CONFORMANCE WITH DESIGN , RMI 5-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS.SPECIFICATIONS ASS APPLICABLE CODES ALL OF WI/ICE RAVE ) BM22 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 PPJOR'I V OVER THIS SHOP DRAWING. I.-. O •0 0 0 0 0 o 0 0 0 0 0 0 0. o- °D BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ByJeremy Pfarr Date 10/16/15 LL. i` LL LL LL LL LL 'LL • LL LL u_ u. LL • LL u_ LL LL - q BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 UILBRANDT ARCHITECTS BM19 1300-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,- � BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IESBK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11 5 i, r r BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '(A) Ci BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 al I '� I g 3 d • a BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 yy I I if�,1 I I 1 ^(!�'i Y I BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 "—� :' -'-•--Y °x:• - 04 -_ M - BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 - a .i 1 ' a 8=0-04 -�- ME BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 111 11 , BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 " '° BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 = -' J. '• BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 . • BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 0 0 `-o o' o (� BM8 6 00-00 3 12 X 14 BIG BEAM 1 1 LL LL LL LLLri LL ^ I({4�� FLOOR LOADING 1■e !kn , BK1=BLOWNG 40LL �1 O O e •C O RM1=RIM BOARD 15 DL es' 01 �: Mil 111 ACCESSORIES QTY . 0 I•. I _ > e TH017140-2 53 - - - - Atii, =-7f - �-I:�M2I o o o...,o o © HUC412 3 , I iii `-'fit ■ li LL LL. LL LL LL 0 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' ail •Bi . v 4 i • LL a0 o oc II Pn aPi' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN li Li L E O O: i G V T 1 5 F i. "" - -; ' - •• REFER TO STRUCTURAL PLAN FOR ADDITIONAL m ; • ( K1 ilk II\� 1111r• _ POST TRANSFER BLOCKING I I� 0 �jl1G AND SHEAR BLOCKING REQUIREMENTS. cr=ii--- '.K�i _� "" q " I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.Mil 111 O -05-g,1 T i 41 (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( B I RIM 81 OCK'04-00 5 AREA I IBMSI ..,,. _.MOM .. 'I/ I 2 111 JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" SHEET 3 OF 3 Pacfi umber 8. TRUSS COMPANY _ ROSEBURG FRAMING SYSTEM' "" PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's bulkier'• no...„-r....,....` ° -' ��� /I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. "' souv BLocI°°.LL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG/ LAM LV L RI GI DRI M" rte';" � Rosrs PaoM.aovE ,,,,,,,,,,:47.:.- ,I To BE.RIus BELorv. Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other ..M, �. wsr.,LL sou.sHswcKs ,I�/ ' . ,III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ROSEtYAa'FOREST PRODUCTS AORBNAO FOREST PRODUCTS �� \� / BELouro POST cove. penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. �► �III!� B �RFPI-JoIsT I�/��/`� \V Q CONFORMS TO DESIGN CONCEPT II/\/ ;�I11\/ 0 CONFORMS TO DESIGN CONCEPT WITH \' II\, REVISIONS AS SHOWN CONTRACTOR NOTES: DESIGN NOTES: ° ..o� NON-CONFORMING-REVISE AND RESUBMIT 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 . m,wTHIS SHOP DRAWING NAS BEEN REVIEWED FOR GENERAL CONFORMANCE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,�,,,, .,,we„atiM°""'°°°"°" MAIN FLOOR JOIST LAYOUT WITH THE DESIGN CONCEPT ONLY MD DOES NOT RELIEVE THE EXCEED THE LIVE LOAD FABRUATGROENOGI OF RESPONSIBILITY FOR CONFORMANCE WITH TIE (UNLESS NOTED OTHERWISE) SCALE: 1/4"-1'-0" DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPi BLOCKING PANELS WITH BEARING WALL ABOVE POET LOAD TRANSFER DETAIL OVER THIS SHOP DRAWING. (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.T.S. By,MRP Bete 10/13/2015 4)USE CAUTION WHEN GUTTING R LOAD/NG: CT ENGINEERING INC FOR PLUMBING FLOOR LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS (DOUBLE) 11-1/SRFPI-20� 19.2"o.c-. • START START TH/5/SAPLAGEMENTPLANONLY. WOpsfSLEELIVELOA5: (DOUBLE) 1 1-1/5 RFPI-20 a 1 9.2"O.G. 1 30psf LOAD FRAMING FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII�' Architectural/Structural plans.Verify all / HERE HERE shear wall blocking placement and connectors ROOF LOADING: 1 `] I' - � , I Purchaser responsible for approving this 25psf LIVE LOAD Bu; -- ,I- - --- - R. -B5 _ __---__ ayout prior to any construction. 11psf DEAD LOAD _..._H R-1 - il 1 n ` I ll ,¢.3 I QI ill l�'1P_!Pt•liMiiIIi_.. i -I T° _ - , I. ! I EC RI I V} 1 ii 1 it 1 II 1 � 1 ii1 111 1 QX CONFORMS TO DESIGN CONCEPT �3, ii CONFORMS TO DESIGN CONCEPT WITH ! I I 11 II i!! I !� REVISIONS NOTED I I Ill 'I 0 NON-CONFORMING-REVISE&RESUBMIT i1 1 iii ( T u SHOP DHAmrvc Has PEEN REVIEWED FOR GENE.aNFDG.nwrvcE V {� ,j 1, I D DOS IpT REL cVE THE ! V J ir, 11 II FgBRICATOFNED IHIII-Y FOG ONSPORMANCEATHOESIGN ..� J J I J J I .. J I J1 ,.I J 1 j 1 .I -I h 1 J 1 1 1 J 1 `1 J 1 I.1 1 .::11 oRAwIHCs.sGECI a GP,IcaMLE couEc.ALL of TOM HAVE .� ! 1 J J �" _1 J �1" J1 -1 _ J 1 J .Ii 11 J1 1 1 1 Y1PRIORITYDVE PAS SHOP DRAWING. 7 -� y 1 J 1 1 1By R Jeremy Karr Dace I0/16/15 �i '� / .t v �yb y. Rt ! '"1 ! 11 ii 1 ! ! 1 R1 MILBRANDT ARCHITECTS g �' .,� " 11x. _ ' � ` I I 1 11 I1 1 1 1 I 11 II 1 - -_-I II.. " ::; ,_ni._.. .._ IIw II _II:-_ I1 .--- .L.._.1 II-_ I II .._II_ I -.II _ II II_ II II"'I I II _._II II _.II mil "' I.1_....i•_ �....J1L - L_�l_ ._ III-- J - -- - J �1 6 --- R1 R1 B2� rig. 1 F , r.._., :g .... _ 4Y"._ ._ ___ T' i-B4T - T -_.i,. 'I i i' 1 B _.._"1 1 - - - - 1 I * 5 2 2 l2 • 42 Je J. • i ' 1 1 e. Fw�iww a iiississiii issiiisissasiisssai IIUI1 Bri 6 f' - ' '_:_:_:::—s-- I Ii . H 1 1 1 / I I I 111 1 1 - I 1 1 J1 — (!I 11 1 1 •J 1 -I1 = - -1= -1 1 1 JB1 I I EST • . I I I I1 PORCH I I I PORCH Is 1 I �' 1 \ START START / R 1 1! 1 - i L FRAMING FRAMING 1 HERE HERE 1 1-175 RFPI-20 B 19.2"O.G. - 11-'7/5 RFPI-20 B 1 9.2"O.G. IMPORTANT./ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-339 (MAIN) POLYGON PLAN OPTION:3A BASEMENT WITH JOISTS Mrk• Material Width Depth Crede aty Cut Lth Tot Lth DOUBLE I-JOIST CONNECTION SPECS MI LEGEND: B 1 RigidLam LVL 3 1/2 11 T/8 2.0E 2 0 16 V B2 RigidLam LVL 3 1/2 11 T/e 2.0E 1 6 6 Filler blockingis not structural) required provided both B3 RIgldL am LVL 3 1/2 11 T/8 2.0E 1 4 4 y a �--HANGER GALLOUT connection are continuously ing at laterally top I aCi umber B4 RigidLam LVL 3 1/2 11 7v8 2.5E 1 14 14 connection to the sheathing at the top flange.In ® B6 RigidLam LVL 1 3/4 11 7/8 1.5E 1 22 22 & TRUSS -SUPPORTING POST B6 RigidLam LVL 1 3/4 11 1/5 1.5E 1 a a / addition,the joint in the sheathing shall be positioned COMPANY ® -POST LOAD ABOVE HDR 1 BIG BEAM s 1/2 1 1/2 2.1E 1 8 a /.� over the center of one of the two top flanges to assure R1 055 Rim 1 1 1 T/8 1 1 6 1 1 2 shear transfer between sheathing panels. R -RIMBOARD J1 RFPI-20 1 3/4 11 T/8 51 20 1020 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING J2 RFPI-20 1 3/4 1 1 1/8 12 4 48 FIre Width J3 RFF1-20 1 3/4 11 1/5 3 18 54 ' e+nom ��+m �,rr >,a PLAN DESCRIPTION/NUMBER: 3A BASEMENT WITH JOISTS JB -JOIST BLOCKING .181 BLKG 1.-75 LVL 1 3/4 11 7/6 1.5E 25 3 15 Nal Spars R«,",-m.m. Mm Max Mn M. Mr Max Mm M. Mn Max CUSTOMER: POLYGON J -JOIST GALLOUT JB2 BLKGRFPI-20 1 3/4 11 T/8 10 3 30 DBL I-JOIST WITHOUT FILLER CONSTRUCTION BP box r +e r +e r SP r z° r z° PLAN DATED: 1 0/5/15 B -BEAM(FLUSH w/JOIST) Accessories 5.T5. r +e : +e r M P r HDR -HEADER(BEAM BELOW JOIST) H1 MIT41 1.88 20 e` r '0 DESIGNER: KAM/L.HENDERSON DATE: 10/1 2/1 5 H2 MIT 1 1.88-or-ITT 1 1.88 1 6 050-BEAM BY OTHERS HO HUC410 1 PL 1 5-3 31 MAIN SHEET:2 of 3 -aK" PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" "oteermsaan , ' qualify engineered wood products fortodays builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. Am. souo aLocK u� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber .a„” ,II II' PozsEao"nEovE Company,which retains copyrights to,and ownershipof the plans.Use of these plansan other RIGIDLAM•LVL RIGIDRIM ,,,,,,",,.,,,y k. TO EEn"121';on. P y P P by y �K.���. , CErA��sooAs«s..oa55 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or w,-e„: aLi AL.,a. ig vaserurosoeEmpaoaucrs aottmmlarocEsrvvoaucrs --- - eEAw�w AREAor OVEKs penaltiesing of these plans.Infringes work infringed,under the Copyright Act.Infringes face liabilities blues that include '�,' `` EE�o.v TO POST ABOVE of up to 420,000 per work and$100,000 per work Infringed willfully. u� RFPI JO ST illt CONTRACTOR NOTES: 0E5/6N NOTES: D°n","'o° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „ ,-,d-„�,,,,�,,,a,-„a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .�w��.,"..�.717;, EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWI5EJ 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOCKIN&PANELsmTH BEARIN&r1ALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL p:f VOD 1 2D SHEARWALLS 1 psf DEAD LLOAD 9-1/2 RFPI-20 @ 16'O.G. • 9-1/2 RFPI-20 SLEEP/NG AREA5- START 1 6”O.G. START 7-His ISA PLACEMENT PLAN ONLY 30psf LIVE LOAD I I This layout is to be used in conjunction with 1 2psf DEAD LOAD FRAMING I I FRAMING Architectural/Structural plans.Verify all HERE PATIO I I PATIO HERE shear wall blocking placement and connectors RoofLOADING: - I / Purchaser responsible for approving this 25psf LIVE LOAD fi 1 - _ _ _ ayout prior to any construction. 1'ipsf DEAD LOAD I I I I I l I .L 1 J ____I. Jv 1 L JB2 I I I R1 J1 J1 J1 1 -1 J1 J1 J1 J1 J1 J1 _1 J1 J1 11 ; IIL 1 1 _1 J1 1 J1 J1 J1 .i1 J1 -1 I J2 J3 3 JB J3 J3 J3..3 J3._3 J3 -3 a .i3-13 J3 -3 J3_3 Jp 1 IIR1 R1 I I III I I ; I II I � I I ... I 1 JI4 I II k �1 r1 ,I k , Itis, II F--9'-2 1/8” ' 9'-2"1/8"-1 I—i PORCH - 1 PORCH IIMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-331 (Basement Floor) END: POLYGON PLAN OPTION:3A BASEMENT WITH JOISTS pawn um er Mrk* Material Wfd th Depth Grade tatty Out Lth Tot Lth a.HANGER GALLOUT J 1 RFPI-20 1 3/4 9 1/2 1 5 24 350 ® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 1 26 26 J3 RFPI-20 1 3/4 9 1/2 10 28 280 BASEMENT FLOOR JOIST LAYOUT & TRUSS COMPANY ® -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1 5 5 SCALE: 1/4"-1.-0- R -RIMBOARD J5 RFPI-20 1 3/4 9 1/2 1 20 20 5930 JEAN ROAD LAKE OSWEGO.OREGON 97035 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 2 2 4 R1 OSB Rim 1 9 1/2 5 16 80 PLAN DESCRIPTION/NUMBER: 3A BASEMENT WITH JOISTS JO -JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 26 3 T8 CUSTOMER: POLYGON J -JOIST GALLOUT JB2 BLKG RFPI-20 1 3/4 9 1/2 26 3 '18 PLAN DATED: 10/8/1 5 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM'L.HENDER5ON DATE: 10/12/15 HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 11950-or-ITTI.5 4 080-BEAM BY OTHERS BASEMENT PL 1 5-3 3 FLOOR SHEET: 1 of 3 /-t 57-1-ol(r-no/c•S • � 3 6.32- 5Gr, 7y/ ti 10-12-15 J1 MAIN Roseburg 12:58pm A Fors.svt Prrtdlucts Company 1 of 1 CS seam 4.21.0.1 kmseamEngine 4.13.8.1 Materials Database 1534 Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, L/240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename: Beam1 18 3 0 0 18 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) N/A 1.750" 765# — 2 18' 3.000" Wall DFL Plate(625psi) N/A 1.750" 765# — Maximum Load Case Reactions Used for applying peel loads(or line loads)to carrying members Live Dead 1 589#(368p1f) 177#(110p1f) 2 589#(368plf) 177#(110pif) Design spans 18' 4.750" Product: DBL 11 7/8" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS Minimum 1.75"bearing required at bearing#1 Minimum 1.75"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3519.'# 7280.'# 48% 9.12' Total Load D+L Shear 765.# 2840.# 26% 0' Total Load D+L TL Deflection 0.3517" 0.9198" U627 9.12' Total Load D+L LL Deflection 0.2705" 0.4599" L/816 9.12' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON PJlproductnamesaetademaksoftheir espectveoxners KAMI L HENDERSON EWP MANAGER '1'JE copy ght(c>2ot s by simpson st ong re company lnc.nLL lxlc� rs lzESERVEo. PACIFIC LUMBER&TRUSS "Passing is defined as when the member,floorjnfo,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading conditions,and Spans listed on this sheet.The design BEAVERTON,OREGON must be reviewed by a qualified designer or design professional as required for approval.chis design assumes p rdast irrstallation according to the manufast nx s specmfcabons. 503-858-9663 Roseburg J3 BASEMENT 1x12.15 12:57pm 4 Ferret Products Crmtpam 1 of 1 CS Beam 4.21.0.1 kmBeamEngine 4.13.8.1 Materiats Database 1534 Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: 11480 live, U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename: Beam1 7 3 0 9 5 0 9 7 0 2630 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 221# - 2 7' 3.000" Wall DFL Plate(625psi) 3.500" 3.500" 665# - 3 16' 8.000" Wall DFL Plate(625psi) 3.500" 3.500" 769# - 4 26' 3.000" Wall DFL Plate(625psi) 3.500" 1.750" 279# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 179#(134plf) 42#(31plf) 2 524#(393plf) 141#(105p1f) 3 597#(448plf) 172#(129p1f) 4 220#(165p1f) 59#(44plf) Design spans 7' 0.375" 9' 5.000" 9' 4.375" Product: 9 1/2" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 560.'# 2820.'# 19% 21.82' Odd Spans D+L Negative Moment 693.'# 2820.'# 24% 16.67' Adjacent 2 D+L Shear 399.# 1220.# 32% 16.67' Adjacent 2 D+L End Reaction 279.# 1151.# 24% 26.25' Odd Spans D+L Int.Reaction 769.# 1775.# 43% 16.67' Adjacent 2 D+L TL Deflection 0.0480" 0.4682" U999+ 21.82' Odd Spans D+L LL Deflection 0.0398" 0.2341" U999+ 21.82' Odd Spans L Control: Max Int React DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names aretrademarksoftheir respective owners KAMI L HENDERSON `X"le copyright(C)2015 by Simpson strong-Tie company Inc.ALL Rlcl-rrs nESEIzvED. EWP MANAGER PACIFIC LUMBER&TRUSS "Passing is defined as when the member,floorioist,beam or girder,shown on this drawing meets appticade design criteria for Loads,Loading Condtiors,and Spans listed on this sheet.The design BEAVERTON,OREGON must be reviewetl by a qualifietl designer or design professional as required for approval This design assumes product installaiton acmmirg to the manufacturer s specifications. 503-858-9663