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Plans (77) 30 7(-1 542 l7c16 /moi // —00 i. y' { Cry LEGEND: RECEIVED —SS SANITARY SEWER Pacific c —SD STORM DRAIN Communit\ Uesloll MAR 2 3 2016 —w WATER LINE 12564 SW Main Street O • MANHOLE Tigard,OR 97223 238.4 !CITY OF TIGAQ , ■ CATCH BASIN m x941-94a4 /2:;8.8 �tlILQING 01VISIf� STREET LIGHT DATE: 12/17/201550.0' { REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 0* 4 EROSION CONTROL ,j STREET SECTION, SEE 1 I CONSTRUCTION DOCUMENTS cp II , I 43.64' 30.41' , SETBACK SUMMARY 10 FRONT SETBACK: 12' I — _ I IME SIDE SETBACK: 5' • STREET SIDE SETBACK: 10' �Iil I 1 REAR SETBACK: 15' - 1 j` --- - :o ;' PORCH SETBACK: 8' fg BUILDING: SDR-DL o 1,1 • GARAGE SETBACK: 20' m L1 ( FF=249.2 85 5.001 1 84 ' Ii 83 I o i � i�— 5,432 SF -i I I 5.00' / �1 ' HI-III LOT COVERAGE: El1 N I 1 I. -;i2�' c I I I GARAGE-- j'1- I LOT AREA: 5,432 SF i ' '10 POLYGON AT i - . ;$ I , Li o i I ,' ; 1 -�-/---L rBUILDING FOOTPRINT: 1,826 SF WEST RIVER W 2 _ II Li--- POR H, __ L = I -•,,,,,e / i _ COVERED PORCH: 54 SF TERRACE h I -- L rJl PUE � ` rn " I i CANTILEVER LIVING SPACE: 12 SF -4:13 - — i — — �, 17.00_ 15.42'-20.00' a� L 247.6_—1 COVERED PATIO: 0 SF O 243.5 !1 lit '� o /��t �, . .— —— �� : ��1 DECK AREA: 225 SF ��� -� �M�oo'ai, s,, ` / i� LOT 84 3 TOTAL COVERAGE: 2,117 SF �'—� \� \ � k4fflo�melli �.� PLOT PLAN 2 I1,_��I _-I■I�flnt�iii\ / SIDEWALK r.,' . ` WATER ' ER Ma 39.0 % D_ _ F.° PLANT(1) STREET _ s s, ;__", ss I tett 6 4 JbIMPERVIOUS AREA: 2,630 SF SANITARY LA RAL o TREE: 2"CAL. A SW 1 4TH LOOP _ IT - KATSURA TREE/ SD SD . 1 CERCIDIPHYLLUM SD —SD- i';; STORM LATERAL 8 — JAPONICA M -,M \ M / of r '"AR ., POLYGON NORTHWEST (503) 221-1920 Approve:: .-7 Manning 0 O, ] PROJECT NO.: 395-029 % 2S1 W6 c �� �/ TYPE: CONSTRUCTION Date: /lT!/ 0 SCALE REVIEWED BY. PRE LOT 84 (R-7, LARGE) 10 0 M .__,R _ Initials: L._� 13_- 1 POLYGON AT WEST RIVER TERRACE 13674 SW 174TH LOOP INCH=20 FEET POLYGON SD PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 1 START FAMING HERE PIotID Length Product Plies Net Qty RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 ! gig o B, J '71111 _ RM1 40-00-00 1"x 14"APA Rim Board 1 1 ° RMI 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 e RMI 2-00-00 1"x 14"APA Rim Board 1 2 ,_ LI- = 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 1 y' _ BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 , k. p I BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IuL- 1 3,� A a BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM.EI BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 pAi _ BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 $ _ I — II F BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11" BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 . 4Cal ffiigil , -0� 1� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 m �� �p) BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 ' [ 1 := .=_L_ BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 _ BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 .� IBM5I Ili: !,41,_ c BM11 4-00-00 BBO2 1 1 •E — — _ 0 _ I� ___ — .. i .. ___- F 001 R I OARING 11111* �Il BK1=BLOCKING !c" P RM1=RIM BOARD LL 40 40 DL II ¢ ACCESSORIES QTY - DE1 0 e ® TH017140-2 26 © ITT14 3 r, 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' e MILBRANDT ARCHITECTS r- ',� ' t 1A , :_N'I tGi- `` ,C.4' <"" © HGUS412 1 �— a) m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I ® CGN`OR 1 TO DES.N C"vNCE>•: I REFER TO STRUCTURAL PLAN FOR ADDITIONAL C •• 0 COVOQMS'0 DES:GN CON CE�'Wri 77i, ® POST TRANSFER BLOCKING REVISIONS AS SHOWN _� I AND SHEAR BLOCKING REQUIREMENTS. __ __ (� YON-CONfORMIRc-R:•rTSE AND RESUBM 6-0 . — -- '_ —_ -— HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I "` S"" c A• E .E EYi rA E+AE F xa.. — ztj & —�— Ti— — Ir.,11,E T XS 64 J`M A: k4D E FE IiE3 0 ]y�(I FA. ,A x: J s I LT,F :AW PT:rE t.A �a �RM1 '� FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA V ,A• V s D,� w u w F w,'E:'P T• ' T S:AV..iw G 1.A::0n S,L F 1;131EASII.d. $ 1 SY TOO R.Exton July..1.2D1/ (� I I CT ENGINEERING INC JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" Pacid umber & TRUSS COMPANY ROSEBURG FRAMING SYSTEM`" ,e,,,"„-, / PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- ,—,,—. / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. v��,,�/■ j■/'�E,;��q�� �� ^ ,II (I The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber I/®�6 ■'v RIGIDLAM LVL RIGIDRIM ..Y,a .. soup aLou..LLX ���JJJ"`���J//J¢�n / vosTs rwo.+..awe I / whichretains copyrights to and ownershipof the ions.use of theseplans byanyother - III .ose...soar.on product supplier P ',�; wED � _ -- `, / nsons ADOASR ewes product supplier other than ge,Pacificrights Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG WREST PRODUCTS • G copying of these piens,Infringes under the Copyright Act.Infringes face liabilities that Include PELon Tor 6116601,E penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. i "" ��//1jN1 NOV 14 2016 4 '' RFPI.JoIST •., - '�1� •. j'� ROSEBURG FOREST PRODUCTS et I� CITY OF TICARD CONTRACTOR NOTES, DE5I6N NOTES; ,"ti" - 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 7.4==.1....—....., MAIN FLOOR JOIST LAYOUT BUILDING DIVISION 2)ALL FOOTINGS PER DESIGNER'S PLAN DES E IGNED TOMELOAD R .n�u"-- ...00nna.rm, (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REPT BLOGKINGPANELSnITN BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.r s. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40125f LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD '- (DOUBLE) 11-1/5 RFPI-20 0 19.2"O.G. � ----•--(DOUBLE) 11-1/5 RFPI-20o 19.2"O.0. 5LEEP/N6 AREAS: Ali SEE SHEATHING NAILING ATTACHMENT NOTEIIIII ( SEE SHEATHING NAILING ATTACHMENT NOTEIIIII f� layourHis t AoPLACEMENTbe usedconjunction ONLY 32psf LIVE LOAD 7,7 ` 7J This layout is to be used In conJunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOADIN6: FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 11psf DEAD LOAD ._.,. B3 R1 R 1 --_ _ __ _- - 11 _ ._.. -- .ii1 R I JI JI 4! Ji JI J JI 1 -1 J1 J1 J1 J1 (] CONFORMS TO DESIGN CONCEPT R 1 R 1��_I CONFORMS TO DESIGN CONCEPT 51111 I J J1 Ji J - J1 J I 1 .1 J1 J1 J1 J1 I I-iy� B REVISIONS AS SHOWN $ $ .•$ $ -0 $ -5 ..$ 1 j- _3 5 -+ :• 45 5 J' 0 NONCONFORMING-REVISE AND RESUBMIT R1 J19 J3 J9 43 J3 $ .,3 3 - L s J 3 .i 3 3 4 3 _- 4 3 3 0 R 1 snls AV:uana h,6 KE.Nu:ato 1,6 uxu,wnlww.re FIT'tE as 61.OKEPT XI MO 065 ICT 1611f6 1E is I NSPa61P!L!'r/D.[3F 9161 16 J$ J J = J `., = 4,3 -IS J 3 JB zS a 0.1661111S m SPILAMA11M9/IL a RaC 91 PPIORl"' I I 1sr:MOP66u .y:. Deco 10/13/2015 . J.� JS J JD J: �:: I: J3 J3 J� B a C'i tNGINEERING INC maim,ossaii �,-„ _ r:4.CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH k I'Z 1 52 II =12 R 1 0 NONSCONFORMING-REVISE&RESUBMIT TIS DDEESGx DRAWINGW6 BED 1 SES( mwu I PAPwuTDarvemoa u asxxve1u0411 rvmoP.DcolEwxNCE rvitx DE4cn • {b1 k.® -f�-1 - e • �a � w _ L. iiiiii._:__hIi. P°Ro".e"6SS61Epzs«;Di0A .xECODES.A.01611.w.,_ ev Jeremy Plerr P0. _Date 10/16/15 MILBRANDT ARCHITECTS /( v R1 R1 r 4 .14 J J' J. J4 J2 J2 .la J J2 JL2 • -• ..Q • 2 ' .i4 • JI • I I r I (- PORCH L `R 1 T i jI PORCH � IMPORTANT! I � I REFERENCE INSTALLATION L — — J GUIDE FOR ALL FRAMING I 1 1-1/5 RFPI-2O a 1 9.2"O.G. - -- 1 1-1/3 RFPI-20 a 1 9.2"O.G. -1 DETAILS AND I-JOIST INFORMATION LEGEND: PL 15-342(Main) ® DOUBLE I-JOIST CONNECTION SPECS �\ POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS Filler blocking Is not structurally required provided both Paci-fiefumber ( H ._-HANGER GALLOVT Mrk• Materiel Width Depth Grade City Gut Lth Tot Lth I-Joists are continuously laterally Supported by �/ R1 0513 Rim 1 1,8 8 1E, 125 ! connection to the sheathing at the top flange.In ® -SUPPORTING POST 51 RigldLam LVL 5/4 1 7/S 1.5E 2 4 5 .- addition,the joint in the sheathing shall be positioned & TRUSS COMPANY 52 RigldLam LVL 3/4 1 "1/8 1.5E 1 6 6 / over the center of one of the two top flanges to assure ® -POST LOAD ABOVE 53 RigldLam LVL 3/4 1 7/0 1.5E 1 22 22 ' , shear transfer between sheathing panels. R -RIMBOARD JB1 BLKG 1.'15 LVL 3/4 1 7/8 1.5E 30 3 90 / 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (500)858-9663 LB -LVL BLOCKING JB2 BLKGRFPI-20 3/4 1 7/8 15 3 45 tae zt E• Range :trr X12 J1 RFPI-20 3/4 1 7/8 14 15 252 ! si-.EcO U -++ - PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS JB -JOIST BLOCKING J2 RFPI-20 3/4 1 ve 6 28 168 RN'",w;°,"0, w" a. Min Mem CR r min w. on w CUSTOMER: POLYGON J -JOIST CALLOUT JO RFPI-20 3/4 1 7/5 34 22 748 ,� z .� z ,E- z E.- z z x PLAN DATED: 10/5/15 J4 RFPI-20 3/4 1 7/5 6 24 144 DBL I-JOIST WITHOUT FILLER CONSTRUCTION B -BEAM(FLUSH w/JOIST) J5 RFPI-20 5/4 1 va 3 4 12 N.T.S. +ao.tm r IS' z to z sr r x r x e. DESIGNER: KAHN-.HENDERSON DATE: 1 0/1 3/1 5 NOR -HEADER(BEAM BELOW JOIST) Accessorles BOO-BEAM BY OTHERS H1 IM1T11.85-or-ITT 11.85 5 FL 1 5-342 MAIN SHEET:2 of 3 POLYGON 50 PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 1 START FRAMING HERE PIotID Length Product Plies Net Qty RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 C7*2 • =I pt ' I - RM1 40-00-00 1"x 14"APA Rim Board 1 1 �! �' RMI 38-00-00 1"x 14"APA Rim Board 1 1 , , i , RM1 12-00-00 1"x 14"APA Rim Board 1 2 RMI 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 • LT.' : W BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 m BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 J•�j, ( @I_ BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - AY >1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 4:11 '0 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 _Edi = ® BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'ta," 11 Im = _ BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a , a�� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �1U A BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 m , . - - 0 rIhiliVii BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 � BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 - BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 rte I IBM BM11 4-00-00 BBO2 1 1 •C � ,'O I ----- - T I Oa = FLOOR LOADING 40 LL HUH BK1=BLOCKING 1S DL RM1=RIM BOARD I ii II Y ACCESSORIES QTY g CONS URNS TO DEettiel"WAY, N — xceiacx w"B TH017140-2 26 ettE a. _ eelli F., © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' Burnett e,__ �< gi t MILBRANOT ARCHITECTS �I '' uu., o ¥c' o © HGU5412 1 R ;.I m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN CONFORMS TO DES GS CONCEPT I REFER TO STRUCTURAL PLAN FOR ADDITIONAL a DES:.°!CONCEPT;R1`i (A� ❑ COtt=ORMS TO�4 'A POST TRANSFER BLOCKING REI.SICtiS AS SHOWN TRI g AND SHEAR BLOCKING REQUIREMENTS. — — ❑ NON-CONFORMING REVISE YD RESJB?? 6-0 � — +�--;— 1d—_ � I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I T cse-r F� E E EIK F R 1E*;.+I vr=wh. yg P� ^t et.:-.4T4^E'6M1 GM iL'iVC B11•1 Kr' E FE i73 T 1 � (FLOOR DESIGNED TO MEET OR EXCEED F.:., -M.+,.'--.V S..lLIR l N F Saxe§E WIT. { (----�"' ---- U� I -- RM1 _ U480 DEFLECTION CRITERIA( ,B �-?�B c 3 A� r r.54,1 R T. A l7 T 5 +JP,1.Y F„.= S F 4.1.;11 W12,:. Fil BT Todd R..ateQ J_v:1.2014 Mil K ER �— I _ l CT ENGINEERING INC JOIST WITH RIM (24x36 SHEET) SCALE: 1/4” = 1'-0" Pacifi. umber a TRUSS COMPANY PACIFICLUMBERCUPYRIGNT2Ut5 ROSEBURG FRAMING SYSTEM'- "�-° =% i quality engineered wood products for today's builder- ...0�"wN �I/ iQ tY 9 _ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �� Company,which retains copyrights to,and ownershipof theplans.Use of theseplansanyother RIGIDLAM"LVL RIGIDRIM ,...k,.p P y by 7=7.- * 1, ' Maw !1 ro rosr.eove product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aOSfluaD sONfAAWOUCTT Pos[emPct fOafSTPiODUCIe I,III` copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include ro ee.-..+s se�on i ` penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. 11011 4TOPN JOIST 0010111 .....h./4. /�V ROSENBRO FOREST PROM/CIS � II,' CONTRACTOR NOTES: PE5/6N NOTE* ""•'°'' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 µ"°°�;,� ;� ,, ,," 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR .-7".��.r..s,.>a.. EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM'BLOCKING P55F15 r/TN BEARING rthLL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) NSA N.T.S. 4)VSE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5Lpsf AREAS: START START THIS/SAPLAGEMENT PLAN ONLY' 30 sf LIVE LOAD 9-1/2 RFPI-20 E 16"O.G. - 9-1/2 RFPI-20 3 1 6"O.G. This layout is to be used In conjunction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors, ROOFLOAD/N6: PATIO 1 / 1 PATIO 'urchaser responsible for approving this 25psf LIVE LOAD 1 I ayout prior to any construction. 11 psf DEAD LOAD I I I - - R 1 i Pr'1 1 . 1 J2 J2 R1 J1 J1 J1 J1 J1 J1 J1 _1 J1 J1 1 �1 J1 J1 J1 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 J4 Si 51 J4-414_4_4 J4 J4 J4 J4_4 J4 4 J4 1 _1 _1 -1 _1 ..1 -1 _1 .,1 -1 _1 _1 _1 _1 _1 11 1 • • - :.,---.._._. _ �.__.— _.,:-.-._,_..:�_,_.. _. .. •-_. I J2 J2 I • L7 A • 1 S I !. A J1 6 JO; a a u F A. . L .L f. , F A .. a .. .. 1 :.Jg 1_.. _-::: ._-F • d ., _ a t t .: . 2.-31/6 2'-3 1/6" _ I 1 — I I I I 1 PORCH I PORCH IIMPORTANT/ I I I I I REFERENGE INSTALLATION L - - J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION /LEGEND: PL 15-542 (Basement Floor) Pacifi �,,. umber ( H?- -HANGER GALLOUT POLYGON PLAN OPTION:SA BASEMENT WITH JOISTS �® -SUPPORTING POST Mrk It Material Width Depth Grade City Cut Lth Tot Lth COMPANY J1 RFPI-20 1 3/4 9 1/2 15 20 300 & TRUSS A ED -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 2 10 20 R -RIMBOARD .13 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 10515 511 ALLEN BLVD BEAVERTON,OREGON 9"1005 (503)858-9663 J4 RFPI-20 1 3/4 q 1/2 13 22 286 LB -LVL BLOCKING R 1 OSB Rim 1 9 1/2 4 16 54 SCALE:1/4"- 1'-O" PLAN DESCRIPTION/NUMBER: SA BASEMENT WITH JOISTS JB -JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 24 3 72 CUSTOMER: POLYGON J -JOIST CALLOUT JB2 BLKG RFPI-20 1 3/4 9 1/2 11 3 51 PLAN DATED: 10/5/15 B -BEAM(FLUSH W/JOIST) Accessories DESIGNER: KAM/L.HENDERSON 'DATE: 10/1 3/1 5 NDR -HEADER(BEAMBELOWJOIST) H1 ITHO17950-or-ITT9.5 4 BASEMENT 550-BEAM BY OTHERS PL 1 5—3 4 2 FLOOR SHEET: 1 of 3 PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" -.. quatity engineered wood products for today's builder- "°"",..,.-"' w These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ,,,e I/ The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber R E E I VE D RIGI DLAM'LVL RIGI D RI M` ,,�,', SOLID e1_ncc..0 ,II �G :eewe eeio.i company,which retains copyrigtts to,and ownership of the plans.Use of these plans by any other ..ems'"°''°"` &.ocasproduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or ,I// ' ...` --_. III raeoerOPOSTAO pp P pmosrearza Foazsr PRoouon eo roxsTvaaoucrs G copying of these plans,Infringes rights under the copyright Act.Infringes face liabilities that include \j `` / ee�on TO POST ABOVE penalties of up to 520,000 per work Infringed,and 5100,000 per work infringed willfully. ;t.t ,IIP MAR 2 3 2016 4�RFPI JoIST .� 'j �Il�j' CITY OF TIGARD � ••.-••^• �� BUILDING DIVISION 1)VERIFYALLTFRAMINNG CONDITIONS TACTOR NOTES: HIS S FLOOR SYSTEM WAS 4 ,,,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .:m.......-nar-r-- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REM%oLKN6MNELs AIM BEARM6 rima.ABOVE POST LOAD TRANSFER DETAIL MAIN FLOOR WITH DAYLIGHT r<Ts (UNLESS NOTED OTHERWISE) O ./480 NTs 4)USE CAUTION WHEN CUTTING SCALE: 1/4•- 1'-O' FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA LOOD 1 SHEARWALLS 2psf DEAD LOAD (DOUBLE)11-1/3 RFPI-200 19.2.O.G. (DOUBLE) 11-1/H RFPI-200 19.2.0.G. SLEEPING AREAS: SEE SHEATHING NAILING ATTACHMENT NOTEIIIII30psf DVA D PLACEMENT SEE SHEATHING NAILING ATTACHMENT NOTEIIIII This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: FRAMING FRAMING Purchaser responsible for approving this 2Spsf LIVE LOAD HERE HERE ayout prior to any construction. 1 psf DEAD LOAD D 1 I •. e J1 J1 J1 J1 J1 J1 11 J1 11 11 11 J1 11 31 J1 J111 5 _ '- 1 f, Rt; J1 11 J] J1 11 J1 J1 J1 J1 31 Ji 31 .41 31 Ji J1 31 11 J1 31 J1 J1 J1 J1 J1 11 11 31 J1 11 31 - - - 5 .J1 J1 31 J1 31 31 J1 31 31 11 31 31 31 31 31 31 J6 16 36 16 Jr 36 J6 36 Jr-1 I -1 - J6 16 36 J6 36 36 .J6 36 R1 46 16 J6 36 36 - 36 J6 '` 5 . J6 16 16 .46 J6 36 .46 36 R1 '15- H1 Hi ,1.:L J1. JL._.JL. ..._.11. ._JL JL ......_._ ... :..-:Ag,,... � .,.acs ...... ......... .. -�---.. t ..:::—�..,.t+4—:.meq 11:7 •1 B ......J4 .... ....... .14....... ... B1 RI ,.. �� Jd...._ n, ...M .,m o«rsmowc co+Yxr L Pennons tone ii.........._..._.._............ — =NON-00<,o,lal G-I...owtparr Cl Jg Ja1 II V V .......... El 1 O O MItBRFNDT ARCHITECTS 97--' d it .___________.„________44 • ....._ O O _ .... .. -...:.fig ..__ JS 1 it, IL ri412 351 gg ...___.._......... .......... ........19.. ...._........ ......... .......... .. ....� .:�.... 11.. 43 ..43. [L.. ......... ........ TT J9...... .. ..... ......... _.... ... It ..................._.............-- i 12 1 START START PORCH 12.. _ o..FRAMING FRAMING/o�_ R? PORCH IMPORTANT'L HERE HERE i I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-92(Main With Daylight) POLYGON 5D TWIN CREEKS LEGEND: Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth R. 0 .__ _ t 05B Rim _ 1 1 1 T/8 8 16 128 DOUBLE 1-JOIST CONNECTION SPECS II HANGER CALLOUT —51 RigidLam LVL 1 3/4 11 7/8 1.5E 3 4 1 2 ® Pacifi �Z, umber 52 RigidLam LVL 1 3/4 11 7/8 1.5E 1 12 12 Filler blocking is not structurally required provided both ® B3 RigidLam LVL 1 3/4 11 7/6 1.5E 1 20 20 I-Joists are continuous) laterallysupported b -SUPPORTING POST Ba RigidLam LVL 1 3/4 1 1 1/8 1.5E 1 22 22 y top by & 1a COMPANY Bs RigidLam LVL 3 1/2 11 1/8 2.0E 1 16 1 b connection to the sheathing at the flange.In S ED -POST LOAD ABOVE -031 ELKS 1.15 LVL 3/4 11 1/8 1.5E 33 3 99 addition,the joint in the sheathing shall be positioned R -RIMBOARD J82 ELKS RFPI-20 3/4 11 1/8 11 3 33 over the center of one of the two topflan es to assure 5 930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)856-9663 LH -LVL BLOCKING J1 RFPI-20 3/4 11 1/8 32 16 516 shear transfer between sheathing pann gels. J2 RFPI-20 3/4 11 1/8 5 12 36 PLAN DESCRIPTION/NUMBER: 5D TWIN CREEKS .15 -JOIST BLOCKING J3 RFPI-20 3/4 _ 11 1/8 14 20 280 CUSTOMER: POLYGON J4 RFPI-20 3/4 11 7/8 2 16 32 netour z.? 1? J -JOIST GALLOUT J5 RFPI-20 3/4 11 7/8 3 4 12 - PLAN DATED: 2/25/14 Repame Min�-v.Wm w, wo N, � w w Mu , Mu B -BEAM(FLUSH w/JOIST) J6 RPM-20 3/4 11 7/8 16 22 352 mm.:u HDR -HEADER(BEAM BELOW JOIST) DEL I-JOIST WITHOUT FILLER CONSTRUCTION ma r Ir r a- r a. r z. r n. DESIGNER: KAM/L HENDERSON DATE: 3/25/1 4 Accessories RTS. 'Odor 12c1 z .r z in z r r a, r 2a HBO-BEAM BY OTHERS H1 MIT41 1.88 9 m. MAIN WITH H2 MIT 1 1.66-or-ITT 1 1.88 1 P L 1 4—9 2 SHEET: 1 of 1 DAYLIGHT