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Plans (36) zireSTIV/l., 727 l/?6 g/v y - " PACIFlCLUMBER COPYRIGHTY015 l ROSEBURG FRAMINGYSTEM'- quo!ily engineered wood products fortodovsbuiIder -^ �'"idet�"' Vv These plans and the designs are copyrighted under Federal Las by Pacific Lumber Company 2015. Er. The plans may not be re-used or copied,in whole or art,without written permission from Pacific Lumber ,I� 1%4 I ��i Company,which retains copyrights to,and ownership of the plans.Use of hese plans by any other RIGI DLAM-LVL RI GI DRI M souo swot Au / =7:''''''''' .-..,,..w rows riff it,' r:,.„�. reaE.RiNs eE�on re �MsuuseonsH s�ocKs product supplier other than Pacific Lumber Company Is strict) prohibited.Unauthorized use or Ho3fIVR0 FOREST vwuovers voa�eaeo wA[mrP'¢OpuCrs ,Iv, ; R-,. ,II/ PER PETAL is MATCH copying of these lane.infringes rights under the Copyright Act.Infrin es face liabilities that include BEAR N>ARu or s�ocKs na e P 9 99 �� \` eELorvro rosr=, T penalties of up to 820,000 per work infringed,and$100,000 per work infringed willfully. r, ��I104. _ y +0 2016 RFPI Jo!sr W a y IP & IT y m $ ,„ ,, CONTRACTOR NOTES: PES/6N NOTES: /, _ + v 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS " ,-„,.,,,,,,, 4 ."."firlr .Jti' -�/�E 1 �sT¢^' I`f 'T yl`g 1 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR I".7==m .n KKw' 'Ti-o.uew�v MAIN FLOOR JOIST LAYOUT1,11,P='.,,,,,_•,,, 4 ' 1-� , x{81 D id' .-, S.yl5S10 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD .Po SCALE: 1/4”- 1'-O" AR 44••.. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELSYIRH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL ,= ' (UNLESS NOTED OTHERWISE) OF L/400 NT_c N.r.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD I (DOUBLE) 1 1-7/5 RFPI-2O e 1 9.2"O.G. (DOUBLE) 1 1-7/3 RFPI-20 e 1 9.2"O.G. SLEEPING AREAS: _ TH/5/S A PLACEMENT PLAN ONLY. 30 sf LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTElI / SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® This layout Is to be used in conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all Shear wall blocking placement and connectors ROOFLOAPINS: FRAMING FRAMING purchaser responsible for approving this 25psf LIVE LOAD /HERE HERE payout p for to any construction. 1 p f DEAD LOAD B3 -_ R1 R1 1p1119 ' r n itIISIIZ_ `i J I Ate-, tlyrsC iari � R t J J3 J5 J5 �3 J5 I� j -3 J5 JB JP J3 JI3 J. 9 -3 �: - c - c . i• J5 Js _5 J5 J5 J- 13 1. 11: 1. 1'. �� L By 71 _r ..+e 1 '� 1 1 I 1 11 i j 1 1 it 11 1il gk I 11111 , 62 Q CONFORMS TO DESIGN CONCEPT Li I. JCS 1 1 R-4 A 1 �' I JB¢ � a 1' --�_�="=='� _ 0 CONFORMS TO DESIGN CONCEPT WITH I • REVISIONS AS SHOWN NON-CONFORMING REVISE AND RESUBMIT / .1� THIS SHOP DRAWING HAS BEEN REVIEREO FOR GENERAL CONFORMANCE 1 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. i �i i i ll By:MRP Date 10/13/2015 J> Iml I �I.. CT ENGINEERING INC R1 8 1 1 I� ❑X CONFORMS TTO DESIGN CONCEPT I. ' 4, -4 -4 J4 JI4 J4 J2 J2 J2 J• J2 J _ SR -{• J4 J' REVIS ONS NOTDDESIGN CONCEPT WITH -4 Y NON-CONFORMING-REVISE&RESUBMIT �of r iL NC.-.- ,� !I I THIS SHOP DRAWING H45 BEEN REVIEWED FOR GENERAL CONFORMANCE { _ _ ____ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -=1-�-—-.--- 2- - .• .0 1— - pr...,:2 - FPBRICATORh'ENCOR OF RESPONSIBILITY FOR CONFCRHANCE VYITH CESIGN DRAWINGS.SPECIRCATIONS AND APPLICABLE CODES.ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. i By Jeremy Pfarr Date 10/16/15 ii i� MILBRANDT ARCHITECTS 1 JR 1 _ i IR A I PORCHI , PORCH IMPORTANT! R1 R1 1 REFERENCE INSTALLATION �' I GUIDE FOR ALL FRAMING 1 1-7/a RFPI-2o® 1 9.a"O.C. —1 1-1/8 RFPI-20 5 1 9.2"o.C. DETAILS AND I-JOIST INFORMATION DOUBLE I-JOIST CONNECTION SPECS iilli4,' LEGEND: PL15-344(MaiN Pacumber �--� POLYGON PLAN OPTION:SD BASEMENT WITH JOISTSFiller blocking is not structurally required provided both ( H }—-HANGER CALLOUT Mrk• Material Width Depth Grade aty Gut Lth Tot Lth I-Joists are continuously laterally supported by �l connection to the sheathing at the top flange.In R1 056 Rim 1 1 7/8 B 1 6 129addition,the oint in the sheathin shall be ositloned COMPANY ® -SUPPORTING POST g p & TRUS 51 RlgidLem LVL 1 3/4 1 7/8 1.5E 2 4 a over the center of one of the two top flanges to assure ® -POST LOAD ABOVE B2 Rigid-am LVL 1 3/4 1 7/8 1.5E 1 6 6 shear transfer between sheathing panels. B3 RlgidLam LVL 3/4 1 7/8 1.5E 1 22 R -RIMBOARD22 JB1 BLKG 1.75 LVL 1 3/4 1 7/8 1.5E 30 3 90 na,aaw;a, 10515 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)858-9663 LB -LVL BLOCKING JB2 BLKG RFPI-20 1 3/4 1 7/8 15 3 45m mc r.em ccern 2.1/ 3-117z. a-z PLAN DESCRIPTION/NUMBER: 5D BASEMENT WITH JOISTS J1 RFPI-20 1 3/4 1 "VB 14 18 252 •� Nmiso.a JB -JOIST BLOCKING ReMUMM Mi" MQ Mi" M. Mm M. Mi" M. Min M. CUSTOMER: POLYGON J2 RFPI-20 1 3/4 1 7/5 6 22 14a J -JOIST GALLOUT J3 RFPI-20 1 3/4 1 7/5 34 22 145 DBL I-JOIST WITHOUT FILLER CONSTRUCTION M.. z rn z IF z za z za z N. PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) J4 RFPI-20 1 3/4 1 1/8 6 24 144 N.rsICM or 12d z In r 10. z za z za z za J5 RFPI-20 1 3/4 1 1/8 3 4 1 2 m. - DESIGNER: KAMI L.HENDERSON DATE: 10/13/15 NOR -HEADER(BEAM BELOW JOIST) BBO-BEAM BY OTHERS Accessories H1 IMIT11.88-or-17711.88 5 PL 1 5—3 4 4 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM" . . . PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for lodavE builder'" Mww.-"' R wwm ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. =,., The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRI M' � SOUP aloe ALL POSTS FROM neove coopa which retains copyrights to and ownership of the lans.Use of these lans an other .. . TO BEARING aeon P y. P P P by y ,III INSTALL saunsR e�oOKs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or TMSgURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS /I' I reR veTne i a Mnrcu Al 1' M .OF e�ocRs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �� / BELOW TO rosr neove penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. ►► �II�, RCSEIHIRO FOREST PRODUCTS RFPI JOIST ��= . II i CONTRACTOR NOTES: DESIGN NOTES: ...s...- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,.ra,=.,...e" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR^-°^^^ ^F^^°^°"°W^e EXCEED THE LIVE LOAD ...�ww.au -.,�wm^^-^ (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS rvMTHBEARINGrIALLABOYE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/460 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf VOD SHEARWALLS 1 2psf DDEAA D LLORD SLEEPING AREAS: START START THI5/5APLACEMENT PI-AN ONLY. 3Op5fLIVE LOAD 9-1/2 RFPI-20 e 16"O.C. 9-1/2 RFPI-20 5 16"O.C. This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all HERE HERE I shear wall blocking placement and connectors. ROOF LOADING: PATIO PATIO Purchaser responsible for approving this 25psf LIVE LOAD / ` ayout prior to any construction. 11psf DEAD LOAD R1 1 -3H . � -�' 1 , / I 1 t I _ I iI I Ii J2 1 1 2 1 1 R, J1 �fl J1 J,1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 `� `� J4 J4 J4 J4 J4 J4 J�4J4 R1 R1 _4- 14_4 4 4 4.j4_4.�" _4 4 U4 ''' 1 I 1 I 771 -2 \-- 1 1 I I 1 1 �. I 2'-3 1/8' 2'-3 1/3" --- • I I I I 1 PORCH - PORCH I IMPORTANTI I 1 I REFERENCE INSTALLATION I I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION I WITH� LEGEND: PL 1 5-344 (Basement Floor) Paci b�� —-HANGER CALLOUT Mrk ft IPOI TGON Material IPLWidth I DepthASEMENT a I Grade ION �I GutT ( HLth I Tot Lth ®/ � -SUPPORTING POST J1 .RFPI-20 1 3/4 9 1/2 1 5 20 300 OTR / C O M PA N Y J2 RFPI-20 1 3/4 9 1/2 2 10 20 Ot V ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 ° R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 13 22 236 BASEMENT FLOOR JOIST LAYOUT 1 051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-9663 LB -LVL BLOCKING R 1 OSB Rim 1 9 1/2 4 16 64 SCALE: 1/4"- 1'-0" JB 1 BLKG 1./5 LVL 1 3/4 9 1/2 1.5E 24 3 12 PLAN DESCRIPTION/NUMBER: 5D BASEMENT WITH JOISTS JB -JOIST BLOCKING 'JB2 BLKG RFPI-20 1 3/4 9 1/2 1 1 3 51 CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 10/8/1 5 B -BEAM(FLUSH w/JOIST) Accessories HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 1'1950-or-ITT9.5 4 DESIGNER: KAKI L.HENDERSON DATE: 1 0/1 3/1 5 BBO-BEAM BY OTHERS PL. 1 5-3 4 4 EASEMENT FLOOR SHEET: 1 of 3 �C7--..2_44,6, - Oe RECEIVED LEGEND: —ss SANITARY SEWER Pacific MAR 2 3 2016 —SD STORM DRAIN C.ommunit Desi<wn CITY OF TIGARD w WATER LINE 12564 SW Main Street BUILDING DIVISION © • MANHOLE Tigard,OR 97223 238.8 [11 503-941-9484 238.8 ■ CATCH BASIN DATE: iainizois 50.0' . STREET LIGHT REVISIONS - - - - - - - - > - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 10 EROSION CONTROL 1 21.20' m... j1 © STREET SECTION, SEE 240 CONSTRUCTION DOCUMENTS - .2� 34.43' —I 11 I - I ; SETBACK SUMMARY SI FRONT SETBACK: 12' I- sI N SIDE SETBACK: 5' � STREET SIDE SETBACK: 10' I; N REAR SETBACK: 15' I; BUILDING: 5A-DL 1 I o FF=249.6 I j o N PORCH SETBACK: 8' 83 I e - - GARAGE SETBACK: 20' m 84 i 1 1' 5,095 SF ; N Y 1 1 t.i E 5.00' -1-0--, i • N 5.00' o �1ko II i ` 411 11�+ �_ GARAGE 1 O LOT COVERAGE: cv N 1 ....t1 11%.11114 I�14 o 1 I I I i�� ` LOT AREA: 5,095 SF POLYGON AT __ - ,PORCH r____r Ly _ �,�{ BUILDING FOOTPRINT: 1,814 SF I o I _ _ iv e WEST RIVER W 16.00,4r------1 , '' 1� 20.8T 14.46' 47,92'0 ` COVERED PORCH: 52 SF TERRACE H PUE I � � 242.9 CANTILEVER LIVING SPACE: 40 SF 3 - — — I -- ib�-op...._...� ..�.��_ 10 •�� - drop 4 -. COVERED PATIO: 0 SF O _ 244.3 _' �� '`_�• ;..� : � \ 8 '-� ':.ir ` / �_a.l' '�111111111, DECK AREA: 225 SF a —= �'\�'�� 2 131 LOT 83 N ©`_�� `�����,� ��� TOTAL COVERAGE: SF PLOT PLAN :.� - �. `!■r PLANT(2)STREET �, maim oMME��e \im TREE: 2"CAL. 41.8 % L i SIDEWALK WATER METER 1 STORM LATERAL KATSURA TREE/ i -SS =G� .=I SS - O� S CERCIDIPHYLLUM IMPERVIOUS AREA: 2,693 SF a JAPONICA , 15 SW 174TH LOOP A SANITARY LATERAL ` / a + SD SD SD SD --`- o M M M MI ,' t \,it t CIT ~ TIGARD °' Approve: Planning POLYGON NORTHWESTC (503) 221-1920 Date: 3 ( z)-/I b O 2S 1 W6 �y PROJECT NO.: CONSTRUCTION395-029 Initials: vv.P SCALE TYPE: REVIEWED BY: PRE LOT 83 (R-7, LARGE) 10 ; M POLYGON AT WEST RIVER TERRACE 1 INCH=20 FEET Z 13688 SW 174TH LOOP Now � .,.. : . .. PACIFlCLUMBER COPYRIGHT 2014 .ELEIVEL ROSEBURG FRAMING SYSTEM" qualiiYengineered wood Products for lodav s builder- "°` ...y 'I� ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. wo...w. ,I' wm'LOCK ALL The plans may not be re-used or espied,in whole or part,without Use of permission from Pacific Lumber RIGIDLAM'LV L RiG� RIM' a, ,,, ... �� :o ee R e Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \.� ; .���...�. ` �o oL.so, ',Locks product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or G ,�. . ,H1111 ��C PER�rw,aM.rC4 MAR 2 3 2016 a ,o .P r - --------__ ae.nr ounonLoc«s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include /\� aa.on ro rosr.aove penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. ;�IO CITY OF TIGARD 11:0$06120 roma~Duct; RFPI"JOIST �.. '%' It(� BUILDING DIVISION CONTRACTOR NOTES: PES/GN NOTES. ........ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "wrIkeldope "" MAIN FLOOR WITH DAYLIGHT ,. ,,...,,,,,�, ,,,�,-,n,,,,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNEDTO MEET OR "'°° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD SCALE:1/4'- 1'-O' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOGKMG PANELA WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 MTS. NTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG- 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12 D SHEARWALLS 1 psf DEA D LOAD (DOUBLE)11-1/3 RFPI-20 0 19.2"0.C. - (DOUBLE)11-1/3 RFPI-2O G 19.2"0.C. SLEEP/NG AREAS: 0SEE SHEATHING NAILING ATTACHMENT NOTE" SEE SHEATHING NAILING ATTACHMENT NOTE"fA THIS l5 R PLACEMENT PLANONLY 30psf LIVE LOAD vJv.' This layout is to be used(n conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.verify all shear wall blocking placement and connectors. ROOFLOAD/NG: FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD ayout prior HERE HERE\ an y to any construction. 11 psf DEAD LOAD JB1 '. =1 1 = ! .JB1 ... R1 R 1 • .- : Al.... -$tee, — J1 41 41 J1 41 41 J1 41 41 41 41 J1 41 J1 41 Jr'1.s...R1 R1 14"11 J1 41 41 41 4 41 41 41 41 41 41 J1 41 41 41 `� �� .r.v� ID'• J1 J1 J1 41 41 J1 41 41 41 41 41 41 41 41 J1 ...,jg..... J5w;"11 J1 J1 J1 J1 .l1 41 41 41 J.'1 41 41 41: 41 41 41 ! ®u,,,,,.,,:roDESK.CONCEPT Jb Jb 46 Jb Jb J6 J6 Jb JB 1 '491 46 6 46 J6 -16 46 46 46 hxv wru roti ouw;aexvr wrt. R1 J6 J6 J6 J6 J6 Jb J6 J6 I •15."'•-4.. -i J6 J6 Jb J6 J3 J6 46 R1 p n« 1.... 11,- sai �MIERRANUI ARCHITECTS H1 �( H1 JL JI. JL ,...: ...._ i. �..... >� — T lit 44 B I _..F4 ... .... I __. 1 RI 1a R1 ....f .... —83 .. ... LI .... _. B3 1 �g ..... ..._ II J3..... _.... 1 _. ...... ...,.i3 ( ._.. 1. .... ..... J9..... ....... ........�...! O O ..... ....__ __-dg ,t• ....... ......_.. ra ...- -192 -- 1'4 • J3 ... ... 1 a 141 _ _Jg __.._ 1 U0 01 -- -- J3 O O .... ...J3 ..... J51 J12 _ . n N J 2 _.. Jul .... ..... J9 _.. - - 11 d ¢. -- - -J9 ... .... • .... .... J3.... ..... __ IL K ..._ _.... -}5.-- .._. _._ -:. ....... i J3 :::. ._. .....r ._ . .._. .._ ...... • ............ ............... I J9....._. __._..... -- - .....J9 I1 ... ..._ , I I...43_._.. • ........43 L� ..___. I JB 1 J2_. _______jJ2 JB 1 I 1 1 1 PORCH I 1 R.., ..... a i PORCH i rl`rPQ TANT' L I START FRAMING HERE START FRAMIN HERE ! � REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-84(Main With Daylight) POLYGON 5A TWIN CREEKS AA DOUBLE I-JOIST CONNECTION SPECS LEGEND: MrK• Material Width Depth Grade Qty cut Lth Tot Lth VJ El os0 Rim 1 1 '7/8 5 16 125 Filler blocking is not structurally required provided both Ha-HANGER CALLOUT B1 RlgidLen LVL 1 3/4 1 -I/5 1.5E 3 4 12 I-JOiSt5 are continuously laterally supported byPaciI4umber B2 RNJidLan LVL 1 3/4 1 7/a 1.5E 1 12 12 connection to the sheathing at the top flange.In -SUPPORTING P05T B3 RlgidLem LVL1 3/4 1 l/a 1.5E 1 20 , 20addition,the o(nt(n the sheathin shall be ositioned , TRUS ® B4 Ri9idLam LVL 1 3/4 1 T/a 1.5E 1 22 22 j g p C O M P A N Y ® -POST LOAD ABOVE 55 RigidLen LVL 3 1/2 1 1/6+ 2.OE 1 16 16 7over the center of one of the two top flanges to assure J51 BLKG 1.15 LVL 3/4 1 1/a 1.5E 33 3 99 shear transfer between sheathing panels. R -RIMBOARD 452 BLKG RFPI-20 3/4 1 1/5 11 3 335930 JEAN ROAD LAKE OSWEGO,OREGON 9'1055 (503)353-9663 LB -LVL BLOCKING J1 RFPI-20 3/4 1 1/5 32 18 576 y r"A"'"" J2 KM-20 3/4 1 We 2 12 24 suu 1.., :tier 2.17 cur 3-1/T PLAN DESCRIPTION/NUMBER: 5A 45 -JOIST BLOCKING J3 RFPI-20 3/4 1 1/6 14 20 260 NM Spam] "u MaxCUSTOMER: POLYGON J4 RFPI-20 3/4 T 1/8 2 16 32 Requirements ,r p.,-.--Mill- 'ME .h--'Mar- ern on wn. -- _... _. J -JOIST GALLOUT J5 RFPI-20 3/4 1 1/6 3 4 12 DBL I-JOIST WITHOUT FILLER CONSTRUCTION Bd box r 17 r it z u r ze r 7, PLAN DATED: 2/25/14 Jb EFPI-20 3/4 1 1/6 16 22 352 NTS. B -BEAM(FLUSH w/JOIST) r it z 1 T u r m z x m 114 HDR -HEADER(BEAM BELOW JOIST) Accessories °n' DESIGNER: KAM/L HENDER5ON DATE: 3/25/1 4 550-BEAM BY OTHERS H 1 MIT4 1 1 Da 9 H2 MIT11.66-or-ITT11B8 , PL 1 4-8 9 MAIN WITH DAYLIGHT SHEET: 1 of 1 POLYGON 5A PL14-89 UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE I PlotID Length Product Plies Net Qty RM1 RM1 47-00-00 1"x 14"APA Rim Board 1 1 L RM1 40-00-00 1"x 14"APA Rim Board 1 1 : RM1 39-00-00 1"x 14"APA Rim Board 1 1 I RM1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 ` 1 RM1 4-00-00 1"x 14"APA Rim Board 1 3 & • E w cs, ENEn EN BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 >i -' I I = tY BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 r', c BM7 21-00-00 5 1/2"x 12"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 m 1 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 b� = 1) T BM10 12-00-00 1.5 R gidLam LVL 1-3/4 x 14 1 1 :M6 L1bL� tgal BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 Q silo BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®"�` g BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u.S y BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 d i ' -o s 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 E li ,.en ��� Y. ZS 123 =°� mi BM11 4-00-00 BBO2 1 1 FLOOR LOADING � ips BKI=BLOO4NG 40 LL ---IBM4 I RM1=RIM BOARD 15 DL 4. 7 !-� U -4-- t Q's' rr 7E ACCESSORIES QTY- 1111 r ��"foaNST"� " O TH017140-2 16 .0"o T - © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' Deve zn1ia_" .I MILBRANDTr ARCHITECTS SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN a • y t n, '' r Z COVORMS TO DES:=N U1'I=eo. �,) 3 �; ,� u. ti REFER TO STRUCTURAL PLAN FOR ADDITIONAL IL .v L. el E, :a- POST TRANSFER BLOCKING ❑ CONDOFL'VI TO DESIST COWED-WITH NO SHEAR BLOCKING REQUIREMENTS. REVISIONS AS SHOW I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I HOF''�7NFCRMI9u'-REVISE AND R.ES fg+:T 1-1S;.v.=OESVE.Na"!S SEES•EE.NE?-CS=`•E.1 C'tih"EV.M:: (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA *T"r 'eal. '.r.' A ti s 4-7.,.'11.•E`:'-_-_"' EnB..,.. s-au r ww aw -11+1: . k C.5aM1.MEW.AO E :._t:]LS1.E d..F .eE .S:T' ` 3 _... . C:F%TE..S.C.ffkd'FG, f:pni A.0+VS.,4.7.41 axl:4u. © ' _ k — — PE: 1 A.Elton 'S'.::Ill 91,IlFE It= _ - B I H I A CT ENGINEERING INC --II J —, .. _ — --- TRMII RM1 JOIST WITH RIM kgmon Pacrb. umber (24x36 SHEET) SCALE: 1/4" = 1'-0" & TRUSS COMPANY