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Plans (59) /-7-5.77-2a/ 7—Ole 0/.3 I 111-0)q u ie 5-t" .X1(0`-- i I I I , 1 �I p--I LEGEND: I 1 1___ J Pacific 1S SANITARY SEWER . i I 1 C0111]llllnity _ _ - STORM DRAIN Design J I - I r1 w WATER LINE b ; �- i I ----- , ® i MANHOLE 12$gasrd,OR 97223et 1 � 29 3.4 [T]503-941-9484 111 I ■ CATCH BASIN ' DATE: 1/22/2016 295.0 290 L-_28s __ 0 STREET LIGHT 292 � REVISIONS 294 32.1' w STRAW WATTLE PERIMETER NO. DATE DESCRIPTION O f CDMM EROSION CONTROL 1 15.70' — -- - 1 - STREET SECTION, SEE I r` I0 CONSTRUCTION DOCUMENTS 25.69' —_. I I o - - Il I I - ---—I--- - 1 LI I I SETBACK SUMMARY I �1 FRONT SETBACK: 12' I o ILLSIDE SETBACK: 5' 1 I"' 135 I 1 6.50 STREET SIDE SETBACK: 10' I 4,335 SF I ' 136 REAR SETBACK: 15' I 7. 4.50' A. BUILDING: 3BDL ; I "I' PORCH SETBACK: 8' E 134 b i FF _306.2 � - GARAGE SETBACK: 20' 4^ 1 BFF=297.2 1 I __ I I _ L__. ! _-.____-- - 7: NoI - O 298 . 1... 0 I -_.____.-. 300 ; -._ _ GARAGE -. ---4-. I 0 --- -.-302----1-1-1 --._.---- ' U - 304 A LOT COVERAGE: co I - i PORCH l ,,' ..- 1 I 1,,, I -- LOT AREA: 4,335 SF 6.00' - I , -18.48' ` RIVER _ - 20.00' - - - - - -- PUE • 11.40' BUILDING FOOTPRINT: 1,569 SF TERRACE t._.-1 ._ "E - ' -- COVERED PORCH: 161 SF r"', _ L.. ----- pg, I I \SJDEWALK N4RTHWEST r __� , _ CANTILEVER LIVING SPACE: 0 SF I o 1 , 304 7 .. ink _ _,.:-_ -'..2.2,----1,,,,,-,9,41-c7"-------_____--1-,---- :::---- �, "'---,-- _= -- COVERED PATIO: 0 SF t rim , STORM LATERAL o WATER METER �` '- -\\ �-/ - - 5? - S► _ DECK AREA: 160 SF co � ' I I °\ .__ .r\ a' ____-__- -- Stiff 28.00' LOT 135 �, PLANT (1) STREET SO °� TOTAL COVERAGE: 1,890 SF `" - SD TREE: 2" CAL. B SANITARY LATERAL PLOT PLAN SS KATSURA TREE/ �� �� . oe 43.6 %_ CERCIDIPHYLLUM _,-,- �'� "- — :,:ie..____If_____14 JAPONICA , SW FOREST HOLLOW STREE "_j -L ---__ ___— - IMPERVIOUS AREA: 2,590 SF _ i � ._ _ - �' F.__ _ _ _-_-__- N :\-------------------- > ;� U \ - - _ _ _ _ _ --I L_- fE CITY GFTIGAR 2 D RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning a 2S1W6 Date: 1/4 A 1 Y TYPEECTCT NO. 395-037 CONSTRUCTION SCALE REVIEWED BY: PRE co LOT 135 (R-7, STANDARD) Initials: - 0 110 20 0 RIVER TERRACE NORTHWEST Q 17438 SW FOREST HOLLOW STREET 1INCH=20 FEET 2 ROSEBURG FRAMING SYSTEM- f.===',:.1. PACIFIC LUMBER COPYRIGHT 2014 -.�� m.u. W..R quality engineered wood products for today's budder "m m.ec.wlm:u, ,Kw<,,,,•.w These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOUP BLOCK ALL The plans maynot be re-used or copied,in whole or part,without written ermi55ion from Pacific Lumber *a. ',II I�� POSTS FROM ABODE Company.which retains copyrights to.and ownership theplans.Use of theseplans byanyother R IG ID LAM LVL R I GI D RI M" a.<c,hcr pas ro BEARING BeLorv. P ,<M:,A:,,,",. , INSTALL SOVASH BLOCKS product supplier other than Pacific Lumber Company f5 strictly prohibited.Unauthorized use or ROSEGVRO FOREST PVOO&/CtS AOSFAUAG FOREST PRODUCTS \�, i nc-s.ar,-:� PER DETALL 10.MATCH BEAR,NGAREAOPBLocKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ``, I/ BELO Y TOPOSTABOVE .enaIties of u•to$20,000•er work infringed,and$100.000 per work infringed willfully. 44PC"OFPI-JoisT .���, IN ACKfiURG FOREST PRODUCTS �;F I/���� III Q CONFORMS TO DESIGN CONCEPT h El CONFORMS TO DESIGN CONCEPT WITH CONTRACTOR NOTES: DESIGN NOTES: eem..., REVISIONS AS SHOWN 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS trn•wl'hxr."GFee��•.+ 0 NONCONFORMING-REVISEAND RESUBMR 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .>a�� ti. �y -�" � MAIN FLOOR -JOIST I LAYOUT N, .E"o,FA,� R.esM+owra vs�tc.a`Tn��� tca. cE (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD eiH THE KSTa Cav271 OIL,.mES NV RELIEVE TH DEFLECTION CRITERIA SCALE: 1/4"= 1'-0" FNMA-ITIOROfAE7a51Ecm FOA wiew weEWmTNF 3)ALL SEAMS PER DESIGNER'S PLAN POST LOAD TRANSFER DETAIL ID aw NO CIFICATIESS ALL OF OCR ru.FA:SI.t OF L/48O RFPI BLOCKM6PANELSYiITHBEARINGYVALLABOVE (UNLESS NOTED OTHERWISE) N.T.5. N.T.S. er MRP N,.<10 13'z015 4)USE CAUTION WHEN GUTTING CT ENGINEERING INC FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf VA LOAD 12 D SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: aii (DOUBLE) 1 1 ?/8 RN GF 20 1 9.2"O.G. START START (DOUBLE) 1 1-7/8 RFPI 20 19.2"O.G. TH/515APLAGEMENTPLANONLY. 3opsf LIVE LOAD FRAMING FRAMING SEE SHEATHING NAILING ATTACHMENT NOTElIl This layout is to be used in con junction with 1 2p5f DEAD LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII Architectural/structural plans.Verify all / HERE HERE shear wall blocking placement and connectors ROOF LOADING.: Purchaser responsible for 55 R 1 55 ayout prior to any construction.approving this 21 5psf DEAD LOADsf LIVE A `-'7---- --1-"r_._- I P lfi. - �, 1 T3 1 111 I 1 I! JB, I U - �+- JB R i 11 t =1....1J H6R1 ;i I �I I I I iI ; ` I { i I ! I it I II I ;i 11 I I i' I 1 i i I I it 1 i I 1 I i I Q CONFORMS TO DESIGN CONCEPT Il II I I I II I i I El CONFORMS TO DESIGN CONCEPT WITH I I i i + II ii ; REVISIONS NOTED !• " li '; llI ! I (1 ii �i If 0 NON-CONFORMING-REVISE&RESUBMIT I I I I ii II i li 11 i, !� THS SHOP CAWING HAS BEEN REVFWED FOR GE'kRAL CONFORMANCE J1 J1 J1 J1 J 1 _11 J'1 J'1 J'1 J'1 J 1 J 1 J1 J1 ..I1 J1 J1 I -1 41 4 J k J 1 #1 J.1 .k1 J 1 J 1 J 1 J 1 J 1 J 1 }1 J 1 J 1 .h 1 . 1 1 J, J 1 J 1 :1 .�(1 ++ CONCERT ONLY am DOES NOT RELIEVE THE u 1 F➢BRICATORN.OR OF RESPONSBUrr FOR CONFORMANCE WITH DESIGN J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 JI J1 J1 J1 J1 J'1 J11Al ,I -i J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 4 31 11 1 11 J1 J1 J1 J: DRAWINGS.SPECrncAr.S.NC APPLICABLE CODES.ALL OF WHICH HAVE ii I ! , PRICRRY OVER TM SHOP DRAWING. ! Ill i I By Jeremy Karr Date 10/16/15 R1 i •II jl II ir !1 i R, MILBRANDT ARCHITECTS 1 i i !i li 1 1 1; 1 II 11 I I {' !1 I., 1 11 1 ;' ! iii ! I i I I II! E I i E ! ! i JI II Ii I I l 1 ?iI I li EH I I I ll f HI I I I 1 11 I 1 1 I I I I 1 II 1 ' I I i � I l 11 I ! 1 I I IL JL JL JL JL J. H,l 'II I, II I I� l� Ijiixi ,II`H,,�I� li I �1 �i( T.r 1 r r r 1 r Tr- I �d - i� 7 L 62 ..... -Ail 1b IL._ �L.._Jll J 1. _.11..JSL_..liL Jl.._it 1 B4� 11 -1 143 r $11, r 1'r iT i$4ir f B2 ._. Tom. 1.- .`1 Tf lr lr .i2J24,242 .i2J2J2 _242J2 _2 .2 155 �a8 I 42 2 J2 .0 J2J2J2 =12J2J2 i L r j1 L_ R 1 R• Irt R1 R1 1 I R'. I _ 1. i_ 1} J _ 1. , B6 B6 1 I L_ f z:::4,==-,v,:-,FS1 'i= -I rl1I _ AL1 ` 1 :I Il i I I Jit J1 J1 J1 i; i J1 J1 ..11 J1 II I 52 ! ii -. . JB2-: 1 .- _ i iI 111 I ij I. ., J3 Jig J,3 5 ..15 .1 J3 J3 0 -13 J3 J3 1 'i ' II i ii . 1. 1 iI li r .1131 ii it I I Ii Ii -Jts 1 1 II 1 -1 _ 11f 1 11 U ® 4 -1 I R PORCH \ START START / PORCH 1 FRAMING FRAMING 1 1 1--7/a RFPI-20 5 19.2"O.G. HERE HERE 1 1-1/5 RFPI-20 5 1 9.2"O.G. IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FL 1 5-338(MAIN) POLYGON PLAN OPTION:3B BASEMENT WITH JOISTS Mrk• Material Width Depth Grade ctty cut Lth Tot Lth ® DOUBLE I-JOIST CONNECTION SPECS LEGEND: AS RigidLamLVL 3 1/2 11 7/8 2.00 2 8 6 ifiiii_4_._ m B2 RigidLam LVL 3 1/2 11 7/8 2.0E 1 6 6 Filler blocking i5 not structurally required provided both ( H }--HANGER GALLOUT B3 RigidLam LVL 3 1/2 11 1/8 2.0E 1 4 4 I-Joists are continuously laterally supported by �/ B4 RigidLam LVL 3 1/2 11 7/8 2.0E 1 14 14 connection to the sheathing at the top flange.In ® B5 RigidLam LVL 1 3/4 11 7/8 1.5E 1 22 22 -SUPPORTING POST g addition,the joint in the sheathing shall be positioned & TRUCOMPANY B6 Ri idLamLVL 1 3/4 1 1 7/8 1.5E 1 4 4 over the center of one of the two to flan es to assure -POST LOAD ABOVE HDR1 BIG BEAM 5 1/2 4 1/2 2.1E 1 8 8 p g R1 OSB Rim 1 11 -1/8 7 16 1 12shear transfer between sheathing panels. R -RIMBOARD J1 RFPI-20 1 3/4 11 7/8 48 20 460 /^ 5 930 JEAN ROAD LAKE OSWEGO,OREGON 9 7035 (503)555-9663 ►/ Fl.npe WidT LB =LVL BLOCKING J2 RFPI-20 1 3/4 _ 11 7/8 12 4 48 J3 RFPI-20 1 3/4 11 7/5 6 15 100 SNnIN ,, "o +-,. 2-1,, milerz- milerz-,1=" 3-1/2- PLAN DESCRIPTION/NUMBER: 36 BASEMENT WITH JOISTS J5 =JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 11 7/8 1.5E 28 3 84 R.asworw eRumnwrts Min Mu On MA< Mr, Mae Mi" M. NA" Mu CUSTOMER: POLYGON JB2 BLKGRFPI-20 1 3/4 11 7/8 10 3 30 J -JOIST GALLOUT DBL I-JOIST WITHOUT FILLER CONSTRUCTION se.. z 16- r TB• r zr r za- r 27 PLAN DATED: 10/5/15 B -BEAM(FLUSH w/JOIST) Accessories NTS ad common. H1 MIT41 1.88 20 OEaTm2N z B z e 2' 7,1" r za r 27 boa DESIGNER: KAMIL.HENDERSON DATE: 10/1 2/1 5 HDR =HEADER(BEAM BELOW JOIST) H2 MIT 11.58-or-ITT 1 1.08 1 6 550-BEAM BY OTHERS H3 HUG410 1 PL 1 5-3 3 5 MAIN SHEET:2 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM " =.r....==.7.1:.-7:-...t:n i qualify engbleered wood products for today's builder """"`�`y°".`� Mc., 'll 1::::::ns and the designs are copyrighted under Federal:Uri:Be::ic Lumber Company 201 4. ' SOLIOBLOGKALL may not be re-used or copied,in whole or part,wiuttpermission from Pacific Lumber /� /� 1::0-00.11,11,.. I�� POSTSrxOnA00VE which retains co ri hts to,and ownershi of thethese tans b an other RIGi❑LAnn LVL R G'QR M,I III Py 9 P P y y a�x�re.weA ,,,,,,,,,,,,,,,,,_5 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSf6UXf3 FOREST F'RODUC75 RfJSfRI/irG/ORfSI PPODUCIS 4411 -•�waarca ` DLONoGo in of these g g py g g-----� BEAR�HGAREAorBwcKcopying pans.infringes rights under the Go ri ht Act.Infringes face liabilities that include `` / BELOW no POSTABOo penalties of up to 520,000 per work infringed.and$100,000 per work infringed willfully. �// 40C"*RFPIJOIST ,� -i IINNrR .,,RO iEST PRODUCTS • '��- �� `.;. I.! 0 i I" CONTRACTOR NOTES: DESIGN NOTES: as.•Ra'a• 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 �bowar.a.ev.anod 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR vanWare..rr`'�.9iwor a'�.'p""°"." (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. N.r.s 4)USE CAUTION YVHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 2psf LIVE LO 1 SHEARWALLS 1 psf DEAD LOAD START 9 1/2 RFPI 20 @ 1 6"0.G. .1-1/2 RFPI 20 SLEEPING AREA5: 1 6"o.G. START TH/5/5APLAGEMENTPLANONLY. 3Opsf LIVE LOAD I This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING I I FRAMING Architectural/Structural plans-Verify all HERE PATIO I 1 PATIO HERE shear wall blocking placement and connectors ROOF LOADING: .urchaser responsible for approving this 25psf LIVE LOAD R 1 • R-1- r I ayout prior to any construction- 1 1psf DEAD LOAD i f 1 i=3 r,..: -1,���� — 11 �` 1 JB 1 _— —f— { i I �) it ! I i E i i i I I I i I I I is f I ! I I• � I ! I EE I Il I ! ! I I !' I I I I ! I _ I I� I i I ! ! l I I' I j1 �' 1 i 1 ' I 1 1 JB2 1 I i �� I JB2 -- :✓i: .- :-_ _. -----'--r',.1E- �;®— .=:— _�F—+r'.I�}� : :. ...-..:-...-1-_,..i_._....:. --,._._.=,_._,.„..__.„._* :r II I R1 J1 J1 J1 i'1 J1 1 J 1 J1 J1 ..1.1 J 1 J1 J1 -11 J 1 I J 1 J 1 1 J 1 J 1 J 1 .�'1 1 J 1 li J'1 J 1 ,7 J'1 J 1 11 R1 J JS JS J3 J3 J JI3 J9J J3 Jr, uu *J J �3 43 .43 J3 j R1 R1 j I ! II i I • I IiI • I I I! I ,, i i I { ! I I Imo, �1 it j i i 11 11 1 11 I ! ! • -�'Q IIil I i I 141 ' • 1 1 i 1 .1 l t I II 431' ] t - i i u '`'Jf'.' i}gl C 1 F---9'-2 7/S" 9'-2 7/S"---I I I I I I I I ! I I PORCH 1 PORCH 1 1 1 1 1 I IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-338 (Basement Floor) POLYGON PLAN OPTION:35 BASEMENT WITH JOISTS L„,,,,: Mrk u I Material I Width I Depth I Grade I0ty I Gut Lth I Tot Lth �\ J 1 RFPI-20 1 3/4 9 1/2 1 5 24 360 ' um er ( H}—-HANGER GALLOUT J2 RFPI-20 1 3/4 9 1/2 1 26 26 \� J3 RFPI-20 1 3/4 9 1/2 1 O 25 250 X -SUPPORTING POST J4 RFPI-20 1 3/4 9 1/2 1 5 5 BASEMENT FLOOR JOIST LAYOUT & TRUSS `1 COMPANY -POST LOAD ABOVE J5 RFPI-20 1 3/4 9 1/2 1 20 20 J6 RFPI-20 1 3/4 9 1/2 2 2 4 SCALE: 1/4"- 1.-0" R =RIMBOARD R1 0513 Rim 1 9 1/2 5 16 50 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663 LB =LVL BLOCKING JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 26 3 75 PLAN DESCRIPTION/NUMBER: 35 BASEMENT WITH JOISTS JB -JOIST BLOCKING J52 BLKG RFPI-20 1 3/4 9 1/2 26 3 73 CUSTOMER: POLYGON J =JOIST GALLOUT Accessories PLAN DATED: 1 0/5/15 B =BEAM(FLUSH w/JOIST) H1 ITHO 11950-or-ITT9.5 4 DESIGNER: KAMI L.HENDERSON DATE: 10/1 2/15 HDR -HEADER(BEAM BELOW JOIST) 550-BEAM BY OTHERS P L 1 5—3 3 8 BAFLOOR T SHEET: 1 of 3 • Q CONFORMS TO DESIGN CONCEPT O CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN O NON-CONFORMING-REVISE AND RESUBMIT POLYGON THIS mop DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLAN OPTION:3B BASEMENT WITH JOISTS FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PL15-338 UPPER OVER THIS SHOP DMAEINO. By:MRP Date 10/13/2015 10/12/2015 CT ENGINEERING INC 14" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH ❑REVISIONS NOTED Products ❑NON-CONFORMING—REVISE&RESUBMIT <START FRAMING HERE 7, PIotID Length Product Plies Net Qty ,HIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFDRMNCE 5-00-12 1, RMI 43-00-00 1"x14"APA Rim Board 1 1 WITH DESIGN CONCEPT OILY ND DOES NOT REJEVE THE !Mil, FABRICATORNETGSOR OF RESPONSBLITY FOR CONFORMANCE WITH DESIGN — RM1 40-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS SPECIFICATIONS.AND APFIKABLE COOES.ALL OF WHICH RAVE •__-___-_ !�R! —y__---�� • • __�✓��• =ff-- PRIORITY OVER THIS SHOP DRAWING. r,,,B_23 \—' RM1 37-00-00 1"x 14"APA Rim Board 1 1 By Jeremy Pfarr Date 10/16/15 RM1 11-00-00 1"x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTSIll lip RM1 9 00 00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM23 8-00-00 3 112"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 20-00-00 5 112"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F2 G, LT W BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • :LL Lot 0 o LL Loi Loi LL Loi Loi Loi L01 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11) BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 1j� BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 BM10 14-00.00 3-1/2 X 14 BIG BEAM 1 1 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 C' W .9-0-0W BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 1_,_-1- - ��. __. .J_ M -_�M9 - _ *, -� - BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 i '_ 2 15*W I \N� 6t--04` 1 IBM8I - RM1 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 I I 0 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 I A BM11 7-00.00 3-1/2 X 14 BIG BEAM 1 1 III I] II - __ IIIBM5 s-00.00 3 1/2 X 14 BIG BEAM 1 1 BM8 6-00.00 3-112 X 14 BIG BEAM 1 1 M M Mo gr r •_� L u. ,Loi tot LL LLLL•a-�c.�:i=�..,.`- -. FLOOR LOADING BK1=BLOCKING 40 LL A RIM=RIM BOARD 15 DL -1 r•, • •„ i 11 N III too A ACCESSORIES QTY ��4 0 11 0°LL LL u_ LL TH017140-2 53 1- - - -v-_ `--`- "'^r- I�•h.^ © HUC412 5 11 AQE® I LL 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' II 3-0loi 110 II SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN L� o 0 0 1co I,- o ,v- •o A REFER TO STRUCTURAL PLAN FOR ADDITIONAL E� I� � li li Li LL11 I� LL LL 44 I POST TRANSFER BLOCKING m I I O• W3-07 AND SHEAR BLOCKING REQUIREMENTS. Q. IIc _ _ _ _ • __Ii____. 11II ID I III I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I i IBM211 I I 1 r0 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' I JBM1I--I II 0 I I I . Imo•_ -� RM1 1BM5I • — I —\ i JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" SHEET 3 OF 3 Pacfi \Lumber & TRUSS \ COMPANY