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44 s TA-..e.)/>- I 7 y 3 /r sw �4•E Mee / PLANT STREET TREES: SW ROY ROGERS ROAD LEGEND: 2" CAL. KATSURA TREE/ CERCIDIPHYLLUM j` SANITARY SEWER Pacific 10.00' _ FUTURE_ 1' JAPONICA TYP A ER, TYP. _ sD STORM DRAIN Community y LANDSCAPE TRACT _ - --- - �� ,F ___ Design B RE CU D GU T ` 1 yt _-w� WATER LINE _ .r ��S �} � MANHOLE 12564 SW Main Street 7 50 � Tigard,OR 97223 84 ---,--------� PUE -/ _ — ,, - — — 0/\ — = — — CATCH BASIN m 03941-9410 �_ __ .... _ DATE. 10/06/2016 _ - ., r 264.a 9 50' 14.16' ",.. ::- 264.0 = = - ___ �' -- �� STREET LIGHT REVISIONS - - --- -- 26.4' �,; - - ® — -_- �- - Pi STRAW WATTLE PERIMETER NO. DATE DESCRIPTION vo - - - _ _--:: ::: r4---- -----1--j_ - — --- - — EROSION CONTROL — _ N J __ - _-_-_---j __ Y_ - - - - STREET SECTION, SEE _ z62. 2.6011 r0 �� - CONSTRUCTION DOCUMENTS - r =- 258 I_---- — __ r _-4-1- i l f 256 -----1L—jr—_ I I.-- �� i I E II 206 0.00' ' '' �� 1 I, s _. _-- —� " I 1i 1,680 SF - I 1 I 4 1 SETBACK SUMMARY 1 \ 11 — U / , t -I FRONT SETBACK: 12' I _--. - I BUILDING: ( I I I REAR SETBACK: 10' 11 = 5PLEX E7A ; = 1 COVERED PATIO: 5' UFF=266.5 207 I 208 209 210 ,11 I e 14, f e 1 1 219 51DESETDACK: ff 205 I I MC I L ^i G FF=257.5 R I i 1I 11 o '1 ' = GARAGE SETBACK: 20' E FRONT '1 I PORCH SETBACK 8' 09- =- VISION — GARAGE � �- II1 11 III FIRE CODE SIDE SETBACK: 3' CLEARANCE -' I3.20 - 1 __ _ ° TRIANGLE ////,/4 I-,_' --- ---_� I-t_i--- - , X11 -- JTl ---- � -- -__ : I Q - I 1 L----- ---- j 01 _- •IF _z _.._ SIDEWALK `� 1 1 / f 0. ' 20.37' 1 PUE - - 0 — . SIDEWALK /(j f — — — — — ! — — LOT COVERAGE: IPJ �I • ___.- -- — __ LOT AREA. 1,680 SF . �_�;_.._ 257.0 _ _. ` RIVER _ -� � _`_ __ � L_ 256.0 ..._ _ �, BUILDING FOOTPRINT: 655 SF TERRACE =—�.-►-- — PLANT (1) STREET TREE: - N For COVERED PORCH: 11 SF CV o ._ ..._ _ �t 2" CAL. HEDGE MAPLE/ ::./ ._`.. 1 M _ IA NORTHWEST o ,� " ----At ACER CAMPESTRE 1 STORM LATERAL CANTILEVER LIVING SPACE: 19 SF • -CIS___�1 - as 00 o WATER METER - _ 0 - - _—__- 50 ---- 32.00' COVERED PATIO: 0 SF 0. SW BEACH PLUM TERRACE SANITARY LATERAL - ss DECK AREA 92 SF - S. - -- tiff 5 LOT SS-." ss � '. f i / — � \ — RAGE: 777 SF / � '� �- 206 o TOTAL COVE _4_____-_1,„ PLOT PLAN r col- , N 46.3 % a f► H yi \, _ _ ` IMPERVIOUS AREA: 1,035 SF o i_____ ____, , r_ _____ .5 - - - - - - ----,----,--..-.-_._-__-__ ___ _1 1--- —1 Vi _ — _N cr,, ,---.,F T:GARD _ — _-- _„ , 1 I _, 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by PIan ing0 PROJECT NO.: 395-037 0 2S1W6Date: /ILS � TYPE: CONSTRUCTION coSCALE REVIEWED BY: PRE LOT 206 (R-12, ROW HOME) Initials: Z--5 10 20 rn RIVER TERRACE NORTHWEST 0 Z 13518 SW BEACH PLUM TERRACE 11NCH=20 FEET OFFICE COPY PLANT STREET TREES: SW ROY ROGERS ROAD 2" CAL. KATSURA TREE/ LEG ND E 4`V ;,,.. , . Pacific " ` CERCIDIPHYLLUM ;� SANITARY SEWER �j I� FUTURE CURB AND GUTTER TYP. `----_° \ 10.00' JAPONICA, TYP - STORM DRAIN Community LANDSCAPE TRACT _ !7 ° - ° II Desi tm - �_ - x - x _ '' '_ r 4 - w - WATER LINE r - �� _ 12564 SW Main Street — £` MANHOLE Tigard,OR 97223 PUE �" 1 — — � ; � / J �/ — / � [T]503941-9484 -A , -- „i- :=K„, a .- - CATCH BASIN ,w -9.50' _\ :f` DATE- 10/06/2016 �. 264.8 14.16 264.0 STREET LIGHT - - ° fir_ _ REVISIONS �_� -- -- - -- - - 26.4 - - �; - - - __-�` _ - - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION � 0.4' --7 - 4 -7.-"---- -_-_--;-_---±„. 6_ — o � N� EROSION CONTROL `J 262- 260 -- — - _ =-11 r-__ — -- - _ �-� STREET SECTION, SEE _ 0 258 ___ 256 _ 11 I CONSTRUCTION DOCUMENTS 3 r W 1 , j I It-_____f I; 206 0.00' ti`° I I 0. I II I 4 S ________-- - 1,680 SF } IilSETBACK SUMMARY L i \ 1 BUILDING: 31 I I I FRONT SETBACK: 12' - __- I1 5PLEX E7A / j 1 II i REAR SETBACK: 10' 1 : UFF=266.5 in 207 208 7i)9 210 ; I I COVERED PATIO: 5 1 1 :I 1 FACT L -- -• _- - . it/ 1 t' 2}f SIDE St t BALKT a` _ o 205 II = III 11to' I GARAGE SETBACK: 20' E _ j 1 FRONT I I PORCH SETBACK: 8 co cn �r I VISION 1 GARAGE I 1I = co� n�l� 9� _ t CLEARANCE I - -11 111 * FIRE CODE SIDE SETBACK: 3' T TRIANGLE X3.20' Z ° -- _ ---t1 - 1 I"/_ _ - 1-*--- 1 _ a-_---_--r SIDEWALK I I ,I L-°--- •• . -z o t I I� 20.37 -6.00'_ _ . SIDEWALK �'rfek - —�_ PUE1 PO _ LOT COVERAGE: . ____ -----__----7-___ i__----__ -.. - ir ,„0. v ,„ r . . a -7 CA 401, ...,..i..Atta.srAti;11.41 OJAI..IfIge2.1111. 1110/11111,0111111111V/IM110411041i .11.,,,,,4,_PAII0 1011.H111,IMISOI11.0,..P i't +� _ _ ="1-1----' 20.6 _A -_ LOT AREA: 1,680 SF - RIVER — 257.0 w / 111 256.0 ! _-- ` A I BUILDING FOOTPRINT 655 SF - --- - Till _ w TERRACE TO :-_,,,:-.-,= * `` - PLANT(1) STREET TREE: 1\ tr, i o fi t!` _..._, 6. 1- ig, N/ 1\'N ` COVERED PORCH: 11 SF t. .__ 2" CAL. HEDGE MAPLE/ fi - - _ NORTHWEST W ACER CAMPESTRE STORM LATCANTILEVER LIVING SPACE: 19 SF • - o WATER METER -- _ _--- a1- �s1_ i s e M °� / SW BEACH PLUM TERRACE 32.00' COVERED PATIO: 0 SF SANITARY LATERAL st_I� ; �� _ DECK AREA. 92 SF - `�� T yo �~ TOTAL COVERAGE 777 SF LOT 206 S � he- S`_ - SS -- ! `1' - �S r P _ _ LOT PLAN co f - tk. 46.3 % 4 CL — - — --= \1 IMPERVIOUS AREA: 1,035 SF _ I- ---\ f I I CITY 01= TIG,' RD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved�by Ian ing 2S1 W6 11:0 Date.12 PROJECT NO.: 395-037 I \1 TYPE: CONSTRUCTION O Initials: G.^� SCALE REVIEWED BY: PRE 0 LOT 206 (R-12, ROW HOME) V 10 Zo a. 0 RIVER TERRACE NORTHWEST Q 13518 SW BEACH PLUM TERRACE 1INCH=20 FEET . 0 N C to inE ; 3 IU�` O U .... 841.y2' of 71/2' 15-51/2' -0' 8-3' Sr 5-1' 8-3' -0' 5-1' 8-3' -0' 15'-51/Y -71 I 12' 1 1 1 I 1r 1 1 i 1o0 IOU SAW O 2'-31 11�VT11'-21/2' i .. --- a to min 12 airainniammui g2 mai iiiirliiiiiii to ill as R l—__ �I m.. r at _ �iI ii s r IIS.—T�.�. 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I 1�111R !V LU J 0 U J CONF NaPT - co a ® QX CONFORMS TO DESIGN CONCEPT tD ES ❑ CONFORMS TO DESIGN CONCEPT WITH wimp ❑ CONFORMS TO DESIGN CONCEPT WITH15 REVISIONS AS SHOWN J REVISIONS NOTED lli ; C PATIO CONDITION / CONTRACTOR NOTES: / 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONC.STEPS CONC.STEPS CONC.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4 --- —•..s— - - 5 ERSUPPORTATALL Mil =Ira )VS5 CAUTION WHENM _ FOR PLUMBING )PROVIDEPROPlu�i�iEui�ii ��=s iliiiIHhlI "' 11i.Ti?i iI :-:=s::� ......�=s i ...— . —=iiI 111111111111111 111111 ! 'I 11111 I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING PUI'GhGser re5pon51ble For apprOYln9 this PONY WALL PONY WALL PONY WALL PONY GALL PONY WALL ayout prior to any construction. DESIGN NOTES: 1 THIS FLOOR SYSTEM GAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DECK CONDITI0N � DEFLECTION CRITERIA OF L/450 FLOOR LOAD/NG: 4Opsf LIVE LOAD 9-1/2 RFPI-20 0 1 6"O.G. • 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/NGAREAS: 3opsf LIVE LOAD gt,,, �V R1„ 1,' R1, - _. ,_ R1 / Rt 12pSFDEAD LOAD �1�'---tf— ri--I- 1• j —?`°'-`--i I - � 1 :._ - dli�i �i�il�i�i�rnl�i�i�l�� R, II I I -•-~- i -j 1 1 1 Il 1 ! I% �¢OOFLOAD/NG: • gH b = III 1ff! ,! .I}.� ,Ij � I 25psf LIVELOAD `ti T it i F Y t a s• ¢ I 1 I! R i- 1 �. Y g " T 1 ,�,-T� �y �71H Rt 1 T osf DEAD LOAD 'i i' I II i ii 1 I 1 .1 ��. R1i11 h is .jl' -a �9 a I � H II -a J� jD -13 �i -3 �b 4 `j R1 • 11 11, i {, J 11 'I 1I -i 11 _h , _1 j1I I i I 1 w�-wa Z: =.wa,. 1 ii mm Ntnaln wsr ve�la RI 11 I 1 rl---€- H>{43 tt 'Hc a`a?(' ---_- - -1"k'T--. ..... x ' _- =�„-z I j 1 b.t, g R W _.... - _l_.4---4'' j i I it 11 I i I I; 11 1 HC¢a I -_ �! II_ ,'I I . R1 HDRi �. - + i _it, JT i ji �h i JII .,I .J, i I ! II �f, II 1 J 1; . .4 1 Jh �1 .�� -i Jh ai ,li 1 M7321 R1 .nraa ./Jf 1 ,Flt .11 .�, J R2 11 1 l I! I 11 ( 1 I l 1 I .,- „ .. Iii ��y � m-------...„.....:4 tl• II it II 11 rD 1���� I-_.1 I II 21 1 R1 R1 11 r 1 11 ! R1 1 11 I 1. ! �m a`eala�c-o.na�.lma <L 1 ii I R1 Rt I ')-� w”PoaH••q�,u.rovauup i11 t �� .la i1 j 11 11 1 R1 R1 1 R1 Ri I ii II R1 R1 11 I Ri iI I� Il - ® .nu.eb.a1 ji 11 ;I '! ; ! i _ I 1 I ! I i I N 1 RFPI BLOGKMG PANELSYIRH BEARM6ITALL ABOVE R3 �q 1 11 11 ; ! I i ! 1 I ! NT.S. i iI I I ' I I it !i I I I I i .9 1 11 1 1 1 II 1 1 .1 Il 11 i! ' JB I plat _ _ _ R Bo jl I { ._. J` _64 iI 1- , ,l I` 1 i I_.. l i-L.,,WR9 i r „ HDR -.-� H '. - 1 If "� Y i6 I ' ��{{�� Y IyNIF90 P H�byYp t-- I ' . 1 I I 1 + ' P �I� �i os :ao��e Rz � r E i 1 1 3 ; It I 1 � 'p �� :09epR1wDTwW t PER DETAIL Id.MA-1-841 11 1 I wRr; Isi•.I.I.r>G,�.,sHDl.oc"s R2 651 ( 11 11 l i 1 j'i, I 1 1i ;i I ;I 1 l __``III` 9�o TOFoe ABOVE 1 1 l .� �, I iii * iir' IT 91 �m j(1! i I I 6 \��10 p , 19h �� ,B, BI' a J9 .9 J9 pih ,l #e as .9 is j L9,11 6q I t i 1 , Jt la le -1'01'p I I I Ja �'VI V 1 II , 1 I I i; 1::Iii II I 0ti I I e�I BR I h 52 '.-r' ''''.-,—',!; 1 i I �' J� .I :! I I1 �I 'ray ax Jp �' Jz l I i I I I 1 1 1; 11 I i I I I I I ! R2 I �� _I I 4, �I .t/e IS), Rz -+- J -1 :,rtl_..�,. .. 1 _J 'I -...: II__.. _D 9 1 ._I.-i-. _ ,-,i,R9 k-....11.x..=,3.-.AIA'.:; _H4,„], �L Jr , ;• HDIP 3 I 1 3 -, .B R2 R2 1-111r �I HERS r "LJ 'R 1 ...TSF- {{ _ --f-L}� I !!II 1 Rt I 1 -L— POST LOAD TRANSFER DETAIL Ba It __.-..L ii. L - i. Ni.S. V d )D H2 - X CONFORMS TO DESIGN CONCEPT /MPORTANT7 ❑ CONFORMS TO DESIGN CONCEPT ® REFERENCE INSTALLATION ....FOLLOWING MATERIAL LAT COVERS EITHER CONDITION••••• CONFORMS TO DESIGN CONCEPT WITH PL 16-291(MAIN) (LOTS 200-210) I ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING REVISIONS NOTED REVISIONS AS SHOWN LLS-Pie E-vn R-irA/ ❑NON-CONFORMING-REVISE&RESUBMIT DETAILS AND I-JOIST INFORMATION POLYGON • Material Width �eReVlhv�� ON 2.441-t0 TotLth ❑ NON-CONFORMING-REVISE AND RESUBMIT 3B 60 THIS SHOP DRAWING INASEF BEEN REVIEWED FOR GENERAL CONFORMIJJCA THIS SHOP ORATING HAS BEEN P52151EO Fa GENEVA CON hNN.INCE R2 050121111EA Rim ; D/4 2 ,.De 16 112 WITH DESIGN CONCEPT ONSI AND DOES rv0i E WITHITHE 2,E 15 04 DRAWINGS. ORNENDOR OPRESPONSIBILITYANDSIBI1PY FOR CONFORMANCE DESIGN WITH TEE CESI6N CONCEPT ONLY AND TIDOESE I C RELIEVE THE 910 DentsDRAWINGS.�FECIFL;ATIOAS. pPPJCAeI E CODES ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FDA CDNFORMA DE WITH THE 'Llif LEGEND: H125 5 ,/2 " „D 1mR2 Gesc4Ge 31 24P-v4 3 1/2 1 1/2 Pb-2400 14 3D HORS 8415[8865.1.-.24F-V4 3 I/3 10 1/2 PIE.3E0o OD PRIORITY ! THIS DRAWING DECINGS AND•°EC CA IO S AL.Of KHI"r HAVE PRIORITY a1 Rplm.em LVI, 1 3/a 1 12 �. OVER H'S SH' DRAWING . a ,2 1/2 3 4 DESIGN ^ 0\ MAIN FLOOR JOIST LAYOUT R w-OF/ER ,NTF, ' ( H T-=HANGER GALLOUT D2 Rlylelamlvl 1 3/4 1/2 1.5E 4 1 B BY David ftBurnett Date 7/5(16 E 'P umber �/ RIgNI.m LCL ,.3E SCALE: 1/4"= 1-o• MILBRANDT ARCHITECTS BY Arnold R.Solomon Date:July,.2016 Pacifi ® =SUPPORTINGP05T BS B4O BEAM 3 1/2 1/2 2 2.1E 0 4< CT ENGINEERING INC TRUSS COMPANY BE, MGBEAh 1/� 505 ® =POST LOAD ABOVE 9a BEAM 3 5/4 1/2 =2 54 ROSEBURG FRAMING SYSTEM'" R =RIMBOARD j2' R,I 20 Lvl 5/4 ;3 ,s 11 5 e ,1B D 9 16 e2 105 15 5W ALLEN BLVD BEAVERTON,OREGON 97005 (503)855-9663 LB =LVL BLOCKING .Jia - 1/4 �aoe quolity engineered wood products for today's builder- LB ENGLISH REVIVAL 5-FLEX E-7(A)K-7(A) (LOTS 206-210) JB -JOIST BLOCKING 5/4 4 1/2 32 PACIFIC LIMBER COPYRIGHT 2016 CUSTOMER: POLYGON These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGiDLAM LVL RIGI DRIM- J =JOIST GALLOUT J5 8,1-20 J1 12,1-20 5/< 1/2 26 6 26 4e The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSEBURG wREsr PROW= aosEmcoTOResrveoDucTs PLAN DATED: 6/26/1 6 B =BEAM(FLUSH w/J015T) JH 12FPI-20 5/4 1/2 5 12 BO Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or HDR =HEADER(BEAM BELOW JOIST) '" °rHI Ho ITT9 s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L HENDERSON PATE: 6/30/16 `°" H2 H80018 penalties of up to$20,000 per work infringed,and$100.000 per work infringed willfully. RFPI JOIST 550-BEAM BY OTHERS 05 Iua,o 1/9 10 O T°1POD rs PL 1 6-2 91 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE , <START FRAMING HERE , : START FRAMING HERE <START FRAMING HERE S <START FRAMING HERE U U 0 O 0 f8M401 -I �BM61-- - __phis! - _- fBM6� fBM40� Mil ;,---ti Till ■ n i Wad . ® M ILII II N I� V�I N II �=• II If_ II ®_ h RM1 II �RM1� RM1H =v- I- o iiir=,...„....„..1.' o .:..•.r�u l 5.,..,..s.._ -- 111 00 - - fL -- - m4�' F7'i7 ®__ 1m II vet•m m m m m moI � ����I i4 III %C� �' � � I III �� � II� ®• 4 .. ] IILL LL LL LL III -i4v i I �amnmp>_c�^�s.�a•u M�:�a�= �.�n�.� <nr> C� 2-1D-154 ^�n�=�:�: �: �^MI I _ �I 1 -� -�- Q III4 s13 H 1-0® uI I I v F05 I 4 IR .� J !I o 4- K �, O h ; � °I © ii.w . �i MMIII 01M11111.111 II II� NIMI� iw�U vi11 iiII IIMPIIMII. �U�w RM1� ==pp 11.1" ° 11.x. l"'/�l I,4 edam i — — "II N W ,, II, RM1 lb . N �i"il. MI lR Ni --1 III11 ° �_ Y- E IIS 11 iil _n III A II m �I BM2f n� �.111 ,1 �...,1 iii iMi ....Nilo io oill �BM2� I ��� �� - - CI) la- tf j� a e I S d 0 ill I a a 6 Li —= II V� ut . o vii il i W u_1S I,- ',7, ��� 'SILL BM24 —u it' ' - U _ -- �, ', �� �® BM24 1-0300 5 j RM1�' gfRM1f ,='-f RM1 F F i } ILIRM11 0 ® CONFORMS TO DESIGN CONCEPT a ❑X CONFORMS TO DESIGN CONCEPT a 5re CC ce u g ❑ CONFORMS TO DESIGN CONCEPT WITH N mo El CONFORMS TO DESIGN CONCEPT WITH H o a m y a to REVISIONS NOTED - to O O REVISIONS AS SHOWN LL cc re LL Z LL ❑ NON-CONFORMING-REVISE&RESUBMIT ¢ ❑ NON-CONFORMING-REVISE AND RESUBMIT ' o o c 3 = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ '- o THIS SHOP DRAWING HAS BEEN REVIEIYED FOR GENERAL CONFOREANCE to WITH DESIGN CONCEPT ONLY AND DOES NOT REDEYE THE m = 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE E. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN OD - y FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE ,.- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By David R Burnett Date 7/5/16 By: Arnold R.Sol000n Date:July 1,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC _\ + Products PIotID Length Product - Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 206-210 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4X20LVL 1 3 Pacifi umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL16-297 UPPER BK1=BLOCKING FLOOR LO40 A DING: BM40 11-00-00 1-3/4 X 2D LVL 2 4 RM1=RIM BOARD 15DL & TRUSS R u CJ J t COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I1� �:����II ACCESSORIES QTY fII—�`I�_`I'I RM1 4-00-00 1-3/4 X 20 LVL 1 3 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I _ BM24 4-00-00 1-3/4 X 20 LVL 2 6 RM1 3-00-00 1-3/4 X 20 LVL 1 3 O HIT420 86 SHEET 2 O F 2 _ RM1 2-00-00 1-3/4 X 20 LVL 1 21 RM1 1-00-00 1-3/4 X 20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen, remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist.