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Plans Ats -oto/7-00/( / 3/52- S4> / -c3-ffc 7r,- LEGEND: I Pacific SW ROY ROGERS ROAD ss SANITARY SEWER Community rb DE) STORM DRAIN �cSlall PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. ' WATER LINE n L. CAL. KATSURA TREE/ 12564 SW Main Street CERCIDIPHYLLUM SIDEWALK E! MANHOLE Tigard,OR 97223 JAPONICA, TYP. -- CATCH BASIN [T]503-941-9484 _ — . I _ DATE: 12/07/2016 7.50'_ %/'� -\\--\ � --- 10.00' --- .0-. STREET LIGHT- N PUE � `, — -- = _ STRAW WATTLE PERIMETER a NO. DATE DESCRIPTION --- LANDSCAPE TRACT. ..== \ c=c---- c) II I _ I 1 _ _- I == —� — EROSION CONTROL 1/� r" - j _ =tt �! - r L I - 4j - /1 I — �J. 7 94 // \ STREET SECTION, SEE % © CONSTRUCTION DOCUMENTS ' 295.5/ 12.50' 294.6 .t_ Z e v .a Y,caar 15.3. - .._. 47.,r _ _ - , — — 11 ^ Jasac�u y —'" -- — -'--=-_= `' ___ - --- --- --a-;(a...------,m- fl ,, ,, r, t ,. , '":,,SETBACK SUMMARY -294 _ 1 ---------11 µ _ r_ / —, ..-. I 1,J.-- L�� �- 1• _ - l„ 1 11 I � C FRONT SETBACK: 12' iI 1. ,i I / I/1 r31 II REAR SETBACK: 10' ' I I I I 1' BUILDING: j' '1 11 11 COVERED PATIO: 5' 11 1' ll i � r 1 Li � / I I 4PLEX-K7A i r 1 Ir- SIDE SETBACK:* 0' T —11 1 UFF=301.5 / _II I 1 I 1 GARAGE SETBACK: 20' I -IL LAI GFF=292.5 j ' I 1 el III _ PORCH SETBACK 8 i in 167 , 170 * FIRE CODE SIDE SETBACK: 3' CV 164 165 TRACT�D 166 1 $ 1 169 i 1TRA t T E I I0 1,066 SF 1111 t 1 L-- Iso 0.00' ''I 0.00' ----- 1 1 1 1 / FRONT ; ; cD. 1 GARAGE 1I I ' L / �I �1 __ r -ice --- -- - 1 J��`-r ' h � Z" -- `'J 6.00 I 1 ' I I ___ - _ LOT COVERAGE: 11 --Lor �� I I' 17 17 I I ' -- s-- X11 , L_ 4' 2 — � — PUE — — p —I — I I . —I I —I- II I— LOT AREA: 1,066 SF _ _ _ _ 20.00 _- 1 I— RIVER DIJ , l BUILDING FOOTPRINT: 565 SF w — - - - - - - - - - - TERRACE 1 Al 0, _ _ ..����0�®aumg e� so���aPi�'.o_ � ®s0. / _ — ..-- .a IIIINVAIIIvl / _ COVERED PORCH: 15 SF NORTHWEST I-97, �+ iiii291.6 v • 290.7 ` CANTILEVER LIVING SPACE: 9 SF m in o PLANT (1) STREET ' pap SIDEWALK � COVERED PATIO: 0 SF TREE: 2" CAL WATER METER CO P, 9 _ M SKYCOLE �y5 DECK AREA: 72 SF 0.7 OS I HONEYLOCUST/ as 1111 i. O5 as TOTAL COVERAGE: 661 SF LOT 167 CA 32.00' GLEDITSIA PLOT PLAN N TRIACANTHOS SANITARY LATERAL 4130 SW AUBERGINE TERRACE m _. 55 -._ .. 62.0 % INERMIS10, S - S x s ' MI \__,/, cti a° �` 111 `� �� IMPERVIOUS AREA: 868 SF r V1 P I--- d V1 `�IIJi ,'� \ , 771/ CITY OF TIGARD ' VIII / '7 7 1 ri-74 Approved by tanning Date: 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Initials: -S' 3 a PROJECT NO.: 395-037 D` TYPE: CONSTRUCTION r.r. SCALE REVIEWED BY: PRE LOT 167 (R-12, ROW HOME) 10 20 o. ca RIVER TERRACE NORTHWEST O 1 INCH=20 FEET 13192 SW AUBERGINE TERRACE LEGEND: SW ROY ROGERS ROAD ss SANITARY SEWER Pacific s� STORM DRAIN Community PLANT STREET TREES: Design 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. ^r WATER LINE CERCIDIPHYLLUM 12564iSWMainStreet2 SIDEWALK MANHOLE Tigard,OR 97223 [T]503-941-9484 JAPONICA, TYP. - - CATCH BASIN — DATE: 12/07/2016 �� 7.50'_ �f`,�\ f / ��`" ~ -1-11-1_,„__--:77/7-----_-_---\-_ � � + STREET LIGHT x REVISIONS 10.00' PUE i, . _ _. STRAW WATTLE PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT _ �!! r _ _- - - py - CONTROL a 1I r/ \i 1 +� l � 7.94' STREET SECTION, SEE �. ; �' �' z9/s 12.50' ,' 29/6/� 0 CONSTRUCTION DOCUMENTS s_� DT — f -0 __ z, -‘,,,,,,,,:: _ 294 ''` _-`__----- _292-_--f—=—: � _ _r 290=_ p��a�ag„„a��aa>� - � a ��„��x r „ � Win„�n��nba„a„n� 1 7 77:-— a r- r.7, --- -�_ — ,� __= �I SETBACK SUMMARY 4__ - ,� _I I — �� - I. _ - ��' I II I 1 I FRONT SETBACK: 12' 1 11 11 �1 i REAR SETBACK: 10' / / P�, I� BUILDING: 1 �I el• II COVERED PATIO: 5' 5 4PLEX K7A / I il I 1 I ! SIDE SETBACK:* 0' i, Y i I I J UFF=301 5 j �, 1 i GARAGE SETBACK: 20' t GFF=292.5 / ( 1 I PORCH SETBACK: 8 l 164 1 165 1 TRACTID [o 166 �I 1,0 6 SF 1 169 , Ii RA T E ' 170 * FIRE CODE SIDE SETBACK: 3' o J I I I I I 0.00' ; l 0.00' I 1 I e II I ; N 4FRONT 1 ; I I j( GARAGE J�, I I • I 0 'r i l II Ml �.''.. _ WIT I I. t i ----s J - Z� —_ 1---_, N 1 -- - LOT COVERAGE: —J� 7I r— c^s6.00' 1 —— —1 01 I - IL° �' / LE — J I I I, d I PUE I _ — p —I— — I I I . —I I —!- — II 1 t— LOT AREA: 1,066 SF — 20.0064_ __ / 1 C — RIVER LU N — 77— — — — — ] ,�- ' BUILDING FOOTPRINT: 565 SF TERRACE 111/1111.111111111/1 __ COVERED PORCH: 15 SF NORTHWEST 1-: all 1.111ME 291.6 ' 290.7 v a � � CANTILEVER LIVING SPACE: 9 SF ci o PLANT (1) STREET N SIDEWALK �� N . COVERED PATIO: 0 SF 0. co al WATER METER m AA TREE: 2” CAL M ,. _ . SKYCOLE GS. DECK AREA: 72 SF as I _ HONEYLOCUST/ �� , as IIIaS as LOT 167 Lo 32.00' GLEDITSIA ) ” TOTAL COVERAGE: 661 SF PLOT PLAN TRIACANTHOS SANITARY LATERAL 431SW AUBERGINE TERRACE s INERMIS S” - II. s Ss __ ss 62.0 % a o 1 co 00 ! w` r NIMPERVIOUS AREA: 868 SF Eo 1 0 0 v o \ 5 v, ci U I _ _ _�1.11,A1 ~'� TY OF TIGARD -,_ _.- ` __ --t ' —__ __ '�! r�t , ,7- 754)prolved Pia ning 3 Date: - /1e0 RIVER TERRACE NORTHWEST (503) 221 -1920 PROJECT NO.: 395-037 U 2S1 W6 Initials: Z_..S TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 9 LOT 167 (R-12, ROW HOME) 10 20 co RIVER TERRACE NORTHWEST g 1 INCH=20 FEET Z 13192 SW AUBERGINE TERRACE PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS ... 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS C.-ONG,STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) ME 1011M MIN MOM 4)USE CAUTION WHEN GUTTING FOR PLUMBING NM .1.1 MIMI . - MEM - 5)PROVIDE PROPER SUPPORT AT ALL i ,:1111rillill iieaiiiiK•1,- -11- iiii Iiiiiillirilrelliiiili lliEoiiiiiiIIIMIN'iri.--'..,....ibmii—. SHEARWALLS , logyini _, _ , _._,, li _ . i , , ; Ill 1 11111 AT hr ics h I la:yHe ocitt tuf'Sri s'a4itio:Lt Abre:u s:efr ircri 1 nWperi aoPtins1t.uvnA fec rfil foNwni-awr;i t h shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to an construction. DESIGN NOTES. THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD [ZI CONFORMS TO DESIGN CONCEPT (***DECK CONDITIONikikA DEFLECTION CRITERIA OF L/480 111 CONFORMS TO DESIGN CONCEPT WITH FLOOR LOADINC.: REVISIONS AS SHOWN • 9-1/2 71.17:10;O.C.19-1/2 RFPI-20 5 15"O.G. 4-1/2 RFPI-20 0 1b.O.G. 9-1/2 RFPI-20 S 15"O.G. 40psf LIVE LOAD 1 2psf DEAD LOAD 0 NON-CONFORMING-REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5LffEPIN6 AREAS THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE \ / 151 R1 _ RI . . 5Opsf LIVE LOAD 12psf DEAD LOAD WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE . . ? ' i r c c la • ri, i . II-7---1, 11, i—. FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE A1TH THE —1 1 " ; ;1 , , ! , II 1 , i IR 00FLOAP/N6: DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY , „ I I il I I ! 25psf LIVE LOAD OVER THIS SHOP DRAWING. 151 I 1 2) 1 1 11 11 1 I I I II 1 1 1 SI , ' RI II I 1 II I .1 II I 11 pa DEAD LOAD 11 1 1 i II By: Arnold R.Solomon Date:July 16, 2016 1 ! • II 0 i 1 1 11 ' '• -, i I i I i 1 ' JR CT ENGINEERING INC I 1 . 11 ii i 1 i h IIII ' !I . 1 . i 1 I il 1 !! I II 1 I I I 11 • I • II -1 1 J 11 41 -1 41 I ,ItTI I 1 i 1 1 i I 1 1 1, I I I I I • lid rotaaver.y... etwevemed RI I 2 1 1 1I,ii 1 1 1 II 4 . .1. 44. ,.., H1. ' I 2' ' . II I ' I I I I I 1 • I f- ..,.......n. 411 59669e. -I I ., 1 ..4. iar" .1 -`1 '7 I I I 1 II I 1 I I I 0 11.1 R1 1 -,1, r 5DRI I' -I- , , -I/ - 1, -41 -IT 4, -T 1 1 1 1 4 4 41 kr)> i i i 1 I 11 li 1 11 1 I i . ,-- -la ! v 0 x_1 '21 -J1 1 1 1 h II 1 1 1 I i <o ,1-----q j 1 . II ! , 1 I • i e m / 110.1 ,••1— ' -.. tu z 1 11 if 1 1 1 h 11 , i I t i 1 tO c, I M X I , in Z , I I il 111 I i 1 i 1 1 1 I . hi mi..... ei i i II i I ..E—I. ,-• -3' i I i 11 13 • R1 RI 11 1 I I , 11 I R1 I 11 RI RI RI RI I I I ilI 1 I RI 1 i I . I 1 11 I I I RV 1 I I t I I ' 1 I RE5rBLOCR615 PANELS elITI/BEARte5 hAu.ABOVE I ! 1 N.T.5. 11 El CONFORMS TO DESIGN CONCEPT i] 1 i I - I 1 I I I .. - I 1 II 1 1 i 4 !I 1 I i1 n CONFORMS TO DESIGN CONCEPT WITH ,, 4 11 1 I I I I I t I 1 11 R. I—I REVISIONS NOTED 11 I , i , 1 ,1 11 1 ii ,1 :. . A , ii I I H ,. 4T I I I 1 ' JB 1 II El NON-CONFORMING REVISE&RESUBMIT I I J -e6 ' rill 1 I 'Ag; or ..4 :: 1 . jj I I 1 °Pt ' . . . 1 ..41. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1-- , - - 4- i----Ai ' Iret- i 1 T ir- ,C , 1 1 I ,1 ii I' -I- , . 4, „._.V. ,i. .4....,... rosTs6RD4A5:62 1.07=1.26.6R.AcL WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I t t • I T--"1-0'7 meTALL satms-9 eL02.5 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I I 1 1I I 1 I €.\'4-t1 , H ; :: ! , „ 411 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,All OF WHICH RAVE I !I I .ii aD, ,I. , II, 7 ,, 111 1 ''i 1 li 1 lil PRIOPJTY OVER THIS SHOP DRAWING. I I ' I I 1 J j j 1 I'TT=z'.1%-:- 1 ,1 t " 1 1 1 ji j 16i i By David R Burnett Date 7/20/16 155 I I II 1 1. 1 I 1 11 ' il '1 9. "r , i , IT -- -- ; I 1 I 11 .. . 1 11 . , MILBRANDT ARCHITECTS . ,,1, 1 I i 4;'0-in - l' le ° t,e i 1 ,1 eq 1 I 1 1„11. .1. -1 t ..!! 4,I3 41 4 ,, ) s. I 1 FOY I 1 i I 1 1 1 . ' .•e% 11 07 107 fp; fp I .id ,P, R2 IIIIII i I t t I ' 1 ri ! 11 1! I1 i I I II I 1 I I I 11_ ., i 1 II III I I !' 11 ' 1 1 II , I 1 I 2 -E I i i 11 l' 141 ', 1 ' .J; .:.f, +e 1 ILL 1 1.,, ,AL AL i I horts ——-,---I ;; 1-s—__,M____, ,A., -,-. IL 4' ,.. — ; t 1- t .o.t T ,i'l `" POST LOAD TRANSFER DETAIL I II I 1 : ' nil_.i _I_ I R2 9-_I_„,1ip , , I )D d IMPORTANT/ REFERENCE INSTALLATION I 'I....FOLLOWING MATERIAL LET COVERS EITHER CONDIRON ar• PL 16-320(MAIN) (1-0T5 166-1100 GUIDE FOR ALL.FRAMING POLT505 ENGLISH REV6/AL 4-19LEX E-1(A)5-7(A) DETAILS AND I-JOIST INFORMATION Mrk• Materlel Meth Depth P.'.& tate COOLS TehLth 51 1,5 L_NA_RIR 1 9/4 4 1/2 I.5E 24 20 550 R2 0955151 4 1/2 6 16 36 4- HDRI B15 BEAM 5 1/2 '11 1,5 2.IE 4 16 64 L.E6END: 6112R2 cesp•as 51.24h-Y4 HORS CRecade5.1..245-V4 5 1/2 10 1/2 Pb-2400 2 14 26 9 1/2 10 1/2 FP-2400 6 12 12 b B1 RRIPLem LVL 1 5/4 1/2 1.5E 2 4 6 MAIN FLOOR JOIST LAYOUT , .........2.1m .,, Pacm 1--:;:',., um er 0._.HANGER GALLOUT Bo 2LVL B5 RIM:R.15On_ 1 5/4 1/2 1.6E 4 2 6 1 9/4 1/2 1.5E 12 10 120 B4 SIGMA/4 5 1/2 1/2 2.IE 2 6 12 [S] e SUPPORTING POST 55 De BEAM 5 1/2 1/2 2.IE 2 12 24 B6 EMS BEAM 3 1/2 1/2 2.1E 6 4 52 & TRUSS ,' COMPANY 'N ED -POST LOAD ABOVE B1 BIG BEAM Bit BIG BEAM 5 1/2 1/2 2.IE 16 14 252 5 1/2 5 1/2 2.1E 2 16 52 4 R ROSEBURG FRAMING SYSTEM" --RIMBOARD J31 BLKG.1,5 LVL 1 121951-20 3/4 1 1.5E 44 9 262 /4 1/2 10515 Sri ALLEN BLVD BEAVERTON,OREGON 91005 (505)858-9685 LB ..LVL BLOCKING J2 16551-20 5/4 1/2 6 6 64 quality engineered wood products for todavt builder- ..19 Reel-20 5/4 1/2 52 14 445 JB -JOIST BLOCKING J4 RF5520 5/4 1/2 2 10 20 PACIRC WMBER COPYRIGHT MG PLAN: EN61.15H REVIVAL 4-1.1-EX ! I(A)R-"1(A) (LOTS 166-16 9) 45 R551-20 5/4 1/2 2 16 52 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLAM-LVLRiGiDRim- CUSTOMER: POLYGON J -JOIST GALLOUT J6 RFF1-20 XI 1,5520 5/4 1/2 5/4 I/O 14 26 992 16 26 435 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ROUSING FOREST PeODOCIS ROSIESUNG WREST PROOUGIS PLAN DATED: 7/1 3/1 6 is RFF1-20 5/4 1/2 12 4 45 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH W/JOIST) , 15551-20 5/4 I/O 4 12 45 product supplier other than Pacific Lumber Gompany Is strictly prohibited.Unauthorized use or DESIGNER: RANI L.HENOERSON DATE: 7/1 4/1 6 NOR -HEADER(BEAM BELOW JOIST) Acepetearies copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include penalties of up to 320,000 per work infringed,and$100,000 per work Infringed willfully. 40P-4RFPI-Joisr HI 15011450-5,1174.5 34 BBO-BEAM BY OTHERS 52 6.621.61/4 4 - Ft 1 6.-5 20 - (MAIN) SHEET: 1 of 2 59 6.6410 6 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH S START FRAMING HERE > 9 START FRAMING HERE START FRAMING HERE REVISIONS AS SHOWN �STARTFRAMINGHERE ❑ NON-CONFORMING-REVISE AND RESUBMIT o 0 0 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ___ IBM40I _1BM61 BM1 IBM4 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - lRM1� -'�"-ygK1`0 7 -� I RMi \ �M1lI �--vim -v -II RM1 RM1 II a= �- �j RM11 , 'I� FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE '� 1�.-�-_ ' =�= _ <._J0- -- -,- L.--.--,--- -_-,4==-:-_-_:/,=,•=.%Jt p D1•d 0�_ I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 4 I -8 a8 o o II o o � 12401,i� - - _ �'- II v II - o 8 8o o II o o cl 4 0 0 o o8 o s' S' Ilio _ _ III ' o o I LL LL LL LL LL a. u. 2 II LL 1 LL LL c0 12 LL LL LL LL n R OVER THIS SHOP DRAWING. 4 LLII m I 12-')-1 0> ii u-LL 4 4- LL X12_10-15 II o o v 1 ®13-(i.1-0C Itl 6 m d m `5"', I�- I -0r^J I II m By: Arnold A.Solomon Date:July 16,2016 4.. . a o w df I e W b a e Iii iii 4 CT ENGINEERING INC —1 F05 F14 �4 m F03 F11 a ° F05 Ism F11 ° a F03 I0CONFORMS TO DESIGN CONCEPT — F03 o F71 y Y F11 ❑ CONFORMS TO DESIGN CONCEPT WITH ,_j F03 D F11 P11 F03 REVISIONS NOTED o e • F03 t g 0 cc o NON-CONFORMING-REVISE&RESUBMIT P F03 Ft t F11 F03 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 3 F13 I' i ' P13 FM I FD WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FOB \ ° d ®LD II F06 f— FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ,.Agel DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE �- F03 m ( F12 i II,. F03 is_ I PRIORITY OVER THIS SHOP DRAWING. FR 1 } By David R Burnett Date 7/20/16 51 p f04 _ r� l0/ ° F12 I F04 O MILBRANDT ARCHITECTS 1RM1"'; F04 .�L. I f12 PO4 M1I F04 n N• —I Q P12 F� — lel � F03 I 1. 4 0 AIIm O F12 c---18 d ° — I 1 . I F03 1_11 - F03 u d ff�� d _ _ lb F12 1 l�I�l F03 n �I l`J F03 m w �— 1 I I IIP F12 �2/ i� F03 F03 e 1 _��' JBM21 I F03 F03 00 F11 U , LiP11 0 4 i. P03 RM1� ° II A F02 F11 F11 c4i i F02 „MI NVII o u I p 1�i I F02 F11 A A F11I-. 1 r F02 P F11 E _ F02 F11 P i F02 ._ F11 2 2 F11 F� d A z FFI PO2 E • F11 ' L ° F11 I = JI F02 a \I F11 to a to h ° S __ F02 F11 �RM1�Ri al ' RM F15 BY 4 1 I�� PO2 �I g F01 �1 � 1-0 �0 BM2, i�:sc�N —pM11 �I F01 ;1� r ® IRM11 i l IRM1I U g cc W 3 Q V o U a re a m a ce co OLL rn O to O K r o Q 3 Q o O xx x co co co Zo Eo E0 + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 4 RMI 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 BM23 14-00-00 1-3/4 X 2D LVL 2 4 ENGLISH REVIVAL 4-PLEX E-7(A)&K-7(A) LOTS 166-169 I ALL BEAMS AND CONNECTORS PER ENGINEER I BK1 12-00-00 1-3/4 X 20 LVL 1 2 FLOOR LOADING Pacifi umber BK1 11-00-00 1-3/4 X 20 LVL 1 4 BK1=BLOCKING PL16-320 UPPER15DL a TRUSS COMPANY 40 LL BM40 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD BK1 10-00-00 1-3/4 X 20 LVL 1 2 REFER TO STRUCTURAL PLAN FOR RMI 10-00-00 1-3/4 X 20 LVL 1 6 7/14/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 4 BLOCKING REQUIREMENTS. RMI 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 16AIIIIIIhL 8M2 4-00-00 1-3/4 X 20 LVL 1 4 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 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