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Plans (91) 5_ 4 _,,LI7 ( i C�-l/ c i yi Com,71 LEGEND: Pacific SANITARY SEWER ,t-/ : sp Community STORM DRAIN Dcsitn 342.9 , 4 - x = w WATER LINE 342.4 =� d 12564 SW Main Street 8 L Tigard,OR 97223 15.3 1_, . IT]503-941-9484 :� -` DATE- 5/11/2017 CATCH BASIN — STREET— 1 + S LIGHT (18.83'= -L _-:--m . II~ I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION REVISIONS I 24.82' "� I - -� f �� / EROSION CONTROL \ 0 _____ — — — �1 I �� FLOW DIRECTION ARROW ,, _- � - - -- - - r - - -- - - 11 1 I1 r —1 -N, I I r--1 1 I .,r r,.., ..., ,.:.a ...m=d. I ' 0.00' �_ � I _ ` n r _ _ .�.� t j, I 1 I _ M 'III.i �Y r 5ti' 1+Fa 1 ' l SETBACK SUMMARY II i I 1 0.00 ; 11 I ' 1 I 11 �{ °] FRONT SETBACK: 12 i �; ___ 40 1 II SIDE SETBACK: 0' ' 1,255 SF i„0 TRACT C 38 i 39 °° i 41 42 1 I �I STREET SIDE SETBACK: 8' 1 � BUILDING ', — 1 1 11 I FRONT GARAGE SETBACK: 20' 1 5PLEX K6B �, I 1 �, FRONT PORCH SETBACK: 8' 1 I I 'I UFF=351 6 I'_ � ,\ [ I 11 f !.. 1 , REAR SETBACK: 10' 1 I 1I GFF=342 0 1 I 11 I E ' REAR COVERED DECK SETBACK: 5' it 1 1 1 FRONT \ ( � GARAGE' �� —y 'I, :{' ...... ..,; ,..;. ,� ,pP, o 1 i 1- 1 1 ' / t __ —171 1 �-' i 1 f - -- PORCH _ �— r--� — --sj �, ` !i 1 / t'ij'It LOT COVERAGE: �~ 1 a O -1 I 1',❑ 0 1 0 C1 4 t 1 f t r m L— __ L` i___ __i L_ _i I f l int 1 t— I 1— 11 I I — 1. 20.00' — 1 — J— — f l i, ,'�f f� _^ - 14.67— ; LOT AREA: 1,254 SF O r t tfIli i!� CN 341.0 i 340.6L fIL' } /4t`f . f 1 j!--:7!f ` BUILDING FOOTPRINT: 567 SF . l�. . 1 COVERED PORCH: 40 SF RIVER N"' �q / � , t.,41 TERRACE es ..........i COVERED REAR PATIO: SF 'o WATER METER N. CANTILEVER LIVING SPACE: 0 SF EAST SS SS , SS 1/SI \ SS , SS -- SS w DECK AREA: 72 SF = SANITAR LATERAL 3 IS S GS -p - C] Cl_ ° _ rti GS P,r cm TOTAL COVERAGE: 679 SF o STORM LATERAL SW 169TH AVENUE 54.1 % LOT 40 v —'M M ', pq / ,MM IMPERVIOUS AREA. 941 SF PLOT PLAN o� ..... '_— M--._...._. 0. 1 i 1 - i. / i A a .....✓ ........: r ...... ... _ . —IOl 'I!/,/147'1'11ri ti.,f ,' PCE — __ 1 . U Q Q E N a CITY OF TIGARD U RIVER TERRACE EAST (503) 221 -1920 Approved 'L-,y Planner g a River Terrace East 2S1 W6 Date: 6/C9 /t7 PROJECT N .: 395-037 v{-� TYPE: CONSTRUCTION Lot 40 LOT 40 (R-7, ROW HOME) InItIals. {/'► / SCALE 20 REVIEWED BY: PRE 13041 SW 169th AveI I VV ,R RIVER TERRACE EAST TBD SW 169TH AVENUE 11NCH=20 FEET LEGEND: --ss--- SANITARY SEWER Pacific Community . -� �--- STORM DRAIN �. Dcsitm 342.9 :; —w WATER LINE 342.4 12564 SW Main Street L MANHOLE Tigard,OR 97223 ;, o 15.3' i� r R]503-941-9484 Idr ' --- _._-.-- I DATE: 5/11/2017 - CATCH BASIN —� -- 7:11 - T STREET LIGHT _r N _._. _ REVISIONS I — — 118.83'— _.; i— _J=- `— STRAWWATTLEPERIMETER NO. DATE�IDESCRIPTION 124.82' I 7:11I11- ---- -t_ jEROSIONCONTROL__, [ 7 \,F , — 1 I �� FLOW DIRECTION ARROW -1 I ' 1 I r II" 1 -t r 1 1 ii 1 I I! 0.00 ;— 1 1 1 I I ' I I I ' 111 SETBACK SUMMARY - - 0.00' r 1 1 1 I ; I _, 40 it I II I I '-' FRONT SETBACK: 12' n I 1 I, if SIDE SETBACK: 0' II 1,255 SF ; , , 1 • TRACT I STREET SIDE SETBACK: 8' 1 _ '-;i BUILDING:17, , I 1 A , 1 I 1 ;, I' I FRONT GARAGE SETBACK: 20' 1 I it 5PLEX-K6B i , .5, �! 1 1 ; ,, I I I i UFF=351 6-" i' s' 'l I 1 `'`� i ' i ` FRONT PORCH SETBACK: 8' I I I II .I I � �I , 11 ' >*� ! REAR SETBACK: 10' GFF=342 0 \ ( ==ji 1 I I �I! �f r I I '° I 11 I REAR COVERED DECK SETBACK: 5' I L FRONT ! �' \• 5 1 ��1 ! I GARAGE;' `� I 1 1 "�t�l/ ;I J�-1 — =j1 i' 1 1 :� i, E v `' I 1' !r- -n--PORCH �Ir--s_ls II 1 /fillBT. ��_ o —� 1 I o 0 1 1 , �; LOT COVE GE: 1 ' RA ,c. 1 i__-__ L+4,_ 1_ ,__24___i_ j____ -\ 11 //It,; N.' 20.00' . I 1•14.6T— — — — �— — — moi'-iLi.ir /WI//1.' j Il�1 LOT AREA: 1,254 SF — — — — — t o© 341.0 ` 340.6 �� (` 1s .' S. i '/.� ,y�ii,, � f' I ' / BUILDING FOOTPRINT. 567 SF — — — '115. — r`t, in t 1 0 L `� � -\\,, - co RIVER + VERED PORCH: 40 SF _ TERRACE N L _—=—;-- - _ .\__ \ �[ COVERED REAR PATIO: SF 0 `, WATER METER ,I\ 1 CANTILEVER LIVING SPACE. 0 SF EAST J 1 !_.____ I , >S —GS —' >; 5 — ss __ _ SS Li, SANITAR LATERAL ', A DECK AREA: 72 SF H �, _ TOTAL COVERAGE: 679 SF STORM LATERAL SW 169TH AVENUE I'" 54.1 % LOT 40 j __— IMPERVIOUS AREA: 941 SF PLOT PLAN v n J Q 1. —-- PPGE ( 1 (} 0,4-1-4;;7 r . , 0_ U Q Q CITY OF TIGARD Approved uy Plannir RIVER TERRACE EAST (503) 221 -1920 Date: PROJECT NO.: 395-037 0 a River Terrace East 2S 1 W6 a aRE BY: CONSTRUCTION 13041 SW 169th Ave LOT 40 (R-7, ROW HOME)a Lot 40 Initials: JLC SCALE REVIEWED 0 ,0 20 RIVER TERRACE EAST TBD SW 169TH AVENUE , INCH=20 FEET U r- rz > z > o "0ic-- ® ri m m y O 0 CONFORMS TO DESIGN CONCEPT �� CONFORMS TO DESIGN CONCEPT ro '" 1- X X "< n CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH to co 0 D D m ® REVISIONS NOTED REVISIONS AS SHOWN 0 NON CONFORMING-REVISE&RESUBMIT NON-CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a ® ® WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 CJ Nm m DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE X X PRIORITY OVER THIS SHOP DRAWING DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY o Z 0 z By Alexia Date_ 4/24/17 OVER THIS SHOP DRAWING. i 4_ � r� MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: April 21, 2017 .L-,61 1 CT ENGINEERING INC c o X Zit t81 I .1181 m I &OF 1 I' .e•.e 1 .98 1 I �� I r .Z/1 L-81 Cr coia- 7111— _ MHOr li i — fillIMIIIIIIIMI 111111. ,,, rri rn u) 'MI Win I emia 4,ii 57 i n < < < C/) n m /� ,- ION r r /1Q- 00 0 O o n ? y � Et' 5:9 ) NWM Z6:D Z :p Cail r NO / / I di Cl mmmom m . oxz� i › �m � 11 4 Q --< i2bz ZmczZ �cc) /mlit-iL .,....,,N. iii 4 \ .OG II !o si b xI0rit� O O�� TT . r, IIIIIIIkUMIIIIIIII C cD0-0.�C�O=DZ 6i I \ � K O,61Z�5 ArOOC IN--, ' �,_ i Z aa0cc ipplEWAIIMIIIII jilivIRWIWINiiii A �} ' ,1 -, • I 'I h2 (9) �I�I �I II S:►\■ r II► s > I I �� �i _ fi L— I ' I �le iP momslir ED. � I�%�. �1■ 1 1 ; �1:311H i I 1�����-■"NH.�1���1� ISO y /w _ II' IIIPJ . ..rte .� gri33iiiiii �� �' �m � orimmos .1a H 0---Com---- Iuun �� ��c NEM' o 1 C-Z 2/1 Z-I11i .W5 ZI z .9161 .913i .913i i &A I Zit£101 j 0 .Z/6 X86 in 9 ... o 2/10 MI I 0 -a to I N -4 111111 O O Oa PACIFIC LUMBER COPYRIGHT 2G17 ROSEBURG FRAMING SYSTEM'" .. ": Quality engineered wood products forodavt builder- 1 «+„.,..w:M..-. "a ,I � ' These plans and the Resigns are copyrighted under Federal Law by Pacific Lumber Company 2011. /� ®�i e ® ^p 1 p/Q d' so'm e'ocK,u� The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RwI®io/"tiYf Y i\'Vl®RI Fitt• awm. vows raon leoys G retains copyrights I .Us t seplans anyother ^��r � ,o ee..R��eEwn. Company,which r taito,and ownership of the plans. a of he by „,-,,,,,,,,,,,, ' BELOW TO POST egoucs product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or R094aVR0 iOHas)'PRODUCIJ kObf811@G(CREST PC001IOrb rcR nsrwa,e.H�rcx .'I ^„ °" ----_.._ ,II eer.R,�s.,ae�oPacou:.z copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include -111' � Recon ro.osr.Roae penalties of up to 120,000 per work infringed,and 6,10000 0, per work Infringed willfully. ..,0, -,.,,, 7II11! RFPFJOIST - I�� I' CONTRACTOR NOTES: PE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS m"...°max -x2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .„w,.,.x.-b..,,,p-a,„. aa�Px (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLoseN&PANELS NTH BEARMG MALI ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/4130 RVs. RT.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD THIB/5 A PLACEMENT PLAN ONLY SAREAS: Aa, p5f LLIVIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all IN9-1/2 RFPI-20 5 1 5"O.G. 9-1/2 RFPI-20 @ lb"O.G. 1-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-2O 5 1 b"0.0. 9-1/2 RFPI-20 5 1 6"O.G. shear wall blocking placement and connectors ROOFL : Purchaser responsible for approving this 25psf LIVEIVELOA, START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction 11psf DEAD LOAD R1 Rl _ R1 - -.. _ RI - - -__,....--..=,_ •--._: .... / _ ",�.. _ moi i - 'QS---. �'-�:f i `t' II I I I l� I f /. � I� i1 �SII �>s -_ �-,� I i 11 III III 11 R, i ,� l• , il I I II i I r I ii I'. 1 _ I �I 3 �4 R' Z CONFORMS TO DESIGN CONCEPT 11 i1 " i 4 1 li , -- • , 1 i I j ❑ CONFORMS TO DESIGN CONCEPT WITH • J REVISIONS AS SHOWN y, 1 I I 1 I .1 _ ❑ NON CONFORMING REVISE AND RESUBMIT Rt! _ I' 4. -�D ,p Jb j9 I I I I 1 '� ,l} J .!' 0 Rl I'',i ',4 '� I II it II 1 �'. i _ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �1 J - II 1 Ij ! 1' l .f JP !11 J �' '', l; WITH THE DESIGN CONCEPT ONLY.AND DOES NOT RELIEVE THE 1 ` �' I 'I 11 I ,1 1 I' ,1 n FABRICATOR/VENDOR Of RESPONSIBILITY FOR CONFORMANCE WITH THE iI - .: DESIGN DRAWING AND SPECIFICATIONS ALL ICH HAVE PRIORITY I 1 11_ ( 1'I _ 1 I R DF i> RIORIT R, ' 1 I1 l' -. .,, .' ..;- , s's!i — .'1p - .---i'r: - '6,9'; I i I • H:i-s I 1 it 3� J G 5 CI- ,r _ _L i H s 1 .z:.,-. �.,.. _ .-= �s.11 tl_I P -.. -_:.c... OYER THIS SHOP DRAWING. 33pP J, I ' ...- z�=— C: Arnold A.Solomon Di.: April 27,2017 ®W Tri R]. I No-, it . �� J n J� J{t J1 u{t .fir JA I. ,j{ I! J� _ 1�.,. -, I i �W I I oN T ENGINEERING INC I i. 11 I zin w z N �� l 11 a D ®COCONFORMS 10 :�H� P1 m Q ss � i� I /U. ) I 1 d x� r rn 3 ❑;ry o oP�x5001 w,x 1_n z11 I V II tl I! <�1nlN� ❑ �� mil11 I lit i l: I 1 'R, R1 i1 1i 11 Ii , RRt II '� I F'50' " .L9t II a 'I Rl if I '1 R1 R1 I I Ri R -1 J5 DQ II ,, .. . r 11 1 11 : li I I I I I:. I,, 4/241) MILtRANDT ARCHITECTS it , IF 1! 11 �� • I iI11 , I I I ■� 1 I R2 I I! I 1 'I I 1I I 1 l I ii i I I II R3 I�I 1 JBI 1 .. �' 1 �� • �1 i :.R51 !1 j # ( " H , ii Ia. 1 1IT 1 I 4,1 '� 1 i 11 fi i I I I �.I i lI li i. I IIII 1 I • � I I, I 3 ll I 1 II l II j �I l , II 1 I` t 'III III II I .I ,1 I 'I I li 1 Y 1 ,� n I '1, 1 to �l a I 111 6 6f1 , I I s ;.FIs J5 yy �§ b}gl J 4 41 I it IF I ':1 .i9 J5 J9 Ji, da,s 9 11 �a 11 14 ei I t I 1 h el,let,. 11 1 t' ' 11 it I 1i,' j1Z J� _�Ii lI I,II '� ! 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I 2 2 2 70__„.„.„,-,, PL 1 7-136(MAIN) LOTS 59-45 POLYGON RIVER TERR AREA 3 AMER 1400.5-FLEX E-b(B)K-6(5) Mrk* Material Width Depth Grade tatty Gut Lth Tot Lth R1 1.15 LVL Rim '1 3/4 9 1/2 1.5E 59 20 180 R2 0513 Rim 1 9 1/2 5 16 80 14051 BIGBEAM 5 1/2 11 1/8 2.1E 4 15 64 /MPORTANT.I HDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2Fb-2400 2 14 25 HORS GasoadeS.L24F-V4 3 1/2 10 1/2 �Fb-2400 9 12 105 REFERENCE INSTALLATION Si RlgidLemLVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING B2 Rigiam LVL 1 3/4 9 1/2 1.5E 4 2 8 63 RlghELam LVL 1 9/4 9 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION B4 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 B5 RiuidLam LVL 1 3/4 9 1/2 1.5E 3 12 96 Bb BIS REAM 3 1/2 9 1/2 2.1E 1 4 28 131 BIG BEAM 3 1/2 9 1/2 2.1E 22 14 308 MAIN FLOOR JOIST LAYOUT r L..E�7E�tV: B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 15 24 Paarlia.89 BIG BEAM 3 1/2 9 1/2 2.1E 2 72 24 SCALE: 1/4"-1'-O"OH --HANGER.GALLOUT 510 RlgidLem LVL 1 3/4 4 1/2 1.5E 2 8 16 . unitier JB1 }ELK&1./5 LVL 1 3/4 9 1/2 1.5E 118 9 954 ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 9 18 '' 162 & �eRUS COMPANY ® J2 RFPI-20 1 3/4 9 1/2 11 B 85 �s-POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 36 14 504 J4 RFPI-20 1 3/4 4 1/2 2 10 20 R -RIMBOARD JS RFPI-20 1 3/4 9 1/2 4 le, 64 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (509)858-9663 LB -LVL BLOCKING Jb RFPI-20 1 3/4 9 1/2 12 2a 356 PLAN: RIVER TEAR AREAS AMER.HOD.S-FLEX Lena 59-45 5-6(5)5-6(B) J1 RFPI-20 1 3/4 9 1/2 26 26 616 JB -JOIST BLOCKING CUSTOMER: POLYGON J8 RFPI-20 1 3/4 9 1/2 10 4 40 J -JOIST CALLOUT J9 RFPI-20 1 5/4 9 1/2 5 12 50 PLAN DATED: 3/25/1 b B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L HENOER5ON DATE: 4/21/11 HDR -HEADER(BEAMBELOWJOIST) Ht TH011950-or-ITT9.5 44, HUC 050-BEAM BY OTHERS H3 HI O1081/9 M9 PL 1 7— 1 5 b (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 ® <START FRAMING HERE 1, U 0 U 0 0 JBM301 - _JBM61 JBM6i _ _ JBM6J IBM301 RM f v= o r o RM1f RM1 Ilr r a IRMS V�l' a �RM1J RM1 II - �P -*Mil RM11!, Af. v x`-v I! RM1 O �. ��o o ��I' I �' j4105 m v, o�.. _-j= �. •. - -,-.I,oo ;-a- . _ �-- �' 8 LL LLII IL LL LL =!�S I'I �p �p . _ to to to to to� _ O O O 1'V' i O '1711 JCS ®li�'O O lLiL 2-1 -15 I LL 11uU y q O I lir III I!v I i 13.0-0C I i 3 v lh I s, m 4 - .._... * a 11�� •� a m - d �6 III 13-01-00� IN .0 ,: k a Ia e�1 I r a1-0 105 o 114 J i in F05 a a a nl C �? 103 al E ! F11 1 F11 1 111 �1 g 103 4 F03all F11 11 111 r71i f11 F03 11 I F11 ^11{ ; F31 1 F03 i J ! Fi1 1 Fit 4 1 F03 L. _ )J F11 J f11 L___ . ... J ,,,>1 1093 F?a .I F13 11 I— F13 p - -. 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'-1 s �� 102 - A � 102 11 111 j J 111 1 I *I i IP 102 1 • II 111 I I FO _ F71 I F E Fii j4 102 i w i IL II I 1 111 11 11i JJ ` j 111 102 E�� l } I F02 I 1 RM1 I: } M1 '-0 �0 i u i�'JI Xi ° I 101 I _.�- 1 -- ' �.� 1-03�0 1 0 . L z- R—r y F01 '� V11� —_:_ �JRM1� �RM1J IRM�� > i 5 i IRMtJ a I- ® CONFORMS TO DESIGN CONCEPT w 5 IN OX.,oRRETODESIGNWNarT w g w 3 w g O O :16,4 CONCEPTWIM 0 O V U Q 0 ❑ CONFORMS TO DESIGN CONCEPT WITH a a a .. . . . REVISIONS AS SHOWN CO ° D«� 60 0 60 u ° o ❑ NON-CONFORMING-REVISE AND RESUBMIT a ce a z a 0 4 i.n,� o a o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE y e.M I l B R A N D i ARCHITECTS w N I WITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE - Ba. - fn FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE v DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:April 21,2017 CT ENGINEERING INC — — +- Products PIotID Length Product Plies Net Qty JOIST WITH RIM BKI 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4X20LVL 1 8 POLYGON RMI 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4X 20 LVL 1 3 BM1 14-00-00 1-3/4 X 20 LVL 2 z RIVER TERRACE AREA 3 AMERI MOD 5-PLEX E-6(B)&K-6(B)LOTS 39-43 I ALL BEAMS AND CONNECTORS PER ENGINEER I BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING' raCuumber BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL17-136 UPPER BK1=BLOCKING 40 LL 'I RBi BK1 11-00-00 1-3/4 X20 LVL 1 5 RM1=RIM BOARD 15DL & T USS S COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 4/20/2017 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM2 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IIS=�,—'��—'I BM21 5-00-00 1-3/4 X 20 LVL 1 1 ACCESSORIES QTY I��� 'fir `_i� �1I BM3 5-00-00 1-3/4 X 20 LVL 2 2 I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA `�_-t BM4 5-00-00 1-3/4 X 20 LVL 2 18 _ _� BM2 4-00-00 1-3/4 X 20 LVL 1 4 O HIT420 66 BM4 4-00-00 1-3/4 X 20 LVL 1 1 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 1-3/4 x 20 LVL BLOCKING 70' DO NOT: BM24 4-00-00 1-3/4 X 20 LVL 2 4 BM5 4-00-00 1-3/4 X 20 LVL 2 2 Loosen,remove,cut or notch RMI 3-00-00 1-314 X 20 LVL 1 4 HUC416 10 RM1 2-00-00 1-3/4X20LVL 1 20 © SCALE: 1/4"= -0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6