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Plans l 31SL S kv 4z-r4rc -lir7-'0/ -C 7-7 0 / 7-G'l7//� LEGEND: R Pacific ss SANITARY SEWER PLANT STREET TREES: Community 2" CAL. KATSURA TREE/ 5' SD STORM DRAIN SW ROY ROGERS ROAD CERCIDIPHYLLUM WATER LINE Des t n 12564 SW Main Street JAPONICA, TYP. g C.,) MANHOLE Tigard,OR 97223 Ei [1]503-941-9484 SIDEWALK �i CATCH BASIN �� FUTURE CURB AND GUTTER, TYP. DATE: 10/06/2016 // \- _ — / — } REVISIONS STREET LIGHT Evl 7'50 10.00' - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION --- -...__\t‘ , PUE LANDSCAPE TRACT" rEROSION CONTROL - I r / , 1111111111111 11131110111. , _ _ _ ,, - ,,-� - - - © STREET SECTION, SEE �' �� � ` I: I 1� 8.27.-\\1.1\ / - - I CONSTRUCTION DOCUMENTS 303.2 % / 302.0 2 50 - .�.rr■ 23. E - — s2 — . ._�ar- �i _ -------110. ` 300 SETBACK SUMMARY r� _Y _�,� ' �f I��_ _� _11----1F----=rit _ - �i� — ` _F_- FRONT SETBACK: 12' ,L1",_____ 7 —i I - f� I �I ( / REAR SETBACK: 10' r i I jI �; COVERED PATIO: 5' I, I I ,� �� I I ' BUILDWG: 'I , 1, I SIDE SETBACK:* 0' Y ? _I I ', J GARAGE SETBACK: 20' � 5PLEX E7D - 1f PORCH SETBACK: 8' I 1 / UFF=311.0 ' ' "' I I I �GFF=300.8 I ,i �I I f * FIRE CODE SIDE SETBACK: 3' 'a 15'' 156 TRACT B 1 157 ! / 161 ' 158 159 160 ORA C 162 b3 o I I o ( 0.00' i 1,604 SF , �I 4.00' 13 t FRONT _ o l 1 in GARAGE �-1 ° LOT COVERAGE: :z. .:jr.7,, I il ii i 1 1 I /FL;.1 J -----ir- (/ — AL �f I 1 A- - 6.00'-- ;, ? -- _ - I - — til 1 F- F—� z PUE —`bJ I o f LOT AREA: 1,604 SF - I — I— — I I —I — I — r_._ I _ 01 I — 1 RIVER _ I ( 20.00' - r ; C _ BUILDING FOOTPRINT: 646 SF D. _,r. �_ PGE �os��as®��• �� ���������� �i�i� � _ TERRACE arommir air min - — i — _ COVERED PORCH: 48 SF NORTHWEST �OEN= A. 23.1" Air ak CANTILEVER LIVING SPACE: 72 SF ,, u v s 300.2 ` sitp on 5 298. �� �� SIDE --AWN'i 111 -1 al � � -` COVERED PATIO: 0 SF c% ,- air ��j TA `� WATER METER k-% WALK '''Er: -� ,a w r IICN---________-,--' M m 4.; DECK AREA: 92 SF LOT 161 7 a as as GS CIS �— aS OINKm S as TOTAL COVERAGE: 858 SF PLOT PLAN SD, SW AUBERGINE TERRACEi- 4310 32.00' , SANITARY LATERAL STORM LATERAL / 53.5 % o -- SS o I - 1 SS / sss5 1 — S5� SS — SS ---_ SS co \ �.`�f /7° I vv<a M `�' J �`�,00 ��� �� �0 IMPERVIOUS AREA: 1,046 SF h i O 3 0 I 0 U g 1,—,„Z- \\-,=( ---/ \ ikik, V / \ °' CITY OF TIGARD P RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by P/IIa ning3 395-037 0 2S1 W6 �O"} PROJECTPNO.: CONSTRUCTION Date: tom/ TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE I CO LOT 161 (R-12, ROW HOME) Initials: 10 0 0 RIVER TERRACE NORTHWEST Z 13152 SW AUBERGINE TERRACE 1 INCH=20 FEET is i` / 7 --(:p //3 LEGEND: ./' ss SANITARY SEWER Pacific - PLANT STREET TREES: Community 2" CAL. KATSURA TREE/ SD— STORM DRAIN Desicrn SW ROY ROGERS ROAD CERCIDIPHYLLUM 1 ^{ WATER LINE JAPONICA, TYP. 12564 SW Main Sheet MANHOLE Tigard,OR 97223 SIDEWALK CATCH BASIN Irk 503-941-9484 FUTURE CURB AND GUTTER, TYP. DATE: 10/06/2016 _ I ... STREET LIGHT REVISIONS // 1 �� PUE 0.00' — STRAW WATTLE PERIMETER d NO. DATE DESCRIPTION rrrr11111111 , LANDSCAPE TRACT/ �"- `;�� -� , EROSION CONTROL 0 ! I- - :a ( -__� STREET SECTION, SEE �__— — -- — i' j� i ; -1I ;\ {% 8.2T ;C / I I — - CONSTRUCTION DOCUMENTS %j / 303.2 .12.50' �� / 302.0 �" 1 .� — „„� as _ �., ,� _..a,,,, u 7.73... -- •x7a� -23.1' j -- r — 300 SETBACK SUMMARY i I i �— �i iC F�` FRONT SETBACK: 12' - �� ' ' �� -- --- - --- L E -� � 1 REAR SETBACK: 10' 1 I I I — i IS11 I I I r COVERED PATIO: 5' i II 1I I 9 SIDE SETBACK:* 0' J 4 BUILDING: �, ; / y GARAGE SETBACK: 20' . I > J I 5PLEX E7D J 1 PORCH SETBACK: 8' I NO I �UFF=311.0 1 �� ...,, a�,, •L ,. - , _ aaa. a,_ 1/ GFF=300.8_ 1 MlI * FIRE CODE SIDE SETBACK: 3' 15` 156 TRACT I IB 157 158 11 159 160 161 Q RA IC 1 162 163 f I I ; 1I 1,604 SF 11 11 ,� l 0.00' 1-X4.00' 3 o J ' - f/ r -;' FRONT 1 , ' t / 1 o , 1 � i 1 i, GARAGE i l in r � LOT COVERAGE: _ II ----�L—�f '-- — _ 6.00'=- ; -=- 'I -- IF - ; �,-L 1 ° p r I i I I I --- l I — 61 I — "1� LOT AREA: 1,604 SF w — I = I I I I I PUE I — — I= / I `j1 I — J I — _ RIVER w • / - - - 20.00' C N — / �— 1 _ _ _ _ J - BUILDING FOOTPRINT: 646 SF TERRACE ------\ 7 —\#ter _ L \. \ -I PGE �b���� _.1111.111111411111._ ��; ,� z��������.a��,���1�a~��1A r L — L COVERED PORCH: 48 SFzz, —_. NORTHWEST I 23.1' / ["% - o I ! / ::::II:NG SPACE:� / 0 ' 300.2 0 I#'p�� `" yil 0 SF iti+ �iAilltilz/ WATER METER j \,%" Edi Wnn m SIDEWALK o h ✓ _ :' ., DECK AREA: 92 SF LOT 161 La a CIS QS as IIS as IF\ s 0S TOTAL COVERAGE: 858 SF PLOT PLAN 0.1 SW AUBERGINE TERRACE O 32.00' ; SANITARY LATERAL STORM LATERAL 53.5 % SSAS / -ss .�_ SS - ss ---s�- s ___ s - - _ — ss�-� _ , - CO '\ \\ � \\< v N \o \\ 0 \\/ 0% IMPERVIOUS AREA: 1,046 SF 0 ' v -\. ' f�\ C3 "") I nom, .A rtV. AV �V ( l I/71 D_ t 1 I i .. . 2 co 1 N 0 II ' l/7 U r / / / / `/ °' I CITY OF TIGARD p. RIVER TERRACE NORTHWEST (503) 221 -19203 a C Approved by ( Hing 395-037 2S1 W6 r. Dale• PROJECT NO.: CONSTRUCTION LOT 161 R-12 ROW HOME) SCALE REVIEWED BY: PRE LO Initials: l-_ 0 10 20 CO RIVER TERRACE NORTHWEST 0 13152 SW AUBERGINE TERRACE 1 INCH=20 FEET Z PATIO CONDITION / CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) CONG.STEPS CONG.STEPS GONG.STEPS CONC.STEPS CONG.STEPS 3)UNLESS NOTED OTHERWISE) ALL BEAM5 PER DESIGNERS PLAN Mill INN M 4)USE CAUTION WHEN GUTTING L 77111"."6 -i—...dil _ FOR PLUMBING —i"ciriii�i�ll Il�i�icisiii '�- 5)PROVIDE PROPER SUPPORT AT ALL Ilu�i�iL"-"—i = _ i ��=-Ii�1nil Ilri�i�iFun�i �"tcuiiGi II Il�i�i�:-�•:=ii—�rr:"gull¢L"'a�—i SHEARWALLS III1iOIL j TH/5/5A PLACEMENT PLAN ONLY,____. This layout is to be used in conjunction with Architectural/structural plans.Verify all _ --- ' ' shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD SEARING Purchaser responsible any lble for otion Ing this PONY WALL PONY MALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. 0E5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD * OFL/4 **DECK CONDITION*** TIONGRITERIA /480 FLOOR LOAD/N6: 40psf LIVE LOAD .1-1/2 RFPI-20 0 16"O.G. .1-1/2 RFPI-20 5 16"0.C. 1-1/2 RFPI-20 0 16"O.G. .1-1/2 RFPI-20 Co 15"O.G. 1-1/2 RFPI-20 @ 16"0.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE \ / SLEEP/N6 AREAS: RI R1 30psf LIVE LOAD �} Rt _ Rt R, 12pSf DEAD LOAD 7A, II t 11�—i _. __�_I_._I— II _i T �• I II __ _— � �TiT—ice i ' �f'' 1 I 1 1 ' 1 I i ROOFLOAD/N6: R, 1" I I 'I 'I �. _1 25pSf LIVE LOAD I I 1 I I ! I 1 1psf DEAD LOAD I I Cl11 I It 1'3�9 .1� J3 1' J3 .1$ _3 -fl9 _ r h J B '� �19 ,3 ,13 .dl' 13 .�- R1 1 1 _, I' -I I - _..- e.a K"*a[roorcwu.V�..u..um-N.vn. Cl _ .�w9m[.ue[.� 11= a s JT 4 n h — 5 ��:1,:''''ll J —1r ti- - IJ .�M.H BII - d4n�:e W Cl rp31 .-._�� a yT _n Ja . 1 .I1r �� — t -- 11 64 HCRt — R1 N 01 7', 'R2 i 1 1 J11 I NQ�' I -i_4J L .- ! ���0 III/�_ II �-I f. I 1 R1 ! II R, 1 l'' R1 1 =Q em.rte o.c ''e 1 R 1 R t '1 R ! I rid rtLerag�p.a.uvdw.a 1 550 JS RI ( I -1 RI R1 11 1 :=,..a[."w.,.. 9[:rtm+w�d„a J ata nr.m...9y IR1 5 I i RFPI BLOCKING PANELS WITH BEARING HALL ABOVE R2 1 ! 1 . 1212 .I•• I I NT.S. • 1 ra R1 11 ___1 I i .7 ; J61 I J + 1m I _ 'r R2 i � Iii II 1 1 � Al 1 �`+��'')\ I • I: I ! -t'- 3 B I [ I'----111"5420333FROm ABOVE ----- ----'%'-.V-74,11'. I�IIID SELorvTOPoS,•ABOVE Q B2 I air I 1 11 5"1 1 9R :1 �s a /1114 " I 1 Bj -97PT PS I: II R, B-° �8 �s � �..h_ B, �� J 9ia. 1B$ l _0 1 4, .l-B i I I 4 1 a9 a9 a J rr 9[ �Y B B, " Ili tT 1I I 1 -'7,1,.--,==-,-, 34II� B4 J IO J110 J1LI T t i II I o f To J�o 5� E —R, — Rr I m II- i I 1. �& dam_6- I y I Ho B HD33 1_.,. [� HD 13 ....._Bto_- _ He x2 ' : i ce 1j 1; R1 51 L _.JJ U J �4- J'.� L.,i...'..: 1:::::...:.-1:1:::::::m1::::55:;1'::::: I -�I 11 I R I HOA2 B 1 o POST LOAD TRANSFER DETAIL --.. .. 3 _:: I NT.S. J ---65 ..:t 7,-., B34L 135=- L- �� H3 d 3 ....FOLLOWING MATERIAL LET COVERT EITHER CONDITION•"" 1 X❑ CONFORMS TO DESIGN CONCEPT .' i•' r■ • i,- '- IMPORTANT? PL 16-2!S(MAIN) 2d EITHER etl I CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION POLYGON FRENCH REVIVAL s-vLE%E-,rot R-Trot REVISIONS NOTED ❑ Mrt• Merlr width Depen er.de City aeon Tot NON-CONFORMING—REVISE&RESUBMIT REVISIONS AS SHLNG-NR GUIDE FOR ALL FRAMING Rz ,5LVLRim 3/4 2 1.5E 3a 160 ❑ NON-CONFORMING-REVISE AND RESUBMIT DETAILS AND I-JOIST INFORMATION 0313 Rim 9 + a 15 Bo THIS SHOPDRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DAAl7I,NTi MS 15.1 F.EVI EVYED FOR GENERAL CONFOAINWCE t BIG BEAM 1/2 11 1/� 2.,E 15 =4 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE .0192 Cascade 5>_.24F-v4 1/2 10 t/ 5-2400 a B FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 11:1 THE DESIGN CONCEPT ONLY AND DOER NOT RELIEVE THE vTN Cascade 51.24E-HO 3 +HO 1/2 10 1/2 Fla 0000 9 tae toe DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE PITH THE LEG END: H51 RR19i3Lem LVL THO sE a D BIsN OA LNG6 AND SP CIFI ATI01 S ALL OF 151CH HAVE PRIORITY B2 gNLemWL 12 ,/2 B PRIORIttOVERDavidOPDRAWet 1 Pacifi" 0 umber B3 RlgbLem LVL 1 3/4 1/2 SE 5 10 50 OVER THIS SHOP ORMING, 0.__ B4 BIG BEAM 3 1/2 1/2 1E 4 6 24 MAIN FLOOR JOIST LAYOUT By David R Burnett Date 6/22/16 Sy: Arnold A.Solomon Data:June z,.zos F',t HANGER GALLOUT es 12.1911,m1-1/1- + 3/4 1/2 5E s q2 �a SCALE: 1/4"-1'-O" M I L B R A N D T ARCHITECTS CT ENGINEERING INC `'v B6 BIG BEAM 3 1/2 1/� 2.1E ® -SUPPORTING POST ea B.BEAM 3 1/2 1/2 =.1E 22 ie 39 B & TRUSS A COMPANY 59 BG ® BEAM 3 3/2 1/2 2.1E 2 12 -POST LOAD ABOVE 8101 BGBEAM 3 3,2 1/2 354 2.1E 6 3 1ROSEBURG FRAMING SYSTEM"' 51-126 1.75 LVL 4 1/ 1.5E 118 R -RIMBOARD 1RFP-2o 3/4 1/2 9 18 162 J 2 RFPI-2o R3/a v2 1 e Cie 10515 SINALLEN BLVD BEAVERTON,OREGON 11005 (503)858-9663 LB -LVL BLOCKING 3 F5I-20 5/4 1/2 36 14 5204 u011 wood Ja RFPI-20 3/4 1/2 10 o qualify producfs(ortodovsbuilder• JB -JOIST BLOCKING J5 RFR-20 3/4 1/2 ie 3 2 PACIFIC LUMBER COPYRIGHT 2016 PLAN:FRENCH REVIVAL 5-FLEX E-T(DJ K-7(D) (LOTS 1 57-16 1) �1 RFPI--2o 3/4 26 616 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGI DLAM LVL RIGI DRI M- CUSTOMER: POLYGON J -JOIST GALLOUT J6 RFPI-2o 3/4 2 a 24 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber PLAN DATED: 6/20/1 6 JO 292I-2o 3/4 ,Ha 12 60 Company, 4DueeeoweEsrvaooucTs waaEe WREST PRODUCTS 5 -BEAM(FLUSH W/JOIST) Jt o RFPI-2o 3/4 1/2 6 6 p y.which retains copyrights to,and ownership of the plans.Use it these plans ze any other product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Ac4...Orree copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include DESIGNER: lG4M/L HENOERSON DATE: 6/20/1 6 HH01195O-or-11-79.5 42 penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. RFPI.-J o I Sr BBO-BEAM BY OTHERS H.2 UC01.B1/9 4 H3 Hb410 ' I 1 E ERVRO10E55TPROOLCIS FL 1 6-215 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE A ; START FRAMING HERE <START FRAMING HERE S <START FRAMING HERE 0 0 0 0 0 IBM6I JBM6I JBM6I �BM6I MU 1`-v- r--L7--71l RM1 RM1 II F -.---r- IRM �,I- , - -II ® II s- - _ BM S -,- -iI a__ a._ w w nl•7Z�t w RM1 , , RM1 ®II v --s -T�-� -II IMB '-o-- - -- -"..-_.... I .M`$`ME�° i •-v--. --IIS-..?� - -r-P-1 ._ - -� 00 1 m m m S m - o uL W m cn cn Ill o o L rn m .o rn rn IJ I- 0 r E'_ 0 0 o r` 4 0 0 0 o o o o II,i- II o Ilv 4 4 0 o v 0 0 0 0 o Ilv - 4,I oo m .m m m o IIQ : 'I o II o UT LL II II IJIJ1J�� II ®I II03 . II O 1 O LL LL LL LL C z (D LL 'LL LL LL LL LL p CO LL LL S LL Lt_ LL LL LL LFL OLL F_ LL LL LL 2 :O 1 O 4 1 LL A U ,u - ro 12-1a II F t2 Ilm 4 X 12-1k-15 IIm D Im LL 4 �` —1 o III e A3-01-00® 1 AOl 4 e e n c e D" n�^�:�s �c�n�;�;. m M c m (� a 1� = iuA 13-0I-0Q SI d t v 1 105 0 F14 F14 I F14 5 e e e l— riI Li w F05 LD F03 F11 9 ! 111 I F11 E F03 q — F03 o Y F11 F11 �I F11 i Z. I .. ® I o F03 F03 �.. . F11 a . 111 g • 4 F03 E r —P F03 ° F11 F11 F11 ��NNice ppq a • F03 FCS 106 j 0.---1 F13 �.� F13 „ r"i F13 Fn3 F03 ' II111,S—* F12 iiiiiiiiiiiiiiiiiVIII 47 AQ II F12 II F03 _ III Imo,... / F06 RM1C7.I CI ID F04 ta III F12L I� ��te7����ill I� F12 CO n 104 M1I ml F04 T' m F12 s I� 1p M F12�J L. �. _ ... -1Lh RM1 F04 n ° N'II i HP N F12 _ .III li Q F12 F04 Ih RM1I 103 I )° m ID F12 F12 0-i 1 m�2 (N1D O 112 \M I _ _ �r7 c 1— I F03F03 �� � IP F12 Y 11 F12 II II F12 -II g � l F03 E— L— �,lM ® • F12 1CC IIP �4�!' 4 --� 1.. III iJ IIP I Y I F03 °10) �BM2JIN F12 d\ I IRIIY. F12 VIII BM2 11 I III pp y F12 \C7/ --'- F03 � m F03 m IAS ®�+- I JBM2_ 1 d I F03 i0 — F03 ii ° LI F11 I F11 F11 °° 15 t IRM0° F1111 4 F03 cu F02 ) F11 F11 ''''° F02 RM1 A A _ i F11 1 A F11 z 102 m m F02 ° A F11 I F02 - 11 E Y Ftt - Iq Fi� w F11 f _ _ _ 102 It' ° 2 F11 ° a I =° z F11 d A C F02 ° w e F02 1 0 -P F02 S a o F11 a E ! F11 1 A F11 $ F02 z h FVI IX �RM1 ® 102 I RM1F11 '. - �- F11 N. �1 _ F02 y FOt 1-03'S BM24S _ _ ��II , BM24 1-0 B0 1-03 e0 IBM24I� RM1 d RM1 p 21l 12 re IRM1I m D IRM1I 2I- FOt _C2 ` RM1l r IRM1I CC a F F F re LU ® CONFORMS TO DESIGN CONCEPT a ❑X CONFORMS TO DESIGN CONCEPT to a U v ❑ CONFORMS TO DESIGN CONCEPT WITH a ce a CC y ¢ CONFORMS TO DESIGN CONCEPT WITH n ° 0REVISIONS NOTED w 0 CO O tO Q REVISIONS AS SHOWN z z LL g LL a 0 NON-CONFORMING-REVISE&RESUBMIT a Z Q Z 0 NON-CONFORMING-REVISE AND RESUBMIT 0 a 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOP GENERAL ccr;FCFrrarlcE O O THIS SHOP DRASIrG HAS BEEN AEJIEYED FOR GENERAL CONFORIMNCE W WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N = c 2 WITH THE DESIGN CONCEPT ONLY RED DOES ART RELIEVE THE - FAGREATOPNENDOR OF RESPONSEILITY FOR CONFORMANCE WITH DESIGN N co FABAICATOA)VENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE — DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE .. Ito DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH WAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHGP CRATING. By David R Burnett Date 6/22/16 By: Arnold R.Solomon Date:LEON 21,5016 MII.BRANDT ARCHITECTS CT ENGINEERING INC - a + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 157-161 1 ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4 X 20 LVL 1 3 Pact : umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 BKI=BLOCKING FLOOR LOADING: PL16-278 UPPER 15DL & TRUSS COMPANY 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD BK1 11-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 6/20/2016 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 BM6 10-00-00 1-3/4 X 20 LVL 2 10 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _ RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. If� `I� I�- I il BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY t _'__`•,_ �I BM4 5-00-00 1-3/4 X 20 LVL 2 20 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA l ==� BM2 4-00-00 1-3/4 X 20 LVL 1 5 O HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET Looseny pp ,art off the remove,cut notch RM1 1-00-00 1-3/4 X 20 LVL 1 6 open web joist. W o 0 C V N 3 a 0 7112' oE CD �� r � !1 �� mo i, 0. . . • ., i '+ ' § c.) . + rei tn T.'— -Iiiiiir . MrI!1JUJTh !JL�Tr. .111111111111111111114114i11111! � .�■rii'd �I�ou�rii 'd I��u�r����a�� A. lorlam my) vi . 1_1111IlliiiiiiO4,VgWr 1771 giv" iie -I L. um '11.911,M111.1n11 ‘1111. E 4. 111111111LAVA._ — � � t 1111 J IM 11 h .11 ilT,.,,..11 ,,,., 4 E lko owoJreoD9-oFJt ►ii R 2 h 0$ J3 mQ �12.12 zo,_, z ca Mill . j5o � �,.._zii �oD� �zzziic ¢ cori w�??owu�„ a� , Pi b o,zzb ._ All . i — 8:11 • 141 1442miP - I z� 5-Z ') INIXIII 0.r ww I �r ' i. ¢ D ftI-0 o -C co 41 zr IPfr-VTOIrilp IPFti to 'innog iAla a CDter_ ..r -. � lirrrw-'111:117"ml I!!1 II I I i ILL J II'^.ur'li!! 1� "c- _r .:___��=.�� rin•-���irl��1� p'tzimis= war scFI ,�" �'1i111if..owl � (.r N ri a Ii NM= i ,11) 3'L-•;•;::,.a 3.4.;,;......a... NIP, _��.... rI I NT. 'tea .• .■ '' 01 6 � _= leo g3'- co 118=7lir 9'. 9.$' 9%8' I 10'-0' I _ I -I I r r -1 ,- - 1 c Oa � L U . Lo E Qo = ® CONFORMS TO DESIGN CONCEPT 8 J ❑X CONFORMS TO DESIGN CONCEPT °p5 w n CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH W REVISIONS AS SHOWN ❑ REVISIONS NOTED W o „- ❑ NON-CONFORMING - REVISE AND RESUBMIT 1=1 NON-CONFORMING-REVISE&RESUBMIT J > '. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a re Q. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE to 2 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN > I Q- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY P ORIITYNGSO, SPECIFICATIONSVERTHISSHOPDRAWD GPPLICABLE CODES,ALL OF WHICH HAVE Z V o co E OVER THIS SHOP DRAWING. Z Z W By: Arnold R. Solomon Date: June 21, 2016 By David R Burnett Date 6/21/16 R a o 0) CT ENGINEERING INC MILBRANDT ARCHITECTS ›. � tL LO � 0 CC 16 F- ccI— W w 00 � � p a CL OZ z JJ CO 0. a 0