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Plans (22) "is 1-w ii ce- gr !3 5-90 S1 ! ,G•'/ ae r. an ~am r m i iw s+w._ wu r M ,„e mwxw, eoeo .......aoaaaxgsaaas , LEGEND: ss SANITARY SEWER Pacific SD STORM DRAIN Community DesiLm w WATER LINE SW ROY ROGERS ROAD U e MANHOLE 1 12T 4 S M 197 2eet PLANT STREET TREES: m 503-941-9484 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. CATCH BASIN DATE, 10/06/2016 CERCIDIPHYLLUM STREET LIGHT REVISIONS •" ` --r" " . JAPONICA, TYP. � � `' ' PERIMETER NODATE DESCRIPTION ' — � \ --77— -f 10 00 `i �_ CONTROL _ LANDSCAPE TRACT _ , 4,� 7 - `� STREET SECTION, SEE 0 =^ _ T" it til /; 13 8 j" PUE �1 CONSTRUCTIONDOCUMENTS (— r' �� - r-�--�� ""�"`�_ � _____.___ �� 259.8 9.60''' --_._ �:::� � -s __ —, o nanUa aanrraac.cn.ti — — — 27.2' —_. SETBACK SUMMARY — — FRONT SETBACK: 12' -_--_-- - - 259.0 262 �_ , —_ _ __—_--260 — — r.---------_-------- _ �.�-- REAR SETBACK 10' —2 8_.. — — _ a - - - - = ---__– �-- _—256 —= 1- - —_ / I ------- _ . - COVERED PATI 5' — --- ` ---- ---- -I IIS 1 —` SIDE SETBACK_*` 0' — = o - a _ I i i _ 2 Zso1-_--_---_ 1-1----',1 GARAGE SETBACK: 20' E I L I I I i 0.00' 215 i" ""N I PORCH SETBACK: 8' ' . .�y ._ei_ sem=."- ,,, ,-tea.- ,i.� -..._.i� (.: I Irl A \ I ,J`' /- 1 I 1,829,SF `� I * FIRE CODE SIDE SETBACK: 3' 1 1 Rl _ 1 BUILDING: oN K. , Ii I � 5PLEX-E7B - I TRACT 0 a \ t, I 210 i I I 211 212 213 214 UFF=260.5 0 1 209 ' I I , GFF=250.9 , 1 I I LOT COVERAGE: N 1 \.1 ' FRONT I ILi p ,\ Ii : GARAGE I / LOT AREA: 1,829 SF I lC , Ir q 5.93 / RIVER LU DJ / 1 ' ---S''Z""1:7===r— I� �7J--I— 'IST fl I, —— rLn — N I _— I —L,I n n-� I J _I ti 0— J / BUILDING FOOTPRINT: 651 SF LTJ TERRACE 3 6.ao' — — i I 20.28'PUE -- —_ _ - COVERED PORCH: 63 SF NORTHWEST n p _.PGS —��-4i."0 1.���4"�1110�11 Awi CANTILEVER LIVING SPACE: 104 SF J • — -7 `;< \ \--_ �� 250.0 0 a COVERED PATIO: 0 SF CO � Am, 250.7 Tri DECK AREA. 92 SF —111"- - v o rc-,--, glik i __ - __ __�—_� — N LOT 215 0 _ `^ I "' `� `^ TOTAL COVERAGE: 910 SF N , v, / N t / WATER METER PLOT PLAN cv5 n I iii i hdp � C3 OS i5 — 49.8 % � ` ��S �� STORM LATERAL IMPERVIOUS AREA: 1,098 SF r_ 32.00' SANITARY LATERAL 13 I_ _ f✓l 15.00' PUBLIC ss, STORM EASEMENT / h SW BEACH PLUM TERRACE v \ _ TY OF TIG RD,- ------7- 12- v _ � F _ ( ( I g 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved b Pla Hing ° C /„� Date: ,..,2/i I9' 0 P 2S 1 W6 / PROJECT NO.: 7 ) TYPE: CONSTRUCTION L -Z REVIEWED BY: PRE 9 LOT 215 (R-12, ROW HOME) Initials: SCALE 10 20 co RIVER TERRACE NORTHWEST a1 INCH=20 FEET Q 13590 SW BEACH PLUM TERRACE LEGEND: ss SANITARY SEWER Pacific Z Community ---- --SD STORM DRAIN Dell to w WATER LINEil SW ROY ROGERS ROAD MANHOLE 12TgarSd OR197 Street PLANT STREET TREES: 1- 1 [T]503-941-9484 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. CATCH BASIN DATE: 10/06/2016 y STREET LIGHT CERCIDIPHYLLUM REVISIONS JAPONICA, TYP. �� 10.00' STRAW WATTLE PERIMETER i NO. DATE DESCRIPTION _ - LANDSCAPE TRACT EROSION CONTROL - r = - 0 CONSTRUCTION DOCUMENTS - _x -t f 7 50 / PUE ��_ / // - t,% — ,'- - - Grob, ooam _ - - - -ter--\ 'c� �1 / 13 82' / r, 259.8 9.60'' .nn ti. nnanadp �,. — — I - -27.2,- - -�� � -�. I SETBACK SUMMARY — - - - - —_ - 1 - - - - FRONT SETBACK: 12' , 262 259.0 260 �__ _ -,...._:".2_.60 —i __ REAR SETBACK: 10' —__ __ �__ --__25 JI I�— c' I f� - COVERED PATIO 5' _ .r. - - 1 II 1 - 1� I I _ I GARAGE SETBACK: 20 I E 1 i /� 0.00'-1. 215 ^�' I I PORCH SETBACK: 8' am . '.q.'1. \ / \ II' I r 4 _ _ 1,829 SF I * FIRE CODE SIDE SETBACK: 3' [ t� 1 i BUILDING: C\I \� __ I 1 5PLEX-E7B = I I TRACT 0 N: IUFF=260.5 I I I 0 209 210 '1 1 211 1 212 213 214I r I GFF=250.9 _ I1 I �' ! / \ El I LOT COVERAGE: N I FRONT 1 l p f\ \ / ��� I 1 GARAGE�1{ 1 5.93' I LOT AREA: 1,829 SF 1 � / I� I _ _ I RIVER N •_1-,_="—- ' ---r ` 1_ -: -1-11--=-1:11±I I L J - o—J I c7 I BUILDING FOOTPRINT: 651 SF TERRACE ==6.00'_ —1— \ — — 20.28' I I _ PUE - _ - NL, - — — i COVERED PORCH: 63 SF NORTHWEST E. 111171. p - CANTILEVER LIVING SPACE: 104 SF L -- _ ..— 4.040 r„ , 0„,„„„Av40 41,40,0 jim wommoirin•imii 10011.41.1.11‘1111.1/11%4 It_____,401.011,111War ; 24.0 `—_ -- .i CO 1. , r, COVERED �s � � 250.0 - PATIO: 0 SF / In ` V 'Y ,. - — __- o - i 250.7 La DECK AREA. 92 SF ,6 t _ � I _—. — N �, - - LOT 215 o ,;1 ,, WATERMETER / TOTAL COVERAGE: 910 SF I— Av, y, i -.. r�, - -� - PLOT PLAN m i-- I 49.8 % S IMPERVIOUS AREA: 1,098 SF CIS _ as STORM LATERAL 1 I r 32.00' SANITARY LATERAL a o r" �s ho I 15.00' PUBLIC ssf. �--_ - N -1"-- -------/ A / i STORM EASEMENT SW BEACH PLUM TERRACE a et id _ F. C TY OF TIGARD a RIVER TERRACE NORTHWEST (503) 221 -1920 Approved �/�planning O 1 PROJECT NO.: 395-037 0. 2S1 W6 Date: KKK / CP 7 TYPE: CONSTRUCTION h. LOT 215 (R-12, ROW HOME) Initials: SCALE REVIEWED BY: PRE 0 10 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13590 SW BEACH PLUM TERRACE 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 C.ONG.STEPS GONG.STEPS CONC.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) ` - 4) N CUTTING Twa,:li- 1711.-:-. 1—ill - _ 5 SHEARWALLSER SUPPORT AT ALL IIU��i.ue�:—�tu:�,��ll il�i�,cun��i��:--:i�i�iiII IIA�i�:un�i�—,.:.=iu�i�II Il�i�ir•_= iG=�i�1'-i�iiFOR PLUMBING 4 _ ___ 1.11= )PROVIDE PROP 1111111111 lit — 11IIINIIIIIL TH/5/SAPLACEMENTPLANONLY i This layout is to be used in con junction with II 1Illi I En I' shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY BALL PONY BALL PONY WALL PONY WALL LOAD BEARING PONY WALL ayout prior to any construction. DESIGN NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEE( ***DECK CONDITION** ) OF L/480 THE LIVE LOAD DEFLECTION CRITERIA OFL/480 FLOOR LOADING: 40psf LIVE LOAD 1 2psf DEAD LOAD 9-1/2 RFPI-20 0 1 6'O.G. • 9-1/2 RFPI-20 0 1 6'0.0 9-1/2 RFPI-20 0 16.O.C. 9-1/2 RFPI-20 0 1 6.O.C. 9-1/2 RFPI-20 0 1 6"O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6AREAS: 30psf LIVE LOAD 1 2psF DEAD LOAD R1 iiiiit -ilima .Tir�.�=ice: — .1l �".i — LEWar ROOFLOA0/N6: I 11111 1 111.111111111. Inn : 25 5f LIVE LOAD mi jj I I .l I u ! I I I 11 I I .�` III II I I I i ; j L I I I iii Rt cm h .13 I. .4 _9 1 ; I 11 I I I I 1 I I Il _� _9 -13 _3 .19 3 _3 $`-1i .�l' Rl ol� II ' III I ,1 i i I I 1 I III_ rm m„"`�M."'�'.w.�. i 1 1 , 1 : 1 h i _, �, 1 I a-�H�.H ;▪ . i i i ( i i + IjI=_=:= LL:_lJP i • .4. 1 - -- = ID 1 R1 I 1 Ii 1h — —• � _T 1 J _4 JT at 1f .1 .1 _T R1, INi; 1hi17T111 I III 1� Il ; i /►,�� S = yN I 1-, - (11 Ir Q 1' x1 I 1 Ii R1 Rt 1I I 1 I II 1 i ii R I I I I -Ham! zr mN VIl.'�m� 4...aeva+.W R1 i R1 I I 1 II 21 R, I' li 1 i I R1 R211 II I I i R1 R I I I • FR +° t RFPI-BLOCKING PANELS MIR BEARING/NALL ABOVE -III I ( I1 1 11 1 I 1jI i I i 11 I 1 R � ; i I I I i NTS. I �1 I R] i I iI i i j ± JH_._4V , 1 , .,_ • ..b 1 _.........._ I 91 I 3 I I ( III BEARD*AREA or BLocKs I I I I 3 i. 1 ''I I jl it - -'411111100111111I, i - • - BELonlorosrA3ovE �q i 1 1 i I I I 1 1 1. 1 i t I1 1 I �IIlII B �� I 1T1:1 aa{B _P 19 .jI _9 91 i ,Bl .I1, _9 _p _9 _�!1i''4.' 4.: 1 I :B.Y;_ 9 _D i 1 ,.�I/, i i 2 _z Il4,;1I iz l} 1 1 i B I M 1 I1 ! 11 a a ' 11 I I IB 1�E.. � 11 i i I 1 II I i I I„ ii ! I li i __ _ R 1' 1tU i I 1 I I I 1 1I II j I 11 i 11 Ill j 1I�t''•-2 R3 I ,i �_ �::—__ __7:__ 1 H 3 7 — Hp s `•_ _ :-_ _ _ H0A s — --�i _ POST LOAD TRANSFER DETAIL 210 _. 'I -21'-'=._—. .. — H• 2 • Ri iii _1' ...ii ll g� '_-_I-� R1 51 1 it I— 1 - I R' M- 1 .:610 N.T.S. Ij 1_=L 4S 12# 49° irali- -7=-1=61 1 +�»roLLOWINC MATERIAL LCT COVENS EITHER CONDITION I LI CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT IMPORTANT/ FL 16-269(MAIN) (LOTS 211-212) ❑ ❑CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION POLrsoN AMERI°ANmoveRNS-P1.e%1-1(B)A.-7(5)) REVISIONS NOTED GUIDE FOR ALL FRAMING Nat• H2urlal MAIM caw arms day LuaLth Tot Lth REVISIONS AS SHOWN RI 1.15 LVL R. 1 3/4 9 I/2 1.5E 35 20 160 0 NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT DETAILS AND 1-JOIST INFORMATION R] OSB RIm 1 9 1/2 b 16 94 5HDR1022 BID BEAM 5 t/2 t 1 1/D 2.te 4 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE HOR2 Ceocede sr_24P-V4 3 1/2 10 1/2 Pb-2400 2 14 26 WON DESIGN CONVERT ONLY AND DOES NOT RELIEVE THE THIS SHOP NG HAS BEEN HAD GENERAL THE HORD 066=6951-2ar-va ,/2 10 1/2 Pb-2400 9 12 ATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WM1DEBIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LEGEND: a, Rq'tl em LVL 3/4 1/2 1.5E 9 a 2 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHOA HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORKANCE WITH THE B2 RW1Lem LVL 1 3/4 1/2 1.5E a 2 a PRIORITY OVER THIS SHOP DRAWING. OESIGN THIS AND SPECIFIDATIDN$ALL OF WHICH HAVE PRIORITY PacifI � 11 �� B3 R,91dLem LCL ' 3,4 1/2 ,.5E 5 '° 50 MAIN FLOOR JOIST LAYOUT B OYER THIS SING DRAWING. ( H?—-HANGER CALLOUT 64 &b BEAM s /4 to z,E 2 6 tzY David R Burnett Date 6/29/16 �/ B5 RlgdLem LVL , 3„ „2 ,.5E ; p2 96 M I L B R A N D T ARCHITECTS B Arnold A.Solomon Date:June 26.2016 ® Be NO BEAM 3 1/2 1n 2.1E zD SCALE: 1/4 - 1'-O ➢ & TRUSS COMPANY -SUPPORTING POST B, NO BEAM 3 1/2 ,/2 2.1E 22 16 SOD CT ENGINEERING INC BD BIG BUM 3 1/2 1/2 2.1E 2 16 32 ® -POST LOAD ABOVE B9 & U 1/25. BID 3 z 1/2 1E 2 12 24 B,° Rlg,d em LVL 3/4 1/2 •1.sE 2 9 6 ROSEBURG FRAMING SYSTEM" mast BLK61.15 LVL 3/4 1/2 1.5E 115 3s4 R -RIMBOARD J, REPH20 3/4 1/2 9 ,6 162 10515 SW ALLEN BLVD BEAYERTON,OREGON 97005 (503)858-9663 LB -LVLBLOGKING J2 PPI-20 9/9 1/2 11 D DD J3 RPrI-20 3/4 ,.2 36 14 504 quality engineered wood products(ortodaysbuilder" JB --JOIST BLOCKING s R�,_z 3'" "; 2 16 2O PACIFIC LUMBER COPYRIGHT 2016 PLAN: AMERICAN MODERN 5-FLEX E-T(B)K-T(B) J6 RPPL2o 3/a 1/2 12 26 sae These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201e, RIGIDLAM-LVL RIGIDRI M CUSTOMER: POLYGON J -JOIST GALLOUT J1 19.19PI-20 3/4 1/2 25 26 616 The plans may not be re-used or copied,in whole or part,Without written permission from Pacific Lumber PLAN DATED: 6/22/1 6 J6 RFPI-20 3/4 1/2 10 4 40 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �>1E3ueO FOREST PRODUCTS 5 -BEAM(FLUSH w/JOIST) J9 RFPI-20 3/4 1/2 5 12 bo product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NOR ..HEADER(BEAM BELOW JOIST) 4,...444,4. copying of these plans.Infringes rights under the Copyright Act.ION ringes face liabilities that Include DE516NER: KAM/L NENOER50N DATE: 6/24/16 H1 TH011950-or-rr12.s penalties of up to*20,000 per work Infringed,and S100.000 per work infringed willfully, RFPI-JoisT 550-BEAM BY OTHERS H2 Hucol a 1/9 en M4,° I FL 1 6—2 8 9 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS eiSTART FRAMING HERE > <START FRAMING HERE S •START FRAMING HERE > <START FRAMING HERE S <START FRAMING HERE S 0 0 Q Q 4) IBM30J jBM6� �BM61 �BM6� �� °-� �RK1�r T RM1 RM7 tl a K7 r r 1 RM OM1 1 c r wok-Ar II WI RM1 tl s- 1 NM 111116;=-•- •,,- K1I s . 'II �= -r -cam.-- _ + -H� s __ ®�A -� - I�r+ A ao�_dF �.-_7-,. -� e- I( RM oq '� — o . 111 ih 11 0 o v- -_ -_ ''- : ��a• -P -`a !I -i o d I �j o o o o o o nu, 4 II v rt tell II c, 4 4 - - it v ao m `m m oo c:'2' ! ! !LL LL 2 u- u LL u-0 - II M 2 II II - m m _ o o 0 0 0 0 IA q I II ;v1 Y @qI2-10-15 II _.! 12 )-150 II® "` 4 q 12-1 -15 _ II LL LL LL u. LL LL C'. 1 o o i e @'13 1-0Om 111 _ '�® II •T • n • el . .. c ET • d, "� cn L a n `. II ,- s'13-01-000 - III '.'- I 4 �_ m r r m ! -i- . 1+� ,% s s 4 MAI m 1 ---, a . ral o 0 Y 'i Y =II 4 cb ® L! I- qq0 ;'''1 '.,= '2':,I. , _r111 ;. 1 a 1 a& r ll 4 . II :_ - ei o ' iii 0 ib . 4 • ._ II .; .. III „ , il 6-____,w..-Inti 5. RM1,._ , �,,,; j� ice_© A0 ` all a �,.LJ__1_I 4 -T I IS,. t _ �I t p - - - -a11YI�P , Ti 11 : l N ...+III I i�- 2_ �� s I 4 MIF. IF: O'Io �I 0 5.; IP I 1.0 .4 �, II ,. IY g� II — IIB ip lel -....I— g_I IIP . As- ---,- -,— ► �. . ... 'III CC g_ Iii r47 s —t_ _ 1 q JBM21 III III �BM2( (BM2� III Iii iiiiiim T1 ::,z F _ 5,' 4 2 RM -. R D - q M1 r 11 y 4i O IR MIC ® F7 A M Li x fa I A L. u �I _ ----�� H IRM1( RM1 1-0 I 7� :` !ilia 1-0 �0 -0 60 BM24 _ M1 - pT F- d]RM1� F iL $2 IRM1I (RM1J � I M1I J l� 0 cC IRM11 ce RM1f 1- It 0 } IA CONFORMS TO DESIGN CONCEPT w g 2_1( CONFORMS TO DESIGN CONCEPT w g w D: ❑ CONFORMS TO DESIGN CONCEPT WITH a se ❑ CONFORMS TO DESIGN CONCEPT WITH a a ¢ a ix REVISIONS AS SHOWN re o REVISIONS NOTED to o to LLo cc LL ❑ NON CONFORMING-REVISE AND RESUBMIT a o 0 NON-CONFORMING-REVISE&RESUBMIT a ; a a o o - M THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ O O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE w WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE to Co w WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE EES FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DO OD O. Be 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 6/29/16 By: Arnold R.Solomon Date:June 28,2016 MILBRANDT ARCHITECTS I 1 CT ENGINEERING INC — — Products JOIST WITH RIM PIotID Length Product Plies Net Qty 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 AMERICAN MODERN 5-FLEX E-7(B)&K-7(B) LOTS 211-215 I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4 X 20 LVL 2 FLOOR LOADING' 6 I Pacifi umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 BK1=BLOCKING 40 L BK1 12-00-00 1-3/4X20 LVL 1 3 PL16-289 UPPER RM1=RIM BOARD L I5D & TR U S S COMPANY BK1 11-00-00 1-3/4X20 LVL 1 5 - 150E BM30 11-00-00 1-3/4 X 20 LVL 2 4 6/24/2016 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 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 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1J/4 X20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. IIS �' .���:I BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY IIS =` —`�I� BM2 4-00-00 1-3/4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 1-.=--.. x:—.....--_=_ �1 RM1 4-00-00 1-3/4 X 20 LVL 1 3 HIT420 86 RM1 4-00-00- 1-3/4X20 VI 2 6 SHEET 2 OF 2 RM1 2-00-00 1-3/4 X 20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' DO NOT: RMI 1-00-00 1-3/4 X 20 LVL 1 6 © HUC416 10 SCALE: 1/4"=1'-0”on 24"x36"SHEET a oosen, remove,cut or notch y part of the open web joist. CD o N 15'-5112 rit Al x 15'-51/2' 2 13'$' 9'-8' 9'-8' 9'2 0I' 101-3 1/2' I I r 1 r 1 13'-6' 1.,2;2II I 5/� 11'2 ¶31/ 11/2' a 0 > MU R,I• Mme. =M vmmIt,r 1 MIMI Al mm� LIP vy r�; s. aIii__iiiii1iI'____1IN11' Immr�r.��mm�mmm`m�fr.� r— MG PM IMMO Imo* E4.�I nc 0 In11111011,11 Pa Allir ANN L .. Ht1326 HU926 I HU= Ill II at - - - :- gIMErann=r .,...... ; 44- • �' ` .1I L I� il_______ MI V N o . 7- - -"i " ' .. ' �M . _ 1-1_13-1= OW?OQV .G ¢ ��cel.0 , ALL„ a II waOp�po?cno9pp>p CD0 CI F. R00000Kozza~ w 711E, .... az<ce"¢ZLLz000 O ¢ w rn O z- w w i, a � � z�Uwo�amUw¢a C �nzz a a / j � �^ , wg�z�z�o�z�� co 1 m gi ,' aQ ma~wo wwpin�Lu w > N ty, �- , m m' ' ca N !—i6 �-1 1 1 ; NrC J. °? 11 O: 2 1 0:12 �iYi�ili3 iii CV N M Ii:-..---7I ius2 r IK ca +�G� -_ Iti Z z 2 tl)I. lir . 4. 11 Y.. SomoMa WWI L_ , cn 'w w kJa cc cc cc _ ��_�_ rer mmilium ii:,===,....= p ami GHBP 2 101-0' ILLI II co . . G7 J CV CL ittii 111 18'7 1/2" 9'-r -I I 9'-8• 9.88I- 101-0' -1 ;. m co 19-1' I 1 1871/2' a m ° � Y CONFORMS TO DESIGN CONCEPT I �0M.1� Z c Z a ® ❑X CONFORMS TO DESIGN CONCEPT Z Cr 0 S ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH IX REVISIONS AS SHOWN 24'STEP REVISIONS NOTED p a ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT ? 02 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z Zi WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Z Z O N ea DESIGNADRAWINGSOANDFSRESPOONSIBILITYAFOOROCONFOORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Q J V c U r DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0 ti — o N •7) OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. '„ ti W - N By: Arnold R. Solomon Date: June 28, 2016 By David R Burnett Date 6/29/16 cr J U LU Ct I— — CT ENGINEERING INC MILBRANDT ARCHITECTS we, oQ Q � wO a m a a o