The URL can be used to link to this page

Plans (50) rSIRTM--,=IMMO I O ' �� ■� I �- . o o1unP1mik - - II11111� �1 � �ii _air: _., SUBMITTAL REVIEW 2nd Floor Material Llan -' Li NO EXCEPTIONS NOTED L-7 DISAPPROVED NeFk Product QV I 1/111 Not Product Ob WWI Ilerk Product Oqf Leaph 1 H4 LI"B' V �(NO EXCEPTIONS NOTED IN CORRECTED COPY J0132 2X11.7110110001.71 2 2 4 NUM t4MX/141VenMan2M2N1$ 14 N F10402 140X114024FV40L10K7D 2 2 4.10103 2X11.71110100001.71 24 3 72 O10N11a14x11aaVinM. 20120004 11 44 P10104 W2x 11 as 2IFV46L1Ort1D 7 4 20 In!IIIIIIIIII CI❑REVISE AND RESUBMIT LI NOT REVIEWED JOIN 2X11.7IIS 10001.71 22 1 1111 P1211 1414X19V44424ao42J12161 3 10 N P10101 0407�11a1S21FV4Ou04T0 I S N .,JOIN 2X1141MC110001.70 42 4 202 /120111414X161hno4.e.2M0100 4 11 44 P00100I4SX1141S24PdM0u04ID 1 $ • - tThe delegated design work referenced in this submittal is the J0107 2X114161110001.71 01 7 1 7 82012 1414X149arr . 2MN01 $ 12 N P010107 W2 H4120Y40L104ID 2 7 14 �� CI_ CA responsibility of the design-build contractor. The design-build .10161 2211.71 Ed 50001.71 3 $ 24 P130131a1IX1$ IISM. 2A121N 3 13 N PUNS I4 X11412R4140L10 19 1 0 • 1 Inn/a- '��I contractor is fully responsible for the detailed design and MN 3X11.7NMI0001.70 12 9 370 P120N 1d14X10Venoia20IMO 1 14 14 - P00109 540X1141W4/40.$04T0 4 9 N v construction and its coordination with the Work in accordance with •10110 2X11411611NN1.71 267 111 2070 P12016 10I4X1*V.m4 2$l2IN 2 ti N !10019 140x1144240 WOu04TD 1 15 N the Contract Documents and all applicable rules,regulations and 40111 2911414 04211000 UV 271 11 2NI FINIS 1434X10WnoMa21120N 4 14 04- 400611 Oda xx11a1311W4GL10111 3 11 1$ _ W PP e9 4008 2X11.7110110001.71 101 12 2361 0012 14114X11a1Veno1a2JONN3 7 21 R0612640kN4IWV4GLI 1D 1 12 61 other requirements. Review by Architect is solely for aesthetic 40113 2X11.71611121 16001.71 101 13 216 00161 1414X1t•71Wnotan2MNN3 $ 24 P10 14$F4211X11aa2N#40L10 70 1 14 14 •. intent and general compliance with the design intent in the .10114 2 X 1149111101 8040 1.711 75 14 961 00112 1dMX/WOVeno4.e.2MU*11 12 101 P50111i412X11413NF4140L004TD 4 15 0 • or 1111 _� � 0 Contract Documents. Such review does not,in any way,relieve 40110 2X114MBd5000t.71 26 10 420 00113 1414X114NV ncolar USW* 13 N P10111 5412X 11.7/112414140L00411) 1 15 10 © osi imam. -I CO the delegated design contractor from strict compliance with all J0202 24111X11aa1d00001.$1 0 2 1I 00214 1,14x14VonMa2402104 4 14 16 P10q9S4�2 x114121W10L104T0 1 20 N - Contract Requirements and the Authority HavingJurisdiction. J0204 24719X11.7a101ONO 1J1 14 4 01 00319 $4SX14Veno6a2113100 9 14 61 FMh2 MOX1•Wa21P.V40►O0N0 3 22 01 40106 26711x11.7a1d005UAN 7 0 30 1111114 10.31491411141101.1111•111110 4 14 16 men$4SX1W13IP.w0U tD 1 23 N Pro uct Legend F DIgIOIRy Raped by Joabl .10201 2.01119 WM MINN 1.40 19 6 114 P04117 1114912111341kra0U1 0410 4 17 61 P10007 9410X9241W4$L004TD 1 7 7 Itirk Product Cabot 40207 24TI0X1W1MONO 1J1 3 7 21 P1M21 10404x1921PW$Ou0•MO 1 21 21 F107151112992411w0u0000 1 16 19 0601 9"114X24 WAN GUI 0•170 Josh CabOt t R '°"e"d SERA 40204 24TI$X1143IdION 1.81 $ $ 64 MON►614X/ OMSOLa04TD 1 $ I F161/S S•1SX343O4MGUI 04ID 2 11 N © r 64@x21 WWI 0uOy7D MN 341111911.91111101 10001.11 6 I 40 F113N 111449163111141141111194110 14 14 115 P11012 114/29 11.703111.9•111.9 1 12 12 Dtle:2016.09.01 04113 41214 2411NXMWa6011000/J1 27 14 3711 710216 94/4x19a.4a0L06.TD 4 15 01 2/019 I.1SX1Wa24P.v LS 1 10 15 6412424241-VSI O04 19 L_ /4:06:48-oear -J .3210 2414211.7/11110111000 1.110 44 10 161 FM2f7 WMX11214101L0C•!ID 11 17 107 P01113$MX11aa3Mr.V041t60 10 1 13 /3 MM 4W4x102NM0110711 41210 2491111911-721001N001.811 161 10 $101 F1N00/Mx1030.V4S110F01D 1 9 9 _ 21115$4SX11.712ITWO0u043D 1 16 /0 F953 I4MxIt2VN40l.S 1D r6N 340X11111 4F414 WC .10217 2if16X114asata611J1 40 17 613 411310 s40xUl/FVt0u04ID 3 15 N 412261 s40X7I2M4aOu0.OTD 1 N N P104 i40X/W1NFV401J1041D IE � 40211 urnax 1aasd0100tea 15 10 275 P0N11I4f2x10WV4NMI 0•OTD 1 11 11 PMN3Max20M20a140u04O 1 23 2$ F601940XIW1?AFN40l1C•1ID 1 0 0 1011 1g2J1111.0 2327. 2327 P11112$40X19y�14WP.y4{0u0 10 $ 12 N F94016 NMx7I24P4 10Lf04T0Mt 1 14 16 11111 e1 l i STAR IE NO2 07$2.$711t0* 734 . 734 P1N14 W2X193UV140L6C•000 1 14 14 PO4T27 10414X3024FV4Nu04TDFR 1 27 27 F90FO07 54nx121W4OLDOW 0427D 9 45 e 1IBT4LOWAMMO as L1V2.1111.01X010ue N . N AN11 94SX1924FV40L106TD 2 16 N 0N611$0414X24247.1/40uC•OTD 13 10 234 AN 5.92X2 24 SUB __ 1104 L/Y4.3711t.NX$I0t19 3 3 P00010 940X1$31PV40L10510 1 14 16 0601111414X2424FV40Ln04TD 1 19 19 4010 640X11.7224 VS0&0 7D F LLL © Itl6_ © 6161 LpY215 31 N F1N17 044111$3 FY40L1WTD 2 17 34 000121 WIIXNWV40L1a6TD 1 M 21 o 111110 s-5.IhX11a121F+V901t100TD Ln --- 6161 0M121N1J1 II . 45 PMN01412X114120Y40L10.OTD 31 0 101 06020011412112124FWGUI 0470 1 9 6 �P022 04RX1Wa24Fea0C.S1D D :Nu Ter-. NN 0111JTat.61 N . 16 F96101 04/2 $ 9 1$ 066161O4f2xo21FwOu0.67/ 2 9 11 p 1414X1WM4a0110400 NIL r vista�.�p F1011.wx11aaYewoia0F2J1NOF .1111-Imo-I.. 1110 110101412140 $ . 11 F0 102x11.119l4> O14112111*0u04030 1 7 i 616119640xo24RW6ua4m : 16 as F 1414% nz1a ihrooLva Wv4msas7D O I--I-�.- _ ONIS 1.101419 1 0 FINN$412X11412AW40u4�610 2 9 16 MN MNX1IW4M0u04TDHt 111.gli NIT NOI1.01•MSI11I09L 11 . 11 P09N0 1WaNP4M0I1C•110 $ 15 30 1019 1110111.424001141101111t 11 . 11 P040 14111X114121FW4L0041D 0 11 16 J261117612 {C4TDPR 6109.915.111!1 09.915.111 2 2 P154121-1Sx11a13Aw� OL1C•11D 1 12 12 JI0l 2 2x11.791111000100001 1.71 1421 x01.791440 1 1 P1 414140 11412/W4GUS 0ND 1 14 14 402 1434X11141sd6.a1 21 UN MO 0 0 IMS 01.742016 2 . ! $11 WMX11V.Iu4. ia06210* illigg NN 41oLT9N•N4►9L 1 1 002 1414X14Verro aat2J12161 Nor W0.111114110411 1 1 113 340X11VenNan2M3161 y 0 ® ® 0 0 0 0 0 10 - - Filigigil Il I NW immmoi mom Ns. � -=--•- --��;11•1111111111111111111111110111.1.11111111 11111111111.11111111101111 . -I_' S�_■ C1WM�: 11111111 ' _ __��__�I�mo � I1 ___■_1.111L__■1M1111...!MI _-__!I!,!!- 1_IM=1__11111•11=1111IlMMIi11111111111111111111l__1 _■---S I1 �_ �. =r1..= '!-irl!' =714•�l�1!�!!�i__ ■ _-1�■_=‘, I" � • IVii ,_:; *!i1_�i�4 'I :a��!i*!tlr�■�� rl � sz - *�.i>• ;�'!411__w!�!_�'!,*!f 141!1! �! : !�r-IIIIIIIIIIIM::ME 11111111161111111111 Wm. g i /w �_■11111111 .. -MNII '-,a_■�-- ---- - -- I 111111 MTS ttar31'�I , _ IIMM Mir.III=MIR 111111111111M-!EMI -- -- ��■ •i `lW 1•� "1_N_!_� 3333311M- �_ L��I Fad- lig I� !_11_f_M�,*!_� EM'�'- IINN �; -.MI�!�!■ "ll��•1• min Ili 'I I_u�l_�N_f:Ii_■ i■.14Aw■I =:141 1■P14!111 1i-,:a1 _ _ Lii�l�=I��am co IIIIPiiIiip_- - � ' - �i1■I14a■1i -; 1■■ a■1l 1111 _ L X .-�Illi '`■ .t .1.11V1.1. f1_.ME. M'.111111111111.-N__I r "LACING PLAN NOTES. -�sI� '41 2.1 "L L. �> 17� 1.7 .*�� L7�' ( '7 7 'mss ' Q 1.DO NOT NOTCH SCA 5 . 11M�M1/■1-. ..... 1 . r ►... _ -- ' M-'Urinee�;rl0.. .- 1�>•-, is �i �i�: mmimoo momN mom mom wimp FOR ANY REASON TYP 0. 111.1=1111E94:'''': I mom 6 �1 � �001� �� p� -_ 11.11. ■!0■-tiplirmiiirmg`!- 2.SHIFT NCI JOISTS UP TO 3'TO Q 1 ■1� �� II�•�!?712I� 00�3� 4� ?�.120t1�Si•?�. ! 4 0 �I�M. laiitim ,mitim awsiii& ..... •!61l11P01 I7I. - y. AVOID PLUMBING DROP TYP y � �� ° 05 . ,I mars:: 1 a.,,,.l•r�►!tream. s:;.2M67�,�� :s'�.I�. 3.REFER TO THE STRUCTURAL _„' I I .. DRAWINGS FOR ALL NECESSARY Z nil 1P1.111 • �� „��_iiiiiir �:; I is.. __ �� DETAILS,TYP. N •-- - - ! i �� WE. �l!� �� S'�� ;NIE ;moi:_ _: 11 , ;r MMM6T4�r• -- .■�IIIIIII _II_ ,mI__'9•a411M�MMMMM �� MI!•ee.-- - �••+--�'a-i� �-:��'�.,.: � a•• .�rs.F" '•ADDITIONAIrEST m ... _Y�� --, _■ -.., ' - _1�■� _ - -• ._.. ._ -..- _ BK-BLOCKING PANELS(FIELD CUT) CO 0 • IlliaallIMMC• Q DB•DROPPED BEAM ® ® ® ® 0 Q ® ® ® ® ® 0 0 J HB•FLUSH BEAM r H•HANGER DENOTES `` 0 J•CITY AND BCI JOIST •I REVIEWED 0 MAKE CORRECTIONS NOTED DROPPED BEAM •(_`vPv 6% LOR•LEDGER D I REJECTED 0 REVISE AND RESUBMIT 1'Sç - ` SS•STAIR STRINGER RINGER 7obN:15-001594 Oea•OTK.•••4.1.�•O rlli..w' ... WE REVIEW DOES NOT REUEVE CONTRACTOR FROM COMPLIANCE ` WITH THE REQUIREMENTS OF TIE DRAWINGS AND SPECIFICATIONS. GI�\ SPACE BCI JOISTS AT 24'OC - he REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN (:)CLtillift4.,„ UON.TYPICAL. February 2,2016 (' CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR FLOOR UNIFORM DESIGN LOADS: -_ - -... _ •�•�• IS RESPONSIBLE FOR CONRRMRNG AND CORRELATING ALL DUANTTIES 40 PSF LL.25 PSF DL BY:Ron Btd1 _.: _j AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND Jr TECHNIQUES OF CONSTRUCTION,COORDINATING MBR WORK WITH - - ALL OMER TRADES.AND PERFORMING THBR WORK IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8"•1.' elm eRRH SAnsFAcroRrMANNER. DRAWINGS BY CATENA CONSULTING ENGINEERS 110.1.111•010•11•10110/111.14•11.1•10.1•.. 02.29.2016 C5 BLDG 1 - 2ND LEVEL PLACEMENT PLAN DATED 12/15/2016,ABO4 Sheet0l/15 DATE CATENA CONSULTING ENGINEERS BY It............... 4 V I t- 0 III/ . 'Ill ME 1 111 Mail III Ill .= 0 SUBMITTAL REVIEW I e IIIIIPilliiiall- 1111 - -,-,.. Imr.:almil , ,_ _., 1 .. 1,•&: , . JP_ .., ,., __ _„..IIIIIIIIIIf'._' I ). NM Ili- Inn.4111 .x,NO EXCEPTIONS NOTED El DI;APPROVED I NO EXCEPTIONS NOTED IN CORRECTED r OPY CI REVISE AND RESUBMIT El NOT REVIEWED 111.111111111IPPIII iiiiiiiii rilr-i-J-1,-----R=------7,--w-0-- .-. '' •-•'------ •-•-ri=milim . , • r Theesp intorthism.el.,..dietst7g1 odnesliebgilaitytedofdethseigndewsiogrnk_brueifledrecnocnetdrac n-sbutiiide II =____ AiwIll mi.______Imogrnmommimmims imr..=-iim. M111.11111mai riallir ra USG , Wok Nodal GU Usolle,USQ , mion-:„.MGO1usms..,rimim 111111111111111111111 2= .=---.2=Iimmiii"..- -- mw;:miii! ,_. imiu aiiiiiir!rimmumi IL contractor is fully responsible for the detail E0 d.-69,.0--,, II 111-NIT-1-41114/2 14111 UM GUI C•4110 2 2 4 MINIIIIIIINN---- --' s• ----11M MIMI construction and its coordination with the Work in accordance with 41, i 1 44 MOM 549 3111-7/124/1/14 011111•4110 7 4 U Ii211 I.1 ,,imummil UNINIEWIIMINLIMPI ME iimonimmorme iiIIIIIIIIMIW 71"allniii1111111AM 1111111tillENI the Contract Documents and all applicable rules,regulations and. $11 SO P20006 11412 X 114M 341W4 GUI IWO 41 6 36 -4 MWIMIllioi-P!'' ..-BMW'IMIM other requirements. Review by Architect is sol(ly for aesthetic y. II 44 FUNS 642 X11416 3411414 GUI C•S1D 1 11 6 Iii111111111 EM'a.:•'- '1"1""F-'mli.-su---1!=e1--='"""'""1""`" intent and general compliance with the desigi intent in the..W NINIi INIERMINI:IN.N Eliii EINE so $11 MAO 5412 X 11-7/6 241014 OU)04111) 2 7 14 1 ag-Ammt•1111111111 MINIMUM' Contract Documents. Such review does not,in eny way,relieve .....mi=mem ono=mmilmi i immune". Mil 1=110111...1111111110111.11 13 311 HMI IMO X114/11S110/4 01.11CATD 11 11 I cr. ...IL 14 14 5110105 BIG X I14M SIF•1/4 GUI C•610 4 1 34 - - I 1 1 M'ii MIIIIIMO 11111111111.1 lum 11111 ....„„ . ---1,_,M ...... .le.. .00 . _ 1111.11111= MIN U11.111111111. cthoentrdelegated design ts contractor uftrhoomri tystrictvi con,l iasndci ceti owndh 0 14 30 MIMI 54601114124114/4 OUIC•111D 3 16 $9 14 44 0116511 5412 X11U13114/4 GUI GAUD 3 11 33 MOM ME 1.11.1 MEIN M ., ' EINININNIMININII IINENI i 21 MOM SIG X 1141341144 GUI C•410 5 12 40 IIM 111 1111r It I • IIM:1111IIIIIMIll UMW MIIII in. F EtealY stabkl bY Jbab-I a c • 24 MUM 54/2 X114/4 NM GUI 04111 1 44 14 0 Josh Cabot ritakrZetl., S 12 1416 FUNS VW X114/4 NM GUI 041/0 4 GI SO Mr . III I OM NW!'oom om ; Il IPII i 4 II I - •.' ..'".. CrrraH7 .571 a _ We:2018.03.1 i 3 30 MIMS 1412 X 114P 341141411U1C41111 1 IS II C/-* 56 .11062rTIC44/2 MN NM GUI 0410 1 211 24 6 SO neon 542/4 114/11341414 GUIS•4111) 3 22 46 14 54 111141123 5412 X 114/11 111.1104111 1 2$ 33 7 U row pm xemmsm&Sae= 1 77 21 F110716 4412 X 9 34044 44.110410 1 IS 16 • FlOW15 44/2 X S4 VFW 01.1104117) I 14 $0 ^ a • . , ot Legend =Product L, Il 114/4 X24 24F4/4 OLSC•STD 0602 0412 X 41 2AIW4 Wit:M*6 •••••••• .mm1.momoo prome. Elli - - - t,Y _ _ .lir.% iiiiiiii 3 1111111111 IIIIHMillil L. 14:0704-0800' I 0 CO 64 116 moo minima aim au C.STD 1-.11 (i) ' . 114/2 X 0 PAP-V413U1**TD PLEASE CENTER GL 1111110111111 ;:1111111111MM ia a Mete MO X114/111111IWILBINSTO 1 * te 1=1*aux se mounting C•411D l7 1111 F311113*torn.=soweauwaspo 1 43 13 =6414 XIS 241M111 GUI 5•11TD AND WF ON GRID G, II MUM 14,1G X1144 304111411.3141•61D I 14 IS [ ]WI XIII 24F44 4 C•1111-TO II • SO moms MG X16 34141,6 0U14.41G 1 36 SO '1 max massmiumma asup AND UPDATE SPANS OF 1111141 Elmilli-F1(7117/14111111-Ill 4111111121244:2•111111111111114211 1 11 MMUS 5451X UM UM OLD ONITO 1 3$ 23 1,,"I 54M X 1141113411414 41U15•41D 2 36 FINIS ION4 X 11124F4141 01.111}11TO FR I 14 IS L1$4111X11/044 GUI C.4119 JOISTS ACCORDINGLY. 11161011111411111111111111 lillIMPOM1111011 ' Nili51 1 4 14 11114727 WM X 30 24P44 GUMMING/It I 27 V LL-A 44G X 9 24F44 GUI 0•117D 11 34 MOUS 11414 X24 24F44 W11:4119 1$ 16 234 1,___Jrl-ra x, '.-4 - SERA, 3/1/2016 4 111 0110119 11-314 X24 WA GUI 041111 1 19 19 I 111'111141110.11011110. ,) 'Aimpoiluo iiillfli ; i,i II 414,12 X 114/11 241415 GUI 01111) 7 34 060121 11414 X 24 2044 GUI 41•411D 1 21 21 0 ® LA 1.1mc iimalows au amp 155 0502011 541/2 X 21 24041 GUI 003TD 1 11 S '"P Pi"III"1"11.1"4 IIIIIIIIMIIIIiik:=. I,',11"-Pr.S1 F''Z'4r11-7..ii• IS OB0406 11412 X II 241144 CILSO.SID 2 I IS On 1,,LL.I 1414 X 1141 Vola4am 2.4113416 1111110111111111 i-' ' • al MOHO II-1/2 X 9 2044 OLD 04111) 2 HI U .17,1 1 X ; , IIIIIRMIIIIIII . I LJJ xmin Miamian(*ND p IS Li-1 'ipmummorrrm7winspii ' t ‘14 24 L-L2 Fh -WPOrrirl'- 114. ,.....MI MI MU..iT 7.:2,I4 42111•111411 _ ,. 11 U vIll WM issciloPo p.m - • „ mmil him /14,6 il: E:111 24111dX114/SBIS*NU! i/. I liqi r-311=4VI So=le:8" 1 ilki i 1111111,11.',"II ..1 1 IIIIIiihamilil111111 0 ® 3 111101111 __ ___ __ 1111Pg 1- ....__•.-iii_...1 •---...-i-t-1 1......_,-..4 . 111111111111111 so ......,bw...r.---• I_____. im, . . _ . 1' mi;....... . ......inimmomi.........- Imimamminsimmins jINMIIIIMINEENNINNNI..:..mamiailIIIIIIIIIIIIIIINNINIEIEE ........................................ . ._ ...IN 1•110111111• MOMP 1111111 mi........11.111111111111•1•111 iiiwilmi, 11111111 1111111M iiieMliMMI e111111111- 4 1 ...11.11.1111.0 iMIUMII III IIMIIIIIIIIIM111.1111 I IIIIP)IIIIIIIIIIIIIIIIIMIMM I% MIMI,NEM .. 6 gii immummoimAmi immomminismosorimme mit,,zammummiam1111111M mun=simmumnimm memmom sommi..,.-.4111-11=1•4111 - i MIMI 1111111111:111111111 V immememmims sommusimmume -, -;,....,, -- -ISZWIW!11111111=1111.1.1411.1.P=MInalinilMil IIIIIILIIIIIIIIHAIIIIItllilr.IIIIIMMIMIIIrhil.'"12==miHml!imi==•*N•NN•N•'I"..s.==8=--. 'mrut::;-:Fdr:-. - .,=----------E.-15mmml"slormillirm iimaimmli 11411 •,f!Ign 7'.1101111111M 1 leirk:11M:AMM i iiiviir!191111.1.111M19.11.111mmEmrilmu'imur.twl=a=r-I=Mar immorsimmoi wow•iiimimminimmo 1111m.1.111111111.111.m-;;Emill.1.611111111111an • ,- N•mni.,.-11••••••1 , 2..,,11...ms:----ims--;;Awimumc saiumw. iiam mwell.1.1111111111..111.1w--4.11.11111111111..11.111'W1111 IINEINIIIIIII 1111111111111111111111111MIRINI'lliM . IWII! sil- M11.1.1.111111111111 ME •••••• 11111111111111111111111111 mramommmifirlanr•-•:[---- IIIIII mullialiki-amilliiiiii 1111110.1.10-:R.-.-4- .....ei...•••.,.ii I..•..........•...r. -1•w- NE i NM IMIR- --:P--------11r,19111111 iiin ins IIIIIINIIIMI UllIMIIIN iT'r 111141 .-..- . 22424.,-.414=4.4.1 .-1101._.,4 INII, ''. ."'''''' .M1111111111k INIIIIM NMIEN1111111 ir !, =---- 1M!Ifill1111111 ,,--............... .i.............. ...........ilim.IIIIIINFMEINEWININ 1111111111111111111MINEM=I...0 imiemmimmi_ , '."7""".....;...... ._ l'''''''),1-.41k, ...="4....=:.: imum I lomm,ffin p 111111 ____. I., 110T111111=Am IIIIPPIPINI ...milwim.iimikmoitmildim imummil iiiiim NEI limimillimmilliimmorms!"!..!,117 1.-MAILI •■••••■• IM.'Magi I NIEMEN-- 1E14411111. 7.'."...111111dialli _.Inn 1 i•immm._.•=0•Mni • .ill IIMMI1111111,----- ....-1_ "......"1".."." :, 1- i=NM=RIM=mi NOMMINMml 1 II IMMI linwnlii II Immo!,1 • I ,r=„:=::., imi ,•mine IN Iiimmlwr IP WM M - , Itl MI IIIII, IIIMMIIIIIII ,- .. :.'11111111.1... . .n......"."" .ilM s II MN e 11111111.111111 111... 111111111. . ® W . . i".". • Z --' . , , • - L ,1 lilies 111.14011'.-2°'''' 11,1111- IIIIIIIIIIIII pLACING PLAN NOTFP i g .. 7' •, •, - CL 0 - 1111111.11111111 11P1111111P 1 sii iimirmilliiipen___,..•_-__-,,,,..____, 0 I.DO NOT NOTCH Bel JOIST FLANGES FOR ANY REASON,TYP. < ci 1 11 •'. .,,.1711.111111,1 7iIILANIIIIrr, MIMI,111.111-4/11.11'1111Wil' I:IMMILAIIIMI:11111111M1,11=-41111111111:INNEtall.1111111LUNINI'MIMI,MIME'.111111:1J1111'.11111116.11111111 mancianasaarlmit _ _ . .. .. . .. . . . ... .. ._ : 2.SHIFT SCI JOISTS UP TO r TO 1111.11111111111111.1111110111111m1MIIIMMe.Imime INIIIRIMIIIII 'MEW IIIILINEN:1111111111101 INININEMi,'i1111111- - :111111111L-MI. 11111•1=M- . III MIEN.r 711! ",•11111111:111111111,11101111111111.11111E1ININI -- 0 1' -.. inimmo=noismin.■■• •■■■••■••••■••!Imisr Immi _ !Immi. imr immimis'immic miumul'ILit.- u•-- -,117'10•1111111P IMIINIF'111111111111111111 '' •, .,• EIL,NEK., _• . EL., a ..... amani....,_____R".11411Lon-- 111111 1111Mil AVOID PLUMBING DROP,TYP 3.REFER TO THE sTRUCTURAL oRADETAINoss.TypFoR ALL NECESSARY m***1-•:IIIMIeelelei MIIIIIIIIC: IIII MIIMIIIII:• :; , , ;.: ' MIL III , =ilia mili ma, .....- l: , i LEG= .------ --.IliMaillill7-''''.- --'----. -"'-' lailiall...iiiiall. ---.- -- .-- " '-=-1111111.11.1111gill.11 =' ;="''.---'' ‘`.---.1111iliaillniiiiiiiiillIal ADO.•ADDITIONAL JOIST 0 MO•BEM BY OTHERS =co „. -- •..- - - BK•BLOCKING PANELS(FIELD CUT) CO rn 0 ® © © B o Q © 0 © o 0 C•COLUMN D •DROPPED .DENOTES FB•FLUSH BEAMBEAM DROPPEO BEAM H•HANGER , - CO 0 J•OTY AND SCI JOIST [if REVIEWED 0 MAKE CORREC11ONS NOTED 6% LOR•LEDGER RM•RIM BOARD 0 REJECTED 0 REVISE AND RESUBMIT 'C'CL\ SS•STAIR STRINGER Job*:15-001594 (Deo Nor.....00,,,ror....(1) II lumintreived NIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE 1.01410/10.1.1.01.4 • tilljr44 -. ........... VP IIN WITH THE REQUIREMENTS OF DE DRAWINGS AND SPEC1RCATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE OCLCe‘C' SPACE SCI JOISTS AT zr CO UON,TYPICAL. February 2,2016 • INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR FLOOR UNIFORM DESIGN LOADS: A IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES By:Ron Bull _,i - _..../ - AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND 40 PSF LL,26 PSF IX- 4a;" ,, '' re Ai. TECHNIQUES Of CONSTRUCTION.COORDINATING TITER WORK WITH 1 i ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND _ SATISFACTORY MANNER. THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8'•1' .. rm. DRAVVINGS BY CATENA CONSULTING ENGINEERS 140.1.1••••••••••.1.41.11.1.10a.. 02.29.2016 Cs BLDG 1 - 2ND LEVEL PLACEMENT PLAN (CONT) DATED 17/15/2015.A904 Sheet 02/15 DATE CATENA CONSULTING ENGINEERS BY SUBMITTAL REVIEW Pi 8 0 0 T 0 0 . 0 ,NO EXCEPTIONS NOTED H D19%•PROVFn X NO EXCEPTIONS NOTED IN CORRECTED COPY ' . T . I , , CI REVISE AND RESUBMIT CI NO lit.VIEVVEU • EMIR 1W nomms simummoi The delegated design work referenced in this si bmittal is the 1STLOW FRAMING 11111.1=0.06 ' 1111 1 INN y-'!- ',.-',.1___ responsibility of the design-build contractor. Th aesign-oulia fli tii 0 . - _11=111MMINIEMNI. . am mg mffis,''.1 1 II ill il 1, - .i. - , mmos EN=Emma • •- IIIIIIIIIII 11111111111111111immumm=Emma II IP.1411' . 'gm EginmEtommummommis,-,...,„BF is ..,,,I.,. , ,. , -ill -4111.11 Tin .....__ _.___.._ _ - ..,1ii.,,,,,„,.....,..-_,,........ ,..1 „.,„...: ccoonnsttruactcotironisandfu„t,ys cooresrpdoinnastiiboinewfitohr thte,„„<eta,ni,e,codredsaingcne wanitdh. the Contract Documents and all applicable rules,r gulations and CO , 111111111111111111.11=21mommu,4' I lmilimi,Mill 111111Pil MIlli oiri,imam mr.9 rim ormi.um No r9 alvA w9111 I 111 other requirements. Review by Architect is solel,for aesthetic 0 intent and general compliance with the design intent in the u) immini milmiimommourliI;‘,,'..:1I -- 1 mr7..- -------- - - -•••1 I I !.1.111111111•111 NM M=1 1111111•111111 INIIIIIIIIMINI Mill Ell MI!mini Contract Documents. Such review does not in ary way,relieve ni - rill MI 11111U'W 1-"MIMI I L ) ''':.Amami mu maimmim minomilmaaml mum ma==j111 1 "1 Ali. the delegated design contractor from strict comp lance with all 6 mommo 1111.1111=11111,01.-2.;:mmg0ii li:;... izi, III HD, !Iimmpinci_ =Iiimorlimici_=.x..---iimmawv19=2:=:==mums 1 Contract Requirements and the Authority Having Jurisdiction. IMMI um;._,, miiiiiiiIIIIIIIIIIIIIIMIEJ I i 1111. F pho.y 319.0n 97 JOI171-11 a) . . ..,.... 611111•=11,'!RIIIIAIIIIMMIIMIllruillIVAIIIIIIIIMIIIIIIPuilM-J111111111111111111115-11111 . I Cabot ® ® EMMINIemi=Millr:4111.Mil="41'=:I 11!0 11 i 'Immuir._.umommi um or(ill mum ime NFL.imi Eno g.=1',='-i ® .-.mil=EN mum noommar-,,---,-,-'IBA HI -- •••-- ..,lii „„,ii ,. 1! 11 MIMI.NMI I MI OW 111111,11111111[IMIIIIIIIMINI111,11111M imm linimizjii. 1 "pig.. „is,.Remo:I have • 0 Josh CCUJVL reviewed Vas document Dam:2018.03.01 , SERA 5 .---, _ . 1L 14:07:19-08'00' _j Ca Noiermo al;11 :=._____. . ..mouni-dirm,,._,,iiim)i.....p..-- 111.... ., 71:1u-.4..---jr-..r.1=1.....---=7.;1:--7- 1-..:7:7):FIIIMI:='-7- mil .,,: t,,6........, inimmiiimINENhamimmin /mimic Mint=12=.7i-.s.,.,....=.•;;PIIIIW,J111M11,111111111•111111CM111111111111INIIIII IIIMUMNIIIIIIILTIllii II. II • 111111. .'''' i Emu=.1iNimuM1111111 MIIIIIILMIIIN 1111"11111111 EIMBIE11111 III IIII 1 pin 11 il ii................................ IIIIIIRIONMI I MEIN IMITWIIIIIIIIII 0 inwom am Tw/m/Tom : MIMI TONIIIINWIMI OW !Mt . ® ® 0 illillitill11111111- 1111111111111 ____ .,- - TJ.1•7:II is 1,1 iiii i I ; _:.,r7411 u! :wirme- mul ® i sirm- givii. !MIN ME ==1111111111111111111111!11111V11171,--.W IA IIL a aimumr!!law NI1151 1111111111Poll_ illoci •r-__ ,--kr-6-irir.::rrmiqw,:r=-_..=„ --Ir----=---""-. Newitaimmurni Illixill 1 :Mal Ibilt Padua Clly Lug*1.93 11111111111[11111111111 Mom:=14Imanirz,,,,== ,..a.wwisr, szimirmori: •E." /04102 MO X12.70 SIMI OUI09721 2 2 4 401.IA Inf. FOUS4 4-10X11-714204149.11119110 7 4 28 .II 7 IMIAIIMI, minT ,milmiu manw!l!!INC71111111r1rW-:!!!lammousomume IIIIIIIIillIlIllIllIlIllVllMANI 1111MM:=1111111=1 MEM roses fin X11011311144 01.110.4711) 4 s 9 mill 11111111111111111W.M=111111,1111111111==MI IMIMIMiillMIIIII 1111111,1111101 . .'G''111111111W1011111 ' Nom MOS IMO X114/4 BIM OLD C411) 1 II • II _Iiiiill Phil' w,,, I umaimimi.- iiu-'m*............,Immilimmilli INE111111.11MIMII 111111M1111111111 Wall FINVOT IMO X114/134141/40.1104113 2 7 U MEM rows sdetxuanav-vmsown• • • • Num MOO 442 X110001/44111.11C91111 4 • 30 1111:11 non 1140X114/113111014093C•811) 3 10 34 I I I 1,111111 1111.111 mal=11====-=--11-792"-------'--------- 1 ====.171- 111.111 .E. NOM 6412X11661S1P4101111,341D $ 11 36 1 +11WEIll L,L L. IIMMI 11111111=NM= NEM 103412 1400114/42010401.1104711 11 12 40 I mimii. .:IMMI IIM1111111111.111111111111111111111 ••••..:•••••••• IINIOIMIIIMIIIIIIIIIIIII iliqh Nem nem alcexitosawywascorm • u u hip INA ..1 .,=rm.==4-=1:=a......z.....m Hiiiiiiiiimm ___....._wwwww In Iw lunwwww-wwwwn SIE:211 Mos 4412X9711131114149.111C.1110 4 if 1111 - mom.!="11111111111=11111L•"•• •"•-iM=• 0 NEM MOM IMO X 979311104/11.110.4110 1 9 9 0 o.mmosa _I ipoommumm7monwisi,rr.tui 1•1••ic •.IN•Ems! g - Emi • =6461111-711113410/4 SUB C•STD 131 21: 94Vgig" II meta 114/213rMP/401.111C.870 11 :3 r . 1111111111111111111 •E1 111079 IMO X11241414 41.111 0003 1 16 1111 01101 X14241,414 OLD 0410 iimmsciaimumi ' 1111111iiii111111 IIIIIIII am nem II4it$t 24 24F-V4 els C•STD 2 11 30 . , 4-10X3i 3941409ic.010 p ill li=1 1111913 114/2X11.793901141331009 1 12 12 kj---- MEN IRMO$44X111.41113411411011111C•STD 1 14 11I b."10if;fiq V4:1111 PLEASE CENTER GL immilmouniiipilimmilmil mala 101113$40X1144$110/110LIIC•STO 1 14 13 I.'•I PE4 AND WF( PI GRID G, II 61,6b NE= 1011111 3.412X11043419/119.11109110 1 14 di m , _ _ ,...,..1 . ,C.,: .. . NEM rosin 6412X usauxuscorro • 15 •• [ '1F7';1"ti:::..3' .''I I I 1 AND liPDATE SPANS OF I ii:ri:Pt72::::il griq WON Mtn 1414 X26412 341144 SLR awn) • 26 21 L, _I 6413 11.714214,4411J14:4TD 111H11111111101 MEM 1111449 11414311834149111.110.91110 1 14 14 LLIArly-Try--....,LI .1.-----7ms JOISTS ACCORDINGLY. NEE roan 111414 X36$4,M4 ea INFID PR 1 V V I 1:11114111111111111 111110141111111 19 i MEN 161111114 111414X2424114/4 QUI e•STD n 111 231 L7:-..][3..711.-17-'7rTT.--- MN - SERA, 3/1/2016 1 iA •! ,. , III-111,1111MICAMI111111111 ; 'HUY 1111 5.1 ' V . mai owls um,2414/0/4 OM C.SID 1 14 14 =.]Urcriiti...EL......1...L1.--.1112 I. - ---- -. ' - 1 ";.' •Elil 1:0•121 044 X 24 2A/W4 GUI C•11ITD 1 21 21 ® LTITIET.AULti,}v 4<L 117-7 1111111PIAPNRIVIIPP11111411 rump"i ® MEE' osom&lax ai 24,44 Guano 1 s 4 L.3,1=41 I' "I,,1-.7.1.AM NM. 04111400 44M$4 14644 OLD 04VD 2 5 14 I. •,I 0=117.:-E771f_ I 111111111.1411111111 P111 •,,. 614414 WM,201044 GUI C.1310 2 111 $2 f.-31171:1_11=-FT-T=.1111 111111100.1111111 NMI L___IL:d.If ILIA-..taLl__I-L..alll • (7,!-111-21mooli MEAN 1-....1111 isoolo:AH:v.,14.1rommull V) MEM ram MILL . •Ell E=111Erpli117:17.177-rrim MIMI I limilipliiiiimi - ..„, ilimtiiiiii ii . #11#. 4 4 iimilulli_:.J_I,. ill ,,,, © m 9 nearamacumeit -=1 _ I1111111111111 1 .....,gimmorma;....i.j j im 1 ® 1.00 NOT NOTCH WI JOIST FLANGES e § r" ...•,_____:a. s- • Mr ' I ' FOR ANY REASON.1YP. Ci 161 a gi 1 . 1.-..c,... .. .-../11111111111101•111MMIllt Il/NM NS 111.111=1 i ( TI. IIIIIIIIIRRil_.II.II INIIIIIIIIMIIIII i MO INI . . 2.SHIFT PCI JOISTS UP TO r TO i=ll NMI Ol=11111=11111r1IMIllinlIMMINIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIll IMI ii.6 . IIIIIIIIIIIMIIIIII.;NEIN .. AVOID PLUMBING DROP,TYP <g 1 i.m.F.mamipmmow;;amtmmimigmIIIIIIIIIIE-NIIIIIIIIIIIIIIIa;.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImgmpmiI.Nm••mmm.1.........mpo somosi,77:1:1'li/FIMIMIM : il MI 11111111.111111.1-.a 1.1111 3.FtEFER TO THE STRUCTURAL ea 0 2> I MiV1111.111.1.11VIINI9 -..111irwiluswoom inommimsAmm emr-Amilmoncommmilmpimil====a1==11 .---iiivn- ""---==-amalwiPsimor.olomomm DRAWINGS FOR ALL NECESSARY DETAILS,TYP. 3 A lumrtommtritimitimur im,.:Ami 1111111111111111111 MINI1111111111111=10111110!mirgogimommim•immuniimmom••••••••,- !!!!!1..7:714-,',I':Vi..-= ,'.:=Ioildrimujiji• . mulmraism ± . 1,1111111111111111111111M1P1'01111-IMINI I iiir.,,w!rummor l' ENT!lustairTlIwImi 9!arm . , ''- I ''. }r-1111111111M.4.1111 .. .r-•.,.. , :I,_ "ma, =V:=i .• M: AIM immiiiiimmmoimmire alli...1.IIIMMIIIIMIIIIIIIIIIIII=4"MMIIMI:1111111 amilioniz,mosmitmomt:yous!.,,li!ma-11111:11.man!i . mo..... am.JET inm-.;,ii- =MI E I "mom=ii&maini-cai. mom mow rniorr.7---im INNimil i.i.i.i= = •1=;.........171=.,....- :•=-,,I=iii-mimr•uni.... .... RH ,_,______.... ADO•ADDITIONAL JOIST BBO*BEAM BY OTHERS D co IINIMIIM IMIIIIIII=11111111.-:.M1111 lormi-:1111011111111111111 MIN Mu:111111111111111111111111111111111111111111; ••••immon '.....-'•-1 I.-11110t....•11 MEM. I . ........ 1111111111111011.Mill II=1•111111111111111111111 IF BK•BLOCKING PANELS(FIELD CUT) CO I MINE1111•1 111111•1111111111111i=Liallt irillikiiiii"I'llIllMIMMIIIII.LII"!-"alIlla''T'ill....lr• •11111loommi•••imilmalm=21uomm•._-...m.'..=•;171.1TM-"sr', _.4111.! •111r,.:--:---i .iiiimei WIMP 111•••'11111111 1.,-_-_.- _-_.___•......•!••. ii_••••••••••i....,...•••Amu,m.IIIIIIIIIFIIINJIIIIIIIIIIPIIIIIII 110111111111111111111111111•1111 limm umlimeimmommilmommimmumm.. . ,,........,i. c•COLUMN DB.DROPPED BEAM P . 41 4.. , , :zy 1111111111k111111111 IIMMIIIIIIII 111111111111111111111111IMEM ••••ummummmm'mommummm-,•i. , i '•:=:=7.1mmuWm- 1--111111111=1 I IMINI111111111:Ill-a10 , - FIll•FLUSH BEAM - H•HANGER 4 '. 0 J•OTY AND PCI JOIST 1 \.., NCP‘ LGR•LEDGER HREVIEWED 0 MAKE CORRECTIONS NOTED Or'‘6' RM•RIM BOARD REJECTED 0 REVISE AND RESUBMIT f.,-‘9- SS•STAIR STRINGER Job#:15-001594 0 so marm.o.w.****••e in irw=wle THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPUANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIRCATIONS. (P SPACE Ba JOISTS AT 24*OC -- ____ -I EPP W THIS REVIEW S ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPUANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR OL UCIN.TYPICAL February 2,2016 FLOOR UNIFORM DESIGN LOADS: IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIESBy:Ron Bull .e.-. ..,''' • . __,/ _) . AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND 40 PSF LL,26 PSF DL TECHNIQUES OF CONSTRUCTION COORDINATING THEIR WORK WTH ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND SATISFACTORY MANNER. m .0 THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8"-V .......................,... 02.29.2016 cs BLDG 1 - 2ND LEVEL PLACEMENT PLAN (CONT) DRAWINGS BY CATENA CONSULTING ENGINEERS DATED 12/15/2015.ABO4 Sheet 03/15 DATE CATENA CONSULTING ENGINEERS BY CD i CD Illllil„ _ - CU 3rd Floor Material List IAA MOW Ay Length IPA Ark hotbed �, 11111111PRIINLS- AIN RAMMMASAION AN1,n 2 2 4 032$19/414 X11710Vn,e.a.2.05NNk2 II w ! �',,,I --- V A9159 2xi1aw5aNN1.n n a 110 F2411I4MxIiawWa.ar.2�5tam2 11 asIIIIM .0100 2X117A00100OS1.70 w 0 25$ NM 14NX1144Wa94a.2A1t20N 3 7 21 a Il_I---- .007 2X117AOCIMN1.75 29 7 203 03110 WNX117AYs.eia.2.0121N3 /9 39 II ,F. 0 ANN 2X114ADCIM0a/.7t 3 9 24 $3112 NMX117AWa94a.2.0020N4 12 72 I1 A9tN RA11411190 0aN1.75 42 9 378 43113 1411X11713WaM IMAM 03 13 N .- 4M10 2xt14AWCIMN1.n 234 10 2343 33413 3-Y3x117AWY4a.24103100‘s 1$ 75 � 0 43111 2X117ADa1Nt.n 307'11 3377 71411 SIG X114A2I7-V4 MACOSTD 40 5 2x � It111 : CO .11112 2X117AMINN1.n 1118_12 2250 AWN M1X114A24FwMAC410 4 9 24 .11113 2X/14191X2NNt.n 1$7 13 243FUMY MY 342X114AFW 21IMAC.IO S 7 42 . - SUBMITTAL REVIEW 431/4 2X1171NCD 3 Oa SSW M FNMA 1178 MA 342X114A243W1A 4304T0 3 9 34 - - o i' 7 NO EXCEPTIONS NOTED ❑DISAPPROVED 49103 2X117AOaMIN in 2$ 15 420 MI*3442X11411121141/45LAC.$T0 t I 9 ANN 35MX117AMON 1.03 3 2 0 700410 34GX114A2134SI1C'Sn 4 10 43 X NO EXCEPTIONS NOTED IN CORRECTED COPY ARK 2410Xt17A3a44N1p 7 4 2a PUSH IAA X117A3V414CLA04TD 4 11 w Product Legend AVIA IAN X114AMAN U15 13 0 $ 03512 M1X104A3P3441IAC•Ot0 1 12 12 J REVISE AND RESUBMIT ❑NOT REVIEWED 4909 245$X117A3a4N1.$3 13 a 78 0305191142X117112414W41110O7D 1 1s 19 Ark Product The delegated design work referenced in this submittal is the J007 24/111X 11411111111111111111.58 3 7 21 03141$242%117AVW 3 . /1AC4TD 1 i. /4 03046412X924F4I40LB 047D responsibility of the design-build contractor. The design-build MIS 3dMOXN7AOa00N1.3! 7 $ 54 700002 34GX117A2MW44U10410 1 2 2 0350 342X117A21FV4N.104t70 - y AM24MOXt17AOAM0$Iii 5 9 45 030004 642X11-7A2/RV4018104T0 7 4 25 11105 M2x114As4W4tKA0.3 D P300$4IIX020P.V4OLP0,3TD Q•aI contractor is fully responsible for the detailed design and s J0243 24M9X714AOa05N1J15 22 14 310 mussM2x114A24W4MA04Tp 7 i 50 a construction and its coordination with the Work in accordance with MIS 2411SX3t410001NM1AS 225 H iota FNM 11-11lX/17A34F41401A0411) 3 $ 10 P307 MaX•2 PN44IMC•3TD 1111 3 ) the Contract Documents and all applicable rules,regulations and 43217 241MOX1/7ASCI01N1.at M 17 1105 039050 1442X /4M.O /1.7A11F101N 1 a a 03/0 MAX117A24W30LS0470 B [ other requirements. Review by Architect is solely for aesthetic 3021$ 24MSX114AWHIM 1St 10 1$ 270 FIN 342X117A2411•V4OUIC•81D 2 9 M Fit 3Mx117A21F40OLS C4i0 !_ intent and general compliance with the design intent in the i101 17112A0M1.N AA 220 FOM9042x117Al4F4143tA0470 2 19 M FDA 1414X 114/8 u,M..m2832N9 ' LL: c. P 9 512 M3L37H1A0 Al . 791 035511 MAX M7A24F474tl.004T0 a 11 $11 .101 2X11.7Aaa09Ntn Contract Documents. Such review does not,in any way,relieve 1110 UFAA/11.MXM0t/0 29 . 211 PIMA H2X1t7A20uV40IA047D 3 12 30 402 MI6 X1/4ASa10001.81 the delegated design contractor from strict compliance with all 1114 L$Y3.tfMLNXNO119 3 3 F0M3 042X114A24FWSIa0470 2 N 20 401 1444X1141Wns4a.2.IS2300 Contract Requirements and the Authority Having Jurisdiction. IMO LMU2M F µM2 30 . 30 09X114A34P 43t$0i70 1 44 /4 AA 3.12XMAI ifenaLr92.0S31w °0 G° ' NN 011112.1111.41144 . 44 004114 M2Xit4A24M/43IA0Fsm0 $ is 45 tIrSil IN7 01511,3'7111.0 54 . M FNM M1X117A30474NA0470 1 14 14 111 Reason: Rave reviewed 9 5AtSWII.0 2 2 1.5010502%114A24F5t I0AC•S3D 2 13 0 Josh Cabot TI,sdocument SERA NM IMAM a . U 030022,04AA1144ARA 5t104T0 4 22 w Date:2015.03.01 019 LAMA 10 . 10 FO34AxIISINN 3tA047hO 1 7 7 i I- 14140713-08'03 J 0307NT 18Mien 111/2 542x934PN403Ao.UD 1 15 10 i!iii,MienX114A24FV1OtDC•3TD 1 12 12 5M SAG X 11.73 21 Fa 19 OLD CMIl 0 1 IS 19 1113 3.12X114A24W3s1AahTD 1 13 13 005409 342X924FV400.30470 2 9 13 oillii" 050415 34229242,440L3C■31D 2 18 32 _ ikill - --- - - - -- S N i- --•.a a a.. ..a..F .aaaaaaaar aaaaaaaaac __ T.........mimmter_immtweimm ow_i ____'�■I ■MML■!��'_=1 mieriEZ _?l•=1.11__in gi h i iRi q. Niliii --... .1).....wirimui---- .1107.:W1=112=11W,W.11 .' 11111';'11.81 .1101.,,Fm2",riocam i , . slinim.• 11mIllimilim1190"00 .' iligh , 11 '!CI��J_r�_1■w.��Til ''aI_�I i -=_ �'Tr: ■. ! 1091 1_ Wil_■�l,��I.. DRi i�_!'- ' - ■�I _._ _moi■ milims � IIlliiiil■11111111 NM MiiM � I ■■u1ll��■_ �■■�!IiP! 1i111111......mmem i VIII=I■I -431 1 _,_ �■!_� w �_� �la.�.il �,1.a...�mi.��r .rte miliir r.��liiiiMillaMIA ai � .��.r r-NTS i.' MP= Ire �■ In ° 1 0�t� w. I -a1.n:ra n:I:r•1t4-• s1(..1 �■ l==� -- !�-'a■I �I■� ■�i'� i ' 1.DO NOT NOTCH SG JOIST FLANGES��141� �� urs jca I 1�i '., ■Ii ;--F1��^ice . - ' ; �i-1NF I.F: I.1 fl.�.-•�-�-. t.,,fl,: 1>��i��'��i��j�� 0. -. .L ;-z.Lx- ;.0r v . �I I I ____ I!'!__ELS 1_�E�'�_.FOR ANY REASON.TYP et ro i 1 . . r- .. 2.SHIFT EICI JOISTS UP TO 3" , :., 4 9•�� SIR MOmm, immum. AVOID PLUMBING DROP.TYP43 I- TO I, ��_■_ 1�� "- �M■��'__I�aI ��■3.REFER TO THESTRucTURAL nom me II��fII ,� ��_� �l�;...rrl..l�a� �_��I�:�^I^!�^I^7s:�^Frt_1•�-^>i:.t�- .. �il��!I�� i11l��I�I�i��. st ��11 ;�.: I �;A1�.AMj� E- =_r _,i a!! -_.�1_IoETVNNO ALL NECESSARY co ■aiir gip__ on ima. I I� IAT_iimmiimimm Milt 'st ___ m.mmiam .- , 111111111111.11111611111111111.--UMW' El _ /1DDmONAL JOIST ��■_i� M�i��l��l■ :1 IKB �! BK•coLUMNSvPANELS m -.....•• - -■_-_ -_1 BK•BLOCKINOPANELS(FIELDCUT) m .�-,______ ..r.........r..�- -1....... .....1--- -1.............. 1- .•mar..,-.�aa.....a� `- `��UDB■DROPPEDBEAM !� I I• H USN BEAM CI REVIEWED 0 MAKE C. 'ECTIONS NOTED PN' l5: GER RN•Q EDGE CI JOIST 0 rD '-J REJECTED 0 REVISE «RESUBMIT 0 0 0 Cr1 © 0 0 ti J RM•RIM BOARD OSONS A'■""`r'I'O WI•r"r•'A� THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE �( S�(� SS■STAIR STRINGER )ob9:15-001594 rr____......_I WITH THE REGUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. CP SPACE SCI JOISTS AT MI THIS REVIEW u ONLY FOR GENERAL CONFORMANCE wml THE DESIGN �(�Q.. TYPICAL..24• February 2,2016 ..._ - CONCEPT OF THE PROJECT AND GENERAL COMPUANCE win/THE INFORMATION GIVEN INS*CONTRACT DOCUMENTS.CONTRACTOR FLOOR UNIFORM DESIGN LOADS: 8Y%Ron Bull ____.`_..___.._ •�•�• IS RESPONSIBLE FOR COINRMING AND CORRELATING ALL GUANINES ep' _J/ _J-5 AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND 40 PSF LL,26 PSF OL TECHNIQUES Of CONSTRUCTION COORDINATING THEIR WORK WITH ALL OTHER TRADES.AND PERFORMING THEM WORK IN A SAFE AND SATISFACTORY MANNER. THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/S•■1' "IAI'r""'""""-"ma ,"tea 02.29.2016 CS DRAWINGS BY CATENA CONSULTING ENGINEERS DATE CATENACGNSULRNGENGINEERS BY BLDG 1 - 3RD LEVEL PLACEMENT PLAN DATED I2/18/2016,AB04 Sheet 04/15 . • - ' • e ' _ -, 1 .._,.__, - -- ANOTINT 1 1 ____1 - M... ..' 0 SUBMITTAL REVIEW E NO EXCEPTIONS NOTED E]DI:APPROVF1-1 a---- -. . , ® =1P11.111r1M1.1.1.1111 1.1101M11 =In=! UM 1 MINI 1 Ern, ®Llic NO EXCEPTIONS NOTED IN CORRECTED(OPY I ,"MI I al P 4. • 141111111111_ , i .- or.,:m.low:am immomi I ...........6.........im Auu,:.,....,,. NIL 1111111111,I ommum..!,!mr!I =CMS'S...MEM M1110-- • ' --. . ri REVISE AND RESUBMIT E N(T REVIEWED 1111111111.111111111i iill I ligir min IMUJIIINIMMINIIIIIM11111=:=V!=•111 Mir NIL MIT I!MIME T. The delegated design work referenced in this t ubmittal is the . - --- - '-- - •- 'ill ir-71: !I 111111.11111M 7--- -' --INIM111440,11111111114 02111 ' - IIIIIIIIII MEM 11, 1111111111 I:Lf:' responsibility of the design-build contractor. T,e design-build milimpliiIN11111 Egrall11111 MAI inowinstRis- , , .„.....- ," , . .._ 41 r MEM MIMI li i momm um ma-rwm . -Wall moups FAWALIIMM111----•- • contractor is fully responsible for the detailed design and CD construction and its coordination with the Wod<in z ccordance with 33 the Contract Documents and all applicable rules,-egulations and cri Qty Loma IJFK1 ',- I u•m ,,mow ourimu!•=4,.71/wiirilmr, ,, ,-................lbaillilll .0112410 4 10 4 I _ i litiorpi „,„,iroL,4•• •••=,;..1 ,===;,-,.,..... ... Aur.,1-,-Avu------7-7 tigow:,, ,..,' other requirements. Review by Architect is solAy for aesthetic 0 MUM 2 11 22 MM.i IM.ISM iii1111111111PMIliiia:- mommi ummo in:NMI MI _ 1111111,1Mil=Ili intent and general compliance with the desig intent in the u) MUM II 7 21 , ...2m2=11111=14112 MC M.T.= Contract Documents. Such review does not,in any way,relieve m AIMS 3 10 30 I I I III II 11,!.. Ii-i''',...21°,....1... ismit in-I the delegated design contractor from strict compliance with alt.5 AI 21114 0 12 72 Contract Requirements and the Authority Having hrisdiction. .41240 0 13 SO 'mm.1111E1111 II • I memilmimum mono ASSN*5 15 75 1Wall1111111 . 04110 45 ,1 CM lip .......mm I . misi *I-- I "E II 1411 . ®,i- Reason:I have C•STD 4 8 34 Elm mir .1.---.._..,........ - m i i Josh Cabot cablug:...da"dthi.documentb""h-1 1111-- e.inn • 7 42 0 . fai••• • , , •••I Date:2018.03.01 C•STD /1 II 24 I I . ,, ilr l!.._. I --- CeSID 1 0 9 I C411/ 4 10 49 04TD 4 11 44 Product Legend Illi , ,1111111 1 13 12 104 Predict 1 15 15 il 1111 ICOSTO 1 10 15 DOM SID X9 24044 OLD C•STD 0 11 .1 40 6sTo 1 a 2 ria4 042 X11.72244411910470 PLEASE SHIFT HEADERS P105 11412X11•74310,MOLDC•11711 041D 7 4 22 MIN&MO asumoutoing AND BEARING WALLS ON 11111011111 'p.7, 041D 7 5 MI NW 1140X II WWII US C.410 J i 0410 3 S 1$ FSM 142 X 11491 34114$OUP C4111 GRID G, AND UPDATE 111111 i 041TD 1 $ $ ilC4TD 2 0 la P1111 342X MA 24P/1101.BC411D 11 VOID 2 10 20 9020 140 X 11.7141Venaimm IN MN SPANS OF JOISTS 111 RION lam • al a Jet 2 X 114/4 BO 8000 1.711 iiilleasiiIPIPIJIIIPI ,, a2 14110 X MC BM MOO 1.01 ACCORDINGLY. iiiiiii b i 10411D 3 12 NI 1141 NINA IS 111114 011111111116 it. MN 1414 X 11.7311fwealam 2.111131100 .i)...Li: 04170 2 13 24 - SERA, 3/1/2016 41.- 1 111111111 I. 884 341 X 1144Vana•Lem 2.1111 MN ® 0;0177 .....11,- .-• ® 0.8T0 1 14 14 C4ITD $ 15 45 C41111 1 IS 15 IliiiiiiPiiiiiiii 11 ... C•411D 2 le it 0•1110 4 21 411 ''• I 111 glall ,a.1 ligli ra a 7 7 ra a as as amp a 12 11 . 1040TD 1 it , 04T11 1 r 1$ 2 14 11 II:11111w 2 32 1111 1110111 I 0 1 r _ .....„_ ipuilipu g g s ------ ----- T Et.-...... _,......, __.,.. lammemewwwwwa ImINTINTMITINTIMI i ® IIIIIII ,.. .. . ming miiiim m Nomme mom= .... '.-: 1W... WI Immill.illim glimme Mee'ale..."...mummilli‘11111.111M ' ' . 111111;1111 NIB. IIII, i 0,111. ...... 11111•11•=IMMO jar" 1 IIIIIMINIM I a.1111111.11. 1I owl 15t8 =III= IN111111111111111111111111= 1 ammiammommELIni6 NEW i ill 111 imr:;Jm.,....INIIIENNI111 :1=1111 Mil 11111111•111111111111111 mt.,•,Aploommomt ! ittlowe mom:17!7,ii 1 moo.!I I O Mi.iii.M:..i. 11!111 illiiii . - =CAW 11 :4: .'111MOME i=i1 '3M!1 _1111111.1.1,11111111......1111111111,.....11=i;11-1111===== Z7Z=21:r: :. =="ol'ionn • IIIIIIII•IME IIIIIII IIIIII M=111111111 27!ms.J..iim-, .. immi war runkairtypw,:finp! .. = ilool Immo monom i•IMI.=ill! .f...=/17701.M111111111 -- 111111111111111111WFTIMMINV:: FrillF rilltWr.-lamarmar,.mmon - ohm towiwo uniur mg 1 /i II 511111112111112.7125122122 S442122..•7=1=294-_,•I-'•-:-u ,-....,,.-.,...4 AID.A4^::•11M202 21=21.,-• •, _ ••'•• : •• •• _:. •• • " MIIIIIILI I imr-ms =6,1,.........mr"....."ErM_Pl'I_Nw_mmimmmimr ....., -su. -,,,•.,._22-229 2!AWL.,11111.:',.MI AIN Mi:J --II MIL'. P 1111MMIII 111 nimmm:. .111111.1 rIMIMIIIIIIIIIII MN mommiummo s-:t..mommtmmoommmloim= sztamonomm=mminztos Ittzion;,...,----,--,_.ANL-tiow:1111 inn Imumimprt•':•-----,.._;,....1.......p: iii __mommattoom4 toorimmos 1 min! - .11_i_ am:a• -• - r1 MIAIIIF 11111111-i t -ill iiiIPMW Mr MEI ini mm.11111111111111111111111111111M1T.tr•111111111111111111111111111:mirii =Emm suommottim. -:6:-It.t. milimmTi= Vrr •Iii pm 1.. ..:' IMMI 111PARL-•.!!""""7 MITII NW MIMI 111111111111111111111101 W.1.3 1 =111 N.. 111.74.11 IIIIIIIIIIIIIIIIII ii--- IIIIIIIIIIIIIMIIIIIUIIW• allar'i'-'! ll - III" =••=6..-.-,-.--Iim=- unau ....----iiamimmmi 11111111r-e.".....:M111r= .L -1:111= .....• - moo mow 111 .WINI::.IL:* 1.4111 _-_,-.., _ FL'--1 -1 -1' -" ' I IIIWIM 0111111111111111111WWMIEHICIIIIIIIIIIIIIIIIII mug. .............. mil : .:.•. ---01111111111::I 1111111=IL IL V ... .....=-..! •.. -2:ammommilmmoimmummaimmomm mi, ....... „................,,,IF Km....ani Auk .. ,-..,-....,.......,..--. 4.:. 1111117111 I IMIIMIIIIII NMI U) iiri4ami ,-- iirkii:mmu _,MIMI di miNC.2111=115 NMI ` 1 SI 1111111Mi- I I=MMYSONI ii..,I=NM BMIMII=110.B IMINIMINIBMI../NMEN!••, A •,,••••fl•••••;..,; -, •• •• •••••••••11 ,...., • ,, =7.2 , 7- ••••••,IIIMM.1111.101 MI MIMI=1, 1111 IMMO Mil= I WEN=IN ill 1===111B IIIIIMINITIBI F" ' th ,....._ I 1 . , . Will . w 1124i , imp' mu -,1 . 11 .......... . ., loin iii I 'puma PLAN NOTES. <M g g.0 • i I mmmmormimmilommotm --Jot ---.M4 -- 1.DO NOT NOTCH BCI JOIST FLANGES Bwii WW1 b- B1441 wit ANTI .- . KNEE . 8-I -n•P. _ _.M. -1111;Mir-Ill I "1111 fiN FOR ANY REASON,TYP. 1 1 i CO ' T . 2.SHIFTBCIJOISTS UP TO r TO , . . .. • . .. .... I ' • < ••••• i •.:444/4/1/444411444••,m11 ,• -‹. --. -• Tit 4 AVOID PLUMBING DROP,TYP .111IIIIIIIIM1141•111MIIIIIIIII1111111111111111--, :::=11111.111F.. _ -, ,:', 111.W..VM11111.1111111=11 ,t 1 I.,11__±001, 1[7A7f..\;:l.i... AIM-I-1111 11.1111111111-'-"." 11. - *Pi i •' r .,..• 3.REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY 2 E .., ..., r ..... mor... me„ immi.. nip!, 4 n - LEONEL 1 12111 El I I .0 , 1 a - 1 : r ADD•ADOITIONAL JOIST 7cc 9 •. ......----i. .= I I = •=1 . =07 I BBO•BEAM BY OTHERS - • D m ' , BK-BLOCKING PANELS(FIELD CUT) 03 ,------. .,-----, ...--, -1 . " C IT COLUMN DB•DROPPED BEAM FB=FLUSH BEAM H•HANGER r* 0 J=OTY AND BCI JOIST 12 REVIEWED A MAKE CORRECTIONS NOTED _ V>S/....67-, LOR•LEDGER 0 REJECTED REVISE AND RESUBMIT \• 1 ‘L's 'c'Ck" RM•FtIM BOARD ss•STAIR STRINGER Job*:15-001594 Ornoarnworm.4•••••01.11 rra2=lu... THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE '‘S WITH THE REQUIREMENTS OF TIRE DRAWINGS AND SPECIRCATIONS. coNSPACE BCI JOISTS AT 24*OC February 2,2016 • -7- - THIS RBIEw IS ONLY FOR GENERAL CONFORMANCE MIN THE DESIGN 09. LION TYPICAL. W MI CONCEPT OF THE PROJECT AND GENERAL COMPUANCE WITH THE INFORMATION GWEN IN THE CONTRACT DOCUMENTS.CONTRACTOR 111115Rt% T. t.. , -i;'.. A 1... - 1 - O0o1401••=ebil...12•11:=B IS RESPONSIBLE FOR CONFIRMING AND CORRELATNG ALL OUANT1DES By:Ron Bull AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND 40 PSF LL,25 PSF DL TECHNIQUES OF CONSTRUCTION.COORDINATING THEIR WORK WITH AIL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8"..1' SAILSFACTORY MANNER. 02.29.2016 CS BLDG 1 - 3RD LEVEL PLACEMENT PLAN (CONT) FLOOR UNIFORM DESIGN LOADS: ''' . DRAWINGS BY CATENA CONSULTING ENGINEERS DATED 12/15/2015,ABO4 Sheet 05/15 DATE CATENA CONSULTING ENGINEERS BY ® 0 G . ® . T . ,_....._ , 1........ __.: ,...0_, ..., -fflit SUBMITTAL•REVIEW MI Mli Ili NO EXCEPTIONS NOTED L.1 DISAPPROVED -11111111111111111=1: ‘ I!Fiji,'FR''15 MN MINII- ---!MIII EMI Ya- M WM L--- MN ''y-''.- i'T.'".)'___ , X NO EXCEPTIONS NOTED IN CORRECTED COPY iMi 111111111111 7--mmemomm • •• , •• i IMP 111•11==1111111111111111:::==MIIIIIIII====Mil Mill 15 El REVISE AND RESUBMIT Li NOT REVIEWED miipaMWM, =,Z 11.4 ..!III'Earl=amoommimumsommoolum' Tam coomme M MI I III IN I -.44411. . ca The delegated design work referenced in this submittal is the g gugOillr , m It'"-'1 A( It tiMPIIIIIIIIM.i riMr- 11111MrirL- r.,..M111.11111F-i---' pl. III I III 0 ii mil=m r.-1 1;•,, responsibility of the design-build contractor. The design-build , op, : ,,,I I!Amin=amumilimamalummiumimmEmmispoltillri I maim- 1 ii cm • 11- IA contractor is fully responsible for the detailed design and • - -immillIII=1‘111 ism=r.• - 7 IIIIIii4, ,A1Allall 191111.1111minum, 121.1ivLammoionom maim co construction and its coordination with the Work in accordance with ' ''1111 NEM 111111r'':11.11111111111111.1 it' ''3M I MMIIIM'4 j1111 IMMEMILIIIIMMII k (40) the Contract Documents and all applicable rules,regulations and =MINN 4111: -111111==namemi a.mommum III A . II IIIIIIIIMMI 7w.2.-Ilmo ors rm.'- mu Eris 7w...-.=.-- I other requirements. Review by Architect is solely for aesthetic 11.11. 1 I.r mil simmoromminit immonemour . -"1' iimacom!ima:Milimmor!!.,!iiim.:mon III-:IIIIIII.III ILI! a) intent and general compliance with the design intent in the iniMMINI ..1' iMill.M i =IIIIMIIM:IP 011111 1111111111111,1",siMIIIMIIIIIIIININIMPIt.PSIMIIIIIIIMIIIIMIIIIIIM".11•111M1= CA Contract Documents. Such review does not,in any way,relieve ° .--. ." ..- ..- -ltniiiiim . - 1......l•7AIMMI ••••••• .10,1111 INN 1=1-z ;I I P op I I I 11111Pummo aismiloom aimi Ism minc011111.1IMIMII MOM ilmwrilwistal _______ 0 .43 the delegated design contractor from strict compliance with all 72.224'IINIMM127-,7717r.;I-1 .. Contract Requirements and the Authority Having Jurisdiction. =MOS = III I ii.j!0 NM Mii,•••r•, I ,........smasi ........!Nosa I-Z7,17. -a--:.:---- 111M1 ,--..;:-.IG""T7:...-- iirj)Ili -='' 11.1.111 II" 1 111111 !Fl. m F DISIMIY RIFIR6 bY.1.201 =La=dindir=====tr.W.W.IW6/1111•114.1111ILMNPINIIEJIIRTMIIIIVPIMEA1111,!MIIMM la I it Lim Cabot ,MI N -.-M11111munimillt MIMIIIIMIIIPMIIIIIMINIIIIIIIPIIIIIIIIIMIIMINE II ._. 1111111111111 il Josh Cabot thisR"="mwed S E R A Ali win._..gipmmgm....im•=1- , DOR 2016.03.01 a j 11111111.,:- ' L14:011:02-0W00* _I 0 1 -- I illillineiiiiii_ iiiiii.. TM pin i n ......„ ..,.... • , _. _ IIIIIMIIIIINIUM IOU 411k. I.I."Illij!II, -= .11111,7.07.1i, 1=111. 1:'*11' in.......i.AliMainiMill".! mm11111111111111.11&117-U, . . _. =I.MINIZI MIMI.!yr! Nips 1 ... . , , _ 11,0111 wi4m.,..."....... !...m==vlmiw---- =fiminnimmuti. , Iiiiliti i liiiiphirmi ...._mr.....==mmi=7,....„.......,,-,==1 ,=, .• 1111111111110-LI•Ellii , tr_ Ott Lulls UM imp mrcur!nocrillirlr111110Wirnm!'' ailMNIIIIIIIIIF., -aricwa,maipir5:41.mi.=__-1._. UM DIN 4 141 41 III 111 i iiiiiiilli .. pii wiiiiimi ,n,..7,„,,=. MON 2 11 22 • 11.111•1111MMILINIE MEM Lasswsi s 7 st . MIIIIIII 11111111111V 11111110IMMI 1 g 11141 UNRUH$ 10 *11 - -/ / / im ..;;,. 7.,....1........=..,. i IIIIIIMI MIMI;NM MUM 4 12 n 1, . I MU*$ U 30 EMI III=Mr IMIMIII.1771.1.1.M. I 1.11.1.1111 IM WM Ellin 0 111 C MINH 5 15 71 1 Rs 111 Cell= 44 $ 32$ ip II mi.= -. Er misitim IIIIIh a ifill NM=MI I= I 0.41111 4 • 24 MEW IL ___,__ _ . , _____.... , _ _gm. ONITT1 4 7 4 0 " 0 am u r-rro will CNIII!""IpMENN 1111 11111111 OVID I • 24 _. _ _ - -- - c.inis i s 11 P i Callle 4 111 41 JOT 1 I C•11111 4 11 44 Product Legend I pin 2 0410 1 12 12 11111111.,111H1 1D 1 15 15 IM llast eant DO04'11.1/2•*341W4 01.•3.970 11111h3t1iIIIM 116 611 1 FINN 34/2 X 11.71424/6W MA 0410 qi PLEASE SHIFT HEADERS _11.11111iPiiiime limmili , '0.4111) 1 2 3 1131105 542 X 11-7/4 24344 111.1113.111D 0.13T11 7 4 211 IFDOS PM X•24113/4 OLD&STD AND BEARING WALLS ON 041TO 7 I U FOOT IMO X•24/3/41M.111:1410 I (3430 i • 111 M10 MD X•31/0341141141.111C•STO GRID G, AND UPDATE 1111111111111.11111 -girl011i L 1111111 Ce1170 1 $ $ MD$4/2 X WM 24/I•WOLD tong Th 2 1I 111 SPANS OF JOISTS 111121 WM X 114/111Desa4ara MUM IT ,_.. :7' 041D 2 U 20 3111 211 WM TO 11000 1.711 I_ ___- II _ 041D $ 11 SS C•15TO 3 12 IS 302 241/14 X 14-713 501 4000 1.118 ACCORDINIGLY. eimiumithirmiligimiki _ Bipiiiii 3. ille§" owns 2 1$ 2$ U1 144 X 111.74 VeruLaia 2.441 TM - S E RA, 3/1/2016 11,:' ' ' ' '- ' emir!) i 14 14 11114 34/2511-51V•r544652.311$1.• Co- ' TAM HEE m i i lorwillP i Hi ___,0 CNOTO $ 1$ 45 1 1 1 12•47D 1 111 14 I, C•STD 2 13 32 II,1 .1 1 Ce$TD 4 M v 33 TO 1 7 7 1 Rh 1,,,,, io k TO 1 15 15 CO I 1 1111101111 &STD 1 12 12 I-- aim i is is 6 . conD 1 13 43 -1-11 11111 li pH [ TO 2 • 13 TD 2 111 32 III 11111111 II moili . . ___ iiiiiiosil PLACING PLAN NOTES. ..0 I:6 0 1 'CC I 1 i 7 -amm .......1 - .s -" .111;al IMII armee==:1110 1.... emeam-- ...--1 aa 1.DO NOT NOTCH BC!JOIST FLANGES 'MEL Mil '' IMIMIIIIM, , . I I - ..., FOR ANY REASON.TIP. amions 55555555a•,1 .11101111111•11111 1 _......,.......,-- , ., if oulommes IIIIIIIIMILIIIMIP .1111111111111111BIMI 4 2.SHIFT BCIJOISTS UP TO r TO . -v. • • -- : - • _ ,(52 •-• w 1 - _MN .11111.1.111111111111=IIMNNINIIIIIIIIIIIIIIIIIIIIIII min mommo immmmmmi ,-. AVOID PLUMBING DROP.TYP 1 MEM 0a > .ms ,mmilimiumatil ..i................ 7 R 2.2211.2.2.2.2111111111.M.1 11.1111.,'71-11/1111111111111 • II 'ME 3.REFER TO THE STRUCTURAL 21[1:4MEEEEEEE . • mimmimmloommumio; , . r, •............. '------- c ...-, . . ---- mii _____.::.4111111111. 111.1111111 ., :, immillimmumeniMiNNWEION M.31 . •1 111111.MIR 111111.111M =Ell MIMI DRAWINGS FOR ALL NECESSARY :-: , 11.W.: , L OETNLS,TYP. -.... v.) -- 7.---- Iliiiiiii. , ,,:.-fiiBIMIMMIMIMIMIMI=IPIIIIIIIIIIIU:-gllr.I'5wi _ mmiiimip!•5 :::1P7.1IF!WW1 0'1 Mr Mr'4. Ill - , =111 ' I. Mpg!' '' • .31.01.11111111111,1,111111.11111111BIBIBEI-÷11.11,911111E11111111 mil ,,,,rionim:=Nommor_immi:lamor.J.;..., ir,„.-.,-,,-,_m.;-•_.... ....a.•,21:m..111111.'.41::.r:.....111111111111r7 •• ,.: 1' ,.....j . iMir,: ., I Ir. 1""N NM. ' .mil • ini&MIMIMIIIIIMIIIIIMIIMin j1111111111=gm ----4111111111 ,7 ;:_ mma imams,A.M.2 ii 411L-11m..• -..iii. :M_ IMMWAIMIII.55-1-15 aim. ilemelmillIMIIM.IF%al.s .. .•.M."111 111'UMW'' snamenom mimmone•mot Nem MININIIIIIIIIM!M=MINIE MIIIIIIIMIll'...--'-- ---'IF '' 1111.11.7=----- ." =Eat ADO•ADOMONAL JOIST 9130..BEAM BY OTHERS D co . 1:11IM -111111111111.111111111111111111, r11111111111111111111111111111M.mral ,....dam !MMIMMININ I TM.11MMEN r.'n ' '•Nppr :•111111111r-. -.MEI EEO 11111111.111.11111.IIIT ex.BLOCKING PANELS(FIELD CUT) CO ism mmomm memo i min •'' ""6"'•'°"'"'"' Co COLUMN - -.MN ou. IIIIIINNIIIIIIF-nniai- _ _ _. .. .mmommii IIIIIIIr,3W I :3 i Mr.r1.1.1491111111:IL* -..-- L-WraliraWINIM' DB•DROPPED BEAM loolim , EMU 11111111111 '111".1.11111••••1.1.. '7711.1.11101U A4.,.. 101111 NM 1 WM •1"..a." FB•FLUSH BEAM ' If 1,61Li lair: IIIIWIIII ow.: .,,milimim aim -- 1 ........,,,,um. . ir,,..,- 1 el........ .11111.11111 isniMBINIIIIIIN III--.. ...4i,- ,- I . 11••• ••• 1 WWI I MrUPP.Aill-- ..., IN" H•HANGER 0 J•OTY AND SCI JOIST ! Ri REVIEWED 8 MAKE CORRECTIONS NOTED CS‘ LOR•LEDGER RM•RIM BOARD REJECTED REVISE AND RESUBMIT % 4'..C° SS..STAIR STRINGER lob#:15-001594 0 eo Ner....k•••••./..0 MI =.... TINS RENEW DOES NOT RELIEVE CONTRACTOR FROM COMPUANCE WITH THE REQUIREMENTS Of THE DRAWINGS AND SPECIFICATIONS. CCO- SPACE SCI JOISTS AT 24•OC • v_vvv. - MP Mr t 1111114-, _ A V ----- . THIS RENEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPUANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR IS RESPONSIBLE FOR CONFIRMJNG AND CORRELATING ALL QUANTITIES FLOOR UNIFORM DESIGN=ION LOADS: 40 PSF LL,25111SF 111 Fe•Bruy:a rRyon2,Bull201 9- V° -. ./ - / _I I - AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND TECHNIQUES Of CONSTRUCTION.COORDINATING THEIR WORK WITH iiii& ALL OTHER TRADES.AND PERFORMING THEIR WORE IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8" , SATISFACTORY mANNER. s. !Pam 'mu . DRAWINGS BY CATENA CONSULTING ENGINEERS •8441.441444464.401,No.wiE1044/44. 02.29.2016 cs BLDG 1 - 3RD LEVEL PLACEMENT PLAN (CONT) DATED 12/15/2015,AE104 Sheet 06/15 DATE CATENA CONSULTING ENGINEERS BY e a 4th7,._____ 7-4_4 Floor Mxtsrlal Llat ° a aI I. ewe Plead OM WWII LP/q Mit Prot* CM Lamb L776 ' -. JIM *XIWAMC110N1.71 2 2 4 MU*14/4%11a*Vuwdas21l26063 /6 55 __ arra ' 0 .1111* 2X1144EC110N1.71 $0 6 160 P12111414X114AVenelaratN2n63 11 13 •a MIS 2x11710Bg60001.7I 27 S 152 MIS 14/4xh•7AVeraei-LEN26wa 7 21 . [�- = ---- -- MAW 2X114ABC160001.7I 25 7 175 66115 I4MX114AVenaN MIM ML2. 26063 16 55 �, �. V as SUBMITTAL REVIEW 2% SMIMI 1.711 a • 24 66112 14MX114XVenateet21I2556S 12 n �(, ....E. Eli NO EXCEPTIONS NOTED L.]DISAPPROVED MU 2%1141111BO14001.7I 42 6 375 66111 14/4X114111S26 Vateatue2NN 3 1a i' ° JM/6 2X114ABa60001.71 IS7 16 1175 5511/ 1414X 11-7/11Vatesims 2*S21Na ti 46 a-- ••• - ----.4-- -- _ -� X NO EXCEPTIONS NOTED IN CORRECTED COPY 10111 2X114ANCIN00t71 215 11 $251 MIN 2412X114ASWY4ilao470 46 5 SIN.16112 2%H4NIC1MOO 136 111 12 6166 9M5514AX114A2N0 YI00.STO $ S 11 ■ :, '..�• - Iii , Co REVISE AND RESUBMIT L NOT REVIEWED AIM 2X 11-7411C150141.71 171 1$ 2211 95157 a4AX114R•V A2N6DC4T0 I 7 42 The delegated design work referenced in this submittal is the JM14 2X114AIC150061.76 77 14 1171 90456 a412X114A21P114II604/6 2 s 11 ' responsibility of the design-build contractor. The design-build A111 2X117A/gMOO LaI 21 15 426 95155 L1f2X114Aa1W40U1C•470 2 $ 11 - (n contractor is fully responsible for the detailed design and 11252 MtX114ANCI MN1.M 3 2 6 9111534AX114A21RV461a04TD 4 16 46 s ORM ad16X114A6CIMNI.N 7 4 2i 9551/$4OX114A24FWaLBC•070 4 11 40 a • e---1-.,- 1111 i a017� construction and its coordination with the Work in accordance with 15516 MO X11-711111211001.411 /3 6 N 96112 a4AX114Na4Y4sLiCURD 1 12 12 W the Contract Documents and all applicable rules,regulations and AM 2•M11X114A6aS01013I 13 6 76 91116 742X114A3IFY4OLD c•sia 1 is if o c other requirements. Review by Architect is solely for aesthetic Aga 24715X114AB01son 1.N 4 7 2a MINIS a4aX114A211W4OLD o470 I IS 16 intent and general compliance with the design intent in the Jens 2.111X11-7111011100111J1117 i 11 memo W2x1WawOW40LaoAIo 1 2 2 Contract Documents. Such review does not,in anyway,relieve .55115 24MOX11.7AICI10N13I 5 I 45 $60151 I411X114Aa1-V40LBo4T0 7 4 21 y 40214 2 nsxii7Aa0NN111 22 14 111 91111 6412X/14A3MY16LeC•810 7 6 IS (el the delegated design contractor from strict compliance with all nate sails X1i.luB an 1.411 210 16 3311 Funs 544X117Aaim SLSC-$ID 2 6 12 Q Contract Requirements and the Authority Having Jurisdiction. J5217 24716X114/6SOION 1.M 45 17 702 Punt I4RX114A)4114/4ILBCMTD I S $ F CALORY•irede9 MIN 66111X114ASC1601013I 16 11 275 mess 64aX/14A3W.VN OLD Cons 2 6 16 nil 176265511.55 ani. 2156 mins$40137114712fY4 KLBo►Ta 2 IS 2/ Caaabot scn:Ihave LIN R623711M6 113 . as P111011 Sae 3111.7212114/4OLao410 I 11 N E Josh Cabot r.VseTe011eedocument SERA 1115 1.11112.1/111.611X NEM 24 . 24 95512 MBX114A2//AMOLD C•ITa 5 12 N 1911151T Date:2016.03.01 I NM La1M37M1.IiXNMI a a *MS HaKM N24P4/4OLWC•S7D 6 13 117 a L 14:0122-e o• J LS sIns mune 55 95514 MaX114 $$04IS /4-V4OMC• 0 1 Product Legend Ili$ S HIS OttNsi11.M 41 . 47 551611 1412X 114111$47.14 OW OM I 15 75 Mak Prods* B E WO 01117.27M1.N M . 04 PMMS 540X114A21F lSUR e•I7D I /6 14 060$1412X114A24RV4OLS C.STD HIS •23.1111.15 I 55 2 751554/2X11413W/ u 16o411/ 1 16 11 06 u 0454/2X921.V40o410 iea LLL. HIS 11066412 $ 6 PIM 655X1W�70pa3�NNP•.VV4OLao4TD 2 25 40 904 sin X11.7A241440II047D Q 115 95522 FV2X114)62WA/4Gut Cum 4 22 55 5106 14/2X117A21FV4GUI o4TD 95157 SAM X•SPAN OLS OM 1 7 7 MN 34/4XS*FM GUI 0410 9071$54OX11204/40L6604TD 1 15 11 F507$4/1 X1124744OLS o•61D p 91512 54OX114A21PAa0L5WT0 1 12 12 5510 54/2X11416255W6GUI C11TD 1 Q 91015145%1143134110/11eLsc•016 I 1$ is Mit MB 91113$40X114A34rV60L6ewe 1 13 1$ 5512 54/2X14i/224F4401.S t.67101/t 1 8 1 91212 1.152 X 1$4/2 2R W 0L$C.STO 1 12 12 MN 1414 X 11451 Vereelaa 2.11 2SII 91213 64/2X164na11*1OLS MOM 1 13 13 JH 2 X 114/1 NM 11560001.71 050305 4/2X114162/74/461ae4/0 2 $ /6 462 24116X11711010001.38 060416/4/!XII a1FV40LaC•66TD 2 10 32 $51 144X11751Vene4•eraMIS 2611ill ill ® ® ® 0 r) 0g - I - - I I• • =1 - i-- 2 �- 111 T r.. u • UM_ii..Klrum i' a nN�l/r•Irrrr.rr Q mss'�� -- sZ --MIM-MMS ■111111I t1 N11111111•11101 1__ ■I ��■��_ MIM-iii-■��I�MI 1111111111111111111_ �'M.••1,7_�I■_�_I� M■Ii?!��■,�� 011! 11 - um �� N ilird'!i , mom - .�._�1�� wl�Tl >=■== 11111§F lia-I tri �C<�'-" -- -._ •- ___._ , __■=1.. „rel 1�t!!1��■I�!'l: ■.......... II _u_I� �� --- --;- --I 1s11.11.111111.1 ��11!_.1111'".111.111"12112 ��E,�• 1■.�IA*1■II '',...,-e! .' 1■ �A41■I 1� t,!�� !■i�� -�-,_ 1 ��---- - e-B IE'iii■II 1l91faia■1 -r.�.- ome MI- EN _ 11111■1111`ii�l■111111114�_ -: - '-Ms =�_ -- --r= iii 4'74'iLE 1 "- 1 ! ;-1 WEN ■1 i1 i ; 1 'VIII MI�rRolII■[ LB �7�-S - yc2 71 • tMM..■�i�6.IMMMMM�M I I�jMMMM�a Idnal::°7.n:1::.114. g< 1 fir•, r,-,,,,3 77�MMM_'-iir .. 3 {-i ► : 1' .- imi� I��I��IMEiI♦��I I p, W; �i•� I. `: /:�-•.. i .•�a7•si•�1 -'=--Isomm ... �_ ■- I.1■ Qk', li, rjp dl�=M..��i■,t- �l��l-�iBi7a�1�.i.s•1s_MSI...I..I15ss-17N-- 1��'- F.DONOTNOTCHBCIJ01STFtANOES a r t I ; FOR ANY REASON.TYP. K. attt7�s>•� . . �Ii�e-I� le-�iill��. - : � I CO ��_,iia e:-i-- i i.... ... -.. - 0 2.SHIFT BCI JOISTS UP TO S'TO Q ■ ■ 7i• : e �'. isi:ls•MMMMME.:AIMi•- -, ., .•. - VOID PLUMBING DROP.TYP Ipiruleidlt 9�.�,11ll-sem.:-.mum;■-w-s�-:-�i__I6sE-:-�15l=:�_,..>__F _^__� I_ Q� > • I -_ a�s:ts• i�lui:ts•�:�IssI:Ll�i� ",,,�'� L,,�„'I ■��I I I I 3 REFERTOTHE STRUCTl1RAl F `7■"��I_ "�ss�� ' ?s��i�� -- - ��I■��l■■��■DEAILS TYPORALLNECESSARY `1 _ _,■■�iil�■i��■■��■■�■■SII!■ ■■ _10. '■■ '■■ Z JOIST ' ■M _.■■■.- -1 ,- -•�_I---obi-dor■■`. -- -�or■■BB0•BEAM BT YOTHERS D -� .I I��I I�-�{ I=��,��I 1__._-.' 'BK•BLOCKING PANELS(FIELD CUT) CO C•COLUMN ., OB•DROPPED BEAM FB-FLUSH BEAM 0 0 0 0 0 0 0 0 0 0 0 0 (H•HANGER PV�( O� L)GR l EDGER Y AND CI JOIST ®REVIEWED 0 MAKE CORRECTIONS NOTED •(1 1 ‘N°. `1 RM r RIM BOARD ❑REJECTED ❑REVISE AND RESUBMIT 1-s-cCL 8S•STAIR STRINGER lobs:15-001594 O-NuTM rw•Mery•O IIII rr ream.. THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE •'w~ WITH THE REQUIREMENTS OF 111E DRAWINGS AND SPECRTCAPONS. SPACE BCI JOISTS AT 24'OC THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN C. LION TYPICAL. February 2,2016 - MI CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE *0 1 IS RESPO SIBS GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR FLOOR UNIFORM DESIGN LOADS: 1� '__ ._• . IS RESPONSIBLE FOR CONFIRMING AND CORREATING ALL QUANTITIES B Ron Bull _..__. AND DIMENSIONS. SELECENG FABRICATION PROCESSES AND 40 PSF LL,26 PSF OL Y' .' -�-�r1 J� TECHNIQUES OF CONSTRUCTION,COORDINATING THEIR WORK WITH ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8'•1' SATISFACTORY MANNER. ••• •- DRAWINGS BY CATENA CONSULTING ENGINEERS ...........................i.... 02.29.2016 G$ BLDG 1 - 4TH LEVEL PLACEMENT PLAN DATED 12/15/2015,ABo4 Sheet 07/15 DATE CATENA CONSULTING ENGINEERS BY MIIIIIMINIMIIMIMIIIIIIIIMINIMEN11 NMI .•1211 MUM IMMO ii...m.....1111i i 11.1,11.1 IN oll gm :M.= lm--;74 ,6m'n .ds'ilil m i nil irlimsom 1111111 imouriel1111111111111111•11 SUBMITTAL REVIEW IMINMINIIIIIIIIIIIII Iimmommi 11111111111111111111111•111111 IIIII I I CS Ill NO EXCEPTIONS NOTED E C'SAPPROVED o ,..ii ii iii 1 I II Illi I - -,11•11111111111P1Min•r-- ,........, ! ...i .,....,1111111111.1111•1•11Miummi I i g i i-.---is IMIIIIN IIIIIIIIIIIIIIIIIII 1==I X NO EXCEPTIONS NOTED IN CORRECTED'OPY 11.11.M111111111/77 7 TIN MINI NIB" im! ,..-,....•,...!..1--tIBIEIIIIINIIBIIIIIIIIIIIIIIIIMIUINIIIIIIM OMNIBUS MIII 111111=1-J7KIIII.-J.,mow;_m mem.mum c nom u mimis inommi 0 REvisE AND REsuBmiT II IJOT REVIEWED I riehsepodnesliebgi lei ttye do f d tehsieg ndews iogrnk_breuifiedrecnocnetrda cintorth.is. 175111TrtInrrrrehe design-build . -':-:' Ia.;:,Mil IIIIIIP'all11111111101111011111111111111111•1111"""'"'""•"•11111=1M1111 Ililli-AFU,r4`1,1 mw.m.INIEZINIIMINIIIIII1111111 I Miff:11•11iMP!I 111111lal11111 11111111110 I I. liP..111.! iiiiii..,iiiimil ,....i.Jim.•.1011•111 ---,i_Millir---milil smmng"......mmummmiimilasm.---imi Emilliallillaniimm--a' =Nimilmi milmiiimilmiNr 1 V.= civ Lam.MI contractor is fully responsible for the detai..,.1 &Su. end a 10 MI I iip 1E1 11111111 Emma: .1.2.1L.1111!Ma M.,MIMI:=:ll1=11111.VW,191111.,1111Wil MI II.I MI 1 1111111 MEM' construction and its coordination with the Work in accordance within $ 11 id " .111111111.111 .11M"..•11.1 .-1.11111111"NIMINII1=-611111111111111•1 1111111wIllo morlim . -7,----- 1 Nor imi.. a Tr.T I In the Contract Documents and all applicable rules regulations andri Mamma I , . $ 10 30 '• -.- ,,mow unmimr!Imimitwirww.,,--............Milli.111•11UME -',Waill•-.,71111 rivhdri7 other requirements. Review by Architect is so ely for aesthetic 6 12 72 : iiiiiiiimi mom IM-i.11111111111 ‘111•1111W1M11== ,01.11FAMM IMIIIILIMIN •, -- :;--- -i4.11111111-. i intent and general compliance with the desic n intent in thew 0 $ 13 SS 1111WMINIIIIIIiii MINIM nummommon on:1111\4"IIIIIIIIII 11•11111111111111111 'MN 11111111=Iiii Contract Documents. Such review does not,in any way,relieve , $ 15 46 . in,Jimp MN MIMI'11111.•IIIIIIN 111111111•111 1"•••••••••1"=""""".... .... . IN=NM INII 1111•111111111111111111 the delegated design contractor from strict compliance with al= 46 6 2111 I IIII 1111 I :.1 61111"111111111111.... IIIIIIIIIIMMIIINIIIIIIMIII.111.1.111111111.111=11111Mmilmr"m" I 1 -, II 1111111111 111111 II III INN NM 1111•111111111 Contract Requirements and the Authority Having Jurisdiction. IN • 4 6 $6 - 5 7 ,42 MIN MIMI NEM F .0.,....iby...- 1 GabOt mg iimi 11111F-A.111111111111111M NM MIN=1:::= I IIIMPTIIMMIIIIIMI IIIIIP'MIIIIIIIIII IIIIM Reason:I have reviewed . Josh Cabot fisd.... s ERA • 4 10 40 wpil ill immuirmirammi....,............. =mow-mom imiii Kin im ,I. , , Date:2016.03.01 ww • 4 11 44 ® - mem-•meeenemeamom, eamoe 1 !Immo ri IF i in . . CI- 14:0828-08'00' ...i 0 _EN • 1 16 16 -• -.---- CC1 11111111111111111 • 1 18 16 • 1 2 2 • 7 4 38 I I I innommu'iummoi • 2 11 12 0 0 • 1 8 • 2 •1 18 PLEASE SHIFT HEADERS AND : - if • 2 10 20 • 1 11 tel BEARING WALLS ON GRID G, • 6 12 60 AND UPDATE SPANS OF T&G tli,,Iii- . 7- 2 lIg1153 1 • 11 13 117 glint! 1 • 1 14 14 Product Legend DECKING ACCORDINGLY. 'gill Ti6 16 2.6 Wok Prolix! Ti1 16 18 MOS fel X 11418 2.4FAI4 4111B12.117D - SERA, 3/1/2016 NI Niqiiimitaimpai#11 1 is is 0004 84/2 X9241144 DUI COSCID I b_- 2 20 40 F1104 Mil X 114N2411440618 INCTD 0 it PIIIIIIIPIPM li' II , 1 4 22 N MOO 11-1/2X1141824F4/411MJID410 1 7 7 MOS WI X1124F4411101104Th 11 1 16 111 FD07 MD X11241,44OLD CelliD 1,11.1. tij ID 1 12 12 111110 54/2 X 11418 SAWS OLD C.111D , ____I 10 1 15 10 16111 So12 X114124/418 OW 041D III ' illgi'il- ID 1 13 13 FD12 142 X 164/22.4/4 OLD coann ID 1 12 12 FM 1466X114/11VosalanstilliS00 gi6 n. 1 13 13 JI1 2 X 114111 WI NO0 1.71 I :1111111 TD 2 1 18 J112 WS X 114/8 SOT 0000 i.ea ig 1§/ 2 10 $2 8161 1414 X 11418 Vers61.ara 10112108 - -111111111111 1 1 .-- W Z _ _ oligliFa 110111111111111111111V iii-MOHOIHOMME-IMIaime;; 1 Mmiew•••• flIIIMINIII folimme I 111111 111111•1111111111MILINIIINIIIail _ ---='-, MIIIIIIIIIIII . 'aaralliffillie-oliallrinig, --' llill..a.IIIIIIIt--- , 0 i - .......6"..... .1..mmiiirricAll aglirnt.. H.inommENL'uilli"I1Mill----u.E.E.E .n...'...II,Ihill.:h."..a...io=ama'gem=%:====--jll" .==lIILll.iIP!.iPi,Ilill1 •=x11-ff=-' _....... 2 iii ti I kill 11111111=11 -.......... -ow• um. ' -IIIIIIIIIIMIII .11111MI E.EimmImmm IIIIIMIIIIIIIIIIIIIMIIIIIIIIIIIIIIII MIIIIIMIIIMIIIMINIIIIIIIIIII milimimmmmmmm•••••"mm• W17.11111111111111" =IIIIIIIIIIIII1IIMIM•NEIN -IIIIIIIII=1 ,J1Irlimmouinime Nor quimmourim mom wiimmoimi memo 'JI' ' :==== 11 .za.--iiiii ...11 : ii -Nismar. mum amivainonwilin . ..............•, , , .------..--- ..-----." 1111•1111110=.0=111 imi..........1..trrhit-r, ie..il.. .t...m.MIIIIMIIIIII INN 1111111111111111•11 ----=111111V'M Emr: minujor!miquir,r1111111LAIIIINommrm=111MIILM1111111 mitliminumptinumom•_esomnrci'rliQ IIII-M:r- Mall.-MIXIIIIIIIIIN IIIIIIIIIIIIII i fir IlliriTh-, 'III Emicjim.mirAmi MINI INN!MINIUM=IIMI:MI Pli1111011tAIIW pelle:wip11.1111111M7,:!/.....111.1111.111.17711.11111.-'1-f; r' ..• . =i:riliff:;'' .111..M. ; .......„.....minimmiummin imrimsammiimi im.......,...,...f.; ...- ( 11111111111M1 MI NMI 1 IIIIIIIIIIISZLMMININ " ..1.1Fari......,:....!PAC%,11111.1111111L111,1111MCI111111111' ---'=MIL iiimmin MIL-adAnummi itidmia-:IM111111111111111111111111111MITIMION1111111111=11111 1--&-• mu- iiiiiimili• "001•111•1""ii•••••i-..inini ' ...inini',- ,,immr-i • Imo n . __......, mom -1•11111111111.....= .Arinmumm.milimini.1=1111111111111111111111111111FT.:19111111•11•1111111EMIll m1 ail....idnemm.... 1••••••"""',,.....,-.. . -". v....a... .ic1=iimmi-mg_sm.mom mom. . ___mmusiiimuns.--mi.- ii- ii- mialomm _____,- _mmilinumui 11111111=I MN 111111110111111111111 ::::•,40011 sem- 6 IIIIII II 1 ,, 111.11111119111111.1 ...... .2,111 riM.: mauriMim 11111111FM1111.11111.1.1111111 111111.11111111.1111111.11111111111111.=116 -I' - t'-111111111111.1111.1.111.-"IIIIIIMMIIIIIMP ir 14111 intimm9iipial7ji II ! 1I1 . inwimi amkinimimmium momill...am LMIZI m........ I.. .....u-.i:-im,.;;,.... i dilik........ ..INImmin4MINIMIN-IIIIIMMINIMIN ....... ....-om.... .....---,i, 7- ,_,-......_. , , winommiM11.11111111111 Mini I 11111111111 IFILilIt'mr-""" Irlariiiii1111i I... rj- ,= .......................mar.I.imme sima•m• ilumerm•unwommim•=w1K•mosiomnImmono•wwwwwww.,1'- -. •---- ' ' •amononnuni.. ...in 1111111111=1 IMINN INI11111.1111111111111•I -0....1 i • .,, Ima.,-Ammi•',,17,-..._ i i i i: , ........., CO .•• , 0 1- Z L1J III 0 _, 191.111. . 1 IL 1 !E ie . ' 7,:•• i I F ... 4104 ,P. ...,...:,W 3:IRA ff.• W § 1.i IIIMIMONNOMMill1111iMMMOMMOI , ! * ! • -1 - ,111111=111111111M!MMIMMONWIIIIIIIIIIMIIIMMiNMEEMMil-- --:- .1•114 - AIIIII 1-"I-- A1141 hill Ai Hi.NT ii-!Imil• 1 1.DO NOT NOTCH BO JOIST FLANGES 5 FOR ANY REASON.TYP. CL E .......... .......,..i. .16111 I JAM ' .111144 i. i 6 . . . IT 1 I 2.SHIFT BCI JOISTS UP TO T TO !ft) e 1 1 Thu, OW - .... WI'ACP . „ ,• „ . • . • .... • '....... ..: ''1 10 . .... ...I tr tv p KOKO, " 5 MOWN x . , ... ., ., .. ., ,, - .... ., ,., .........114 -'. li" • L-li .r.= VOID PLUMBING DROP,TYP ed 1> 1 - . - -- 3.REFER TO THE STRUCTURAL . .. 11 DRAIMNGS FOR ALL NECESSARY et A trE DETAILS.TYP. • N 'LLP ,i RI • atit. , 1.. , g iN , •\ , R a •ADDITIONAL JOIST ' - ,. • ' i I --s-,, I3130•BEAM BY OTHERS g CO c==.1 /1=== •----•••••I ."= =-1 6=1 "'"..' ' 1==1. " A= , ._, ,--- r-l. ...-..-R . c......-l. A L , • . • •a ® rcruCNILING PANELS(FIELD CUT) CO . •DROPPED BEAM FB•FLUSH BEAM ® 6 ® ® ® 8 0 H.HANGER 0 J•OTY AND BC'JOIST 1?•,of NP‘'‘ .. ' R REVIEWED 0 MAKE CORRECTIONS NOTED LORLEDGER : •‘0 RN•RIM BOARD 0 REJECTED 0 REMISE AND RESUBMIT • S.C9 SS-STAIR STRINGER Job#:15-001594 011014101•4400.••••••0 II. Mr likrobsah•••• THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPUANCE whoe.••••••• - _______ WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. C50 SPACE BCI JOISTS AT 2e DC . . . 2,2016 I. W TI-KS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE • INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR FLOOR UNIFORM DESIGN LOADS: 01. MON,TYPICAL February ' ....-/ 1 fill'ilr411111 . A .w. IS RESPONSIBLE FOR CONFIRMING AND CORRELAIING ALL QUANTITIES 40 PSF LI,25 PSF DL AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND - TECHNIQUES OF CONSIRUCTION.COORDINATING THEIR WORK WITH . _ ALL OTHER TRADES.ANDPERFORMING THEIR WORK IN A SAFE AND SATISFACTORY MANNER. THESE PRODUCT PLACING PLANS WERE PRODUCED FROMBy.Ron Bull 071.'4 Scale:1/8"..__I s ...........Z.Z.............= 02.29.2016 CS BLDG 1 - 4TH LEVEL PLACEMENT PLAN (CONT) DRAWINGS BY CATENA CONSULTING ENGINEERSDATED 12/15/2015,ABO4 Sheet 08/15 DATE CATENA CONSULTING ENGINEERS BY 0 0 0 o 0 o o o 0 MIN NMI MIMI - : —40 1 1 r su BM ITTAI:REVIEW I U U U U Li NO EXCEPTIONS NOTED E DISAPPROVED I - , i. J..... . I .__,0 • ___ _. ._ a X NQ EXCEPTIONS NOTED IN CORRECTED COPY m. .....7.7.......-Z;no it m No.1 ii.7.ill.... ... Iqr,,.,Nei• imramit INIIIIIIMPIE MM. IMIIN= nigig..!9iPIT p.m iT-esAimin mimim ow issa,..- ..__ ..,,_ .......IBM.N l•MIME IIIIIIMIlmi NIMMIE1111=11 i!, IN=11•11111111111=mom Emma..,.....mow= am Nom milims• (1) 0 REVISE AND RESUBMIT E NOT REVIEWED . ===.7.1 ovi:.flu MIMI Ind,MIN IMO IIIIMIIIIIIII I ME MIN INIIIIIMISI NM=•III IM OM IMO"I 16 WI." . 13 ___ The delegated design work referenced in this submittal is the EMII Milli iiii'"'"•111 rlf i:-);II'111•17111111 i Ir.., .:•j, , ME 11,11 responsibility of the design-build contractor. The design-build MINN I Mil ME NIUE=aINIMIN NO___Imminr"7. '..Ir,171.) ! "• contractor is fully responsible for the detailed design and construction and its coordination with the Work in accordance with = INN= Mill '''''''7-------- 1100 1101-1- am. I 0 8 u) :Et'we um,,gra it '' - '•, ilrammemirmorK.irmummur imir miummil isormir H..tall. 1 CI the Contract Documents and all applicable rules,regulations and . , ,,.„ .-.. „ other requirements. Review by Architect is solely for aesthetic op mom im.:„40. 1 1,L.: rniumm I I i II. , , 1,11 NM=Ill 1.1W-,-..:=MN NIP%I"W.L.. 11111111111111111117 liWa ==1111•111111111111111 _I I intent and general compliance with the design intent in the mum owe=Ii .I =,'1 1 p III 1111111.0.'"EL MIN MIMIIIIIP. 4.1.11M.,Mill IIIIIIIIMW.',171-:'M is tusuir,II Contract Documents. Such review does not,in any way,relieve C) IIIMMINWIIIIIIMMIIIIIII IIIIFllpIIIIIIIII 11111.11MNIMINIIMINEMIIIIIII -- . I 11111.1rir-.!Ma MEM 1.11111111111111F-.MIMI NM 1=1 1111111r-•WI IIIIIII MI..1-1=7 r•I' •1 the delegated design contractor from strict compliance with all =IL=,._.....L...!!-..,' lii mum, ,=17 .7 Id if 111111114=0,M111111 IN11111111.!..1111111M1110 MIMI 1=111.11•11•11111!MN II IRMA.612 111111 - ill Vi Contract Requirements and the Authority Having Jurisdiction. 111111411111111 al il it IV MI 11.1.I ips-litput, . . —AVE otimilli—mlifmalliTii 11"1111 ill . .. . .— o ....... ,,,- W :. .. ., I•z1:: 9 c:::.,„,„ .. co Cabot • V. 11111111111.1111.11. 111J11 Sill/111111.1111.111111111 IMP EN!ERNI MIS Ill 1111 Hill I Josh Cabot,..,,R°T.,:drt SERA i -I elei i=me.minumeme. imam if Ione•ariemeim. .mem i. III Date:2018.03.01 , 2 '— 14138B4-08.00' _i b . e , i_... •._.:....- 0 IN MIMIMIllarr'"*:T111111 IIII• ii1 im --71=.171/1t : '11M lommniam =Ur- T111 F111111111M —1 0 Pliftii11111 1041 =Emig M-77;AIIIII i MINN MI.11E1111 MI 01•••••••"um••• Mil MIN WI 11.1111P11..... iiii' -.:E7W.-6,4!1 il 11=lft MI=111.,al ral =OEM MIME Rm.= 1101111 1 — IlL,Inimall•••—• ., I 11 If I impli!Flip Er.•..-_§mi 1111.111 AmivirifS- gm itaiimgems. !limn 1 1111111111111,111M4F110111 7 2f MI IIIIIMIIIIIII:-AMIN NM " " IJ. ,! WI 9 ,,m ilai 1.11,11111.11.1 ill,M-..7Mrifi!illir,W,r'' Illl Ma=MIN 'AIM WIIIMMIIII--IMAM rillUt.i111111111 442 - ,. . 12 72 Nititiiiiim .....1111,1111111!IIIW;'Ml!IIIIIV,:11111 =rir-'„Mr:I.:pm i-Iiii ! 14 MI . , _,_. , , ____ mimmi mr-Ami 111111161111111111111MIL IIIM MEM MUM==ill=111111116 IS 411 . 41I II 221 - imp 1111.11111111 0.1.1.1111.111.111.1.1 M==1 1111111111111111111111111111;111111=11111111111111 I U iiiiiiiiilli •••am mom.mis . ---.-.-.--—— .. Immo misou 11 NM 111.55g 7 42 Es.....wrarial;;...4iiiiiiiiiiiiiiii ..........IIIIIIII 111111111111111 e is • t le 11111111111111111 MIMI 1.111 . i i'l . , HI 40 1111,11 II 111111111M. "--1: ' ............-meimmiBEIRINTIMMI ME bill -id , 1 ........OEM=NI RONIIIMOI , • 11 44 0 . — ..-.MOM MN=LT-TMElii .- •--N! Auffuefuffe •••••••••••••••••. 0 12 il . ) ill gil • 11 if • 11 111 • -2 2 iliiiiiiiiiiiii . 1111 • 4 211 • • 13 0 - 0 ' • 2 PLEASE SHIFT HEADERS AND III1i 11111 s 111 . ' 11I 20 BEARING WALLS ON GRID G, —1 , t . 11 1111 : L 1 -.1 J t IIII1 • 12 49 AND UPDATE SPANS OF T&G 1 li 111 14 14 Product Legend DECKING ACCORDINGLY. , 111 711 WU ProbedE g I i , 1. 141 063$11,10 X 11-7/SUF44 OW QUM . - SERA, 3/1/2016 iihlii - iiv IIi fit 1 • . 10 II 040 11.40 X 9 2,4,44 Clia C•11719 I. "• '1 . 211 40 MU/4/2 X114/11241144 GUI CUM 0 i lilt .._ 0 11 111 • 22 U MU FM X11-71•2474.4 OLD INOTD i , 7 7 FlOf MN X9241144 01.11041TO t4 lit II II FII•7 1140 X 9 24/44 OLD CiWID Me Ma X114/62414,110U10.071D .1 1 . P1111 24/2K11•3/1124,44 OUIC•11119 • 1 • 12 13 P412 140 X mint/PM US C•070 12 12 FM NH X11.3M Verse4are LA UN i 1 • 19 13 Ai 2 X 114190 1000 1.711 . , Co • 2 9 14 402 2418 X 114/11 NI UN 1.11 I- 14 as NH 144 X 1144 VeruLaas MUMS Z iiiiiiiliii ® ® 1111111,1111111111 _ — -- 1PIACINCI PLAN NOTES. § 1 '--- •••••=••••-..... --1 op um.........ammo as I immimm moms-elinem i•••••••I 11.1111111. '•••••••••••••••'6 1, ====illEgAm111111111MINIII .....41111111IIIIMIliiimmi=====. 1111111111111111 ............=..................an RMINWIIN 1.DO NOT NOTCH Bel JOIST FLANGES minmill MEL IIIIII NI•I MINI NM:mum iiimilimem.mmilommor•••• NOMMEN IllelMit Mimi=am=um 1•1111111111111 FOR ANY REASON.TYP. .____ . ,..., ..... . -.„ . . . ... ., -., , . 2.SHIFT 13C1 JOISTS UP TO r TO —4t . i AVOID PLUMBING DROP,TYP . - NI= .. 111 •1 IIiim 11111111111 ,111-1111111Ma ' m os tmNigsr.mom-- moi. ' eimr; imm ....... MUMMc ' ER 11111111111•111 ro._,..1 . mom=mini iiiim -', • -f•'"""ism= II 1 3.REFER TO THE$TRUCTURAL & ii•-----..w' _ --iimamaim3 ., Emtv..........,7MC !rut:ti.e:r-,I"':=71W._.MIIIN wer—•--..-- ,ii DRAWINGS FOR ALL NECESSARY ., „ -• .. ''. ' DETAILS.TYP. -MIME 'Mr immu, 1.0 MIIIIIIIIIIMM,MIIIIIIIIIIIIIII.upqm,.._ ,, aior, a i mi•soF 7:1717Nomol 1 min m im.-,'-flial ::- (-, —:-,;•i,im,_.211,, ••••• IN_____Pillt__.'allEMt''' IHNIIIP: 1.1 ...... •-16.....111tAlle I .,-1.1.6: -111M=1 IMMI. ..11 IIIIIIIIIIIIIIIIMIIIIIIIIIMIIM M'E't- - ims:t...mmunisummizt_amon rj-,i.. ."-......,m,,,,•• milii. 111._;,ME .41111111111' ---.--. , — Elm mommiwiir 1..-.----- _ . milmh.,momminismiiii, , SAME -11r71,91111.1.11 .---- - 1-All LEM& E g Aim , - -Nom IMIIIIIIIIIIIIIIIII, IIW• _ IN11111111111111111111111111111 IIIIIIIIIIIII I__— llsmoim 1 millIM7-""{:: immr t:::rwommm. ly II r==111111111111111111111111.11 1.1.11M -Mari,r--,„„,m111 — 11111•11111111.11111111111M1111•2 mila-fismi MININIU:o.-..7. ADD•ADOMONAL JOIST BBO•BEAM BY OTHERS BK•BLOCKING PANELS(FIELD CUT) 0 in CO — . '-TalrallIM_111111.1 mimminI1=11111•11MIIMI7"rn` _-• -Oill.1.1111 . C•COLUMN DB•DROPPED BEAM_11/41 I It -11:141, I LI P!,9.I -.'.• :111111.11111111111111111111111 i . imesimmmONIP•immem Fig_inLi moms is 0.,. ..immEN ummi......,.:1 I,... ,_ -;. liFigk'.. FS=FLUSH SEAM . _ . . 1.. . • .. __d... . .: ,...1 4:. ,......,.„„„„4,,..„,,,..„mom ,....I.•il IMIKAIIN H•HANGER .N..‘ 0 0 J=OlY AND BCI JOIST M REVIEWED 0 MALE CORRECTIONS NOTED 6 LOR=LEDGER Raf•RIM BOARD REJECTED 0 REVISE AND RESUBMIT N 8.5 n STAIR STRINGER Joba:15-001594 0 rieerao...a.••I•••0 El r.frArlf,,,,, THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIRCATIONS. C SO SPACE EICI JOISTS AT 24'OC tirri44. : _,__,,_,... THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN February 2,2016 .0 IP W CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR OiL UON.TYPICAL. A IS RESPONSIBLE FOR CONHRMING AND CORRIKATING ALL QUANTITIES FLOOR UNIFORM DESIGN LOADS: By:Ron Bull ,."''' _I. AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCRON.COORDINATING THBR WORK WITH 40 PSF Lt.,26 PSF DL ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND ,r4111 SATISFACTORY MANNER. THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/13*•1' rm. g'... DRAWINGS BY CATENA CONSULTING ENGINEERS adm...k.........~...s........0..0==. 02.29.2016 Cs BLDG 1 - 4TH LEV PLACEMENT PLAN (CONT) DATED 12/15/2015,ABO4 Sheet 09/15 DATE CATENA COMMIT.*ENGINEERS BY 11 1 p • J ® �( erg' ///p 1: 37=ji ...VW . 4=/1 4 =O / a, ICO 0 N 0 o I 1� CO SUBMITTAL REVIEW © 11. �—, M E NO EXCEPTIONS NOTED El DISAPPROVED , W X NO EXCEPTIONS NOTED IN CORRECTED COPY ❑REVISE AND RESUBMIT ❑NOT REVIEWED The delegated design work referenced in this submittal is the responsibility of the design-build contractor. The design-build contractor is fully responsible for the detailed design and construction and its coordination with the Work in accordance with Root Material List the Contract Documents and all applicable rules,regulations and UM Preekrol QV LaRiit LNG !!11 other requirements. Review byArchitect is solelyfor aesthetic .10204 24WIX117AOC140441.44 14 4 IN �pI i 9 .10201 24110X 114/11 Ma 001A[ 7 a N 116 intent and general compliance with the design intent in the R2N11414X1174 r.atam2JR2443 11 as Contract Documents. Such review does not,in any way,relieve N110 144211 4Wnw4am2.0S2010 a to NI i� b 1 the delegated design contractor from strict compliance with all 34113 144X1144Verwia12A1120N S 13 74 L Contract Requirements and the Authority Having Jurisdiction. POOHS44X/a247•WILIarts I 10 10 I.L. R5415114X/021RV1INA 0•ST Warr 1 is II Product l i�nl1 N arr scowey Jo.I 1 RM S 3-4/21t 114424RemuY401a 0D a 11 a Cabot ROSH 13112211.74247.244.1114•1114 1 S 1 lark Product Reason: have reviewed document Josh Cabot SERA RI6O7 W11a'1 2X2 R 4MaC RD 2 7 14 N 5.14X1424Y40LaOOID oR wm t Data: s 20 Da16.03.01 RNN 142 x 1144441W4QUI 47K74 1 0 I RM 1342211-74 24744 GUI C•ifp O I_ 14:09:0948•00' J 1210514 44/2x117124FV401aC.STD 2 12 20 RN 44/2X117124tW4OLD O•STDili ~ MON 144X1 a124W4OL.O•i7D 2 14 n RNM PRIX .V40t/O•STD Male 3 13 32 44N 14MX117MVraa,am2.0421100 8442414/2 14424 x2424NE130. 4WD 1 24 24 4444 S412X242MW14211INSTDPR LIMN* �i Ilai 1142.3411.414t 4242IN 24111121374 441110441.41 1101 5LIMN* VI . 14 $31 1414x11a1WamEN ata2M0 Y1 i 1 0 0 ® 0 0 0 0 0 0 \ O G I , I O D e •_r 12112=20303 Nr - �� r-- - IT .... 1111 1 i . , r Bag 1-1 "----/ 00Lo 1 assassmamma I;x 11 I. ... , 0 _ __ _ _ i I i nimr� �l�lo[hnrickn mno■•11114 i.■■m p m1. 1.1.1.1.:_._ p©CciODo /7/ i0 — o W \ I °rw Q g < ' I 1.DO NOT NOTCH BCI JOIST FLANGES U Al �.� L 1n fI FOR ANY REASON,TYP. _ 1 II FSI I I 6�1 2.SHIFT BCI JOISTS UP TO r TO i 1 r- — a aJ 1 G AVOID PLUMBING DROP,TYP ' p e m o e .REFER OR STRUCTURAL == u DRAWINGS FOR ALL NECESSARY DETAILS,TYP. i ADDITIONAL JOIST m o + T o 0 0 = == o BBO•BEAM BY OTHERS r—, ,---,. r—. ,---, ..---1 ' ' ,__BK CBLOCKING PANELS(FIELD CUT) COO •COLUMN DB•DROPPED BEAM FB•FLUSH BEAM 0 0 0 0 0 0 0 0 0 0 0 u ` ` r H•HANGER 0 BOARD ��II REVIEWED ❑MAKE CORRECTIONS NOTED _\V`Pv'` �` LOR�EDGER CI JOIST LJ REJECTED ❑REVISE AND RESUBMIT ' , v0 �•RIM O wNor Ore. nvar O 1111 1a�ar.�Caaa THIS REVIEW DOES NOT RETIEVE CONTRACTOR FROM COMPLIANCE ��(� 55 SPACE BCINGER lobi:15-001594 CIC ' oils REVIEW WITH THE ISONL FOR GENERAL CONFORMANCE WITH UIREMEMS OF THE DRAWINGS AND SPECIFICATIONS. ADESIGN O� O� SPACE Bel TYPICAL.u' CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE �' February2,2018 (1,�� • INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR FLOOR UNIFORM DESIGN LOADS: �►� ` D RESPONSIBLE FOR CONFIRMING AND ATING ALL OUANIIIIES 40 PSF LL,25 PSF DI- THESE L By:Ron Bull .„ '. - -- + ----- -1- - - AND DNSILEIONS, SELECTING FABRICATION PROCESSES AND �� —��ay TECHNIQUES OF CONSTRUCTION.COORDINATING THEIR WORK WITH _ ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/e"m 1' SATISFACTORY MANNER. Or MN •� DRAWINGS BY CATENA CONSULTING ENGINEERS a••."'—"r.'•"""'I""" 02.29.2016 cs BLDG 1 — ROOF PLACEMENT PLAN DATED 12/15/2015,ABO4 Sheet 10/15 DATE CATENA CONSULTING ENGINEERS BY II �I — _ 0 - i u II • o '� - - r I �' — 1111( o1N SUBMITTALREVIEW , A _I- iTIONS NOTED ❑DISAPPROVED m r0 TIONS NOTED IN CORRECTED COPY ADII1II11! OJ D RESUBMIT ❑NOT REVIEWED ' _design work referenced in this submittal is thef the design-build contractor. The design•build ,' , p® ' ' CO ,,,..-..." Cabal @ Josh Cabot, SERA 1110011 L 14:0923-08'00' J o III Ass0'—faffil 1-7le i IN 5 11 S3 11:1,111 II 30 ! 2 n ' LL 11 O A �; ., Cil O N 0 Mork Folded14 11103 _ 3 2•5 Asn 11iA aioalD mil: 1. _ 2 12 Ma e4SIXMOSw4auas1D .i!s 1 =� A, _. 'I I=S2 61121,1414 X114/4 VereoLeas2.4112464 .r.:•1 I. I 11!111 13a34 P$44sin X2424P44GUI CR31DMt aa■;- STAIR 1N 1� J02 2•afi0X114a OCI emu" to•. ROOF/UPPER FRAMI I ill ,� INH 1414X11ApVaeM.r°U0s2N0 i lll I— I— '1_ ._ T -/ , RIMS , 1 01:1110 l•' I _ 11111111 \ Iml I:IIll ISE- r ri — e — ' : ,7 7-' ::=:: III� ' II tI�I.I■' 111111 :i -- - - — — 1:1 ��Il� Ie�ten1. MI I 1 ■■I■■■■Illlil❑■■i��■.■■�i❑■I■iiii■■1■� ■■�.�.,■.'■,■;.;.1—.-f:'T�■.�.■C,■,;71■■I.iiih■■,i�■■■i�■■IiiQ■ j �I- I_ hL� D F• �- 0 ..,. , ir -ISS I ISI Ilrl ISI Irl . II i< _.� Ili — I — -- I�II 1.DO NOT NOTCH BG JOIST FLANGES S ryry �T FOR ANY REASON.TYP. _(�3y Fl Fli —1 L I L.. j I I 11 ,I O 2.SHIFT BG JOISTS UP TO r TO Q L I \ DROP.TYP 3.REFER TO TAVOID HE STRUCTURAL Y y I °�s ' ::8:T R ALL NECESSAR1 A ADD•ADDITIONAL JOIST 11130•BEAM BY OTHERS — 1— —I— r� I �' �-- �_ BIC•BLOCKING PANELS(FIELD CUT) CO m r-' C•COLUMN O OB•DROPPED BEAM FB•FLUSH BEAM 0 M w r © H•HANGER 44 _f 0 © p ,. m O ` PV0 6S LW LGR LEDGER JOIST ® `i REVIEWED ❑MAKE CORRECTIONS NOTED \v RN•RIM BOARD 12 REJECTED ❑REVISE AND RESUBMIT ��'S'C SS•STAIR STRINGER Job*:15-001594 ODElhi eo eov.,NM�INIW� QNA 1........u. N di r_•ITHIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE �0` WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. ie.- SPACES TYPICAL OC February 2,2016 THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN l • CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE FLOOR UNIFORM DESIGN LOADS: 4. INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR BY:ROA BUIL n ' IS RESPONSIBLE FOR CONHRMING AND CORRELATING ALL QUANTITIES40 PSF LL.26 PSF Dl _J•� - J_� AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION COORDINATING THEIR WORK WITH ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8"•1' ‘,4111161, SATISFACTORY MANNER. DRAWINGS BY CATENA CONSULTING ENGINEERS �M"-Yr. '.rKmARI .NF. 02.29.2016 cs BLDG 1 - ROOF PLACEMENT PLAN (CONT) DATED 12/15/2015,AB04 Sheet 11/15 DATE CATENA CONSUL TING ENGINEERS BY ® ® ® o O O O O-- ® u TI 0 • o a ®\\\\\ o— a o 0 a 0 0 0 0 1 ali NB , ._.. ml ' Uf1 rH CO , . 1 E r I i 0 73 �-I ip — '� —i•—it 0 SUBMITTAL REVIEW �° p I ■I I u �1 r Ili 0 16 0 pc NO EXCEPTIONS NOTED DISAPPROVED j ':' I�I I I 89 i T NO EXCEPTIONS NOTED IN CORRECTED COPY e m ®o To I —1 B � ❑REVISE AND RESUBMIT ❑NOT REVIEWED `W❑❑'I ■ I s88 The delegated design work referenced in this submittal is the ,� a Ti= • I: �it responsibility of the design-build contractor. The design-build 1111! contractor is fully responsible for the detailed design and i construction and its coordination with the Work in accordance with the Contract Documents and all applicable rules,regulations and ob. 1 03 other requirements. Review by Architect is solely for aesthetic intent and general compliance with the design intent in the ill 11111 Contract Documents. Such review does not,in any way,relieve the delegated design contractor from strict compliance with all o-- ^ �� ■ ` Q Contract Requirements and the Authority Having Jurisdiction. it .„1 illillc agnea or uoaTI� rIA — — I _' Ream:I naw evtevne Josh Cabot 1NaaRalnenl SERA ] ■I f Ilg g Date:2016.03.01 i■■ 1 L. 14:09:38-06'00' J flKl Q— i Ooo �60 0 10 I ■! 1!1111 4 10 ■ e i Nil ProductLpend �— / ■` C� � �Preduet � 12lw4auc•BrB ■ CIIIIIIN 1114 84/2 z 11411241490 as ogre =tom ENE En MI 614%241n2/MI4WI •rMI 1 - – — 14 11 �0 8000 644%24 241014 eu . 1 � las211 To •s•:r.x Ifo n2014/4x nenwoman ree ON .B•.7 ©© P84404nx242/RV4OWC•41SPR 1, r I CO pm. J02 2d/14X11•TAB414000UR I`r MI■' .. c 10 $51 I4Mx114NVins.rnMUM IIW O L U l ® ® ❑❑ I I1 IIIIIShht4hHL ro S . o A—....../ Jr I/ I II, ® P.ACING PLAN NOTES 3 III, t,DO NOT NOTCH BCI JOIST FLANGES S FOR ANY REASON,TYP. 11 2.SHIFT BCI JOISTS UP TO 3'TO QCI) ■ ■ ❑ Dia l ��it i . AVOID PLUMBING DROP,TYP a Al__II. 0.0a ] I 3.REFER TO THE STRUCTURAL OS it • DRAWINGS FOR ALL NECESSARY m — 11 vv... r irim . DETAILS.TYP. § �i� L '.Brls• i H IIINIFIWI"mai" MOM _ 11_11111111§11111% _ _ ADD•ADDITIONAL JOIST o BBO•BEAM BY OTHERS —— - _ I I ❑ . _ BK•BLOCKING PANELS(FIELD CUT) CO m 0 ^ DB•DROPPED BEAM � I— FB■FLUSH BEAM 1 I�1a,i_ i=tl�. 't��,�. ,�,I /.I I7 H•HANOER ■■1111•11111111•11_1111I l ■■liiil ■.■■i�❑■�tl�I■■11111:14.—..—❑_: –=r�i,=c:tet: ==c■IE:=;,�IiIiI Mil■1■lii L I�I iil�I .1�1A '— —�--' I I. .o L'oli°i�ED ea BCI JOIST ®REVIEWED 0 MAKE RRECTIONS NOTED []REJECTED 0 REVISE AND RESUBMIT RM•RIM BOARD 000MAILe■••a••+11•O in i,• .00 THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE 83.8TAIR STRINGER lobar:15-001594 1401 - WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. a SPACE BCI JOISTS AT 24'OC MP Mr THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN • February 2,2016 CONCEPT OF TIE PROJECT AND GENERAL COMPLIANCE WDH THEa LION,TYPICAL.INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTORA .��—. IS RESPONSIBLE FOR CONRRMING AND CORRELATING ALL QUANTITIESt.111:11:4) J - _j a - J 4 AND DIMeavONS. SELECTING FABRICATION PROCESSES AND FLOG 40 PSF 5UNIFORM EPSF DISIGN OADS: By:Ron Bull � .� - -�441 TECHNIQUES OF CONSTRUCTION.COORpNATING THEIR WORK WITH ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8'=1' SATISFACTORY MANNER. ` a"Nbr...=--•••----�=» 02.29.2016 cs BLDG 1 - ROOF PLACEMENT PLAN.(CONT) DRAWINGS B AC ETD NA 12/15/2015L INGBO4 ENGINEERS Sheet l2/15 DATE- CATENA CONSULTING ENGINEERS BY ®Boise Cascade Single 11-7/8" BCI® 5000-1 .7 DF Joist\J0115 Dry 11 span I No cantilevers 10/12 slope January 5, 2016 07:18:35 BC CALC® Design Report 24 OCS I Non-Repetitive I Glued & nailed construction Build 4429 File Name: Burnham and Ash.bcc Job Name: BURNHAM &ASH APARTMENTS Description: Designs\J0115 Address: Specifier: CATENA CONSULTING ENGINEERS City, State, Zip: PORTLAND, OR Designer: DBP Customer: Company: Code reports: ESR-1336 Misc: I I 1 :, � . -;..: -.....,.•.. . � ::.:,. �_ ..:a ...., ,ti .i �„ ..,..:.�.t: ,. ;.w >�� i. ""^.�c .No�.. ;� - `,�'a.•'1M� rtt'.+.,v�,7z�' FT' 'dSxy'�":.aE;?.',� -".�li', ,.t. N=r.,• -s4ai 7;. fi.: r, ,rf' a .5:t.gl .� c�h v Y r�• qtr ,".. °� „�,.,�. --+... ." `J''9'�:. ��• !L. .�'..�:..} a. .f... .,.. ,. lr.;u.,« 34-:. Y3 "�'�' qx .t ��r.: '� 4�' �t!. :r.? «c,*x s:,.1 .,.f< .;?.` ta_`� ,. ..� ,..,�>�s,-n.., �.,<:�- .kv NTN,.T.a";� r� ,.��. axl �. 7a .F �� ''i. ^-a.-:;�,��`fi .:r„ :«f' *«�'t �� '...�.- �. .:..^.r11.. -^:x.. .ti,x'.,...."'S•' A,..:...,•. t. 7:: .? •S., .Z: 'h v''1'" r =# .';5,.. �.tir. a,'. y...^' .a .,Ht;� M n�''?'-',i �,.'•Sk, '..'S�'; �*«;„,' '., ... .:,; . ..._"` ,�t;* r- � ...:.. *`«''�`.;f ... ....c�.; �` +�" 1"'t �,w,�c t =s, f � �e�,�. ,N."«:'f� >�'`-.s„ s,.... .y p� ♦ 5, i -.a�:Ga}: «�ru....,..� t�u.. .F..�,ti��.yv. .'f!��«L+...°JS'�. r:,.1«.n�.'(Uk:.. ..F.��,.. �f�'. �la�'".�c d5'x • a.+.u.t,._., ,. 'itY,..FyM r� y.... ....... 1.,......r .1k%�uuK�Y : sw... .+. F � �a.S. nti,. .,'�:,..« r '�.. .81Cik ”` 14-01-00 BO B1 Total Horizontal Product Length = 14-01-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 563 /0 352/ 0 B1 563 /0 352/ 0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 14-01-00 40 25 24 Controls Summar Value %Allowable Duration Case Location Disclosure Pos. Moment 3,128 ft-lbs 99.3% 100% 1 07-00-08 Completeness and accuracy of input must End Reaction 915 lbs 85.7% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 894 lbs 55% 100% 1 00-02-00 output as evidence of suitability for Total Load Defl. U497 (0.335") 48.2% n/a 1 07-00-08 particular application. Output here based on building code-accepted design Live Load Defl. 0808 (0.206") 59.4% n/a 2 07-00-08 properties and analysis methods. Max Defl. 0.335" 33.5% n/a 1 07-00-08 Installation of Boise Cascade engineered Vibration 13' 9" 80.30/0 n/a 00-00-00 wood products must be in accordance with Span / Depth 14 n/a n/a 0 00-00-00 current Installation Guide and applicable P P building codes.To obtain Installation Guide or ask questions, please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim. (L x W) Value Support Member Material BO Hanger 2" x 2" 915 lbs n/a 85.7% Hanger BC CALL®, BC FRAMER®,AJSTm, LLJOIST®, BC RIM BOARDT"", BCI®, B1 Hanger 2" x 2" 915 lbs n/a 85.7% Hanger BOISE GLULAMT"", SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Vibration Summary PLUS® ,VERSA-RIM®, Subfloor: 7/8" OSB, Glue + Nail Gypsum Ceiling: 5/8" VERSA-STRAND®,VERSA-STUD®are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. ,r Composite El value based on 7/8" thick OSB sheathing glued and nailed to member. "`'PY w h, � 'I Design based on Dry Service Condition. , , :' 4: = " •; .., - Irn , Deflections less than 1/8"were ignored in the results. 47> -. .': • - `-,,,,, • e ,.� '• 27 -: 11 7/8" BCI 5000 1 .7 joist is structurally adequate to support the design loads according to r - 1 • loads and dimensions shown on this design report. _ - Loads, bracing and dimensions shall be verified by the project's design professional of recor � �., SUBMITTAL REVIEW %'-, ' r .'1,..--- 11' - 1 ❑NO EXCEPTIONS NOTED LI DISAPPROVED Page1 of 1 X NO EXCEPTIONS NOTED IN CORRECTED COPY g ❑REVISE AND RESUBMIT ❑NOT REVIEWED The delegated design work referenced in this submittal is the Pr N('r:,'„•A I. _:,. .i E. 12/31 IF*E responsibility of the design-build contractor. The design-build contractor is fully responsible for the detailed design and construction and its coordination with the Work in accordance with ®REVIEWED 0 MAKE CORRECTIONS NOTED the Contract Documents and all applicable rules,regulations and rl REJECTED n REVISE AND RESUBMIT other requirements. Review by Architect is solely for aesthetic TNIS REVIEW Does NOT ReUEVE CONTRACTOR FROM COMPLIANCE intent and general compliance with the design intent in the "TN THE REEMEEMENrs OF THE°RA"""GE AND SPECINCATIONL Contract Documents. Such review does not,in any way,relieve THIS RENEW IS ONLY FOR GENERAL CONFORMANCE WIR1 THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE the delegated design contractor from strict compliance with all INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR Contract Requirements and the Authority Having Jurlsdichon. IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL OUANRTIES AND DIMENSIONS. SRECING FABRICATION PROCESSES AND 7 Cabot By,owl TECHNIQUES OF CONSTRUCTION.COORDINATING THBR WORK WITH AU.OTHER TRADES.AND PERFORMING THBR WORK IN A SAFE AND Beeeal:I have SATISFACTORY MANNER. Josh Cabot N.vl:: n+seoaeRR, s E R A 02.29.2016 DRe:zots.os.ot DATE CATENA CONSULTING ENGINEERS BY '- 149093-08'00' 0BoiseCascade Single 11-7/8" BCI® 6000-1 .8 DF Joist1J0218 Dry 11 span ( No cantilevers 10/12 slope January 5, 2016 07:18:52 BC CALC® Design Report = 16 OCS I Non-Repetitive I Glued & nailed construction Build 4429 File Name: Burnham and Ash.bcc Job Name: BURNHAM &ASH APARTMENTS Description: Designs\J0218 Address: Specifier: CATENA CONSULTING ENGINEERS City, State, Zip: PORTLAND, OR Designer: DBP Customer: Company: Code reports: ESR-1336 Misc: 1 N .<.p ..........:. .. ..•:�. .i� ':r^..� �-„. :;r'+ } .:..-.w �� .!+• �T .e4 .,'k!._r-- .t-'::.,fir ....»w-.. ..',M}'�2ah .0+�'�' w7”' `p' "L-.. ter... V •r:M1> a. -..411 i°:� .-z.i a.x :.,.rr '^-h. ;1" : ^•1 ,i <" -3.�rF. :71" :�'0,7 �w',`�., .. .' a ' ....? .;may., ,:.;.,✓. �. _.�.. _,�. •�.r+: .......z� -J•.. .;.a:V. '& e.l�,_. M,;k; ;.,.�-.•.� -�.,.c'��i.0,4'254'z'�,.r rt- Ste. ;� ,a. �c am •`�,. �v ,��- .r.}:° -�tif 2�. �k�`1,iv � �,,,,__ ,;,., ,,.�Au.. ,.t =��..5 nom? � -: � ...:A� -�"-� - r.� '5��"- p �ia?'. n� w .."�"`. !' t ,....ALO-� :=1r tea..,,, ,5'.y�•�. 1.N: :t, ;: ,.4 !c.9 ti ,, + ' ; w d "� r r �.,z' Y•.��....�'��;.F -t;i..'s9s:S. �'+�:: I� fi .,`4..-v _` S«v.�. �RIs'd�u. � ..�!+•Sv.d .. � � �� - ..,r$, -.w.JJu.;wa.;:]`:�:r.».:..r. n.'tsed' 18-00-00 BO B1 Total Horizontal Product Length = 18-00-00 Reaction Summary (Down / Uplift) ( lbs) Bearing Live Dead Snow Wind Roof Live BO 480 /0 300 / 0 B1 480 /0 300 / 0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 18-00-00 40 25 16 Controls Summar Value %Allowable Duration Case Location Disclosure Pos. Moment 3,429 ft-lbs 84.5% 100% 1 09-00-00 Completeness and accuracy of input must End Reaction 780 lbs 63% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 766 lbs 45.7% 100% 1 00-02-00 output as evidence of suitability for Total Load Defl. L/413 (0.517") 58.2% n/a 1 09-00-00 particular application. Output here based on building code-accepted design Live Load Defl. L/671 (0.318") 71.6% n/a 2 09-00-00 properties and analysis methods. Max Defl. 0.517" 51.7% n/a 1 09-00-00 Installation of Boise Cascade engineered Vibration 17' 8" 91.10/0 n/a 00-00-00 wood products must be in accordance with current Installation Guide and applicable Span / Depth 18 n/a n/a 0 00-00-00 building codes.To obtain Installation Guide or ask questions, please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim. (L x W) Value Support Member Material BC CALC®, BC FRAMER®,AJSTM', BO Hanger 2" x 2-5/16" 780 lbs n/a 63°A) HangerLLJOIST®, BC RIM BOARDN, BCI®, B1 Hanger 2" x 2-5/16" 780 lbs n/a 63% Hanger BOISE GLULAMN, SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Vibration Summary PLUS®,VERSA-RIM®, Subfloor: 7/8" OSB, Glue + Nail Gypsum Ceiling: 5/8" VERSA-STRAND®,VERSA-STUD®are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 7/8" thick OSB sheathing glued and nailed to member. > r Design based on Dry Service Condition. c'. ` ` `•'"--,. F " . Deflections less than 1/8" were ignored in the results. Lr ,r ::::4:.j N.-:-.'",- `-r dA '. •11 7/8" BCI 6000 1 .8 is structurallyadequate to support the design loads accordingto the,; 1527 joist q pP g r d , , loads and dimensions shown on this design report. 1 ... iep ' Loads, bracing and dimensions shall be verified by the project's designprofessional of record 11/4 C,,,-:,;-.. %.''xa, SUBMITTAL REVIEW •'k . �' I 6I� _7 NO EXCEPTIONS NOTED ❑DISAPPROVED 1�' T.-- ••.r..a�'J ^�2' i r.t•_ X NO EXCEPTIONS NOTED IN CORRECTED COPY .t 4t- ' 'e " %** 1 ❑REVISE AND RESUBMIT NOT REVIEWED ''+'"- Page 1 of 1 The delegated design work referenced in this submittal is the responsibility of the design-build contractor. The design-build i rt contractor is fully responsible for the detailed design and �E�y L;`yf6,i te,,.L _-T .l I�. L�,,'.j 1 d�y construction and its coordination with the Work in accordance with ®REVIEWED ❑MAKE CORRECTIONS NOTED the Contract Documents and all applicable rules,regulations and n REJECTED n REVISE AND RESUBMIT other requirements. Review by Architect is solely for aesthetic 1"5 REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE intent and general compliance with the design intent in the WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECWCATIONS. nits Renew is ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN Contract Documents. Such review does not,in any way,relieve CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE the delegated design contractor from strict compliance with all "FORMATION GIVEN IN THE CONTRACT DOCUMENTS.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING AU.QUANTITIES Contract Requirements and the Authority Having Jurisdiction. AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND [— TECHNIQUES OF CONSTRUCTION,COORDINATING THEIR WORK WITH I DWI*siOned byJesH ALL OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND Cabot SATISFACTORY MANNER. Josh Cabot waaRwR"16 NNwwae SERA 02.29.2016 CsDale:2016.03.01 DATE CATENA CONSULTING ENGINEERS BY 11'1026&08'00' J I