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Cornelia Gaines
5 years ago
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$I:\0_cohawks_entral File_Structure plotset.$ ----- 0 PSF SL ON GR 00 PSF 000 L ------ SOLR PLTFORM 75 PSF ----- 0 PSF GROUN SNOW LO: 0 PSF FLT ROOF SNOW LO: PSF SNOW XPOSUR FTOR:.0 SNOW IMPORTN FTOR:.0 THRML FTOR:.

----- 0 PSF SL ON GR 00 PSF 000 L ------ SOLR PLTFORM 75 PSF ----- 0 PSF GROUN SNOW LO: 0 PSF FLT ROOF SNOW LO: PSF SNOW XPOSUR FTOR:.0 SNOW IMPORTN FTOR:.0 THRML FTOR:.

UNIFORM LO IS SUPRIMPOS TO TUL STRUTURL WIGHTS. LTRL LOS (PR S 7-0): WIN: SI WIN SP: 5 MPH ( SON GUST) WIN XPOSUR: INTRNL PRSSUR OF: +/- 0.8 (NLOS) S SHR N/S: 5.6 KIPS (SRVI) S SHR /W: 0.

1 I:\0_cohawks_entral File_Structure plotset.rvt /5/0 ::8 M SIGN RITRI UILING O: INTRNTIONL UILING O (I), 009 ITION, GRVITY LOS: LOTION UNIFORM ONNTRT UNIFORM LIV LO LIV LO LO ROOF 0 PSF PSF OFFIS 80 PSF 000 L PRTITIONS PSF SL ON GR 00 PSF 000 L SOLR PLTFORM 75 PSF PSF GROUN SNOW LO: 0 PSF FLT ROOF SNOW LO: PSF SNOW XPOSUR FTOR:.0 SNOW IMPORTN FTOR:.0 THRML FTOR:.0 FLOOR LIV LOS ON SUPPORTING LMNTS SHLL NOT RU IN ORN WITH TH UILING O. ROOF LIV LOS ON SUPPORTING LMNTS SHLL NOT RU IN ORN WITH TH UILING O. RIFTING OF SNOW SHLL IN ORN WITH O. UNIFORM LO IS SUPRIMPOS TO TUL STRUTURL WIGHTS. LTRL LOS (PR S 7-0): WIN: SI WIN SP: 5 MPH ( SON GUST) WIN XPOSUR: INTRNL PRSSUR OF: +/- 0.8 (NLOS) S SHR N/S: 5.6 KIPS (SRVI) S SHR /W: 0. KIPS (SRVI) SISMI: SISMI IMPORTN FTOR:.0 SISMI SIGN TGORY: SISMI US GROUP: II SIT LSS: Ss: 0. S: Sds: 0.50 Sd: 0.09 LTRL SYSTM: INVRT PNULUM (R=) MTHO OF NLYSIS: QUIVLNT LTRL FOR s: 0.5 S SHR:.95 KIPS (SRVI) SHLTR LOING: NO R WITHIN THIS UILING HS N SIGN TO MT TH RQUIRMNTS OF TH I-500 STNR FOR TH SIGN N ONSTRUTION OF STORM SHLTRS. TH RHITT MY SIGNT N R THT, IN HIS/HR OPINION, HS NHN PROTTION OVR TH RMINR OF TH UILING S PL OF RFUG. HOWVR, IT SHOUL NOT ONSIR SHLTR. SOIL PRPRTION N FOUNTIONS TH FOUNTION SYSTM IS SIGN S ROMMN IN TH GOTHNIL INVSTIGTION PRPR Y PROFSSIONL SRVIS INUSTRIS, IN, JO NO OPY IS IN TH SPIFITIONS OR IS VILL FOR INSPTION T TH [RHITT'S/NGINR'S] PL OF USINSS. RMOV TOP SOIL ONTINING ORGNI MTRIL N PRPR TH UILING P IN ORN WITH TH GOTHNIL INVSTIGTION. RMOV SOIL S RQUIR TO LLOW FOR LOW VOLUM HNG ZON " THIK UNR TH FLOOR SL N RING MTRIL. FILL TO SUGR LVTION SHOWN ON TH RWINGS WITH NON-XPNSIV FILL OR STILIZ SOIL PR SPIFITION. SOIL SUPPORT FOUNTIONS: SIGN RING PRSSUR (NT) IS 500 PSF FOR FOUNTIONS RING ON UNISTUR SOIL OR PPROV NGINR FILL MTRIL. RING MTRILS SHLL VRIFI Y LINS GOTHNIL NGINR. LL FOUNTIONS R SSUM TO HV RTH FORM SIS; TH TOP 7 /" OF TH FOUNTION SHLL FORM TO TH SIGN IMNSION. TH ONSTRUT FOUNTION IMNSION SHLL NO LSS THN TH SIGN IMNSION, N NO MOR THN 6" GRTR THN TH SIGN IMNSION. ST-IN-PL ONRT LL STRUTURL ONRT HS N SIGN IN ORN WITH TH I 8 N TH UILING O, N IN ONFORMN WITH TH URRNT "I MNUL OF ONRT PRTI." MNT SHLL TYP I OR II ONFORMING TO STM 50. FLY SH ONFORMING TO STM 68 TYP OR F MY US TO RPL MXIMUM OF 0% OF TH MNT (Y WIGHT). MIX RQUIRMNTS R: MIN. MIN. MIN. MX. IR SLUMP LOTION F' F'I M. W/ NT. INHS PSI PSI PY RTIO FOUNTIONS 000 N/ %+/-% -5 INTRIOR SL* 000 N/ % MX. -5 *SLS SUJT TO VHIULR LOING SHLL HV FLXURL STRNGTH OF 650 PSI. LL XPOS GS OF ONRT SHLL HMFR /" INSI FORMS OR TOOL TO /" RIUS U.N.O. SLS ON GR SHLL HV ONSTRUTION JOINTS N ONTROL JOINTS (SWN JOINTS) TO IVI TH SL INTO PNLS, NOT TO X 56 SQUR FT. TH LONG IMNSION SHLL NOT X TH SHORT IMNSION Y MOR THN 0%. JOINTS SHOWN ON TH RWINGS R ROMMNTIONS. PROPOS LOTIONS FOR TUL JOINTS SHLL SUMITT Y TH ONTRTOR FOR PPROVL. TH ONTRTOR SHLL RSPONSIL FOR TH SIGN OF LL FORMING, TMPORRY RING N SHORING. NO LUMINUM SHLL M IN ONRT. ONUITS N PIPING M IN ONRT SHLL SP MINIMUM OF FOUR IMTRS NTR TO NTR. OUTSI IMTRS SHLL LSS THN 0% OF TH MMR THIKNSS. M ITMS SHLL PL TWN LYRS OF RINFORING. NO ONUIT MY M IN SLS ON MTL K ONRT RINFORING MTRILS: STM GR RINFORING RS: WL WIR FRI (WWF): (MIN.) NHOR ROS (OLTS): F55 6 WLING OF RINFORING RS IS PROHIIT UNLSS NOT OTHRWIS. WHN WLING IS PPROV, WLING SHLL IN ORN WITH WS. "WLING RINFORING STL, T." WL WIR FRI SHLL FURNISH IN FLT SHTS. SHOP RWINGS SHLL SUMITT WITH RINFORING STL IN ORN WITH I 5. LL RINFORING (RS, MMNTS, WWF, T.) SHLL SUPPORT ON HIRS/OLSTRS TO TH SIGN IMNSIONS. SPING SHLL SUFFIINTLY LOS TO PRVNT ISPLMNT OR PRMNNT FORMTION U TO ONRT PLMNT, FOOT TRFFI, OR VIRTION. "PULING IN" OR "PULLING UP" RINFORING IS NOT N PTL MTHO FOR PLING RINFORING. HIRS/OLSTRS SHLL HV PLSTI OT FT OR M OF STINLSS STL. HIRS/OLSTRS IN ONTT WITH RTH SHLL HV OTTOM PLTS N OT TO PRVNT ORROSION. NHOR OLTS SHLL HL IN PL WITH TMPLTS SUFFIINTLY STRONG TO PRVNT ISPLMNT. MINTIN I LR OVR ON RINFORING S LIST LOW UNLSS NOT OTHRWIS. ST GINST RTH (OTTOM OR SIS): " FORM XPOS TO SOIL, WTHR OR LIQUIS: SLS ON GR (FROM TOP OF SL):.5". LL RINFORING RS R TO M ONTINUOUS OR LPP PR I 8.. WL WIR FRI SHLL M ONTINUOUS Y LPPING ON FULL SQUR PLUS ". STRUTURL STL STRUTURL STL SHLL MT TH LTST "O OF STNR PRTI FOR STL UILINGS N RIGS," N HS N SIGN IN ORN WITH TH UILING O N IS "MNUL OF STL ONSTRUTION, LLOWL STRSS SIGN, NINTH ITION." LL ONNTIONS NOT TIL OR OTHRWIS NOT SHLL SIGN Y TH FRITOR N HIGHLIGHT FOR TH NGINR OF ROR'S RVIW. ONNTION SIGN SHLL SUMITT TO TH NGINR FOR RVIW RING TH SL N SIGNTUR OF PROFSSIONL NGINR LINS IN TH STT WHR TH PROJT IS LOT. STRUTURL STL SHLL MT TH FOLLOWING RQUIRMNTS UNLSS NOT OTHRWIS ON TH RWINGS: TYP STM GR W SHPS HNNLS & NGLS HOLLOW STRUTURL STIONS (HSS) 500 (Fy = 6 KSI) STRUTURL OLTS RTION OLTS NHOR ROS (OLTS) F556 LL OLT ONNTIONS SHLL STNR IS RING TYP FRMING ONNTIONS. OLTS SHLL SNUG-TIGHTN, UNLSS NOT OTHRWIS. LL WLING SHLL IN ORN WITH LTST WS O, STION.. LL WLS SHLL US 70XX WL MTRIL. POST INSTLL NHORING SYSTMS SUSTITUTION OF XPNSION NHORS OR HSIV NHORS FOR M NHORS SHOWN ON TH RWINGS WILL NOT PRMITT UNLSS PPROV Y TH NGINR IN VN. HSIV NHORS: WHN HSIV NHORS R SHOWN ON TH PLNS, XPNSION NHORS SHLL NOT SUSTITUT. PPROV HSIV NHORS R: MNUFTURR PROUT US ` IO HILTI HY-50 PRVIOUS ST ONRT R 59 SIMPSON STRONG-TI RYLI-TI PRVIOUS ST ONRT R 579 RMST/RH PON 7 PRVIOUS ST ONRT R 579 NHOR ROS SHLL THR ROS IN ORN WITH STM F55 GR 6 UNLSS NOT OTHRWIS. RINFORING RS NHOR IN ONRT SHLL IN ORN WITH STM 65 GR 60 UNLSS NOT OTHRWIS. INSTLL LL HSIV NHORS IN TH IMTR HOL SPIFI Y TH MNUFTURR, RILL WITH HMMR RILL, THOROUGHLY LN, N UNR TMPRTUR N MOISTUR ONITIONS SPIFI Y TH MNUFTURR. MISLLNOUS O NOT SL PLNS FOR TH PURPOS OF STLISHING IMNSIONS. TILS LL "TYPIL" R INTN TO RPRSNT ONITION THT OURS T SVRL LOTIONS IN TH PLNS WHTHR OR NOT TH TIL WS RFRN. TH STRUTURL PLNS RPRSNT TH STRUTUR IN TH OMPLT ONITION. IT IS TH ONTRTOR'S RSPONSIILITY FOR TH MNS N MTHOS OF ONSTRUTING TH STRUTUR. TH ONTRTOR SHLL SIGN N PROVI LL TMPORRY SHORING OR RING RQUIR TO SFLY ONSTRUT TH STRUTUR N PRVNT MG TO TH STRUTUR URING ONSTRUTION. SLS ON GR N LVT SLS R NOT SIGN TO SUPPORT RNS, FORKLIFTS, MNLIFTS, OR TRUK TRFFI UNLSS NOT S SUH. IT IS TH ONTRTOR'S RSPONSIILITY TO TRMIN IF ONSTRUTION QUIPMNT N SFLY OPRT ON SLS ON GR N LVT SLS N TO RPIR NY MG SUH QUIPMNT MY US. TH ONTRTOR SHLL RSPONSIL FOR TTHING NON-STRUTURL LMNTS TO TH STRUTUR TO RSIST LL LOS INLUING SISMI FORS IN WY THT OS NOT OVRSTRSS STRUTURL MMRS. NON-STRUTURL LMNTS N FOUN IN TH RHITTURL, LTRIL, OR MHNIL PLNS. STRUTURL WOO LL WOO STRUTURS HV N SIGN IN ORN WITH TH UILING O N TH LTST ITION OF TH NTIONL SIGN SPIFITION FOR WOO ONSTRUTION (NS). MNUFTUR WOO PROUTS SHLL Y TRUS-JOIST MMILLN UNLSS NOT OTHRWIS. PROVI JOIST UPLIFT RIGING IN ORN WITH TH JOIST MNUFTURR'S ROMMNTIONS FOR 5 PSF UPLIFT LO. LTRNT MNUFTUR WOO PROUTS SHLL PPROV, PRIOR TO INSTLLTION, Y TH NGINR OF ROR. LTRNT MNUFTUR WOO PROUTS SHLL MT OR X TH LLOWL STRSSS N LOING TLS OF TRUS-JOIST MMILLN. T TH ONTRTOR'S OPTION, PRLLMS (PSL) MY SUSTITUT FOR TH MMRS NOT S TIMRSTRN (LSL), OR MIROLM (LVL). LL MMRS SHLL SURF RY N HV MXIMUM MOISTUR ONTNT OF 9%. STRSS INRS SHLL IN ORN WITH TH LTST ITION OF TH NS. ROOF SHTHING SHLL 9/" P RT PLYWOO OR ORINT STRN OR, /6 SPN RTING, XPOSUR, LI IN ONTROLL RNOM STGGR PTTRN, WITH G LIPS OR SOLI LOKING TWN SUPPORTS, LONG PNL IMNSION PRPNIULR TO TH FRMING MMRS, N ONTINUOUS OVR MINIMUM OF THR SUPPORTS. LLOW FOR /8" GP T LL PNL G N N JOINTS UNLSS OTHRWIS ROMMN Y MNUFTURR. SHR WLL SHTHING SHLL 5/" P RT PLYWOO OR ORINT STRN OR, XPOSUR. PROVI SOLI LOKING T LL PNL GS IN SHR WLLS. LLOW FOR /8" GP T LL PNL G N N JOINTS UNLSS OTHRWIS ROMMN Y MNUFTURR. PROVI NHOR OLTS N HOL-OWNS FOR NHORG OF SHR WLL TO FOUNTION S INIT ON PLNS, TILS, N SHULS. FLOOR SHTHING SHLL /" P RT STUR-I-FLOOR, 8/ SPN RTING, XPOSUR, TONGU N GROOV. FLOOR SHTHING SHLL INSTLL IN STGGR PTTRN WITH TH LONG PNL IMNSION PRPNIULR TO TH FRMING MMRS N ONTINUOUS OVR MINIMUM OF THR SUPPORTS. LL WOO PROUTS IN IRT ONTT WITH ONRT OR MSONRY SHLL PRSSUR TRT ONNTIONS SHLL MT TH FOLLOWING RQUIRMNTS: LL NHOR OLTS RQUIR " X " SQUR PLT WSHRS INSTLL TWN TH H OR NUT N TH WOO MMR. LL OLTS SHLL STM. WSHRS WITH N OUTSI IMTR QUL TO T LST TWI TH OLT IMTR R RQUIR TWN TH OLT H OR NUT N TH WOO SURF. WOO MMRS SHLL ONNT TOGTHR USING TH FOLLOWING NILING SHUL, UNLSS NOT OTHRWIS. NO STPLS R LLOW UNLSS NOT OTHRWIS. LOTION NILING TOP PLT TO STU, N-NIL -6d SOL PLT TO STU, N-NIL -6d UILT-UP STUS PR NS ST RF. TIL OUL TOP PLT 6" O.. OUL TOP PLT SPLI 8-6d OUL HRS W/ /"SPR 6" O.. LONG H G FOR ITIONL MINIMUM FSTNRS RFR TO: TL 0.9. IN TH 009 I NHORS TO FOUNTION SHLL 5/8" I., WITHIN " OF H N, N 8" O.. TWN, MXIMUM. LL ONNTIONS R S ON USING OMMON NILS. NY SUSTITUTION OF OX, SINKR, RING SHNK, FINISH, SIING, PLYWOO, SING, STPLS, T. SHLL PPROV IN VN Y TH NGINR. LL NILS SHLL ONFORM TO TH FOLLOWING MINIMUM STNRS: SIZ LNGTH I. H 6d " 0.099" FULL ROUN H 8d /" 0." FULL ROUN H 0d " 0.9" FULL ROUN H d /" 0.9" FULL ROUN H 6d /" 0." FULL ROUN H 0d " 0.5" FULL ROUN H 0d /" 0." FULL ROUN H NIL ROOF SHTHING WITH 0d OMMON NILS T 6" O.. LONG PNL GS N T " O.. T INTRMIT SUPPORTS, U.N.O. NIL WLL SHTHING WITH 8d OMMON NILS T 6" O.. LONG PNL GS N T " O.. T INTRMIT SUPPORTS, UNLSS NOT OTHRWIS IN SHR WLL. NIL SHR WLL SHTHING PR SHR WLL SHUL. RF. PLN FOR SHR WLL LOTIONS. NIL FLOOR SHTHING WITH 0d OMMON NILS OR #0 SRWS T 6" O.. LONG PNL GS N T " O.. T INTRMIT SUPPORTS. GLU FLOOR PNLS TO H SUPPORT WITH ONTINUOUS OF ONSTRUTION HSIV MTING TH RQUIRMNTS OF P FG-0 OR STM 98. PPLY HSIV PR TH MNUFTURR'S ROMMNTIONS. LL MNUFTUR ONNTORS SHLL Y SIMPSON STRONG-TI OMPNY, IN., OR PPROV QUL, N ONNT WITH TH FSTNRS SPIFI Y TH MNUFTURR. FSTN MULTIPL MNUFTUR WOO MMRS TOGTHR IN ORN WITH TH MNUFTURR'S ROMMNTIONS. PROVI RIGING T 8'-0" O.. MXIMUM FOR JOISTS N RFTRS USING SOLI LOKING, UNLSS RIGI ILING IS FSTN IRTLY INTO TH JOIST OR RFTR. STGGR SPLIS OF OUL TOP PLTS '-0" MINIMUM. STRUTURL TSTS, INSPTIONS, N QULITY SSURN LL STRUTURL TSTS N INSPTIONS SHLL PRFORM PR HPTR 7 OF TH UILING O WITH LOL SUPPLMNTS, UNLSS MOR STRINGNT RQUIRMNTS R SPIFI. rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S00 GNRL NOTS

2 Z:\0_STUIO 80_OHWKS\.00 - Working rawings\.0 - Working Models\. - Revit Models (.rvt)\s-entral File\0_cohawks_entral File_Structure_.rvt /5/0 :8:56 PM PRPT 0' - " 0' - " ILING ILING 7' - 0" 7' - 0" FLOOR FLOOR 9' - " 9' - " FLOOR FLOOR S PLT NHOR OLTS FOOTING LxWxT RINFORING TOP LV. -, - -, -, F-, G-, H-.5, H-, I-.5, I-, J-, K-.-,.- F-, G-, H-, I-, J-, K- L-.5, 5L- PL /"x8"x8" - 5/8" IMTR " IMTR x '-" THIKNSS 8 6" O.. T " HSS xx/ 0' - " PL /"x8"x8" - 5/8" IMTR HSS xx/ " SQ. x '-" THIKNSS 6" O.. H WY T+ -0-0" 0' - " PL /"x7"x7" - /" IMTR "x6" ONTINUOUS FOOTING - # ONTINUOUS (T + ) -0'-0". F G H I J 8' - 0" ' - " 0' - 0 /" S0 S0 olumn OLUMN Locations MRK ' - 0" TYP. S0 " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. ON VPOR RRIR ON " RUSH ROK T.O. SL L = 0'-0" S0 - FOUNTION - SL PLN /" = '-0" OLUMN SHUL /" = '-0" 0' - 8" 0' - 6" 0' - 6" S0 S0 0' - 8" HSS xx/ 0' - " ' - 0" TYP. PL /"x7"x7" - /" IMTR '-0" SQ. x 0" THIKN SL - 6" O..H WY 0'-0" ' - 0" TYP. HSS xx/ 0' - " S0 S0 HSS 6xx/ PL /"x6"x8" - /" IMTR "x6" ONTINUOUS FOOTING - # ONTINUOUS (T + ) -0'-0" 0' - " 0' - 8" 0' - 8" PRPT 0' - 8" " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. ON " INSULTION ON VPOR RRIR ON " RUSH ROK T.O. SL L = 0'-0" S0 K S0 L 0' - 7 /" ' - 8" 5' - 0" 5' - 0" rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. FOUNTION PLN S0

3 /5/0 :8:59 PM XTRIOR 0' - 7 /" INTRIOR INTRIOR rchitecture + esign 65 Jayhawk oulevard Z:\0_STUIO 80_OHWKS\.00 - Working rawings\.0 - Working Models\. - Revit Models (.rvt)\s-entral File\0_cohawks_entral File_Structure_.rvt /" OS SHTHING 5/8" THR RO M MIN. 8" o.c. MX. LUMINUM FLSHING ' - " " ONRT SIWLK " RUSH ROK "x0" XPS /" GYPSUM TOPPING " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. " XPS S0 6-MIL VPOR RRIR " RUSH ROK ' - " INTRIOR 0' - /" 0' - /" 0' - " 0' - " 0' - " 0' - " 0' - " 0' - " 0' - " 0' - 5 /" 0' - " 0' - " XTRIOR 9-/" PWI-0 6" o.c. -/"x9-/" LVL, ONT. "X0" TRT SILL /" GYPSUM TOPPING FLOOR " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. " XPS 6-MIL VPOR RRIR " RUSH ROK /" OS SHTHING 9-/" PWI-90 6" o.c. 5/8"x0" THR RO M MIN. " # " o.c. # " o.c., # ONTINUOUS (T & ).O. FOOTING -' - 0" S0 /" = '-0" S0 /" = '-0" S0 STION - PO & ST/WST FOOTING STION - PO & NORTH FOOTING -/"x9-/" LVL "X0" TRT SILL LUMINUM FLSHING FLOOR " ONRT SIWLK " RUSH ROK # " o.c. # " o.c., # ONTINUOUS (T & ).O. FOOTING -' - 0" /" GYPSUM TOPPING " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. " XPS 6-MIL VPOR RRIR " RUSH ROK S0 /" = '-0" S0 /" = '-0" ' - " 0' - " INTRIOR ' - 0" SQ. 0' - " 0' - " 0' - 8" 0' - " 0' - " XTRIOR "x"x/" HSS OLUMN /"x7"x7" STL S PLT /" THR ROS M MIN " " NON-SHRINK GROUT N LVLING NUT/WSHR /" GYPSUM TOPPING " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. FLOOR " XPS 6-MIL VPOR RRIR " RUSH ROK, # 6" o.c., # 6" o.c. "x"x/" HSS OLUMN /" THR RO M MIN. " /"x7"x7" STL S PLT " NON-SHRINK GROUT N LVLING NUT/WSHR LUMINUM FLSHING " XPS FLOOR " ONRT SIWLK " RUSH ROK # " o.c. # " o.c., # ONTINUOUS (T & ).O. FOOTING -' - 0" S0 S0 STION - PO & INTRIOR FOOTING STION - PO & SOUTH FOOTING rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. FOUNTION TILS S0

4 /5/0 :9:0 PM. rchitecture + esign Z:\0_STUIO 80_OHWKS\.00 - Working rawings\.0 - Working Models\. - Revit Models (.rvt)\s-entral File\0_cohawks_entral File_Structure_.rvt "x"x/" HSS OLUMN 5/8"x0" THR RO M MIN. " /"x8"x8" S PLT " NON-SHRINK GROUT " FIR RINFOR ONRT SL WITH 6" x 6" - W.9xW.9 W.W.F. " RUSH ROK ' - " XTRIOR, # (7") T &, # 6" o.c., 6" o.c. (T & ) /" THR RO M MIN. " /"x6"x8" STL S PLT " NON-SHRINK GROUT N LVLING NUT/WSHR /" GYPSUM TOPPING " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. " XPS S0 6"x" HSS OLUMN 6-MIL VPOR RRIR " RUSH ROK ' - " 0' - /" INTRIOR 0' - " 0' - " 0' - " 0' - " 0' - " 0' - " 0' - " 0' - " L 0' - 7 /" 0' - " 0' - " INTRIOR "X"/ HSS OLUMN /" THR RO M MIN. " /"x7"x7" S PLT " NON-SHRINK GROUT N LVLING NUT/WSHR /" GYPSUM TOPPING XTRIOR FLOOR " ONRT SL WITH 6"x6" - W.9 x W.9 x W.W.F. " XPS 6-MIL VPOR RRIR " RUSH ROK # " o.c. # " o.c., # ONTINUOUS (T & ).O. FOOTING -' - 0" S0 /" = '-0" S0 /" = '-0" S0 STION - PO TO PO ONNTION STION - PO SHOWROOM NTRN FLOOR " ONRT RIVWY " RUSH ROK "x0" XPS # " o.c. # " o.c., # ONTINUOUS (T & ).O. FOOTING -' - 0" ' - " NON-SHRINK GROUT N LVLING NUT/WSHR " RUSH ROK 0' - " " FIR RINFOR ONRT SL WITH 6"x6" - W.9xW.9 W.W.F. 6-MIL VPOR RRIR S0 /" = '-0" S0 /" = '-0" ' - " 0' - " 0' - " XTRIOR ' - 0" 0' - " 0' - " XTRIOR ' - 0" "x"x/" HSS OLUMN /"x8"x8" STL S PLT " NON-SHRINK GROUT N LVLING NUT/WSHR 5/8" THR RO M IN FOOTING MIN. " " FIR RINFOR ONRT SL WITH 6"x6" - W.9 x W.9 W.W.F. FLOOR 6-MIL VPOR RRIR " RUSH ROK 8, # 6" o.c. (T & ).O. FOOTING -' - 0" "x"x/" HSS OLUMN "x"x/8" STL TU SURITY FN 5/8" THR RO M INTO PIR MIN. " /"x8"x8" STL S PLT FLOOR " ONRT SIWLK S0 S0 STION - PO INTRIOR FOOTING STION - PO PRIMTR FOOTING " RUSH ROK 6" o.c..o. FOOTING -' - 0" 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. FOUNTION TILS S0

5 /5/0 :9:05 PM 8' - 0" ' - 8" Sim ' - 0". rchitecture + esign 65 Jayhawk oulevard S0 ' - 0" HSSxx/ M.5 Z:\0_STUIO 80_OHWKS\.00 - Working rawings\.0 - Working Models\. - Revit Models (.rvt)\s-entral File\0_cohawks_entral File_Structure_.rvt 7' - " 8' - 6" ' - " Sim S0 S0 S0 S0 S0 S0 Sim 5 S0 HSSxx/ OLUMN S0 S0 S0 FRMING PLN /" = '-0" LVTION /" = '-0" STL GRTING ' - 0" HSS6xx/ M HSSxx/ M L xx/8 RING HSSxx/ OLUMN.5.5 0' - " /6" WL TYP. NS & FS xx/ L NGL HSS xx/ M 5 /" IMTR OLT L xx/8 R /xx6" PLT HSS xx/ HSSxx/ OLUMN L x6x/ WL TO M 5 5/8" OLT Lxx/8 RING 5 /" IMTR OLT xx/" SPR PLT S0 S0 S0 S0 S0 S0 ONNTION TIL /" = '-0" ROSS RING /" = '-0" RING TIL /" = '-0" rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S0 STL FRMING - PO

6 I:\0_cohawks_entral File_Structure plotset.rvt /5/0 ::9 M 5 6 S0 S0N S0 S0 0' - 8 /" 0' - " S0 S0N 0' - 8 /" 0' - /" 0' - " 0' - /" 0' - 8" WL ONNTION HSSxx/ OLUMN HSSXX/ M LXX/6 NOTH ORNR TYP. /" = '-0" ORNR TYP. /" = '-0" INTRIOR OLUMN /" = '-0" HSSxX/ M HSSxx/ OLUMN WL ONNTION HSSxX/ M LXX/6 - /"x9 /" LVL TOP MOUNT SIMPSON JOIST HNGR /" PLT SL WL TO OLUMN HSSxx/ / PLT SL WITH - /" IMTR OLTS SIMPSON JOIST HNGR - /"x9 /" LVL M HSSxx/ OLUMN INTRIOR OLUMN STION /" = '-0" HSS 6xx/ /" PLT WLL STU YON x LOKING HSS 6xx/ /"x 9 /" LVL /6" WL L xx/6 HSS 6xx/ HSSXX/ M HSSxx/ OLUMN WL ONNTION LXX/6 9 /" PWI 0 STU /"x9 /" LVL SILL PLT LXX/6 HSSXX/ M /"x9 /" LVL HSSxx/ OLUMN 8' - 0" /" IMTR RO S0 S0 S0 S0N SOUTH WLL OLUMN TYP. /" = '-0" SOUTH WLL STION TYP. /" = '-0" NOPY TIL /" = '-0" escription /" PLT HSS xx/ HSS xx/ OLUMNS olumn Length Location Mark HSS xx/ 8' - /" F- HSS xx/ 8' - /" G- HSS xx/ 8' - /" H- HSS xx/ 8' - /" I- HSS xx/ 8' - /" J- HSS xx/ 8' - /" K- HSS xx/ 5' - 8 /" - HSS xx/ 5' - 8 /" - HSS xx/ 5' - 8 /" - HSS xx/ 5' - 8 /" - HSS xx/ 6' - 8" - HSS xx/ 6' - 8" - HSS xx/ 6' - 8" F- HSS xx/ 6' - 8" G- HSS xx/ 6' - 8" H-.5 HSS xx/ 6' - 8" H- HSS xx/ 6' - 8" I-.5 HSS xx/ 6' - 8" I- HSS xx/ 6' - 8" J- HSS xx/ 6' - 8" K- HSS xx/ 6' - 8" L- HSS xx/ 9' - 0 /" (-)- HSS xx/ 9' - 0 /" (-)- HSS xx/ 9' - 0 /" (-)- HSS xx/ 9' - 0 /" (-)- HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /" - HSS xx/ 9' - 0 /".- HSS xx/ 9' - 0 /".- HSS 6xx/ 6' - 8" L-.5 HSS 6xx/ 6' - 8" L- HSS 6xx/ 6' - 8" L-.5 HSS 6xx/ 6' - 8" L-.5 omments HORIZONTL MMRS escription Length omments HSSxx/ HSSxx/ 7' - " HSSxx/ 7' - " HSSxx/ 7' - 0" HSSxx/ 6' - 9" HSSxx/ 7' - " HSSxx/ 7' - 0" HSSxx/ 0' - " HSSxx/ 0' - " HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ 9' - " HSSxx/ 9' - 0" HSSxx/ 9' - 6" HSSxx/ 9' - 0" HSSxx/ 5' - 7" HSSxx/ 5' - " HSSxx/ 0' - " HSSxx/ 5' - " HSSxx/ 9' - " HSSxx/ ' - " HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ 9' - " HSSxx/ HSSxx/ HSSxx/ HSSxx/ 9' - " HSSxx/ HSSxx/ HSSxx/ HSSxx/ 8' - 8" HSSxx/ 8' - 8" HSSxx/ 9' - " HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ 8' - 0" HSSxx/ 8' - 0" HSSxx/ HSSxx/ HSS6xx/ ' - 7" HSS6xx/ 9' - 8" HSS6xx/ HSS6xx/ HSS6xx/ HSS6xx/ HSS6xx/ HSS6xx/ 9' - 0" HSS6xx/ HSS6xx/ ROSS RING escription Length omments Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 0' - 7" Lxx/8 0' - 7" Lxx/8 ' - " Lxx/8 ' - " Lxx/8 ' - " Lxx/8 ' - " Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 6" Lxx/8 ' - " Lxx/8 ' - 8" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 6" Lxx/8 ' - " Lxx/8 ' - 8" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" Lxx/8 ' - " Lxx/8 ' - 5" STL PLT S PLT INTRIOR 7x7x/ 7 S PLT INTRIOR 6x8x/ S PLT XTRIOR 8x8x/ 8 R GUSST x6x/ 0 OLUMN SL / PLT 7 OLUMN SL / PLT 8 ORNR SL / PLT 6 rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S0 STL FRMING-TILS

7 I:\0_cohawks_entral File_Structure plotset.rvt /5/0 :: M S0 S0 S0 S0 FLOOR FRMING PLN /" = '-0" ROOF FRMING PLN /" = '-0" XTRIOR STL STRUTUR. S0 F S0 G S0 S0 H 0' - 5 /" 5' - 0 /8" 5' - /8" - 0' - 7/8" OPN TO LOW OPN TO LOW 9 /" RIM OR 9 /" PWI 6" O.. S0 S0 5 I S0 HSSxx/ 9 /" PWI 0 STU x LOKING TWN JOISTS S0 9 /" LVL STU J S0 ' - 0 /8" - /"x9 /" LVL OPN TO LOW ' - " 8' - 9" ' - ". F G H I J 7' - " 5' - 0" 5' - 0" 6" RIM OR ' - " 8' - 9" ' - " S0 Sim K K ' - 5 /8" 7' - /8" 0' - /" 0' - 5 /" --- OPN TO LOW S0 9' - 8" 0' - 0 /" Q 6" PWI 6" 0.. Q 5/8" OS ROOF SHTHING TTH TO FRMING & LOKING W/ 0d 6"O S0 5' - 0" 5' - 0" ' - " L L ' - 5" ' - 0" 0' - 8" 0' - 6 7/8" rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S0 FRMING PLNS

8 I:\0_cohawks_entral File_Structure plotset.rvt /5/0 :: M 0' - 5 /" 8' - 5 /". F G H I J 0' - 7 /" 0' - 7 /" S0 S0 S0 S0 FRMING - NORTH WLL /" = '-0" FRMING- SOUTH WLL /" = '-0" K L SIMPSON H5 HOL-OWN L /"x9 /" LVL T SHRWLL OUNRY /" OS NS&FS TTH TO FRMING & LOKING W/ 0d 6" O rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S0 WLL FRMING LVTIONS

9 I:\0_cohawks_entral File_Structure plotset.rvt /5/0 :: M SIMPSON H9 HOL-OWN TRIPL LVL STU T OUNRY /" OS NS&FS TTH TO FRMING & LOKING W/ 0d NILS T " O.. SIMPSON H9 HOL-OWN ' - " TRIPL LVL STU T OUNRY /" OS NS&FS TTH TO FRMING & LOKING W/ 0d NILS T " O.. 7' - 7" S0 S0.5.5 HSS xx/ ' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" S0 WST WLL /" = '-0" ST WLL HSS 6xx/ ' - " 0' - 8 /8" ' - 0 /8" ' - 8 /" ' - /" 7' - 0" 9' - 8 5/8" 0' - 0 /8" ' - " 5 S0 /" = '-0" S0 /" = '-0" S0 /" = '-0" ' - " S0 S0 S0 5' - 6 7/8" 5' - 6 7/8".5 WST WLL NOTH /" = '-0" ST WLL NOTH S0 I H SOUTH WLL NOTH rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S0 WLL FRMING LVTIONS

10 I:\0_cohawks_entral File_Structure plotset.rvt /5/0 :: M S0 5/8" OS SHTHING 6" LVL RIM OR 6" LVL LOKING TWN JOISTS 6" PWI 90 SIMPSON H.5 LIP - /"x9 /" LVL /" PLT SL WL TO OLUMN /"x9 /" LVL TOP PLT 9 /" PWI 0 6" O.. /"x9 /" LVL HSSXX/ M LXX/6 SOUTH WLL STION /"x9 /" LVL X LOKING HSSXX/ YON 5/8" OS SHTHING 6" PWI 90 JOIST /" PLYWOO GLU & SRW TO FRMING 9 /" PWI 6" O.. - /"x9 /" LVL SIMPSON JOIST HNGR HSSxx/ YON 5/8" OS 6" RIM OR 6" PWI 90 JOIST SIMPSON H.5 LIP - /"x9 /" LVL L TOP PLT 9 /" PWI 0 6" O.. /"x9 /" LVL SILL PLT 9 /" RIM OR 9 /" PWI 0 6" O.. SIMPSON H.5 LIP - /"x9 /" LVL L TOP PLT 9 /" PWI 0 6" O.. 5/8" IMTR NHOR OLTS 8" O.. 9 /" LVL SILL PLT x0 TRT SILL PLT FOOTING S FOUNTION S0 INTRIOR OLUMN S0N /" = '-0" S0 /" = '-0" S0 /" = '-0" S0 NORTH WLL rchitecture + esign 65 Jayhawk oulevard rchitect of Record Rockhill + ssociates 56 ast 50 Road p Structual ngineer artlett & West 5 olumbia r. MP ngineer artlett & West 00 SW xecutive r. ngineering Research + Teaching rawn: ate: opyright uthor 05 ecker rive, Lawrence, KS ecker r. S0 WOO FRMING WLL STIONS

7'-10" 16'-0" 24'-0" 18'-0" 12'-0" 6'-0" DECK 12' X 36' 3'-10" 4'-11" 4'-10" 6'-7" 3'-10" 9'-0" 9'-0" 42" REFR. KITCHEN 42 X 108 ISLAND.

7'-10 16'-0 24'-0 18'-0 12'-0 6'-0 DECK 12' X 36' 3'-10 4'-11 4'-10 6'-7 3'-10 9'-0 9'-0 42 REFR. KITCHEN 42 X 108 ISLAND. 0'-0" '-0" '-0" '-0" '-0" '-0" K ' X ' '-0" '-" '-0" '-" '-0" 9'-0" 9'-0" '-0" '-0" 0'-0" '-0" '- /" '-0" '-0" '-0" '- /" '-" '- /" 5 /" '- /" /" '-" 5 /" #rgi #LayI 0" FIRPL '-" /" '- /" /" '-" /" '-