LONG LEG BACK TO BACK AB ANCHOR BOLT A/E ARCHITECT/ENGINEER DEAD LOAD LONG LEG HORIZONTAL ABAN ABANDON DOUG FIR DOUGLAS FIR ABBRV ABBREVIATION

Size: px
Start display at page:

Download "LONG LEG BACK TO BACK AB ANCHOR BOLT A/E ARCHITECT/ENGINEER DEAD LOAD LONG LEG HORIZONTAL ABAN ABANDON DOUG FIR DOUGLAS FIR ABBRV ABBREVIATION"

Transcription

1 STRUTURL GRPHI SMOLS RVITIONS RVITIONS RVITIONS RVITIONS / RHITT/NGINR L LO LL LONG LG K TO K STI STINR NHOR OLT O OUMNT LLH LONG LG HORIZONTL STIR STIRRUP N NON OUG IR OUGLS IR LLV LONG LG VRTIL STL STL RWING TITL SMOL RV RVITION SGN SIGN LONG LONGITUINL STL LNTL STL LINTL RWING TITL STION NUMR SPHLTI ONRT WG RWING LT G LIGHT GG STL JST STL JOIST I MRIN ONRT INSTITUT WL/WLS OWLS LT WT LIGHT WIGHT STL PL STL PLT 3 P SPHLTI ONRT PVING ST, MOULUS O LSTIIT LVR LOUVR STL R K STL ROO K R ROSS H LW LIGHTWIGHT ONRT STR STRINGRS RWING TITL ST OUSTI H N M MOMNT STRUT STRUTURL J7 SL: 3/4"='-0" R RIN H MINT MINTNN SU SUSTITUT SHT STION IS RWN ON 0 4' 8' 6' MRINS WITH ISILITIS T IS XTRIOR INSULTION N INISH SSTM MTL MTRIL SU SUIINT L ITIONL J XPNSION JOINT MX MXIMUM SUP SUPPLMNTR M NUM L LVTION M MHIN OLT SUPPL SUPPLMNT J JNT/JOINING LST LSTOMRI M MOMNT ONNTION SM SMOL GRPHI R SL MIN MINISTRTION L LTRI MJ MSONR ONTROL JOINT SMM SMMTRIL OV INISH LOOR LM LMNTR M MTL K SS SSTM 5 LVTION NUMR RWING SL G OV INISH GR LV LVTOR M MHNIL NGINR T TR S OV INISH SL M M/MMNT MH MHNIL T& TOP N OTTOM S-20 RWING NUMR GGR GGRGT NL NLOSUR MZZ MZZNIN T&G TONGU N GROOV HR NHOR NGR NGINR MR MNUTURR TN TNGNT SHT LVTION IS RWN ON I MRIN INSTITUT O RHITTS OS G O SL MI MIL T THRU OLT GRPHI R SL SMOL IS MRIN INSTITUT O STL ONSTRUTION P NVIRONMNTL PROTTION GN MIN MINIMUM TMP TMPORR ISI MRIN IRON N STL INSTITUT Q QUL MIS MISLLNOUS TH THR 0 4' 8' 6' IT MRIN INSTITUT O TIMR ONSTRUTION QUIP QUIPMNT ML MIRO-LMINT THK THIKNSS LNMT LIGNMNT QUIV QUIVLNT ML MONOLITHI THRU THROUGH LT LTRNT, LTRNTIV SL SLTOR MO MSONR OPNING TJI TRUSS JOIST INSTITUT LUM LUMINUM SMT SMNT MS MHIN SRW TO TOP O MT MOUNT ST STIMT MSL MN S LVL TO TOP O M 4 LVTION NUMR NSI MRIN NTIONL STNRS INSTITUT T T TR MTL MTL TO TOP O ONRT S-203 STRUTURL GRI RRN SMOL P MRIN PLWOO SSOITION W H W N NORTH TO TG TOP O ONRT OOTING PP PPROV X XMPL N NOT PPLIL TO WLL TOP O ONRT WLL PPROX PPROXIMT X XVT N NR TO TOP O OOTING SHT LVTION IS RWN ON PPX PPNIX XL XLU NI NOT IN ONTRT TOG TOP O GRT 2 STRUTURL GRI INITOR R S RQUIR XIST XISTING NM NW MXIO TOJ TOP O JOIST RH RHITT XP XPNSION NO NUMR TOL TOLRN S MRIN SOIT O IVIL NGINRS XT XTRIOR NOM NOMINL TOM TOP O MSONR SPH SPHLT / TO NS NR SI TOP TOP O PRPT SI RHITT'S SUPPLMNTL INSTRUTIONS RI NTS NOT TO SL TOS TOP O SL TIL NUMR SSN SSOITION IL ILIT O/O OUT TO OUT TOS TOP O STL STM MRIN SOIT OR TSTING N MTRILS LT R O OVRLL TOW TOP O WLL TH TTHMNT LOOR RIN O ON NTR TRNS TRNSVRS TTN TTNTION TN OUNTION O OUTSI IMTR TRNKL TURNUKL WS MRIN WLING SOIT R O OUTSI TP TPIL R TO Z ZIMUTH L INISH LOOR LVTION OS OUTSI O STU U UNIORM UILING O STRUTURL GRI LIN & LL N LNG IN GR INISH GR OPH OPPOSIT HN UNO UNLSS NOT OTHRWIS TIL L LN H LT H OPNG OPNING VR VRIS 4 / K TO K IN INISH OPP OPPOSIT VRT VRTIL S-32 OTTOM HOR IN LR INISH LOOR OPT OPTIONL VI VRI IN IL OR LG LNG OR OUTSI RIUS VNR VNR SHT TIL IS RWN ON R OUNR LR LOOR PR PRLLL, PRPT VR VPOR RTRR RVISION INITOR SMOL V VL LR SK LOOR SINK PRT PRTIL VR VRI LOW INISH LOOR O O ONRT P PI, PORTLN MNT W WST, WI KG KING O O INISH P PRST ONRT W/ WITH KG KGROUN OM O MSONR P POUNS PR UI OOT W/O WITHOUT RVISION R L UIL OS O SL PI PRST/PRSTRSS ONRT WL WOO LOKING LG UILING OS O STU INSTITUT W WOO LK LOK/LOKING OW O WLL P PSTL W WI LNG LT UILT R RM PN PNTRT W M WI LNG M 4 S-32 TIL NUMR RVISION NUMR SMOL LV M OULVR M RMG STNR RMING STNR PRIM PH PRIMTR PHS WL WM WIN LO WIR MSH LW O LOW OTTOM O S T R SI OOT / T PRP PIL PRPNIULR PILSTR WL WP WL WTRPROOING SHT TIL IS RWN ON S PLT MRK SMOL OS OTTOM O STL T/L OOT/POUN PL PLT WST WINSOT OT OTTOM T/L OOT/POUN OR PLT PLTORM WT WIGHT PL S PLT TG OOTING PLG PLUMING WW WL WIR RI S PLT MRK RG RING UT UTUR PL POUNS PR LINR OOT WWM WL WIR MSH RG RIGING G GIRR PLM PRLLM X R ROSS RING RG RING G GG PLW PLWOO XXH OUL XTR HV RG PL RING PLT GLV GLVNIZ POS POSITION R SPOT OOTING MRK SMOL S OTH SIS GLV STL GLVNIZ STL PP PNL POINT SMT SMNT GR M GR M PRST PRST T WL UTT WL G GNRL ONTRTOR PR PRRIT SPOT OOTING MRK TWN TWN GN GNRL PRLIM PRLIMINR P S PLT MRK HNNL GLU LM GLU LMINT WOO PRV PRVIOUS / NTR TO NTR GLZ GLZING PS POUNS PR SQUR OOT M MR GOVT GOVRNMNT PSI POUNS PR SQUR INH N NOP GRTG GRTING PT POST-TNSION ONSTRUTION OUMNTS, GT GROUT PT ON POST-TNSION ONRT ONTRT OUMNTS H HIGH PTN PRTITION ONTINUOUS OOTING MRK SMOL M MNT HS H NHOR STU PVG PVING ONTINUOUS OOTING MRK HR HMR H HOLLOW-OR QT QUNTIT HK HK/HKR HP HNIPP QU QURNT I ST IRON H HV UT R RIUS, RISR IP ST-IN-PL HGR HNGR R RINOR ONRT J ONSTRUTION JOINT HLN HOLOWN R RO, ROO RIN WLL MRK SMOL J ONTRTION JOINT HORIZ HORIZONTL R RSS J ONTROL JOINT HS HIGH STRNGTH R RRN WLL MRK SRIPTION L NTR LIN HSKPG HOUSKPING RIN RINOR/RINORMNT LG ILING HSS HOLLOW STRUTURL STIONS RPL RPL IN LR L= LR LR HST HOIST RQ RQUIR 00'-0" cm NTIMTR HT HIGHT RQ RQUIR LVTION MU ONRT MSONR UNIT I INTRNTIONL UILING O RV RVISION O OMPN I INSI IMTR RG INS RIGI INSULTION O IT O LUQURQU I INSI RI RQUST OR INORMTION OL OLUMN IS INSI O STU RN ROUN OM OMMON IN INH RO ROUGH OPNING ON ONRT INL INLU RT RIGHT ONN ONNTION INO INORMTION RVL RVL ONSTR ONSTRUTION IN-L INH-POUN S SOUTH ONT ONTINUOUS, ONTINU IN-L INH-POUN OR SHM SHMTI ONTR ONTRTOR INSTL INSTLL SH SHUL OOR OORINT INSUL INSULTION S SHOP RWINGS RSI ONRT RINORING STL INSTITUT INT INTRIOR SI STL K INSTITUT STRUTURL MTRILS LGN SI ONSTRUTION SPIITIONS INSTITUT IR INSI RIUS SL SL TR NTR k KIP S STRUTURL NGINR TRL ONTROL K THOUSN ST STION STL OMPT RTH U UI K KN R S SQUR T (OOT) U UI R KJ K ONTROL JOINT SHT SHT, SHT PLWOO (IN STION) P, PTH KIP THOUSN POUNS SHTHG SHTHING - SIGN-UIL KIP T THOUSN OOT/POUNS SIM SIMILR T TUM KL KIPS PR LINL OOT SJI STL JOIST INSTITUT ST-IN-PL ONRT L OUL KO KNOK OUT SLNT SLNT G GR KOP KNOK OUT PNL SM SMOOTH OMPT RTH RIGI INSULTION L LT KS KIPS PR SQUR OOT SP SUMP PIT MO MOLITION KSI KIPS PR SQUR INH SP SP/SPS T TIL L NGL SP SPIITION V VLOPMNT LM LMINT SPRT SUPPORT LIGHTWIGHT ONRT TG RTING LTL LTRL SQ SQUR MSONR GROUT I IMTR L POUN-OR SQ IN SQUR INH GLULM IG IGONL LR LUMR SQ SQUR R I IRN, IRNTIL LS POUN SSP STRUTURL STL PINTING OUNIL IM IMNSION L RG LO RING ST STIRS PRST ONRT IST ISTN L LINR T (OOT) STG STGGR IV IVI LIN LINR ST STNR J OUL JOIST LL LIV LO STION ROSS-RRN SMOL XTRIOR LVTION ROSS-RRN SMOL INTRIOR LVTION ROSS-RRN SMOL PLN TIL ROSS-RRN SMOL TIL ROSS-RRN SMOL NORTH RROW SMOL KNOT SMOL LVTION TRGT SMOL UNI, NW MXIO rawn by: hecked by: escription UNI 6 PRTMNTS RVITIONS N LGN S-00 0 UGUST 205 LZ GH

2 GNRL STRUTURL NOTS GNRL STRUTURL NOTS GNRL STRUTURL NOTS GNRL STRUTURL NOTS OUNTION NOTS GNRL: SUSUR SOIL INVSTIGTION HS N M TRRON, PROJT NO RPORT O THT INVSTIGTION T PRIL 24, 205 IS VILL OR VIWING IN TH PROJT MNUL. OS N MNULS: I-09 INTRNTIONL UILING O 2009 S/SI 7-05 MINIMUM SIGN LOS OR UILINGS N OTHR STRUTURS I UILING O RQUIRMNTS OR STRUTURL ONRT I UILING O RQUIRMNTS OR MSONR STRUTURS I SPIITIONS OR MSONR STRUTURS NS-05 NTIONL SIGN SPIITION OR WOO ONSTRUTION WITH 2005 SUPPLMNT RINORING STL: LL RINORING STL SHLL RIT N PL IN ORN WITH TH UILING O RQUIRMNTS OR STRUTURL ONRT (I 38-08), N TILS N TILING O ONRT RINORMNT (I 35-99). LL RINORING STL SHLL ONORM TO STM 65 GR 60; XPT STIRRUPS, TIS N INIT IL-NT RS, WHIH SHLL ONORM TO STM 65 GR 40. STUS (2"-4" THIK, 2" & WIR) SHLL SPRU-PIN-IR, NO. 2 OR TTR, WITH TH OLLOWING LLOWL STRSSS: MXIMUM IR STRSS IN NING = 875 PSI TNSION PRLLL TO GRIN T= 450 PSI OMPRSSION PRLLL TO GRIN = 50 PSI OMPRSSION PRPNIULR TO GRIN = 425 PSI HORIZONTL SHR V= 35 PSI MOULUS O LSTIIT =,400,000 PSI TH OUNTION SSTM OR THIS PROJT IS SPR OOTINGS OVR NTIV SOILS OR NGINR ILL. ITIONL INORMTION ONRNING SPII SOIL ONITIONS TO NOUNTR IS VILL IN TH SOILS RPORTS N SHLL RVIW TH ONTRTOR. IL OSRVTION N TSTS: TH OWNR SHLL MPLO TH SRVIS O RGISTR, LINS GOTHNIL NGINR TO OSRV LL ONTROLL RTHWORK. TH GOTHNIL NGINR SHLL PROVI ONTINUOUS ON- SIT OSRVTION XPRIN PRSONNL URING ONSTRUTION O ONTROLL RTHWORK. TH ONTRTOR SHLL NOTI TH GOTHNIL NGINR T LST TWO WORKING S IN VN O N IL OPRTIONS O TH ONTROLL RTHWORK. TSTS O MTRILS SHLL M T TH OLLOWING MINIMUM RTS. TH ON-SIT GOTHNIL NGINR SHLL TRMIN TH TUL TSTING RTS: ON IL NSIT TST PR H 500 SQUR RS O OMPT SUGR PRIOR TO PLING STRUTURL ILL OR LOOR SL ONSTRUTION WITH MINIMUM O 3 TSTS. ON IL NSIT TST PR H 300 UI RS O STRUTURL ILL PL OR H HORIZONTL LR O STRUTURL ILL, WHIHVR IS GRTR. ON MOISTUR-NSIT URV OR H TP O MTRIL US, S INIT SIV NLSIS N PLSTIIT INX. SIGN RITRI: VRTIL: LIV LO LOOR STIRS N LONIS* *MINIMUM ONNTRT LO ITIONL SUPRIMPOS LOS PRTITIONS SUSPN QUIPMNT ONNTRT LO (PR I 607.4) 40 PS 00 PS 300 LS 5 PS 5 PS 2000 LS ROO LIV LO: LR = 20*R*R2 20 PS RUTION TOR S ON TRI R R =.0 RUTION TOR S ON ROO SLOP R2 =.0 HORIZONTL: WIN SI WIN SP 90 MPH WIN IMPORTN TOR IW =.0 UILING TGOR II XPOSUR TNSION N OMPRSSION LPS IN RINORING SHLL IN ORN WITH I 38, HPTR 2. TH MINIMUM LP SHLL M S OLLOWS UNLSS NOT OTHRWIS ON TH RWINGS: ONTINUOUS ONRT OOTINGS N STMWLLS LL RS 30 R IMTRS (8" MINIMUM) SLS-ON-GR LL RS 30 R IMTRS (8" MINIMUM) LL HORIZONTL RINORING IN OOTINGS, WLLS N MS SHLL ONTINUOUS ROUN ORNRS OR HV NT (ORNR) RS O TH SM SIZ N SPING S TH HORIZONTL RS N LP 30 R IMTRS (24" MINIMUM). ONRT OVR OR RINORING SHLL S OLLOWS UNLSS OTHRWIS NOT:. ONRT ST GINST N PRMNNTL XPOS TO RTH: 3". ONRT ST GINST ORMS UT XPOS TO RTH OR WTHR: RS LRGR THN NO. 5: 2" RS NO. 5 OR SMLLR: /2". SL ON GR: /2" ROM TOP O SL ORM TIS SHLL ITHR O TH THR OR SNP-O TP SO THT NO MTL WILL LT WITHIN INH O TH SUR O TH WLL. OLLOWING RMOVL O ORM TIS, RSSS R TO RULL ILL N POINT WITH MORTR. R SUPPORTS N SPRS OR RINORING SHLL PROVI IN ORN WITH I RINORING SHLL SURL TI TO SUPPORTS. PR-NGINR/PRRIT WOO TRUSSS: TRUSSS SHLL RIT WITH WOO HORS N WOO WS IN ORN WITH SIGNS PRPR PROSSIONL NGINR RGISTR IN TH STT THT TH PROJT IS LOT. SHOP RWINGS N STMP LULTIONS SHLL SUMITT OR PPROVL TH NGINR O ROR. SIGN STNRS SHLL ONORM WITH TH PPLIL PROVISION O TH NTIONL SIGN SPIITION OR WOO ONSTRUTION, PULISH TH NTIONL ORST PROUTS SSOITION, N TH SIGN SPIITION OR MTL PLT ONNT WOO TRUSSS, PULISH TH TRUSS PLT INSTITUT. S TH QULIT ONTROL MNUL OR TOLRNS N OTHR SPIL RQUIRMNTS. LL TRUSSS SHLL SURL R OTH URING RTION N TR PRMNNT INSTLLTION IN ORN WITH RING WOO TRUSSS: OMMNTR N ROMMNTIONS S PULISH TH TRUSS PLT INSTITUT. P SPN RT SHTHING: S OR GR, THIKNSS, N LOTIONS O SHTHING. ROO N LOOR SHTHING SHLL ONTINUOUS OVR 2 SPNS MINIMUM. NS O PNLS SHLL OUR IRTL OVR SUPPORTS. ONNTIONS: TH GOTHNIL NGINR SHLL SUMIT TH RSULTS O LL RQUIR TSTS. LRING N GRUING: RMOV LL RUSH, RUISH, GRSS, N GRSS ROOTS ROM TH ONSTRUTION R. RMOV STUMPS, MTT ROOTS N ROOTS LRGR THN 2 INHS IN IMTR WITHIN 6 INHS O TH SUR O RS ON WHIH ILL N/OR OOTINGS R TO ONSTRUT. RMOV LL TOPSOIL ROM TH ONSTRUTION R. THIS MTRIL SHLL NOT US S ILL MTRIL, UT M STOKPIL N LTR US IN TH TOP 6 INHS O ILL OUTSI TH UILING P. SIT, SULOOR N RING SUR PRPRTION: RPRSNTTIV O TH GOTHNIL NGINR SHLL PRSNT TO ONIRM OMPLT XVTION O N UNONTROLL ILL. SRI LL XPOS SUGR SOILS TO PTH O 0 INHS, MOISTN TO NR OPTIMUM MOISTUR ONTNT N OMPT TO TH NSIT SPII HRINTR. PL LL STRUTURL ILL S RQUIR IN PPROXIMTL HORIZONTL LRS NOT GRTR THN 0 INHS IN LOOS THIKNSS, MOISTN TO OPTIMUM MOISTUR ONTNT (+/- 2%) N OMPT TO NSIT SPII HRINTR. TH STRUTURL ILL, I US, SHOUL XTN MINIMUM ISTN O 5 T ON TH OUTSI G O TH PRIMTR OOTINGS. STRUTURL ILL RQUIRMNTS: S PPROV TH ON-SIT GOTHNIL NGINR. NO RUSH, SO, ROZN MTRIL OR OTHR UNSUITL MTRIL SHLL PL IN TH STRUTURL ILL. MTRIL SHLL PL IN SUH MNNR S TO RSULT IN UNIORML OMPT ILL. OMPTION RQUIRMNTS: IN ORN WITH STM 557 (MOII PROTOR), SUGR SOILS N STRUTURL ILL MTRILS SHLL OMPT TO TH OLLOWING PRNTGS O TH MXIMUM R NSIT T +/- 2% OPTIMUM MOISTUR ONTNT: MINIMUM MTRIL PRNT OMPTION STRUTURL ILL IN TH UILING R 95 SUS OR SL SUPPORT 95 SUGR LOW STRUTURL ILL 95 MISLLNOUS KILL 90 SISMI SISMI IMPORTN TOR IS =.0 MPP SPTRL RSPONS LRTIONS SHORT PRIO SS=0.258G SON PRIO S=0.044G SIT LSS SPTRL RSPONS OIINTS SHORT PRIO SS=0.206G SON PRIO S=0.050G SISMI SIGN TGOR SI SISMI OR RSISTING SSTM: RING WLL SSTM LIGHT RM WLLS SHTH WITH WOO STRUTURL PNLS SISMI RSPONS OIINT S= RSPONS MOIITION TOR R = 6.5 SIGN S SHR V = 0.032W NLSIS PROUR: QUIVLNT LTRL OR LLOWL SOIL RING PRSSUR = 2500 PS. UTUR UILING XPNSION: NON GNRL: STRUTURL RWINGS R NOT STN-LON OUMNTS N R INTN TO US IN ONJUNTION WITH IVIL, RHITTURL, MHNIL, LTRIL, N RWINGS ROM OTHR ISIPLINS. TH ONTRTOR SHLL OORINT LL RQUIRMNTS O TH ONTRT OUMNTS INTO TH SHOP RWINGS N IL WORK. OORINT IMNSIONS O LL OPNINGS, PRSSIONS, LOKOUTS, T. WITH RHITTURL RWINGS, RWINGS ROM OTHR ISIPLINS, PROJT SHOP RWINGS, N IL ONITIONS PRIOR TO SHOP RWING SUMITTL TH STRUTURL RWINGS ONL RPRSNT PORTION O TH RQUIRMNTS OR TH PROJT. S RHITTURL PLNS OR INTRIOR NON-RING PRTITION WLLS. PRTITION RMING SHLL ONNT TO TH PRIMR STRUTUR TO LLOW OR VRTIL LIV LO LTIONS O SPN/360 OR LOOR RMING N SPN/240 OR ROO RMING. ONTRTOR'S ONSTRUTION N/OR RTION SQUNS SHLL ROGNIZ N ONSIR TH TS O THRML MOVMNTS O STRUTURL LMNTS URING TH ONSTRUTION PRIO. TH ONTRTOR SHLL VRI LL IMNSIONS IN TH IL. SHOP RWINGS SHLL URNISH N RVIW OR N RITION OR RTION IS STRT. TH ONTRTOR SHLL RVIW N PPROV SHOP RWINGS PRIOR TO SUMITTL TO TH RHITT OR RVIW. POORL XUT SHOP RWINGS WILL RJT N SHLL RSUMITT. TH ONTRTOR SHLL RSPONSIL OR PROVIING S N QUT SHORING OR LL PRTS O TH STRUTUR URING ONSTRUTION. TMPORR PROVISIONS SHLL M OR STRUTURL STILIT URING ONSTRUTION. TH STRUTUR SHOWN ON TH RWINGS HS N SIGN OR STILIT UNR INL ONIGURTION. NOTHING OR UTTING N STRUTURL MMR IN TH IL IS PROHIIT. THONTRTOR SHLL RSPONSIL OR HRING TO LL PPLIL STNRS ST ORTH OSH. O NOT SL RWINGS. ST-IN-PL ONRT: LL ONRT SHLL ONORM TO TH SPIITIONS OR STRUTURL ONRT, I LL XPOS GS O ONRT SHLL HV 3/4" HMR UNLSS NOT OTHRWIS. NORMLWIGHT ONRT:. ' = S - LL XPOS XTRIOR ONRT LT WORK N RTINING WLLS (I.., SLS, QUIPMNT PS, WLLS, T.). XTRIOR ONRT SHLL MT XPOSUR TGOR N LSS ORING TO I 38 TL ' = S - LL INTRIOR ONRT (I.. OOTINGS, STM WLLS, T.).. ' = S - LL INTRIOR SLS ON GR. ONRT MIX SIGNS (INLUING IR ONTNT, WTR TO MNT RTIOS, N OTHR RITRI) SHLL ONORM TO TH RQUIRMNTS ST ORTH IN I 38 TL 4.3., S ON TH XPOSUR TGORIS N LSSS IN IN I 38 TL US IR NTRINING MIXTUR IN LL XTRIOR ONRT. IR ONTNT IN IR RT SLS SHLL LSO OMPL WITH TH RQUIRMNTS IN TH SPII UL LISTING. TH ONTRTOR SHLL NOT ST OUNTIONS, STM WLLS OR RTINING WLLS GINST XVT VRTIL SI SURS. LL ONRT XPOS TO GROUN SHLL MNUTUR WITH PORTLN MNT TP II. HIRS WITH 22 GG SN PLTS OR PRST LOKS SHLL PROVI OR LL RINORING O ONRT IN ONTT WITH GR. POST INSTLL NHORS: LL HSIV (POX) OR POST INSTLL NHORS N/OR RR INTO ONRT SHLL HILTI HIT-R 500-S OR HIT-H 200 POX HSIV NHORING SSTM, SIMPSON ST-XP POX-TI NHORING SSTM, ITW R H PON G5 HSIV NHORING SSTM, OR PPROV QUL. INSTLLTION SHLL PR MNUTURR'S ROMMNTIONS. LL POST INSTLL MHNIL NHORS INTO ONRT SHLL HILTI KWIK OLT TZ XPNSION NHOR, SIMPSON STRONG OLT WG NHOR, ITW R H TRUOLT + WG NHOR, OR PPROV QUL. INSTLLTION SHLL PR MNUTURR'S ROMMNTIONS. NHOR LNGTHS SHOWN OR TTHMNT TO ONRT N/OR MSONR R RQUIR MMNT LNGTHS. TH ONTRTOR SHLL PROVI NHORS WITH ITIONL LNGTH TO ILITT TH RQUIR ONNTION. SUMIT LL PROPOS NHORING SSTMS INLUING I-S RPORTS TO STRUTURL NGINR OR RVIW PRIOR TO INSTLLTION. MSONR: LL MSONR UNITS SHLL OMPL WITH STM 90 WITH OMPRSSIV STRNGTH O 900 PSI (NT R). 'M = 500 PSI MORTR SHLL TP S. GROUT - ' = 2000 PSI, MINIMUM. LLS ONTINING RR SHLL GROUT SOLI ROM TH OTTOM TO TH TOP O TH WLL IN ORN WITH TH INTRNTIONL UILING O. LL LLS LOW GR SHLL GROUT SOLI UP TO GR. LLS ONTINING XPNSION NHORS SHLL GROUT SOLI. LL VRTIL RR SHLL IN PL N SUR WITH RR POSITIONRS PRIOR TO GROUTING. UNLSS OTHRWIS NOT MSONR LLS SHLL GROUT IN ORN WITH TH INTRNTIONL UILING O (MXIMUM 5 OOT GROUT LITS). LP RR 48 R IMTRS (2" MINIMUM) UNLSS NOT OTHRWIS. LL HORIZONTL RINORING IN ON MS SHLL ONTINUOUS ROUN ORNRS OR HV NT (ORNR) RS O TH SM SIZ N LP S NOT OV. VRTIL STL SHLL ONTINU THROUGH ON MS. PROVI STNR LR TP JOINT RINORING T 6" ON NTR (LTRNT OURSS) UNLSS NOT OTHRWIS. US PRRIT ORNRS N TS T LL WLL ORNRS N INTRSTIONS RSPTIVL. WOO RMING: LL SWN LUMR (2"-4" THIK, 2" & WIR) XPT STUS SHLL HM IR, NO. 2 OR TTR, WITH TH OLLOWING LLOWL STRSSS: MXIMUM IR STRSS IN NING = 850 PSI TNSION PRLLL TO GRIN T= 525 PSI OMPRSSION PRLLL TO GRIN = 300 PSI OMPRSSION PRPNIULR TO GRIN = 405 PSI HORIZONTL SHR V= 50 PSI MOULUS O LSTIIT =,300,000 PSI LL SWN LUMR (5"x5" OR LRGR MS N STRINGRS) SHLL HM IR, NO. 2 OR TTR, WITH TH OLLOWING LLOWL STRSSS: MXIMUM IR STRSS IN NING: = 675 PSI TNSION PRLLL TO GRIN: T= 350 PSI OMPRSSION PRPNIULR TO GRIN = 405 PSI HORIZONTL SHR V= 40 PSI MOULUS O LSTIIT: =,00,000 PSI LL SWN LUMR (5"x5" OR LRGR POSTS N TIMRS) SHLL HM IR, NO. 2 OR TTR, WITH TH OLLOWING LLOWL STRSSS: MXIMUM IR STRSS IN NING = 575 PSI TNSION PRLLL TO GRIN T= 375 PSI OMPRSSION PRLLL TO GRIN = 575 PSI OMPRSSION PRPNIULR TO GRIN = 405 PSI HORIZONTL SHR V= 40 PSI MOULUS O LSTIIT =,00,000 PSI NILING SHLL IN ORN WITH TH NILING SHUL UNLSS OTHRWIS NOT. OMMON OR OX NILS M US XPT WHR OTHRWIS NOT. JOIST HNGRS SHLL SIMPSON O. OR QUL WITH ONNTIONS INSTLL ORING TO MNUTURR'S ROMMNTIONS. OLTS SHLL STM 307. STL SI PLTS SHLL STM 36. SPIL INSPTION: TH OWNR SHLL PROVI OR SRVIS O RTII INSPTOR (PPROV TH UILING OIIL OR TH NGINR O ROR) IN ORN WITH HPTR 7 O TH INTRNTIONL UILING O OR TH SPIL INSPTION ITMS NOT ON SHT S-003. RR SUMITTLS: TH RR SUMITTLS LIST LOW R THOS PORTIONS O TH SIGN THT R NOT OMPLT T TH TIM O PPLITION N R TO SUMITT TO TH UILING OIIL N PPROV PRIOR TO TH INSTLLTION O THOS ITMS. TH MNUTURR, ONSULTNT, OR ONTRTOR, S PPROPRIT, SHLL PROVI SUMITTLS TO TH NGINR O ROR OR RVIW OR TH OLLOWING ITMS: PR-NGINR/PRRIT WOO TRUSSS UNI, NW MXIO rawn by: hecked by: escription UNI 6 PRTMNTS GNRL STRUTURL NOTS 0 UGUST 205 LZ GH S-002

3 SHUL O STRUTURL SPIL INSPTIONS. SPIL INSPTIONS / TSTING - SPIL STRUTURL INSPTION SHLL NOT RLIV TH OWNR OR THIR GNT ROM HVING TH INSPTIONS O TH JURISITION UILING PRTMNT PR STION 0 O TH I PRORM. OTH TH JURISITION UILING PRTMNT INSPTIONS N SPIL STRUTURL INSPTION SHLL PRORM. 2. TH GNRL ONTRTOR SHLL RSPONSIL OR NOTIING TH JURISITION UILING OIIL N SPIL INSPTOR WHN WORK IS R OR INSPTION. SPIL INSPTION RQUIR /N SPIL INSPTION N VRIITION O ONRT ONSTRUTION VRIITION N INSPTION RQUN O INSPTION ONTINUOUS URING TSK LIST PRIOILL URING TSK LIST RRN OR RITRI I STION RRN STNR 3. RPORTING OR SPIL INSPTION - SPIL INSPTION N TSTING RPORTS SHLL OMPLT N ISTRIUT T TH OMPLTION O H TSK. I TSK IS TO TK LONGR THN (3) S, PROVI RPORTS OR H. PROVI OPIS O RPORTS TO: ONTRTOR, OWNR, RHITT N STRUTURL NGINR O ROR. SPIL INSPTOR TO KP NON- OMPLIN LIST OUMNTING ITMS INSPT NOT MTING PPROV ONSTRUTION OUMNTS N WHN / HOW RSOLV. 4. INITIONS: SPIL INSPTION: INSPTION S HRIN RQUIR QULII SPIL INSPTOR OMPTNT WITH TH MTRILS, INSTLLTION, RITION, RTION OR PLMNT O OMPONNTS N ONNTIONS RQUIRING SPIL XPRTIS TO NSUR OMPLIN WITH PPROV ONSTRUTION OUMNTS N RRN STNRS ( S STION 704). N. INSPTION O RINORING STL, INLUING PRSTRSSING TNONS N PLMNT. 2. INSPTION O RINORING STL WLING IN ORN WITH TL 704.3, ITM 5b. 3. INSPT OLTS TO INSTLL IN ONRT PRIOR TO N URING PLMNT O ONRT WHR LLOWL LOS HV N INRS OR WHR STRNGTH SIGN IS US, - X X - 9.5, 92. I 38: 3.5, WS.4 I 38: I38: 8..3, ONTINUOUS SPIL INSPTION: ULL-TIM OSRVTION O WORK RQUIRING SPIL INSPTION N PPROV SPIL INSPTOR WHO IS PRSNT IN TH R WHR TH WORK IS ING PRORM. PRIOI SPIL INSPTION: TH PRT-TIM OR INTRMITTNT OSRVTION O WORK RQUIRING SPIL INSPTION N PPROV SPIL INSPTOR WHO IS PRSNT IN TH R WHR TH WORK HS N OR IS ING PRORM N T TH OMPLTION O TH WORK. 5. S RHITTURL, MHNIL, LTRIL, N PLUMING ONSTRUTION OUMNTS OR ITIONL NON- STRUTURL SPIL INSPTION ITMS. 6. SPIL INSPTION O SHOP RIT MMRS N SSMLIS SHLL IN ORN WITH STION 704.2, UNLSS RITOR IS PPROV TO PRORM WORK WITHOUT SPIL INSPTION. 7. IN ORN WITH I HPTR 7, TH WORK IN TH OLLOWING TLS RQUIR SPIL INSPTIONS N TSTING: 4. INSPTION O NHORS INSTLL - X 92. IN HRN ONRT. 5. VRIING US O RQUIR SIGN MIX. 6. T TH TIM RSH ONRT IS SMPL TO RIT SPIMNS OR STRNGTH TSTS, PRORM SLUMP N IR ONTNT TSTS N TRMIN TH TMPRTUR O TH ONRT. 7. INSPTION O ONRT N SHOTRT PLMNT OR PROPR PPLITION THNIQUS. 8. INSPTION OR MINTNN O SPII URING TMPRTUR N THNIQUS. - X , 93.2, 93.3 X X , 93.7, 93.8 I38: 3.8.6, 8..3, I 38: H. 4, STM 72 STM 3 I 38: 5.6, 5.8 I 38: 5.9, X 93.9 I 38: SPIL INSPTION RQUIR /N SPIL INSPTION N VRIITION O SOILS VRIITION N INSPTION TSK. VRI MTRILS LOW SHLLOW OUNTIONS R QUT TO HIV TH SIGN RING PIT. 2. VRI XVTIONS R XTN TO PROPR PTH N HV RH PROPR MTRIL. 3. PRORM LSSIITION N TSTING O ONTROLL ILL MTRILS. ONTINUOUS URING TSK LIST PRIOILL URING TSK LIST I RRN - X X X N N N 9. INSPTION O PRSTRSS ONRT: a. PPLITION O PRSTRSSING ORS. b. GROUTING O ON PRSTRSSING TNONS IN TH SISMI-OR RSISTING SSTM. 0. RTION O PRST ONRT MMRS.. VRIITION O IN-SITU ONRT STRNGTH, PRIOR TO STRSSING O TNONS IN POST-TNSION ONRT N PRIOR TO RMOVL O SHORS N ORMS ROM MS N STRUTURL SLS. X X - - I 38: 8.20 I 38: X - I 38: H. 6 - X - I 38: VRI US O PROPR MTRILS, NSITIS N LIT THIKNSS URING PLMNT N OMPTION O ONTROLL ILL. X INSPT ORMWORK OR SHP, LOTION N IMNSIONS O TH ONRT MMR ING ORM. - X - I 38: PRIOR TO PLMNT O ONTROLL ILL, OSRV SUGR N VRI THT SIT HS N PRPR PROPRL. - X SPIL INSPTION N VRIITION O WIN OR RSISTING SSTMS SPIL INSPTION RQUIR /N VRIITION N INSPTION TSK RQUN O INSPTION ONTINUOUS URING TSK LIST PRIOILL URING TSK LIST RRN OR RITRI I STION. VRI MULTIPL STU POSTS US WHR LL OUT IN RWINGS. - X VRI INSTLLTION O RIM JOISTS / LOKING T JOIST N TRUSS RING. - X IPHRGM TTHMNTS N IPHRGM LOKING US WHR LL OUT IN RWINGS. - X 706 escription 4. VRIITION O HRWR US (TRUSS LIPS, JOIST HNGRS, T ) - X HK OR OVRRIVN STNRS. - X VRI HOL OWNS N NHOR OLTS. - X VRI SHR WLL TTHMNTS N SHR WLL NHORGS N PLT WSHRS WIN OR RSISTING SSTMS: - X 706 UNI 6 PRTMNTS. WOO STRUTUR PNL SHTHING TO VRI THT IT IS O GR N THIKNSS SHOWN ON TH PPROV UILING PLNS, NOMINL SIZ O RMING MMRS T JOINING PNL GS, NIL OR STPL IMTR N LNGTH, NUMR O STNR LINS, N SPING TWN STNRS IN H LIN N T G MRGINS GRS WITH TH PPROV UILING PLNS. - X UNI, NW MXIO SPIL INSPTION TLS SISMI OR RSISTING SSTMS N SIGNT SISMI SSTMS WHN S =,,, OR :. SRW TTHMNTS, OLTING, NHORING, N OTHR STNING O OMPONNTS WITHIN TH SISMI-OR-RSISTING SSTM INLUING SHR WLLS, RS, IPHRGMS, OLLTORS, N HOL OWNS. - X rawn by: hecked by: 0 UGUST 205 LZ GH S-003

4 GNRL SHT NOTS. OUNTION PLN IMNSIONS R TO TH O ONRT UNLSS NOT OTHRWIS. 2. PROVI SL JOINTS T 5'-0" ON NTR MXIMUM. TH R O TH ONTROL JOINT SHLL NOT X 2. RTIO. ONTROL JOINTS SHLL LOT T OLUMN LINS WHR TH LOUT PRMITS. T R- NTRNT ORNRS THT O NOT HV ONTROL JOINTS, PROVI 2-#4 x 3'-0" IGONL TO TH R- NTRNT ORNR. S 3/ OR TPIL SL JOINTS. 3. TOP O OOTING LVTION = 98'-0" UNLSS NOT OTHRWIS. 4. S SHT OR TPIL OUNTION STIONS N TILS. 5. S SHT S-60 OR SHULS. 6. SHTH XTRIOR WLLS WITH /2" NOMINL P RT STRUTURL SHTHING. TTH PR NILING SHUL. SHT KNOT. 5" ONRT SL RINOR WITH #4 T 8" ON NTR H W OVR 5 MIL VPOR RTRR OVR OMPT SUGR. INISH LOOR LVTION - 00'-0" = MSL LVTION-S IVIL. 2. OORINT JNT UILING ONIGURTION WITH RHITTURL RWINGS. 2' - 0" 3' - " 5' - 5" 3' - " 28' - 9" 3' - " 5' - 5" 3' - " 24' - 5" 3' - 0" 4' - 5 /4" ' - 7" ' - 7 /2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 7' - 4" 5' - 8" 3' - 0" 0' - 0 /2" 20' - " 9' - 4" 2 TO= 98' - 0" 3' - " 2' - 0" 5' - 0 3/4" 3.0 TO= 98' - 0" TO= 98' - 0" TO= 98' - 0" 7 TO= 98' - 0" 7 6' - 2" TO= 98' - 0" ' - 2" TO= 98' - 0" 2' - /2" 3.0 TO= 98' - 0" 7 5' - 7 /4" TO= 98' - 0" TO= 98' - 0" 2' - 3 /2" 3 /2" 3' - 4" 3 /2" 4' - 3/4" /4" TO= 98' - 0" 5' - 8 3/4" TO= 98' - 0" 3.0 HSS4x4x/4 HSS4x4x/ UP 3 3 /2" 3' - 4" " 4' - 2" 3 /2" ' - /2" 7 9' - 3" HSS4x4x/4 HSS4x4x/ TO= 98' - 0" 3.0 TO= 98' - 0" 7 TO= 98' - 0" 3' - 9" 2' - 0" 4' - " 6' - 5" 5' - 4" ' - " escription UNI 6 PRTMNTS TO= 98' - 0" 7 TO= 98' - 0" 7 9' - " 7' - 9" 8' - 8" 2' - 8" 9' - " 8' - 7" TO= 98' - 0" UNI, NW MXIO OUNTION PLN 9' - 9 /4" 26' - 3 /4" 52' - 0" 26' - 3 /4" 9' - 9 /4" TPIL OUNTION PLN SL: /8" = '-0" rawn by: hecked by: 0 UGUST 205 LZ GH S-0

5 GNRL SHT NOTS. IMNSIONS R TO TH O STU UNLSS NOT OTHRWIS. OORINT LL IMNSIONS WITH RHITTURL RWINGS. 2. S SHT OR TPIL RMING STIONS. 3. S SHT S-60 OR SHULS. 4. SHTH XTRIOR WLLS WITH /2" NOMINL P RT STRUTURL SHTHING. TTH PR NILING SHUL. 7 SIM TP 6x0 2x8 0' - 2 /2" 2x8 2x8 20" P PR-NGINR 20 "P PR-NGINR TRUSS RING L = 8'-4" 5 TRUSSS T 24" O 24 "O 250# 250# 250# 250# 250# 250# 250# 250# " MIN P PR-NGINR O TRUSS RING L = 8'-4" ROO RMING PLN SL: /8" = '-0" SHT KNOT. /2" P RT SHTHING. TTH SHTHING TO SUPPORTS WITH 0 NILS T 6" ON NTR LONG PNL GS N WITH 0 T 2" ON NTR IN RMINING IL O PNL. 2. /4" GPRT OVR 3/4" T&G P RT SHTHING. TTH SHTHING TO SUPPORTS WITH 0 NILS T 6" ON NTR LONG PNL GS N WITH 0 T 2" ON NTR IN RMINING IL O PNL. INISH LOOR L = 0'-". 3. 2x6 OMPOSIT TRX KING OR PPROV QUL SP T /4" TWN MMRS. TTH TO SUPPORTS PR NILING SHUL. 4. MHNIL ROO TOP UNIT. OORINT XT SIZ, WIGHT, N LOTION WITH MHNIL RWINGS. RM OPNINGS IN ROO K PR TRUSS MNUTURR. TRUSS MNUTURR TO SIGN TRUSSS TO OMOT TIONL MHNIL LO. 5. OORINT JNT UILING ONIGURTION WITH RHITTURL RWINGS. 3 W2 7 TP TP 6x0 6x0 3 6x0 6x0 6x0 6x0 6x0 6x0 6x0 6x0 6" O N escription 5 6x0 TRUSS RING L = 08'-3" 4' - 7 3/4" 23' - 0 /2" 4' - 5 /2" 5' - 4" 4' - 0" 28' - 8" 4' - 0" 5' - 4" 4' - 0" 24' - 4" 20" P PR-NGINR WOO 6 "O 7 TRUSS RING L = 08'-3" TRUSS RING L = 08'-3" UNI 6 PRTMNTS UNI, NW MXIO TRUSS RING L = 08'-3" RMING PLNS N LOOR RMING PLN SL: /8" = '-0" rawn by: hecked by: S-02 0 UGUST 205 LZ GH

6 NOT: S RH OR RIS N RUN 3/6 L3x3x/4x0'-3" W/ -/2I x 3 /2" M XP HR L2x2x/4 STIR SUPPORTS IN LR L GRI 2-#4 ONT 2 /8" OL IMON PLT ' - 4" - VRT TO MTH VRT RIN IN GROUT LL S SHOWN SHTHING /2" XP MTL W/ ONT SLNT STU WLL S SH ONT 2x8 PL W/ /2"Ix9" M HR 48" O- PROVI 2" HOOK ON OLTS IN LR L SIMPSON PS POST S /2" XP MTL W/ ONT SLNT TP 8" SQUR PSTL 7 ' - 0" STIR S TIL G O SL LIN O STMWLL LOW S RH OR XT SL TO ON L S IVIL LR TP PRORM LT OURSS NOT: PROVI STNR HOOK ON VRT WLL RIN INTO TG TP S WLL SH OR RIN 3" LR TO L #3 8" O 8-#5 VRT WLS W/ ST HOOK TO L 3" LR -#4 IN SL TP LIN O STMWLL LOW Q 8" Q S SH Q Q OR SIZ N RIN PLN TPIL PLN T MU ORNR 3 PRIMTR OUNTION STION 5 XTRIOR WOO OLUMN STION 7 SL RINORING T OPNG SHTHING STU WLL S SH -VRT TO MTH VRT RIN IN GROUT LL S SHOWN STP ' - 0" MIN 30# LT JOINT ONT 2x6 PL W/ /2"Ix9" M HR 48" O- PROVI 2" HOOK ON OLTS 30# LT JOINT IN LR L /2" XP MTL W/ ONT SLNT S RH OR XT SL -#4 ONT S 7/ IN LR L 8" LR TP JOINT LT OURSS TO L -#4 ONT TO L NOT: PROVI STNR HOOK ON VRT WLL RIN INTO TG TP /4" 5 /2" /4" 3" LR TO L 2-#5 XTN 24" ON SI O OPNG 30# LT JOINT 3" LR TO L Z RS TO MTH SIZ N SPING O ONT TG RIN 30 R I ' - 6" MIN Q S SH Q Q S SH Q TPIL PLN T MU WLL N 3 TPIL STPP OOTING TIL 5 INTRIOR OUNTION STION 7 ON STMWLL T OPNG escription TO WLL L S RH 2-#5 ONT IN ON M NOT: T ONTRTOR'S OPTION, PLSTI JOINT ORMR M INSTLL INST O TH SWUT GRI XTRIOR SHTHING STU WLL S SH /2" XP MTL W/ ONT SLNT TP S RH OR XT SL WL W/ ST HOOK TO MTH VRT RIN 4-#4 ONT #4@32" O TRNS Q 2' - 4" 8" MU SIT WLL STION Q 8" MU WLL W/ #5@32" O VRT & LR JOINT 6" O HORIZ 2-#5 ONT IN ON M GROUT LL LLS LOW GR 3" LR ' - 4" ' - 0" 3 ONTROL JOINT ONSTRUTION JOINT TPIL SL JOINT /8" x /3 PTH O SL SWUT ISONTINU LTRNT RIN T JOINT ONT K JOINT 3/6 /2" XP MTL W/ ONT SLNT TP 2" NON-SHRINK GROUT 2" TP Q Q OR SIZ N RIN S PL 3/4"x2"x'-0" W/ 4-3/4" I HR OLTS x9" M N 4" HOOK 3" LR TO ON L S IVIL TO L /2" XP MTL W/ ONT SLNT S RH OR XT SL NOT: PROVI STNR HOOK ON VRT WLL RIN INTO TG TP 5 XTRIOR OLUMN STION 7 Q 6" S SH Q ONT 2x6 PL W/ /2"Ix9" M HR 48" O- PROVI 2" HOOK ON OLTS 30# LT JOINT 3" LR IN LR L TO L PRIMTR OUNTION STION UNI 6 PRTMNTS UNI, NW MXIO rawn by: hecked by: OUNTION STIONS 0 UGUST 205 LZ GH

7 /8" IMON PLT LNING SHTHING 24" O ONT L3x3x/4 OP ONT STRINGR HNNL 2N LOOR TRUSS RING 08' - 3" M PR PLN 3/6 IN LNING L S RH L3x3x/4 W/ 2-3/4" I OLTS N O WLL TRUSS ONT LGR S RQ ONT L 2x TOP PLT TRUSS SPING IN LR L 2x4 48" O 3 STIR T LON 5 STIR LNING STION 7 LOOR RMING STION 3 SIS 3/6 NOT:S RH OR RIS N RUN 0d 6" O 8d 6" O 3/6 ONT OUL TOP PL XTRIOR SHTHING, NOT: INTRRUPT T RING SSTM 2x0 LOKING T MISPN O JOISTS PR PLN ONT OUL 2x PL /2" I LG 8" O-OOR LOTION W/ RING SSTM SIMPSON JOIST ONT OUL TOP PL L4x4x/4 OLUMN HNNL ONN TO OLUMN S RH 2x6 WOO 6" O SHTHING ONT OUL 2x OTTOM PLT 2x6 OMPOSIT K, /8 LOOR JOIST W2 2 SIMPSON HUS20 JOIST OORINT RING SSTM NOT SHOWN WITH RHITTURL RWINGS 2x20.7 2N 2x0 LOOR JOIST TRUSS RING 2-3/4" I THRU 08' - OLTS 3" LOOR TRUSS SIMPSON TH SRIS TRUSS HNGR HSS4x4x/4 HR PR SHUL IN LR L TPIL RMING STION T LON/MH ROOM 5 5 S RH 2x6 WOO 6" O L3x3x/4 RG ST WL TO STRINGR TPIL /4" N PL W/ 2-3/4" I OLTS PR STRINGR 24" O IN LNING L S RH 8" STIR STRINGR T LNING /8" IMON PLT LNING TTH TO SUPPORTS W/ OUNTRSUNK LT 2" O HSS2 /2x /2x3/6 4' - 0" 4' - 0" HSS2 /2x /2x3/6 N LOSUR PLT S RQ TPIL INTRMIT LNING STION IN LR L L2x2x/4 STIR SUPPORTS /8" OL IMON PLT SIMPSON JOIST NOT: TRS N RISRS NOT SHOWN OR LRIT. S RH OR RIS N RUN 2x6 WOO 6" O SHTHING ONT OUL 2x OTTOM PLT 2x6 OMPOSIT K, 2 /8 7 S RH LOOR JOIST SIMPSON LUS28 JOIST WOO M, ONT OUL TOP PL 7 LOKING S RQ TO K UP G TP T SHRWLL LOTION R SHRWLL NILING & SHTHING SH TP LOOR RMING STION LOOR TRUSS TRUSS TP ONT L 2x TOP PL IN LR L 2x LOKING TWN TRUSSS TPIL RMING STION T LON escription 8 /4" 3' - 9" 2x20.7 HSS4x4x/4 2x20.7 HSS4x4x/4 6x0 8x.5 N 5 2x20.7 2x20.7 2x20.7 8x.5 5 2x20.7 HSS4x4x/4 SHTHING ONT OUL 2x OT PL H TRUSS TP WOO LOOR TRUSS IN LR L SHTHING ONT OUL 2x OT PL ONT 2x OVROR TP WOO LOOR TRUSS IN LR L UNI 6 PRTMNTS UNI, NW MXIO LOOR RMING STIONS 3 3 ONT OUL TOP PL ONT OUL TOP PL 3 STIR PLN SL: /4" = '-0" SHTHING XTRIOR SHTHING 5 LOOR RMING STION 7 LOOR RMING STION rawn by: hecked by: 0 UGUST 205 LZ GH

8 5 " I LG SRW 24" O 4-2x6 M RING ONT 2x6 PLT ' - 0" SIMPSON HU60 XTRIOR SHTHING 24" O RIP OTTOM HOR S RQ' 3 M RING T WLL STU WLL 5 LON ROO STION TWN UILINGS 7 M TO OLUMN ONNTION ONT 2x6 TOP PLT 5 2x6 TRUSS XTNSION SHTHING, 2x6 LOKING ONT 2x6 2x4 OVR RMING TO MTH SLOP LOW ROO TOJ 9' - /2" LOW ROO TOJ 9' - /2" SIMPSON TI PLT SIMPSON LUS28 STU WLL PR PLN 5 INILL STION T LON ROO 7 NON RING ONT 2x8 TOP PLT ONT 2x8 TOP PLT escription 6' - 2" 2x6 TRUSS XTNSION 2x6 TRUSS XTNSION TRUSS RITOR 2x8 TRUSS SIM 2x6 LOKING 2x LOKING S RH SHTHING, 2x LOKING ROO K, SHTHING, 2x LOKING ROO K, UNI 6 PRTMNTS 2x SPR TWN 2x4 N 2x TRUSS XTNSION UNI, NW MXIO ROO RMING STIONS 3 2x8 SLOP PR RH TRUSS TRUSS RING SIMPSON TRUSS OUL 2x6 TOP PLT STU WLL PR PLN SIMPSON TRUSS OUL 2x6 TOP PLT OUL 2x8 TOP SIM STU WLL PR PLN 7 TRUSS RING rawn by: hecked by: 0 UGUST 205 LZ GH

9 IPHRGM OUNR NILING 2x RIM JOIST ROUN PRIMTR 2' - 0" MIN NILING SHUL 0d NILS TP LOTION ROO 2N LOOR IPHRGM OUNR* 4" O 2 /2" O PNL GS 6" O 4" O IN IL 2" O 2" O *IPHRGM OUNR LOTIONS INLU TH OLLOWING: PRIMTR O TH UILING TRUSSS 5/8" TP LVTION 2' - 0" MIN NOT: SPLI TO OUR OVR WLL NOT OV OPNING 3/8" TP IN IL NILING ROO SHTHING IS 5/32" STRUTURL PLWOO LOOR SHTHING IS 3/4" STRUTURL PLWOO PNL G NILING W ROM SPLI 2-0d 2" O 3" PLN 3 3/8" TP ROO/LOOR SHTHING NILING SHUL SL: NTS 3 TOP PLT SPLI TIL SL: NTS 9" M ST HX NUT SILL PLT /2" I NHOR OLT 2 /4" RIUS L O STRP ROO SHTHING ST6224 SIMPSON STRP SI O WLL NTR STRP ON SPLI (2 TOTL T SPLI) TO ON L THR S SHUL MMNT LNGTH RQ PL /2"x4"x4" W/ OUL NUTS 2" MIN XTRIOR WLL S PLN 2 TPIL SILL PLT NHOR OLT SL: NTS 3 TOP PLT SPLI TIL SL: NTS 4 HOL OWN NHOR TIL SL: NTS escription SHTHING ROO TRUSS SIMPSON 34 W/ 8d-8dx /2" 24" O (LTRNT SI O TUSS) OUL PL STU WLL S SH XTN SHTHING ONT S SHOWN G NILING S SH G STU S SH 2-2x MIN SINGLG 2x STU WHR NO STRP OR HOLOWN OURS 6d NILING TO MTH SHRWLL PNL G NILING. STGGR TWN STUS PLN SHTHING N NILING S SH G NILING S SH STUS PR SHRWLL SHUL (2-2x MIN) 6d NILING TO MTH SHRWLL PNL G NILING, STGGR TWN STUS 6d NILING TO MTH SHRWLL PNL G NILING, STGGR 9" 9" Q 9" 2x2x3/6 PL WSHRS T LL HR OLTS MIN O 2 OLTS IN SILL STION S GNRL NOTS OR NHORING 9" 9" SILL PLT SPLI HOLOWN (HU) T OTH N O SHR WLL STNRS RR TO HOL OWN MR ONT 2x6 HOLOWN NHOR OLT M. (U.N.O.) HU8-SS2.5 3/4" I PR MR 3-2x ULL HIGHT S 4/S-50 9" M UNI 6 PRTMNTS UNI, NW MXIO TPIL RMING TILS ROO HOLOWN TIL SL: NTS 2 SHRWLL INTRSTION TIL SL: NTS 3 SILL PLT OLTING TIL SL: NTS 4 HOL OWN TIL N SHUL SL: NTS rawn by: hecked by: 0 UGUST 205 LZ GH S-50

10 JOIST TO SILL OR GIRR, TONIL 3-8 RIGING TO JOIST, TONIL H N 2-8 "X6" SULOOR OR LSS TO H JOIST, NIL 3-8 WIR THN "x6" SULOOR TO H JOIST, NIL 3-8 2" SULOOR TO JOIST OR GIRR, LIN N NIL 2-6 SOL PLT TO JOIST OR LOKING, NIL 6 T 6"O TOP PLT TO STU, N NIL 2-6 STU TO SOL PLT OUL STUS, NIL OUL TOP PLTS, NIL 4-8, TONIL OR 2-6, N NIL 6 T 24" O 6 T 6"O TOP PLTS, LP N INTRSTIONS, NIL 2-6 ONTINUOUS HR, TWO PIS 6 T 6"O LONG H G ILING JOISTS TO PLT, TONIL 3-8 ONTINUOUS HR TO STU, TONIL 4-8 ILING JOISTS, LP OVR PRTITIONS, NIL 3-6 ILING JOISTS TO PRLLL RTRS, NIL 3-6 RTR TO PLT, TONIL 3-8 " R TO H STU N PLT, NIL 2-8 "x8" SHTHING OR LSS TO H RING, NIL 2-8 WIR THN "X8" SHTHING TO H RING, NIL 3-8 UILT-UP ORNR STUS UILT-UP GIRR N M 6 T 24"O 2" PLNKS 2-6 T RG PLWOO: ONNTION SULOOR N ROO SHTHING TO RMING: WLL SHTHING TO RMING: NILING SHUL NILING 20 T 32"O TOP N OT N STGGR 2-20 T NS N T H SPLI S TIL /S-50 2" O XPT T SHRWLLS escription WLL SHUL S SH OR LINTL SIZ 2-ONT 2x STUS TO MTH WLL STU SIZ ONT 2x PL S 5/ OR ITIONL INORMTION RINORING WLL MRK WLL VRTIL HORIZONTL RMRKS 2x6 WOO STUS 2x6@6" O W2 2x8 WOO STUS 2x8@2" O 8" ON #4@6" O #4@2" O ONTINUOUS OOTING SHUL SIZ RINORING RINORING MRK WITH PTH ONT RIN TRNS RIN ' - 6" ' - 0" 3-#4 ONT #4@32" O RMRKS UNI 6 PRTMNTS UNI, NW MXIO SHULS 4 LVL 2N LOOR ST LOOR 2x6 WLL - WOO HR SHUL (UNLSS NOT OTHRWIS ON PLN) OPNING = L<=4' - 0" OPNING = 4' - 0" < L < 8' - 0" JK STU N ULL HIGHT STUS N HR SIZ - 2x6-2x6 3-2x2 2-2x6 2-2x6 3-3/4"x9 /2" ML HR SIZ 2-2x8 2-2x2 NOT: RR TO 4/S-50 OR MOR INORMTION WOO HR SHUL SL: 2" = '-0" JK STU N 2-2x6 3-2x6 ULL HIGHT STUS N 2-2x6 3-2x6 SPOT OOTING SHUL SIZ MRK WITH LNGTH PTH RINORING 3.0 3' - 0" 3' - 0" ' - 0" 3 - #4 W RMRKS rawn by: hecked by: 0 UGUST 205 LZ GH S-60

11 S-50 ROO K ROO TRUSS SIMPSON LTP4 24" O TO ROO PL L TP IL NILING TP OUNR NILING TP SIMPSON TP MSTI60 STRP TIS H N LOOR TRUSS RQ T SHRWLL TO PL L TP SHR LOK (XX/S-XXX N XX/S-XXX) SHLL SING TRUSS MR OR SHR LOS O: SHR WLLS=250PL TP IL NILING TP PNL G NILING PR NWLL LOOR TRUSS NIL TO TOP PL W/ 6d 6" LVL 2 & 6d 2" O T LL LVL OV RIPPLS N TP OUNR NILING TP WIN POSTS TP N SIMPSON HOL OWN S RQ S 4/S-50 TP PNL G NILING SIMPSON HOL OWN S RQ S 4/S-50 IN LR L SHRWLL LNGTH - SILL OLTS-S GNRL NOTS OR SIZ N SPING NOT: TPIL IL NILING IS 8d 2" O TPIL PNL G NILING IS 8d 6" O TPIL OUNR NILING IS 8d 4" O SHRWLL LVTION - PRLLL TO LOOR RMING ROO KING 2x LOKING W/ SIMPSON 24" O STU PK ROM OPNING OV LOK TRUSS SP I SP TWN TRUSS N STU PK IS > 6" NUMR O STUS TO MTH KING STUS LOW LOK TRUSS SP I SP TWN TRUSS N STU PK IS > 6" TO ROO LOOR TRUSS TP IL NILING TP OUNR NILING NUMR O STUS TO MTH KING STUS LOW TP OUNR NILING SIMPSON TP MSTI60 STRP TIS H N TO LOOR TP TP PNL G NILING TP IL NILING SHR LOK SHLL SIGN TRUSS MR OR SHR LOS O: SHR WLLS=250 PL RIPPL N WIN POSTS TP N KING STUS S HR SHUL 5 4'-0" LSS OPNING WLL STUS NILS JK STUS S HR SHUL TP TPIL OPNING TILS SL: NTS KING STUS S HR SHUL 4'-" TO 8'-0" OPNING escription UNI 6 PRTMNTS TP OUNR NILING SIMPSON HOL OWN S RQ S 4/S-50 TP PNL G NILING SIMPSON HOL OWN S RQ S 4/S-50 2x LOKING SHTHING UNI, NW MXIO TPIL WOO TILS IN LR L TPIL LTRNT SL: NTS TP OUNR NILING SILL OLTS-S GNRL NOTS OR SIZ N SPING SHRWLL LNGTH - RR TO PLN SHRWLL LVTION - PRPNIULR TO LOOR RMING NOT: TPIL IL NILING IS 8d 2" O TPIL PNL G NILING IS 8d 6" O TPIL OUNR NILING IS 8d 4" O 5 TPIL WLL LOKING TIL 0 ' 2' 3' rawn by: hecked by: 0 UGUST 205 LZ GH

624' - 0" 2 A ' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"

624' - 0 2 A ' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 52' - 0 ' 0" 00 0 0 ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ONRT TILT PNL, S STRUTURL ' 0" ' 0" ' 0" ' 0" Mill Street, Suite 00 email architects@randallpaulson.com 0' 0" ' 0" 0 HRTMN RO

More information

JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS

JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS 2 4 6 7 8 9 0 2 L L L WLL MNWY (2) LOTIONS T/SL L. 4.44' T/SL L..82' ROO UR W/ IRLSS OVR OR UTUR N INSTLLTION, LOTIONS SLOP SL PR TNK MNU OOTIN RQUIRMNTS THIKN SL UNR UTUR URTIN WLL,. 4 R40'-0" PRST OVRLOW

More information

C-201 Sheet Bar Measures 1 inch

C-201 Sheet Bar Measures 1 inch Janine M. lexander, P.. P.. No. 9, L 0 N. PRK RO, SUIT 0 HOLLYWOO, LORI 0 PHON: (9) - X: (9) 08- No.: 9 I ST SRIPTION Y GT VLVS SHLL RSILINT ST, MNUTUR TO MT OR X TH RQUIRMNTS O WW 09 (LTST RVISION) N

More information

STEEL BEAM CHANNEL ANGLE SQUARE OR RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION, PIPE CITY OF GAINESVILLE/ GAINESVILLE REGIONAL UTILITIES

STEEL BEAM CHANNEL ANGLE SQUARE OR RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION, PIPE CITY OF GAINESVILLE/ GAINESVILLE REGIONAL UTILITIES c Jones dmunds 2234 OLUMN IN STION ONRT NS STL OLUMN STION OLUMN STRTS HR OLUMN NS HR ONSTRUTION JOINT OR O SUPPORT L dh, MIN S TL NOT 1 ONSTRUTION JOINT OR O SUPPORT L dh, MIN S TL NOT 1 MOMNT ONNTION

More information

CONSTRUCTION DOCUMENTS

CONSTRUCTION DOCUMENTS PRTMNT O VTRN IRS - PLO LTO LIORNI TTRY STRT, 7TH LOOR SN RNISO, T.7...77 The esign Partnership LLP rchitects + Planners VN NSS V., N LOOR SN RNISO, T.777.77.777.7 STRUTURL GNKOL NGINRS MONTGOMRY STRT,

More information

LIVING/DINING 23'-6" x 13'-1" W/D M&E METER CLOSET OPT. PANTRY W/D. LIVING/DINING 23'-6" x 13'-1" ROOF TOP TERRACE AREA SQ. FT.

LIVING/DINING 23'-6 x 13'-1 W/D M&E METER CLOSET OPT. PANTRY W/D. LIVING/DINING 23'-6 x 13'-1 ROOF TOP TERRACE AREA SQ. FT. NTRY NTRY '-3" x 8'-0" '-3" x 8'-0" ###### x 8'-3" / 23'-" x 3'-" NTRY NTRY 3'-" x 7'-0" 9'-7" x 9'-7" '-0" x '-9" RKST NOOK 9'-0" x '-" 0 0 0 LVTIONS N TILS ON 9 SRIS. SHUL N TILS ON 9 SRIS. '-3" x 8'-0"

More information

DETAIL B DETAIL A 7 8 APPLY PRODUCT ID LABEL SB838XXXX ADJ FOUR POST RACK SQUARE HOLE RAIL B REVISION

DETAIL B DETAIL A 7 8 APPLY PRODUCT ID LABEL SB838XXXX ADJ FOUR POST RACK SQUARE HOLE RAIL B REVISION RVISION RV SRIPTION Y T HNG NO NOT OR PROUT LL JJH // LR TIL PPLY PROUT I LL TIL INSI UPPR ROSS MMR ON PR RK IS J OUR POST RK SQUR HOL RIL IS MN MS G NUT, PNL RNG 99 PPLY PROUT I LL INSI UPPR ROSS MMR

More information

STATE LOCATION MAP VICINITY LOCATION MAP PROJECT DESCRIPTION AND GENERAL NOTES

STATE LOCATION MAP VICINITY LOCATION MAP PROJECT DESCRIPTION AND GENERAL NOTES SLTIV MOLITION T 200 SNORN STRT MOLITION PKG 02//20 STT LOTION MP VIINITY LOTION MP (200 SNORN STRT, LORN S) PROJT SRIPTION N GNRL NOTS INX O RWINGS 5 GORGI 5 20 NORTH ROLIN 5 20 OLUMI HRLSTON 5 SUMMRVILL

More information

KEYNOTES: SEE CHART CONTINUOUS APOXY SEALANT ALL AROUND LOOSE STRAP MASONARY ANCHOR STEEL FRAME GROUTED SOLID 7 5/8" SEE FRAME ELEVATION

KEYNOTES: SEE CHART CONTINUOUS APOXY SEALANT ALL AROUND LOOSE STRAP MASONARY ANCHOR STEEL FRAME GROUTED SOLID 7 5/8 SEE FRAME ELEVATION KYNOTS:. " MSH, 9 GUG HINLIK RI.. TOP RIL. -/8" IMTR.. MI RIL. -/8" IMTR. ewberry rchitects Inc.. OTTOM RIL. -/8" IMTR.. () ROWS ONTINUOUS R WIR LONG OUTRIGGRS.. GROUNING RO N ONUTOR. S SPIITIONS.. 0"

More information

Amphenol Canada Corp.

Amphenol Canada Corp. HT SINK OPTION = PIN STYL HT SINK (NIKL PLT) N LIP (H=.mm; SN HIGHT) = PIN STYL HT SINK (NIKL PLT) N LIP (H=.mm; PI HIGHT) = PIN STYL HT SINK (NIKL PLT) N LIP (H=.mm; TLL) = PIN-FIN HT SINK (NOIZ, LK)N

More information

COMPOSITE STEEL BEAMS

COMPOSITE STEEL BEAMS GNRL NOTS ONRT OMPOSIT STL MS :\Users\Public\ocuments\Local_Revit_iles\STN_STRU_0000_RVT rspivey.rvt 0/0/0 :: M RR TO RHITTURL, MHNIL N LTRIL RWINGS OR NHORS, INSRTS, RGLTS N M ITMS NOT SHOWN ON STRUTURL

More information

Footing Schedule (2500 PSF) Type Mark Width Length Thickness Reinforcing

Footing Schedule (2500 PSF) Type Mark Width Length Thickness Reinforcing T " LR TOP N OTTOM 6 R I LP S PLN OR T/T L STP STP NOT: ONTRTOR TO OORINT/VRIY LOTION O STPS WITH INISH RIN PLN PROVI '-0" MIN OVR OV TOP O T - INITS THIKNSS - S PLN N STIONS T 6 R I LP " " x STP " MIN

More information

Prospective Bidders. Wold Architects and Engineers

Prospective Bidders. Wold Architects and Engineers NUM Page of 2 To: rom: Prospective idders Wold rchitects and ngineers ate: pril 27, 206 omm. No: 63025 Subject: ddendum No. for idding ocuments for the Masonry and lashing Repairs at: Huntley High School,

More information

SHUL OF STRUTURL SPIL INSPTIONS. SPIL INSPTIONS / TSTING - SPIL STRUTURL INSPTION SHLL NOT RLIV TH OWNR OR THIR GNT FROM RQUSTING TH JURISITION UILING

SHUL OF STRUTURL SPIL INSPTIONS. SPIL INSPTIONS / TSTING - SPIL STRUTURL INSPTION SHLL NOT RLIV TH OWNR OR THIR GNT FROM RQUSTING TH JURISITION UILING . OS N MNULS: INTRNTIONL UILING O 0 S/SI 7-0 MINIMUM SIGN LOS FOR UILINGS N OTHR STRUTURS I 8 UILING O RQUIRMNTS FOR STRUTURL ONRT - LTST ITION. GNRL RQUIRMNTS: RWINGS SHOUL NOT SL TO OTIN IMNSIONS. RWINGS

More information

CEDAR ISLAND / KEATON BEACH TAYLOR COUNTY, FLORIDA POST-HURRICANE HERMINE EXAMINATION SURVEY FY16 4-FOOT PROJECT

CEDAR ISLAND / KEATON BEACH TAYLOR COUNTY, FLORIDA POST-HURRICANE HERMINE EXAMINATION SURVEY FY16 4-FOOT PROJECT 10 9 8 7 6 5 JUG ISLN R KL H R H R ROSMR LN W W HITTIL R JO MORGN R LRW TR RK R L M PNSOL GUL G O R G I TLLHSS JKSONVILL ORLNO OO TMP TLNTI ON N US rmy orps of ngineers Jacksonville istrict ST ON THIS

More information

EXAMPLE 87.5" APPROVAL SHEET APPROVED BY /150HP DUAL VFD CONTROL ASSEMBLY CUSTOMER NAME: CAL POLY SLO FINISH: F 20

EXAMPLE 87.5 APPROVAL SHEET APPROVED BY /150HP DUAL VFD CONTROL ASSEMBLY CUSTOMER NAME: CAL POLY SLO FINISH: F 20 XMPL XMPL RVISIONS ZON RV. SRIPTION T PPROV 0.00 THIS IS N PPROVL RWING OR YOUR ORR. OR MNUTURING N GIN, THIS RWING MUST SIGN N RTURN TO MOTION INUSTRIS. NY HNGS M TO THIS RWING, TR MNUTURING HS GUN WILL

More information

A302 A302 A201 A111D A111A VESTIBULE STUDENT LOBBY 300 GENERAL CLASSROOM CORRIDOR CORRIDOR 403 CAREER COUNSELOR 302B FEC OFFICE RECEPTION

A302 A302 A201 A111D A111A VESTIBULE STUDENT LOBBY 300 GENERAL CLASSROOM CORRIDOR CORRIDOR 403 CAREER COUNSELOR 302B FEC OFFICE RECEPTION 9//0 :06:57 PM PRINT: U T S R Q P N M L K 0 0 0 5 6 N LTRIL 0 ILY 0 STUNT LOY 00 LOING OK 0 ILY 0 ILY 0 00 08 PROGRMMING 0 VN MNUTURING / WLING 0 0 5 5 GRINING 0 TSTING NTR 0 6 6 TOOLING 0 7 ' - 0" 7'

More information

COLLEGE OF NURSING EXTERIOR A

COLLEGE OF NURSING EXTERIOR A RS/ONSULTNTILTRNT#NW SPHLT TOPPING N TI INTO PROVI S SHOWN ON.ONMO O LOING OK IN RR O UILING N SSOIT NW WORK S RSULT O TH MO.ILTRNT#ZONINGRTIITIO 7 OLLG O NURSING XTRIOR SSIILITY IMPROVMNTS SLS OPYRIGHT

More information

RAMS C, 16 GA SLITTER 23

RAMS C, 16 GA SLITTER 23 RMS - 0-, G SLITTR N/ LLS /0/0 SSL UTION LL SRIL No. TG 0 S SHT OR UPPR SSMLY "M IN US" LL S SHT OR KGG SSMLY 0 ITM NO. PRT NUMR SRIPTION QTY. 00X/ " I X /" OR PULLY N/ L-0 V-LT K OR GRIP N/ POWR OR SL-0

More information

A100 ARCH 3610 ADV. DETAIL STUDIO ISOMETRICS. 6 Date Drawn by. Author Checked by. Checker. No.

A100 ARCH 3610 ADV. DETAIL STUDIO ISOMETRICS.   6 Date Drawn by. Author Checked by. Checker. No. No. escription ate RH 0 V. TIL STUIO ISOMTRIS ate 0.08. rawn by hecked by 00 hecker 5/5/0 :5:0 PM 0 ' - 0 /" ' - 0 /" 9' - /" 7' - 9 5/" 7' - 9 5/" 0 0 ' - 0" ' - 0 /" ' - 0 /" 7' - 0 /" 0a 05 7' - 0 /"

More information

STRUCTURAL GENERAL NOTES

STRUCTURAL GENERAL NOTES UILIN OS: SIN LOS: RUTURL NRL NOTS NRL NOTS: US ROUP: - SSMLY USS INTN OR PRTIIPTION IN OR VIWIN OUTOOR TIVITIS PR MIIN UILIN O STION. SSONL. T UNTION O TIS ILITY IS NOT OR QUIPP OR OUPNY URIN WINTR/ TIN

More information

S-1 DOLLAR GENERAL FOUNDATION PLAN GENERAL NOTES FOOTING SCHEDULE DELMAR DR. & SCHOOL LANE FOLCROFT, PA A.1 WALL FOOTING SCHEDULE

S-1 DOLLAR GENERAL FOUNDATION PLAN GENERAL NOTES FOOTING SCHEDULE DELMAR DR. & SCHOOL LANE FOLCROFT, PA A.1 WALL FOOTING SCHEDULE 8 4 50 South Main Street, Suite 5 kron, OH 44 0.57.00 X 0.57.0 8' 8' 8' 6'0" STP OTTOM O GR WLL OOTING OWN TO MTH RTINING WLL TG GNRL NOTS rawing Name: O:\07\07408\0 olcroft P\wg\ldg\00_S_OUNTION PLN.dwg

More information

DRAWING LIST GENERAL NOTES CIVIL ENGINEER AIR FORCE CENTER COVER SHEET PRE - FINAL MAY 2018 C-1 NOT FOR CONSTRUCTION

DRAWING LIST GENERAL NOTES CIVIL ENGINEER AIR FORCE CENTER COVER SHEET PRE - FINAL MAY 2018 C-1 NOT FOR CONSTRUCTION 3 4 5 6 7 8 RWING LIST GNRL NOTS NUMR 1. US THS OUMNTS IN ONUTION WITH TH STNR SIGN GUI N INTRTIV PROGRMMING WORSHT. -1-1 -2-3 -4-5 -6-7 -8 NM OVR SHT STNR SIGN MOUL PLN & XON MOUL PLN & XON MOULS & PLNS

More information

Designing A Concrete Arch Bridge

Designing A Concrete Arch Bridge This is th mous Shwnh ri in Switzrln, sin y Rort Millrt in 1933. It spns 37.4 mtrs (122 t) n ws sin usin th sm rphil mths tht will monstrt in this lsson. To pro with this lsson, lik on th Nxt utton hr

More information

AIR FORCE STANDARD DESIGN MILITARY WORKING DOG FACILITY

AIR FORCE STANDARD DESIGN MILITARY WORKING DOG FACILITY 1. NRL NOTS US THS OUMNTS IN ONJUTION WITH TH STNR SIN OUMNT N INTRTIV PRORMMIN WORKSHT. NUMR RWIN LIST NM -1 OVR SHT -1 STNR SIN PLN - 1-2 STNR SIN PLN - 2-3 MOULS,, & PLNS & XONS -4 MOULS PLNS & XONS

More information

12. MASONRY NOTES: 1. STRUCTURAL STEEL: ASTM A992 FOR WIDE FLANGE SHAPES; ASTM A36 ELSEWHERE. 2. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B.

12. MASONRY NOTES: 1. STRUCTURAL STEEL: ASTM A992 FOR WIDE FLANGE SHAPES; ASTM A36 ELSEWHERE. 2. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B. 00 RO, SUIT 0 IRMINM, LM PON: 0.9.0 X: 0.9.0 0 st venue S, Suite 00 irmingham, L 0.9. Tel MNTWOR.OM ISSU T O O W Y N M I L L S W O O 9 0 9 0 PROT #0 //0 WLROP ST. ULLMN, L /9/0 9:9: M NRL NOTS S.0 ullman

More information

NOTE: ONLY RIGHT IDLER (CONFIGURATION A) ARM SHOWN IN VIEWS ON THIS PAGE

NOTE: ONLY RIGHT IDLER (CONFIGURATION A) ARM SHOWN IN VIEWS ON THIS PAGE 0 PP PP PP PP PP PP NOT: ONLY RIT ILR (ONIURTION ) RM SOWN IN VIWS ON TIS P ITM SRIPTION MTRIL QTY. IL RM - RIT / RIL LIN TUIN / O (0.0 WLL) ISI RT 0 ROMOLY LINR INS IL RM - LT / RIL LIN TUIN / O (0.0

More information

(PP/2-1)x S(PP) SIGNAL CONTACTS 0.50 FRONT POLARIZATION KEY SEE TABLE DIM A ( 10.00) D D

(PP/2-1)x S(PP) SIGNAL CONTACTS 0.50 FRONT POLARIZATION KEY SEE TABLE DIM A ( 10.00) D D IM #0. P[(+NN)/+] P(+NN) 0. PITH.0 PITH (/)x (NN/)x.. PITH (PP/)x (.) S[(PP/)+]... P POWR ONTTS P[(+NN)/] 0.0 RONT POLRIZTION KY S TL S SIGNL ONTTS S(PP/) IM.0 IM (.9) ROSS PS G R POSITION WHN ULL MT NOT...

More information

BAYVIEW SENIOR CITIZENS CENTER

BAYVIEW SENIOR CITIZENS CENTER 00 ST LLOY STRT PNSOL, L 0 TOWNS RHITTS, P.. R H I T T S - P L N N R S NORTH th VNU, PNSOL, L 0 PH: (0) -00-00 GNRL NOTS PROJT LOTION RWING INX G:\PROJT OLRS\ITY O PNSOL - GNRL\\RWINGS\G00 TITLSHT.dwg

More information

FP-000 FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES 1. Infrastructure Criteria Package - Drawings. Pinellas County Jail Phase I

FP-000 FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES 1. Infrastructure Criteria Package - Drawings. Pinellas County Jail Phase I ewberry rchitects Inc. LORI MINISTRTIV O HPTR 6G- NOTS. IR PROTTION GNRL NOTS IR PROTTION SIGN SHLL OMPLY WITH NP,, 0,, TH LORI IR PRVNTION O N LL PPLIL LOL OS. 0 SW Water St. Suite 70 Peoria, IL 660 09.8.8000

More information

8 NOTS: TUM LOTION TUM SHT ZON 2 - RV STTUS RV SH - - 2 000F000 - WG NO. SH RV RVISION ZON RV SRIPTION T (YY-MM-) PPROV - Issued for Request For Proposal use 08//09. THIS RWING STLISHS RQUIRMNTS FOR SLI;

More information

CONSTRUCTION UNLESS NOTED

CONSTRUCTION UNLESS NOTED NRL NOTS. THS NOTS SUPPLMNT NY PROT SPIITIONS, WHIH SHLL RRR TO OR ITIONL RQUIRMNTS.. LOT XISTIN UTILITIS N NOTIY NINR O XISTIN UTILITIS OR SUR ONITIONS.. O NOT PL HOLS OR NOTHS IN STRUTURL OMPONNTS THT

More information

135-91G00N ONE-WAY CUSTOMER UNIT FOR VAT 30GX AND Easy-aire 10GX

135-91G00N ONE-WAY CUSTOMER UNIT FOR VAT 30GX AND Easy-aire 10GX ON-WY TV SYSTM OR VT GX UNITS L92 LL -8-999-6 -GN ON-WY USTOMR UNIT OR VT 2GX ND VT 2GX " (8. mm) OLOR D MR IN N NVIRONMNTLLY ONTROLLD HOUSING DIMNSIONS IN MILLIMTRS (DIMNSIONS IN T-INHS) -9GN ON-WY USTOMR

More information

Present state Next state Q + M N

Present state Next state Q + M N Qustion 1. An M-N lip-lop works s ollows: I MN=00, th nxt stt o th lip lop is 0. I MN=01, th nxt stt o th lip-lop is th sm s th prsnt stt I MN=10, th nxt stt o th lip-lop is th omplmnt o th prsnt stt I

More information

DYNAMIC PROTOTYPE DEVELOPMENT RPA GENERAL MAINTENANCE HANGAR DRAWING LIST

DYNAMIC PROTOTYPE DEVELOPMENT RPA GENERAL MAINTENANCE HANGAR DRAWING LIST IR OR IVIL NGINR NTR YNMI PROTOTYP VLOPMNT RP GNRL MINTNN HNGR INL RWING LIST NM -1 OVR -1 MOULS -2 MOULS -3 MOULS -4 MOULS -5 MOULS -6 MOULS -7 PROO O ONPT 1 ( PO 1) -8 PROO O ONPT 2 ( PO 2) PHS: INL

More information

7. WIND LOADS PER UFC TABLE E-1

7. WIND LOADS PER UFC TABLE E-1 GNRL NOTS GNRL 1. THIS PROJT IS SUJT TO I 201 SPIL INSPTION RQUIRMNTS S MOIFI Y UF 3-301-01. TH STTMNT N SHUL SPIL INSPTIONS FIN TH SOP SPIL INSPTIONS N R INLU WITH TH PROJT SPIFITIONS. SPIL INSPTIONS

More information

ISSUES/REVISION DATE HOUSE HOUSE G.C.= 1898 SF + - FUTURE GARAGE = 336 SF + - TOTAL G.C.= 2234 SF + - TOTAL HABITABLE SPACE = 3514 SF ' SETBACK

ISSUES/REVISION DATE HOUSE HOUSE G.C.= 1898 SF + - FUTURE GARAGE = 336 SF + - TOTAL G.C.= 2234 SF + - TOTAL HABITABLE SPACE = 3514 SF ' SETBACK T h o r n e w i l l e s i g n LL N a n t u c k e t, M a. 0 5 5 4 T e l e. 5 0 8 8 9 6 F a x 5 0 8 8 6 5 US OF RWING c Thornewill esign LL 0 NNTUKT PROJT 6 NNHUMK LN, NNTUKT, M ISSUS/RVISION T HOUS H 07/05/07

More information

METROPOLITAN WASHINGTON AIRPORTS AUTHORITY

METROPOLITAN WASHINGTON AIRPORTS AUTHORITY LGN GT PROJT R 317 SIGNTUR RO O LIMITS TO ONTRTOR VHILS SIGNT ONTRTOR HUL ROUT GT 225 OTR OIS ONTRTOR STORG & STGING RS TH PLNT SIT ONTRTOR STGING R GT 313 TO SOIL NK R SOIL NK R GT 313 SHLL TH SS POINT

More information

GENERAL DESIGN CRITERIA AND CANTILEVER SIGN SUPPORT STRUCTURES

GENERAL DESIGN CRITERIA AND CANTILEVER SIGN SUPPORT STRUCTURES Gene Keith Jeff Sue Tom Jim RS Rich Joe John Tracy Kelei Kathy arry hris d TH GRT S TH STT NW JRSY State of New Jersey epartment of Transportation IRTY N PROSPRITY 77 GNR SIGN RITRI N STNR RWINGS OR OVRH

More information

BASIC CAGE DETAILS D C SHOWN CLOSED TOP SPRING FINGERS INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY

BASIC CAGE DETAILS D C SHOWN CLOSED TOP SPRING FINGERS INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY SI TIS SOWN OS TOP SPRIN INRS INNR W TS R OIN OVR S N OVR OR RIIITY. R IMNSIONS O INNR SIN TO UNTION WIT QU SM ORM-TOR (zqsp+) TRNSIVR. R. RR S OPTION (S T ON ST ) TURS US WIT OPTION T SINS. R (INSI TO

More information

OPERATING HEAD CODE SIDE ROTARY COUNTRY USE CODE US, CANADA, MEXICO ALL OTHER APPROVED COUNTRIES

OPERATING HEAD CODE SIDE ROTARY COUNTRY USE CODE US, CANADA, MEXICO ALL OTHER APPROVED COUNTRIES O-- ONWLL PRT NUMR - RV OUMNT N K 0 S SP M WL SPILS O TP O N, MTL IN NLOSUR NTNN TP O LLOW OR US 0 0 0 0 0 0 0 0 0 WIRLSS STNR SINL RN T RT OPRTIN RQUN SOTWR VRSION O VRSION R MOUL TRNSMIT POWR MX RIV

More information

COVERSHEET & DRAWING LIST

COVERSHEET & DRAWING LIST RWING LIST # ST NM ISSU OR PRMIT ISSU OR TNR. OVRST & RWING LIST. SIT PLN. UNRGROUN PRKING. STRT LVL - NTRN. GROUN LOOR PLN.3 N LOOR PLN.4 3R LOOR PLN.5 4T LOOR PLN.6 5T LOOR PLN.7 ROO PLN.4 STION LOWR

More information

Sugimura Finney Architects

Sugimura Finney Architects X State of alifornia. epartment of General Services IVISION O TH STT RHITT 1515 lay Street, Suite 1201.Oakland, alifornia 94612 Ph. (510) 622-3101.ax (510) 622-3140 www.dsa.dgs.ca.gov New Resubmittal ate

More information

BASIC CAGE DETAILS SHOWN 3D MODEL: PSM ASY INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY SPRING FINGERS CLOSED TOP

BASIC CAGE DETAILS SHOWN 3D MODEL: PSM ASY INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY SPRING FINGERS CLOSED TOP MO: PSM SY SI TIS SOWN SPRIN INRS OS TOP INNR W TS R OIN OVR S N OVR OR RIIITY. R TURS US WIT OPTION T SINS. R (UNOMPRSS) RR S OPTION (S T ON ST ) IMNSIONS O INNR SIN TO UNTION WIT QU SM ORM-TOR (zqsp+)

More information

Paths. Connectivity. Euler and Hamilton Paths. Planar graphs.

Paths. Connectivity. Euler and Hamilton Paths. Planar graphs. Pths.. Eulr n Hmilton Pths.. Pth D. A pth rom s to t is squn o gs {x 0, x 1 }, {x 1, x 2 },... {x n 1, x n }, whr x 0 = s, n x n = t. D. Th lngth o pth is th numr o gs in it. {, } {, } {, } {, } {, } {,

More information

th Avenue Seattle, WA 98122

th Avenue Seattle, WA 98122 Blueprint apital provides development, financing and marketing services for select Seattle builders. More information on this property can be obtained by contacting the builder and/or agent listed below.

More information

DES MOINES SOCIAL CLUB

DES MOINES SOCIAL CLUB SIT PLN KYNOTS NW ONRT. XISTING FIR HYRNT N GURRIL TO RMIN. PINT GURRIL. NW UR. 9TH STRT VIUT OV. NW FROST FOOTING. NW LTRIL TRNSFORMR N P. XISTING RIO TOWR TO RMIN. NW TRSH NLOSUR. 9 PROJTION SRN. 0 STL

More information

DYNAMIC PROTOTYPE DEVELOPMENT CIVIL ENGINEER SQUADRON - EXPLOSIVE ORDNANCE DISPOSAL

DYNAMIC PROTOTYPE DEVELOPMENT CIVIL ENGINEER SQUADRON - EXPLOSIVE ORDNANCE DISPOSAL 1 US RMY ORPS O NGINRS MOIL ISTRIT GNRL NOTS 1. US THS OUMNTS IN ONJUTION WITH TH SIGN GUI N PROGRMMING MTRIX SHT. IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL NY, ONUS T: MRH 2016 OVR SHT IR OR IVIL

More information

Delano Public Schools New Delano Intermediate School

Delano Public Schools New Delano Intermediate School PROPOSL RQUST elano Public Schools New elano Intermediate School Jorgenson onstruction ttn: wayne Kanne 955 River Road NW oon Rapids, 55 Phone: 6-979-5 ell: 6-6-9 dwayne@jorgensonconstruction.com istribution:

More information

Thru CENTER OF SPHERICAL END ±.002 Cylindrical hole depth SMOOTH TRANSITION

Thru CENTER OF SPHERICAL END ±.002 Cylindrical hole depth SMOOTH TRANSITION NVISIONRING PROUT VLOPMNT LIMS PROPRITRY RIGHTS IN TH INORMTION ISLOS HRON. THIS RWING IS URNISH IN ONIN ON TH XPRSS UNRSTNING THT NITHR IT NOR NY RPROUTION THRO WILL ISLOS TO OTHRS OR US OR TH PURPOS

More information

TCI SERIES, 3 CELL THE COOLING TOWER CO., L.C. TCI 3 CELL SERIES GA

TCI SERIES, 3 CELL THE COOLING TOWER CO., L.C. TCI 3 CELL SERIES GA of T SIN IS T PROPRTY O T OOLIN TOWR OMPNY, L, N IS LON OR MUTUL SSISTN. IT IS NOT TO ORWR NOR RPRINT IN NY ORM WITOUT WRITTN PRMISSION. L W OPTIONL SS PLTORM " x " STNR PLTORM PR LL OPTIONL VIRTION SWIT

More information

Nefertiti. Echoes of. Regal components evoke visions of the past MULTIPLE STITCHES. designed by Helena Tang-Lim

Nefertiti. Echoes of. Regal components evoke visions of the past MULTIPLE STITCHES. designed by Helena Tang-Lim MULTIPLE STITCHES Nrtiti Ehos o Rgl omponnts vok visions o th pst sign y Hln Tng-Lim Us vrity o stiths to rt this rgl yt wrl sign. Prt sping llows squr s to mk roun omponnts tht rp utiully. FCT-SC-030617-07

More information

DUET WITH DIAMONDS COLOR SHIFTING BRACELET By Leslie Rogalski

DUET WITH DIAMONDS COLOR SHIFTING BRACELET By Leslie Rogalski Dut with Dimons Brlt DUET WITH DIAMONDS COLOR SHIFTING BRACELET By Lsli Roglski Photo y Anrw Wirth Supruo DUETS TM from BSmith rt olor shifting fft tht mks your work tk on lif of its own s you mov! This

More information

Using the Printable Sticker Function. Using the Edit Screen. Computer. Tablet. ScanNCutCanvas

Using the Printable Sticker Function. Using the Edit Screen. Computer. Tablet. ScanNCutCanvas SnNCutCnvs Using th Printl Stikr Funtion On-o--kin stikrs n sily rt y using your inkjt printr n th Dirt Cut untion o th SnNCut mhin. For inormtion on si oprtions o th SnNCutCnvs, rr to th Hlp. To viw th

More information

12 - M G P L Z - M9BW. Port type. Bore size ø12, ø16 20/25/32/40/50/ MPa 10 C to 60 C (With no condensation) 50 to 400 mm/s +1.

12 - M G P L Z - M9BW. Port type. Bore size ø12, ø16 20/25/32/40/50/ MPa 10 C to 60 C (With no condensation) 50 to 400 mm/s +1. ris - MP - Compt gui ylinr ø, ø, ø, ø, ø, ø, ø, ø ow to Orr Cln sris lif typ (with spilly trt sliing prts) Vuum sution typ (with spilly trt sliing prts) ir ylinr otry tutor - M P - - MW ll ushing ring

More information

ALDI Inc. - Columbia, TN Store No S. James Campbell Blvd. Columbia, TN 38401

ALDI Inc. - Columbia, TN Store No S. James Campbell Blvd. Columbia, TN 38401 LI - olumbia, TN Store No. 0 S. James ampbell lvd. olumbia, TN 0 RHITT'S JO NUMR: ISSU T: // rawing Index G-00 over Sheet G-00 Scope Sheet -0 emolition Keyed Notes - emolition Roof Plan -0 emolition xterior

More information

7 ACM FOR FRAME 2SET 6 FRAME 2SET 5 ACM FOR MAIN FRAME 2SET 4 MAIN FRAME 2SET 3 POLE ASSLY 1 2 CROWN STRUCTURE ASSLY 1 1 CROWN ASSLY 1

7 ACM FOR FRAME 2SET 6 FRAME 2SET 5 ACM FOR MAIN FRAME 2SET 4 MAIN FRAME 2SET 3 POLE ASSLY 1 2 CROWN STRUCTURE ASSLY 1 1 CROWN ASSLY 1 7 M OR RM 2ST 6 RM 2ST 5 M OR MIN RM 2ST 4 MIN RM 2ST 3 POL SSLY 1 2 ROWN STRUTUR SSLY 1 1 ROWN SSLY 1 SR.NO. SRIPTION QTY. a LL IMNSIONS R IN mm I N MT Pi IOLMI 1'NTION LT. Tm: XPLO VIW OR POL MOUNT MLM

More information

, each of which is a tree, and whose roots r 1. , respectively, are children of r. Data Structures & File Management

, each of which is a tree, and whose roots r 1. , respectively, are children of r. Data Structures & File Management nrl tr T is init st o on or mor nos suh tht thr is on sint no r, ll th root o T, n th rminin nos r prtition into n isjoint susts T, T,, T n, h o whih is tr, n whos roots r, r,, r n, rsptivly, r hilrn o

More information

STRUCTURAL ENGINEER ARTISAN ENGINEERING 120 GRAHAM WAY, SUITE 124 SHELBURNE, VERMONT PHONE:

STRUCTURAL ENGINEER ARTISAN ENGINEERING 120 GRAHAM WAY, SUITE 124 SHELBURNE, VERMONT PHONE: LIST O RWINGS: NO. SHT NM NO. SHT NM IVIL 0.0 LGN N GNRL NOTS.0 XISTING ONITIONS.0 SIT PLN.0 UTILITY PLN.0 ROSION ONTROL N GRING PLN.0 UTILITY PROILS.0 SIT WLL PROILS.0 ONSTRUTION TILS.0 ONSTRUTION TILS.0

More information

Sugimura Finney Architects

Sugimura Finney Architects X State of alifornia. epartment of General Services IVISION O TH STT RHITT 1515 lay Street, Suite 1201.Oakland, alifornia 94612 Ph. (510) 622-3101.ax (510) 622-3140 www.dsa.dgs.ca.gov New Resubmittal ate

More information

24CKT POLARIZATION OPTIONS SHOWN BELOW ARE REPRESENTATIVE FOR 16 AND 20CKT

24CKT POLARIZATION OPTIONS SHOWN BELOW ARE REPRESENTATIVE FOR 16 AND 20CKT 0 NOTS: VI UNSS OTRWIS SPII IRUIT SMT USR R PORIZTION OPTION IRUIT SMT USR R PORIZTION OPTION IRUIT SMT USR R PORIZTION OPTION. NR: a. PPITION SPIITION S: S--00 b. PROUT SPIITION S: PS--00 c. PIN SPIITION

More information

ALDI EXPANSION FINAL STIE DEVELOPMENT PLAN OVERLAND PARK, KANSAS 8333 WEST 95TH STREET PLANT SCHEDULE

ALDI EXPANSION FINAL STIE DEVELOPMENT PLAN OVERLAND PARK, KANSAS 8333 WEST 95TH STREET PLANT SCHEDULE LINS S MUL. M LI NOWS KY P R OF S S I O N L NGI N R S K N S PLNT SHUL LI XPNSION WST TH STRT OVRLN PRK, KNSS FINL STI VLOPMNT PLN GNRL NOTS:. RFR TO RWING -0 FOR OLOR/ FINISH/ MTRIL SHULS.. LL PRTITION

More information

MR 7 CONCRETE WASH EDGE BIKE RACKS FOR 20 BIKES MR 7 ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEER ATTENDANT BOOTH MR 8 EXISTING EQUIPMENT ENCLOSURE

MR 7 CONCRETE WASH EDGE BIKE RACKS FOR 20 BIKES MR 7 ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEER ATTENDANT BOOTH MR 8 EXISTING EQUIPMENT ENCLOSURE 0 PROT INORMTION SS RO ' - 0 ' - 0 MR 0' - 0 ' - 0 ' - 0 ' - 0 NORT TS 0 Marinelli Rd North ethesda, M 0 PROT TM ' - 0 ' - 0 ' - 0 ' - 0 ' - 0 SIN / UIL ONTRTOR eaufont Springs r Suite Richmond, V P: 0.0.0

More information

ABBREVIATIONS NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS.

ABBREVIATIONS NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS. PIPIN SYMOLS OUL LIN SINL LIN PLUMIN N IR SUPPRSSION PIPIN SINTIONS VL N ITTINS PLN VIW TIL VIW RVITIONS PROJT (PPLIL TO LL STS) IR SUPPRSSION SYMOLS OUL LIN SINL LIN SPILTY S SYMOLS NRL LOOR PLN TS T:

More information

OWNER: EDWARD DOHERTY ARCHITECT: KHALSA DESIGN INC. 17 IVALOO STREET SOMERVILLE, MA T F

OWNER: EDWARD DOHERTY ARCHITECT: KHALSA DESIGN INC. 17 IVALOO STREET SOMERVILLE, MA T F PROT NM PROT RSS Sheet Number Sheet Name Sheet Issue -000 OVR SHT LINT IVIL PROPOS IVIL PLN RHITTURL -00 GNRL NOTS & RVITIONS -00 PROPOS SIT PLN -00 MOLITION PLNS -00 PROPOS LOOR PLNS -0 PROPOS LOOR PLNS

More information

G.3 G EW01 P09 P05 EW01 P01 P01 P P05 P01 EW01 P02 EW01 P01 P01 EW01 EW03 EW01 EW01 EW03 EW01 EW03 P01 P03 CONSULTANT:

G.3 G EW01 P09 P05 EW01 P01 P01 P P05 P01 EW01 P02 EW01 P01 P01 EW01 EW03 EW01 EW01 EW03 EW01 EW03 P01 P03 CONSULTANT: . PROVI SLNT T GYPSUM OR TRMINTION, TYPIL W PLN TIL : RR TO LOOR PLNS N RWING. OR TYPIL WLL ONSTRUTION SSMLIS P PROVI MIN LP IN /V RRIR T ORNR, SL S RQUIR, TYPIL T LL ORNR P P RR TO LOOR PLNS N RWING.

More information

TABLE OF CONTENTS ASSEMBLY INSTRUCTIONS SHEET 1 OF 8 TABLE OF CONTENTS PAGE NUMBER DESCRIPTION B 2 PARTS LIST AND LAYOUT 3-5 PARTS A-D DETAIL DRAWINGS

TABLE OF CONTENTS ASSEMBLY INSTRUCTIONS SHEET 1 OF 8 TABLE OF CONTENTS PAGE NUMBER DESCRIPTION B 2 PARTS LIST AND LAYOUT 3-5 PARTS A-D DETAIL DRAWINGS TL O ONTNTS SHT O TL O ONTNTS PG NUMR SRIPTION PRTS LIST N LYOUT - PRTS - TIL RWINGS - STP Y STP SSMLY INSTRUTIONS TH INORMTION ONTIN IN THIS RWING IS TH SOL PROPRTY O STGING IMNSIONS IN. NY RPROUTION

More information

IWW - JACKSONVILLE TO MIAMI IWW CUT DA-9 AND BAKERS HAULOVER INLET DADE COUNTY, FLORIDA HYDRO EXAM SURVEY FY17

IWW - JACKSONVILLE TO MIAMI IWW CUT DA-9 AND BAKERS HAULOVER INLET DADE COUNTY, FLORIDA HYDRO EXAM SURVEY FY17 N 1TH V W IXI HW Y ON IVS IRY R Ives states L M PNSOL G O R G I ventura TLNTI N US rmy orps of ngineers Jacksonville istrict STY ON THIS JO PNS ON YOU TLLHSS N 199TH ST I-95 N 199TH ST JKSONVILL N 22N

More information

84.17' ' 30.5' LOT AC 47' 24' CONVENIENCE STORE 4,331 SF 10' LOT AC LOT AC

84.17' ' 30.5' LOT AC 47' 24' CONVENIENCE STORE 4,331 SF 10' LOT AC LOT AC ' ' SIT & UTILITY LGN PROPRTY/LOT BOUNRY PROPOS SMNT (PUBLI R.O.W. VRIS) XISTING SMNT LIN 0' STION-ROW 0 0' STION-ROW PROPOS ' SPLIT RIL N PROPOS URB N GUTTR PROPOS RTINING WLL PROPOS SWUT LIN PROPOS STORM

More information

BUILDING & ZONING: VILLAGE OF SILVERTON WATER & SEWER: G.C.W.W CENTRAL PARKWAY, CINCINNATI, OH (513)

BUILDING & ZONING: VILLAGE OF SILVERTON WATER & SEWER: G.C.W.W CENTRAL PARKWAY, CINCINNATI, OH (513) RSINS T g7 TONOMS MONTGOMRY R ININNTI, O 5 GNRL NOTS O T UTORITIS ST INX SIT LOTION MP. TIS PROT S N SIGN UTILIZING T PROVISIONS O T OLLOING OS N RGULTIONS: ZONING: UILING: VILLG O SILVRTON, O RSINTIL

More information

1 Introduction to Modulo 7 Arithmetic

1 Introduction to Modulo 7 Arithmetic 1 Introution to Moulo 7 Arithmti Bor w try our hn t solvin som hr Moulr KnKns, lt s tk los look t on moulr rithmti, mo 7 rithmti. You ll s in this sminr tht rithmti moulo prim is quit irnt rom th ons w

More information

P315/P330/P350/P365 GEAR PUMPS AND MOTORS

P315/P330/P350/P365 GEAR PUMPS AND MOTORS P///P R PUMPS N MOTORS haracteristics : High efficiency single / multiple units Wide range of displacements Optional shafts / mountings Rugged cast iron construction Motor assemblies available omplete

More information

RELEASED FOR VENDOR BID. NOT FOR MANUFACTURE. T. O'Connell - 1/11/2013

RELEASED FOR VENDOR BID. NOT FOR MANUFACTURE. T. O'Connell - 1/11/2013 RVISIONS SYM. ZON SRIPN T PP. (n.00) O.. (.) TYP. PLS. TYP. PLS. TYP. PLS. 0 0 0 0 0 SHT SHT SHT SHT SHT SHT SHT SHT SHT SHT SHT SHT R. WG # 0-0 TYP. PLS. TYP. PLS. TYP. PLS. 0 0 0 0 0 0 0 0 TYP. PLS.

More information

L-000 SEAWALK EAST BRIDGE PARK HABITAT ISLAND SEAWALK WEST OVERVIEW PLAN LANDSCAPE DEPT. OF LABOR COVE BEACH DEPT. OF FISH & GAME GASTINEAU CHANNEL

L-000 SEAWALK EAST BRIDGE PARK HABITAT ISLAND SEAWALK WEST OVERVIEW PLAN LANDSCAPE DEPT. OF LABOR COVE BEACH DEPT. OF FISH & GAME GASTINEAU CHANNEL 7 2 SON STRT, SUIT 207 JUNU, K 9980 MIN: (907) 800 X: (907) 77.S ST S N G W. H NT NI. R SS. H HT W. 2 ST IG 8/2/20 PT. O LOR OV H 29 29 +TW 29 +W.8 29 +TW.98 +W.78 +. +. +TW. +TW. +TW.88 +W.8 PT. O ISH

More information

EE1000 Project 4 Digital Volt Meter

EE1000 Project 4 Digital Volt Meter Ovrviw EE1000 Projt 4 Diitl Volt Mtr In this projt, w mk vi tht n msur volts in th rn o 0 to 4 Volts with on iit o ury. Th input is n nlo volt n th output is sinl 7-smnt iit tht tlls us wht tht input s

More information

PONCE HARBOR PONCE, PUERTO RICO HYDROGRAPHIC EXAMINATION SURVEY FY17 36-FOOT PROJECT PONCE CARIBBEAN SEA M AP LEGEND

PONCE HARBOR PONCE, PUERTO RICO HYDROGRAPHIC EXAMINATION SURVEY FY17 36-FOOT PROJECT PONCE CARIBBEAN SEA M AP LEGEND LL MNTI UTOPIST LUIS RR V INTRIOR LL RMY PON RR PURTO RIO N US rmy orps of ngneers Jacksonve strct STY ON THIS JO PNS ON YOU LL LIO RR PURTO RIO LL LLN VNI LOS MROS VNI HOSTOS VNI SNTIO LOS LLROS LL UTOPIST

More information

B.M. WILLIAMS PRIMARY SCHOOL ADDITION/ RENOVATION

B.M. WILLIAMS PRIMARY SCHOOL ADDITION/ RENOVATION .M. WILLIMS PRIMRY SHOOL JT ITION/ RNOVTION HSPK PULI SHOOLS 00 N. TTLIL OULVR HSPK, V 0 WLLR, TO N SLR RHITTS, IN. RHITTUR / PLNNING / INTRIORS 0 ypress venue, Virginia each, V O NO. --00-0 RVISIONS SYMOL

More information

TRILLIUM HOSPITAL ADMINISTRATION BUILDING

TRILLIUM HOSPITAL ADMINISTRATION BUILDING GNRL NOTS: TRILLIUM HOSPITL MINISTRTION UILING IVISRO V SN RNISO,. PRIOR TO OMMNING TH WORK, TH ONTRTOR SHLL XMIN LL ONTRT OUMNTS, IL ONITIONS, IMNSIONS, T. OR URY N TO ONIRM THT TH WORK IS UILL S SHOWN.

More information

WATER CONNECTION AeccDbCogoPoint (AeccLand80) ELEV. = 2107'-3" ELEV. = 2109'-0" 6 7" 5 11" ELEV. = 2111'-4" STAIR LANDING

WATER CONNECTION AeccDbCogoPoint (AeccLand80) ELEV. = 2107'-3 ELEV. = 2109'-0 6 7 5 11 ELEV. = 2111'-4 STAIR LANDING TOP O HWLL.00 9 ' 00" PLNTR STPP ONRT WLL TO " HIH UR TTH " HIH " I. RSPL HNRIL TO INSI O THIS WLL T.O.W. = ' - /" LIN O OOR OVR RWL SP STOR R -0 URN MHNIL STON TIL /W NUHT -0 STIR LV. = 0.' 0 RIS @."

More information

osnova 804 Braxton Court A0.1 architecture 101 S BRENT AVE ST LOUIS, MO ARKO GROUP Single Family Residence COVER SHEET PCDC

osnova 804 Braxton Court A0.1 architecture 101 S BRENT AVE ST LOUIS, MO ARKO GROUP Single Family Residence COVER SHEET PCDC 808 RXTON 80 RXTON 800 RXTON 0 S RNT V ST LOUIS, MO 6 66. 6. 787 odes & Permits: ll work shall be done in accordance with all applicable codes, ordinances, state and federal codes. Notify architect immediately

More information

NMEA 2000 GATEWAY ASSEMBLY

NMEA 2000 GATEWAY ASSEMBLY Noti NOTICE Atr omplting instllti, ths instrutis shoul pl with th prout or th ownr's utur us. NOTICE This oumnt is writtn to i our lrs n ompny srvi prsnl in th propr instllti or srvi o our prouts. Prss

More information

8-3/8" G HANDHOLE C A 1 SUCTION STEEL BASE TABLE OF DIMENSIONS

8-3/8 G HANDHOLE C A 1 SUCTION STEEL BASE TABLE OF DIMENSIONS VORTX SOLIS-NLIN WSTWTR S K OUR " N ONNTIONS OUR " I. OLS OR NOR OLTS -/" STION 0 OUTLIN RWIN TYP VTX- JO: SS-7 T VTX- VORTX (S) OR _PM T _T. T J PPX. N OVRLL L M PLN VIW PPX. P OVRLL 8-/8" P ISR OUPLIN

More information

WORKSHOP 6 BRIDGE TRUSS

WORKSHOP 6 BRIDGE TRUSS WORKSHOP 6 BRIDGE TRUSS WS6-2 Workshop Ojtivs Lrn to msh lin gomtry to gnrt CBAR lmnts Bom fmilir with stting up th CBAR orinttion vtor n stion proprtis Lrn to st up multipl lo ss Lrn to viw th iffrnt

More information

TRUE NORTH PLATFORM NORTH CABLE FREE ZONE

TRUE NORTH PLATFORM NORTH CABLE FREE ZONE 2 TRU PLTORM URRNT ISTRIUTION YRLY (NOT 1) L R ZON 3 4 5 19 71 SIGNIINT WV HIGHT ISTRIUTION YRLY (NOT 1) 1 2 150 LIMIT OSTLS STOR R LYOWN (NO STORG) OL 2 HOL 3 L 2 STIR ROM MZZNIN K HLIOPTR ORRIOR 315

More information

ROOM NAME A2.0 A1.10 3'-8" UNIT 2A PROVIDE PERFORATED AND SLEEVED PIPE FOR CONNECTION TO FUTURE RADON MITIGATION SYSTEM. UNIT 1A UNIT 1A 104

ROOM NAME A2.0 A1.10 3'-8 UNIT 2A PROVIDE PERFORATED AND SLEEVED PIPE FOR CONNECTION TO FUTURE RADON MITIGATION SYSTEM. UNIT 1A UNIT 1A 104 IRST OOR OMMON OOR & RM SU IRST OOR OMMON R INIS SU OOR NO. NM OOR RM TYP PIR WIT IT MT' TYP MT' RTIN T RWR 00- VSTIU N '-0" '-" UM - UM - YS PNI VI/NTRY UNTION, OSR 00- VSTIU N '-0" '-" UM - UM - YS PNI

More information

Module graph.py. 1 Introduction. 2 Graph basics. 3 Module graph.py. 3.1 Objects. CS 231 Naomi Nishimura

Module graph.py. 1 Introduction. 2 Graph basics. 3 Module graph.py. 3.1 Objects. CS 231 Naomi Nishimura Moul grph.py CS 231 Nomi Nishimur 1 Introution Just lik th Python list n th Python itionry provi wys of storing, ssing, n moifying t, grph n viw s wy of storing, ssing, n moifying t. Bus Python os not

More information

LANGSTON PARK BUILDING 1 TYPE C

LANGSTON PARK BUILDING 1 TYPE C STNR RITIONS GNRL NOTS P T LUM RH T G LT PPROX LK RG PL RM SMT RG M RK LKG LG PT M M ONT I TR L PL LG T LST TO ONST ON MU SMT J OUSTI PLSTR OUSITL ILING TIL LUMINUM RHITTURL SPHLT TIL RG O INISH LOOR LTRNT

More information

DESIGN DEVELOPMENT PRELIMINARY - NOT FOR CONSTRUCTION THE LANDING AT WILLIAMSBURG. Phase 1 - October January 2019 A00.11

DESIGN DEVELOPMENT PRELIMINARY - NOT FOR CONSTRUCTION THE LANDING AT WILLIAMSBURG. Phase 1 - October January 2019 A00.11 SIGN VLOPMNT RHITT Omaha, N. 0 FOO SRVI PLNNING SIGN phrata, P 75 Thompson reessen & orner, Inc. 0 Old Mill Rd Omaha, N 5 (0) 0-0 Phone INTRIORS Omaha, N. 0 Phase Renovation - October 7 - Jan ntry Replacement

More information

JOSHUA SADOWSKI (Metro)

JOSHUA SADOWSKI (Metro) PROJT OR: (Metro) 00 ULLR N.., SUIT GRN RPIS, MI, 90 PHON: (66) -70 SHT INX GRN RPIS, MI PTIO 789 S OL = TRVL ISTN = 80' KITHN S OL = WOMNS 9 S MNS 7 S N RIS STING 08 S OL = 8 STG MIN,67 S OL = 8 R R S

More information

GRANITE PEAKS BUILDING #3

GRANITE PEAKS BUILDING #3 RNIT PKS UILIN # 0. SO LILY RIV SNY, UTH rchitecture Interior esign Landscape rchitecture onstruction Management South 00 ast, Suite 00 Salt Lake ity, Ut ph. 0.6.00 fax 0.6. written permission from THINK

More information

Full Review Condominium

Full Review Condominium Full Rviw Conominium I. Bsi Projt Inormtion 1 Projt Lgl Nm 2 Projt Physil Arss 3 HOA Mngmnt Arss 4 HOA Nm (i irnt rom Projt Lgl Nm) 5 HOA Tx ID # 6 HOA Mngmnt Compny Tx ID # 7 Nm o Mstr or Umrll Assoition

More information

COMPLEXITY OF COUNTING PLANAR TILINGS BY TWO BARS

COMPLEXITY OF COUNTING PLANAR TILINGS BY TWO BARS OMPLXITY O OUNTING PLNR TILINGS Y TWO RS KYL MYR strt. W show tht th prolm o trmining th numr o wys o tiling plnr igur with horizontl n vrtil r is #P-omplt. W uil o o th rsults o uquir, Nivt, Rmil, n Roson

More information

ARLINGTON INDEPENDENT SCHOOL DISTRICT 1203 W. Pioneer Parkway Arlington, Texas ADDENDUM

ARLINGTON INDEPENDENT SCHOOL DISTRICT 1203 W. Pioneer Parkway Arlington, Texas ADDENDUM RLINGTON INPNNT SHOOL ISTRIT 03 W. Pioneer Parkway rlington, Texas 7603 NUM T: FROM: ugust, 07 Tammy raig irector Purchasing R: SP - erry, Rankin & Roark lementary Schools Renovations Project PLS NOT TH

More information

ALUMINUM STOREFRONT INTERIOR DOOR AND SIDELIGHT 4'-7" OPENING AT CMU SIGNAGE WALL PROVIDE LINTEL 153'-2" 30'-0" MEZZANINE LANDING PLAN

ALUMINUM STOREFRONT INTERIOR DOOR AND SIDELIGHT 4'-7 OPENING AT CMU SIGNAGE WALL PROVIDE LINTEL 153'-2 30'-0 MEZZANINE LANDING PLAN GNRL NOTS. RR TO MSONRY SPIITIONS N SHT. N. OR SOP O MSONRY WORK N SLB INORMTION.. RR TO STRUTURL RWINGS OR SOP O STRUTURL WORK INLU IN MSONRY BI PKG.. PROVI MOK UP STION T OLUMN LIN / TO /. S INIT ON

More information

CONNECTOR SYMBOL A SPLICE WIRE GAUGE CHART:

CONNECTOR SYMBOL A SPLICE WIRE GAUGE CHART: RWING INX ONNTOR LOING IGRMS...--5--- ONNTOR LOTING IGRM...9 POWR ISTRIUTION...0- GROUN ISTRIUTION... SWITHS...-5 WIPR SYSTM... ORWR LMP WIRING... RR LIGHT WIRING-STNR...-9 LRN LIGHT SYSTM...0 RONT LRN

More information

Detailed with Impact. Tel: Fax: RFI #: 0094 Date Created: 12/5/2012

Detailed with Impact. Tel: Fax: RFI #: 0094 Date Created: 12/5/2012 POST ate: //0 y: wdietz etailed with Impact Request for Iformatio 0..0 aer ealth eters 00 S. obso lvd Mesa, Z 80 Project # Tel: ax: Kitchell otractors Ic of Z RI #: 0 ate reated: //0 Respose ompay Respoded

More information

Self-Adjusting Top Trees

Self-Adjusting Top Trees Th Polm Sl-jsting Top Ts ynmi ts: ol: mintin n n-tx ost tht hngs o tim. link(,w): ts n g twn tis n w. t(,w): lts g (,w). pplition-spii t ssoit with gs n/o tis. ont xmpls: in minimm-wight g in th pth twn

More information

JULY, 2016 E.C Architects - Please contact your Kawneer representative for further assistance.

JULY, 2016 E.C Architects - Please contact your Kawneer representative for further assistance. JULY, 0.. -0 rchitects - Please contact your Kawneer representative for further assistance. Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement.

More information

DOCUMENT STATUS: MINTP0 E-ST5080, BASE, NO DISPLAY VENDOR: 15.5 INCH MATERIAL SEE BOM FINISH REVISION HISTORY ITEM NO. PART NUMBER DESCRIPTION

DOCUMENT STATUS: MINTP0 E-ST5080, BASE, NO DISPLAY VENDOR: 15.5 INCH MATERIAL SEE BOM FINISH REVISION HISTORY ITEM NO. PART NUMBER DESCRIPTION RV T RVSON STORY SRPTON O Y 0-0-0 PROUTON RLS K. N NOTS:. SRL LL NORMTON: a) VOLTS: V b) MPS:.0 c) YLS: N/ d) WTTS: W e) PS: N/ f) PX #: PX. RTTON LOOS: S / / LN R WT SOPROPYL LOLOL PROR TO PLN.. PK M:

More information

PROPOSED WILLOW PARK RENOVATION PROJECT

PROPOSED WILLOW PARK RENOVATION PROJECT ISLIMR ) LL RWINS RMIN T PROPRTY O T SINR. TIS RWIN N SIN MY NOT RPROU WITOUT T PRMISSION O T SINR. ) UNLSS NOT OTRWIS LL IMNSIONS: - R TO T TRIOR O STIN OR O STU ) VRIY LL IMNSIONS, LVTIONS N TUM, RPORT

More information