DESIGN CRITERIA FASTENERS 20 PSF 100 PSF 40 PSF 100 PSF 85 PSF 25 PSF 120 MPH 93 MPH 45 FT III ENCLOSED ± PER CODE 30 PSF 23.1 PSF

Transcription

1 STRUTURL REVITIONS ESIGN RITERI FSTENERS /0/0 ::0 PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt # ø LUM R RH SS / ETWN OT M LG PL RG TO NT J L LR MU OL ON ONN ONST ONT ONTR TR TR EFL ET IG I IFF IM O WG E EF EJ EL ELE ELEV ENGR UIP EXIST EXP EXT EW o o ROOF PLN (GENERI UILING SHOWN) T/ROOF T/PRPET NUMER OR POUN ROUN OR IMETER SQURE N T LUMINUM NHOR RO RHITETURE SSEML OTTOM OF ETWEEN OTTOM EM UILING SE PLTE ERING ENTER TO ENTER NTILEVER ONSTRUTION JOINT ENTER LINE LER ONRETE MSONR UNIT OLUMN ONRETE ONNETION ONSTRUTION ONTINUOUS ONTRTION ENTER ENTERE EFORME R NHOR EFLETION ETIL IGONL IMETER IFFERENT IMENSION ITTO RWING EH EH FE EXPNSION JOINT ELEVTION ELETRIL ELEVTOR ENGINEER UL UIPMENT EXISTING EXPNSION EXTERIOR EH W a WLLS (GENERI UILING SHOWN) o P P P a F F FN FF FLR FTG FS G GLV G HGT HORIZ HS HT IF INFO INT JNT JST L LG LLH LLV LSH LSV MNUF MT'L MX MEH MIN MIS NI NO NTS NS O O OF O/O OPNG OPP PERP PL PNL PREF PSF PSI QT P a P FLT R FLOOR RIN FOUNTION FINISH FLOOR FLOOR FOOTING FR SIE GGE GLVNIZE GENERL ONTRTOR HEIGHT HORIZONTL HEE STU NHOR HEIGHT INSIE FE INFORMTION INTERIOR JOINT JOIST POUN LONG LONG LEG HORIZONTL LONG LEG VERTIL LONG SIE HORIZONTL LONG SIE VERTIL MNUFTURER MTERIL MXIMUM MEHNIL MINIMUM MISELLNEOUS NOT IN ONTRT NUMER NOT TO SLE NER SIE ON ENTER OUTSIE IMETER OUTSIE FE OUT TO OUT OPENING OPPOSITE PERPENIULR PLTE PNEL PREFRITE POUNS PER SQURE FOOT POUNS PER SQURE INH QUNTIT OVERHNGS (NOPIES, ET) a P a o o a R OR R R REF REINF R R' RET REV RP SHE SET SIM SP SPE SQ ST STIFF STL STR STRUT SM T& T/ T/U PNEL TE THK THR TRNSV TS UON VER VERT W/ W/O WS WWF N S RIUS ROUN REFERENE REINFORE(MENT) RUIRE RUIRE RETINING REVISION RIUS POINT SHEULE SETION SIMILR SPE SPEIFITION SQURE STNR STIFFENER STEEL STRIGHT STRUTURL SMMETRIL TOP & OTTOM TOP OF TILTUP PNEL THIKENE EGE THIK THREE TRNSVERSE THIKENE SL IL UNLESS OTHERWISE NOTE VERIF VERTIL WITH WITHOUT WTERSTOP WELE WIRE FRI GENERL SMOLS PLN, SETION OR ETIL NO SHEET NUMER NORTH RROW KEE NOTE TO PLN FOUNTION E REVISION NUMER FOOTING STEP OMPONENT & LING ESIGN WIN PRESSURES (PSF) ZONE OVERHNG ZONE & OVERHNG ZONE ROOF 0 SF 0 SF 00 SF WLLS ZONE 0 SF 00 SF 00 SF p p.0 psf.0 psf.0 psf. psf. psf. psf.0 psf.0 psf.0 psf. psf. psf 8.9 psf.0 psf.0 psf.0 psf. psf 0. psf 8.9 psf 8. psf.8 psf. psf. psf. psf 8. psf. psf. psf NOTES: ) TLE PRESSURES RE FOR THE SQURE FOOT (SF) TRIUTR RE SHOWN. FOR OTHER TRIUTR RES, LINERL INTERPOLTE ETWEEN VLUES SHOWN OVE. ) POSITIVE PRESSURES T TOWR THE UILING. NEGTIVE PRESSURES T W FROM THE UILING. ) IGRMS FOR LOTION OF ZONES. ) PRESSURES SHOWN RE ULTIMTE PRESSURES, MULTIPL 0. FOR NOMINL PRESSURES. OMPONENTS N LING LOS S0. SLE: /" = '0" 0.8 psf 8. psf.8 psf 0. psf. psf.8 psf 9. psf.9 psf. psf 0. psf. psf 0.8 psf 8. psf. psf. psf 0. psf 8.0 psf.8 psf 9. psf 9.0 psf 8. psf 0. psf a='9" ESIGN PER 0 INTERNTIONL UILING OE, UNLESS OTHERWISE NOTE. LIVE LOS: ROOFS N NOPIES: (REUILE) STIRS FLOORS N HLLWS SERVING THEM PULI SPES N HLLWS SERVING THEM E LOS: FLOOR ROOF WIN LOS: ULTIMTE WIN SPEE: (SE 0) NOMINL WIN SPEE: MEN ROOF HEIGHT RISK TEGOR WIN EXPOSURE ENLOSURE LSSIFITION INTERNL PRESSURE OEFFIIENT IRETIONLIT FTOR (Kd) SHPE FTORS THIS UILING IS NOT LOTE IN THE WIN ORNE ERIS REGION. IMPT RESISTNT GLZING IS NOT RUIRE SNOW LOS: GROUN SNOW LO, Pg FLT ROOF SNOW LO (INLUING RIN ON SNOW SURHRGE) EXPOSURE FTOR, e THERML FTOR, t IMPORTNE FTOR, I RIFT SURHRGE, Pd WITH OF SNOW RIFT, W SEISMI: IMPORTNE FTOR, I SEISMI USE GROUP MPPE SPETRL RESPONSE ELERTION, Ss MPPE SPETRL RESPONSE ELERTION, S SITE LSS SPETRL RESPONSE OEFFIIENT, Sds SPETRL RESPONSE OEFFIIENT, Sd SEISMI ESIGN TEGOR SI STRUTURL SSTEM SEISMI RESISTING SSTEM RESPONSE MOIFITION FTOR, R NLSIS PROEURE SEISMI RESPONSE OEFFIIENT, s ESIGN SE SHER, V ONRETE (ESIGN PER URRENT EITION I 8) SL ON GRE FOOTINGS FLOOR EK FILL LL OTHER ONRETE LL REINFORING STEEL STM GRE 0. REINFORING STEEL SHOWN ON THESE RWINGS TO E WELE SHLL E STM 0. LL WELE WIRE FRI STM 8. STRUTURL STEEL (ESIGN PER URRENT EITION IS), UNLESS OTHERWISE NOTE (UON) MTERILS SHLL E S FOLLOWS: WSHPES STM 99, Fy=0 KSI OTHER SHPES & PLTES STM, Fy= KSI HSS SQURE & RETNGULR SHPES STM 00 GRE, Fy= KSI HSS ROUN SHPES STM 00 GRE, Fy= KSI STEEL PIPES STM GRE, Fy= KSI WELING ELETROES WS. OR. SERIES E0 HIGHSTRENGTH OLTS /"ø STM NHOR ROS GRE STM F WELE STUS STM 08 EFORME RS STM 9 WELLE RS STM 0 PINT & PROTETION SSP PINT SOIL ERING (ESIGN MXIMUM) GENERL NOTES ONRETE UNLESS OTHERWISE NOTE (UON) ON THE RWINGS, MINIMUM OVER FOR REINFORING SHLL E S FOLLOWS: FOOTINGS..." SLS ON GRE..." FROM TOP LL REINFORING SHLL E HEL SEUREL IN POSITION WITH STNR ESSORIES IN ONFORMNE WITH RSI MNUL OF STNR PRTIE N I URING THE PLING OF THE ONRETE. UNLESS OTHERWISE NOTE, SPLIES IN REINFORING, WHERE PERMITTE, SHLL E S FOLLOWS: WELE WIRE FRI... WIRE SPING PLUS " REINFORING RS... 9/S. EXTERIOR ONRETE SUJET TO EIING SLT WITHIN THE FIRST ER SHLL HVE 8 OMPRESSIVE STRENGTH OF 00 PSI a 0.% WTER EMENT RTIO N FL SH ONENT OF 8%. FOUNTION IF FOOTING ELEVTIONS SHOWN OUR IN ISTURE, UNSTLE, OR UNSUITLE SOIL, THE ENGINEER SHLL E NOTIFIE. THE OTTOM OF LL FOUNTIONS SHLL EXTEN MINIMUM OF " ELOW LOWEST FINISHE GRE WITHIN FEET OF THE FOUNTION. STEEL LL OLTS SHLL E SNUG TIGHT (S EFINE IS) UON. UNLESS OTHERWISE NOTE, EMTOEM N EMTOOLUMN ONNETIONS SHLL E S SHOWN IN ETIL &/S8.. MINIMUM SIZE OF LL FILLET WELS SHLL ONFORM TO SETION J IS SPEIFITIONS EVEN THOUGH SHOWN OTHERWISE ON RHITETURL, MEHNIL, OR STRUTURL RWINGS. LL WELS LONG THE LENGTH OF MEMERS INITE ON RHITETURL OR STRUTURL RWINGS, UT NOT SIZE, SHLL E MINIMUM OF: PROVIE NGLE SUPPORT (USE L/x/x/) LONG FE OF STEEL OLUMNS WHERE METL EK SPNS INTO IT. OMPOSITE STEEL FLOOR EK SHLL E TTHE WITH / IM PULE WELS (USE WEL WSHERS WHEN EK IS LESS THN G). PROVIE " T SUPPORTS (WELING SIELPS EH SIE T EH EM OR JOIST). PROVIE PERIMETER WELS T ". WELE STUS M REPLE PULE WELS. FSTEN SIE LPS WITH #0 TEK SREWS T " MX. 0 PSF 00 PSF 0 PSF 00 PSF 8 PSF PSF 0 MPH 9 MPH FT III ENLOSE ± PER OE 0 PSF. PSF PSF '. III LL OTHER UILING SSTEMS STRUT STEEL SS NOT SPEIFILL ETILE FOR SEISMI RESISTNE.0 UIV LTERL FORE W F'= 000 PSI F'= 000 PSI F'= 00 PSI F'= 000 PSI 00 PSF EXPNSION OLTS SHLL E HILTI KWIK OLT, SIMPSON STRONGTIE STRONGOLT OR PPROVE UL, UON. EMEMENT EPTH INTO ONRETE OR SOLI GROUTE MSONR SHLL E T LEST TIMES THE OLT IMETER. LEN HOLE N INSTLL PER MNUFTURER'S PRINTE INSTRUTIONS. SREW NHORS SHLL E HILTI KWIK HUSEZ, SIMPSON STRONGTIE TITEN H OR PPROVE UL, UON. EMEMENT IN ONRETE OR SOLI GROUTE MSONR SHLL E T LEST 9 TIMES THE OLT IMETER. LEN HOLE N INSTLL PER MNUFTURER'S PRINTE INSTRUTIONS. POWER TUTE FSTENERS (PF) SHLL E 0." IMETER HILTI XU, SIMPSON STRONGTIE PP OR UL, UON. EME MIN /" INTO ONRETE N MU. O NOT PLE WITHIN " OF MU MORTR JOINT. PF SHLL OMPLETEL PENETRTE STRUTURL STEEL. HESIVE NHORING (EPOX) HESIVE NHORING FOR ONRETE SHLL E HILTI HITH 00 RTRIGE SSTEM, SIMPSON STRONGTIE TXP OR PPROVE UL, UON. EMEMENT EPTH SHLL E T LEST TIMES THE INSERT IMETER, UON. HOLE IMETER SHLL E NO GRETER THN REOMMENE MNUFTURER. THE HOLE SHLL E LENE PER MNUFTURER'S REOMMENTIONS RUSHING OUT WITH WIRE OTTLE RUSH N LOWN OUT WITH IR USING OMPRESSOR WITH FUNTIONL OIL TRP (EXEPT WHERE PERMITTE WHEN USING HILTI SFE SET HIT Z NHOR RO OR HILTI HOLLOW RILL IT W/ VUUM). HESIVE NHORING FOR MSONR SHLL E HILTI HITH 0 RTRIGE SSTEM OR PPROVE UL, UON. EMEMENT EPTH INTO SOLI GROUTE MSONR SHLL E T LEST 9 TIMES THE INSERT IMETER, UON. HOLE IMETER SHLL E NO GRETER THN REOMMENE MNUFTURER. HOLES SHLL NOT E PLE WITHIN " OF VERTIL MORTR JOINT. LEN HOLE IN ORNE WITH MNUFTURER'S PRINTE INSTRUTIONS. GENERL NHORS SHLL MEET THE RUIREMENTS OF I.. INSTLLTION SHLL E IN ORNE WITH MNUFTURER'S PRINTE INSTRUTIONS N PERFORME N INSTLLER TRINE THE MNUFTURER. INSTLLTION OF HESIVE NHORS HORIZONTLL OR UPWRL, WHIH SUPPORT SUSTINE TENSION LOS SHLL E PERFORME ERTIFIE HESIVE NHOR INSTLLER IN ORNE WITH I8 PPENIX N ONTINUIOUSL INSPETE PER I8. PITIES UON, ESIGN ON STRENGTH OF NHORS HVE EEN SE ON RKE ONRETE, I. TEMPERTURE TEGOR, N INSTLLTIONS INTO R HOLES RILLE WITH ROTR IMPT RILL OR ROK RILL INTO ONRETE THT HS URE T LEST S N HS ONRETE TEMPERTURE OF T LEST 0 EGREES F T TIME OF NHOR INSTLLTION. MSONR LL LO ERING WLLS N EXTERIOR WLLS SHLL E OMPOSE OF STM 90 HOLLOW ONRETE MSONR UNITS WITH STM 0E "S" MORTR. GROUT SHLL ONFORM TO THE RUIREMENTS OF STM N HVE OMPRESSIVE STRENGTH OF 000 PSI. LL EXTERIOR MU WLLS SHLL E REINFORE FULL HEIGHT IN GROUT FILLE ELL WITH # T: E ORNER, WLL ENS, WLL INTERSETIONS E SIE OF ONTROL JOINTS N T MXIMUM SPING OF '0" O, UON ETIL /S. FOR IL REINFORING T WLL OPENINGS. T EM & JOIST GIRER ERING LOTIONS REINFORING S SHOWN IN PLN. LPPE RS SHLL E SEURE WITH WIRE TIES OR OTHER MENS TO ENSURE THT THE R IS NOT ISPLE URING GROUT PLEMENT OUTSIE THE TOLERNES ESTLISHE I 0. LP RS WITH THE FOLLOWING MINIMUM LENGTH. R RS TR' R SIZE E FE MU # " " # " " # 0" " GROUT LL ELLS ONTINING VERTIL REINFOREMENT IN '0" MXIMUM LIFTS. O NOT EGIN PLEMENT OF GROUT UNTIL LIGNMENT OF ELLS RE INSPETE N PPROVE. FILL LL ELLS ELOW FINISHE GRE. PROVIE HORIZONTL JOINT REINFOREMENT IN WLLS T " O VERTILL, UON. IN ITION, INSTLL JOINT REINFORING IN THE FIRST TWO MORTR JOINTS OVE & ELOW OPENINGS, EXTENING T LEST INHES EON THE OPENING. PROVIE HORIZONTL JOINT REINFOREMENT IN PRPETS N FREE STNING WLLS & O VERTILL. LP JOINT REINFOREMENT " MINIMUM. HORIZONTL REINFORING SHLL ONSIST OF T LEST TWO W. WIRES OR GRETER. RHITETURL RWING FOR EXPNSION OR ONTROL JOINTS. IF NOT SHOWN, LOTE VERTIL ONTROL JOINTS T '0" O MXIMUM, UT NOT LESS THN '0" FROM JOIST OR EM ERING PLTE. T UILING ORNERS, PROVIE ONE JOINT IN ONE OF THE TWO WLL SIES NO MORE THN '0" FROM THE UILING ORNER. ON/TIE EM REINFOREMENT SHLL E ONTINUOUS ROSS ONTROL JOINTS. " ULOK OR ON EM SHLL ONSIST OF TWO KNOKOUT LOKS. RS SPEIFIE TO E E FE SHLL E HEL IN PLE WITH SPERS N SHLL E LOTE / FROM E FE TO THE ENTER OF THE R. MSONR WORK SHLL E INSPETE IN ORNE WITH I 0 QULIT SSURNE LEVEL. SUPPLEMENTR NOTES PROVIE LL TEMPORR RING, SHORING, GUING OR OTHER MENS TO VOI EXESSIVE STRESSES N TO HOL STRUTURL ELEMENTS IN PLE URING ONSTRUTION. THE STRUTURE SHOUL NOT E ONSIERE STLE UNTIL LL STRUTURL ELEMENTS HVE EEN ONSTRUTE IN ORNE WITH THE ONTRT OUMENTS. MVEIGH & MNGUM ENGINEERING, IN OR N OF IT'S EMPLOEES SHLL NOT HVE ONTROL OR E RESPONSILE FOR ONSTRUTION MENS, METHOS, TEHNIQUES, PROEURES OR SUENES FOR THE TS OR OMISSIONS OF THE ONTRTOR OR N OTHER PERSONS PERFORMING THE WORK, OR FOR THE FILURE OF N OF THEM TO RR OUT THE WORK IN ORNE WITH THE ONTRT OUMENTS. VERIF LL IMENSIONS WITH RHITETURL RWINGS. RHITETURL, MEHNIL, ELETRIL N PLUMING RWINGS FOR EMES, OPENINGS, SLEEVES, ET. NOT SHOWN ON THE STRUTURL RWINGS. LL STRUTURL OPENINGS ROUN OR FFETE MEHNIL, ELETRIL N PLUMING UIPMENT SHLL E VERIFIE WITH UIPMENT PURHSE EFORE PROEEING WITH STRUTURL WORK FFETE. OMPLETE SHOP RWINGS FOR ONSTRUTION OF EH UILING OMPONENT NOT ESIGNE THE ESIGN TEM OF REOR N NOT SPEIFIE ON THE PROJET ONSTRUTION OUMENTS SHLL E SIGNE N SELE PROFESSIONL ENGINEER REGISTERE IN THE STTE OF THE PROJET N SHLL E VILLE T THE JO SITE URING TIMES OF INSPETION N ENGINEERING ESIGN PROVIE OTHERS N SUMITTE FOR REVIEW SHLL ER THE SEL OF N ENGINEER REGISTERE IN THE STTE OF RIZON. GENERL ONTRTOR MUST REVIEW N PPROVE SHOP RWINGS PRIOR TO SUMITTL TO RHITET/ENGINEER. SUMITTLS WHIH O NOT ONTIN THE ONTRTOR'S SHOP RWING STMP OR HVE EEN MEREL "RUER STMPE" SHLL E RETURNE WITHOUT REVIEW. HNGES TO THE ONTRT OUMENTS SHLL E LOUE ON SHOP RWINGS OR RUESTE IN WRITING. THE ONTRTOR IS LILE FOR N EVITIONS UNLESS REVIEWE N KNOWLEGE THE ENGINEER. SHOP RWING SUMITTLS SHLL ONL E HEKE FOR ONFORMNE WITH THE ESIGN ONEPT N THE INFORMTION SHOWN ON THE ONSTRUTION OUMENTS. RH FOR STEEL STIR ETILS. ESIGN OF FRMING MEMERS & ONNS TO E SPEILT ENGINEER, WORKING IRETL WITH THE STIR ETILER N FRITOR. WHERE SUPPORT POSTS RE RUIRE, PROVIE '0" SQ x '0" THIKENE SL W/ # OT FOR THIKENE SE OF STIR. SPEIFITIONS ONRETE WORK SHLL ONFORM TO THE RUIREMENTS OF I 0. "SPEIFITIONS FOR STRUTURL ONRETE FOR UILINGS" (LTEST EITION). EXEPT S MOIFIE THE RUIREMENTS OF THE ONTRT OUMENTS. THE ONTRTOR SHLL EMPLO N P N INEPENENT TESTING LORTOR TO PERFORM ONRETE TESTING. LL STRUTURL STEEL WORK SHLL E IN ORNE WITH THE LTEST EITIONS OF IS "SPEIFITIONS FOR STRUTURL STEEL UILINGS", IS "OE OF STNR PRTIE FOR STEEL UILINGS N RIGES", N WS." "STRUTURL WELING OE", EXEPT S MOIFIE THE RUIREMENTS OF THE ONTRT OUMENTS. PROOF OF WELER ERTIFITION SHLL E VILLE T THE JO SITE URING TIMES OF INSPETION. OLTE ONNETIONS SHLL E SSEMLE N INSPETE IN ORNE WITH RESERH OUNIL ON STRUTURL ONNETIONS "SPEIFITIONS FOR STRUTURL JOINTS USING STM OR 90 OLTS". OLTE N WELE ONNETIONS: THE ONTRTOR SHLL EMPLO N P N INEPENENT TESTING LORTOR TO INSURE THT LL FSTENERS N WELS RE INSTLLE IN ORNE WITH THE SPEIFITIONS. VISUL INSPETION SHLL E ME OF LL WELE N OLTE ONNETIONS. IN ITION, MINIMUM OF 0% OF LL HIGH STRENGTH OLTS SHLL E HEKE FOR PROPER TENSION N MINIMUM OF 0% OF LL FULL PENETRTION WELS SHLL E HEKE ULTRSONI TESTING. ITIONL OLTS N WELS M E TESTE T THE OPTION OF THE TESTING L REPRESENTTIVE. EFETIVE OLTS OR WELS SHLL E REMOVE N REPLE T NO ITIONL OST TO THE OWNER. METL EK WORK SHLL ONFORM TO THE RUIREMENTS OF THE LTEST EITION OF THE STEEL EK INSTITUTE (SI) SPEIFITIONS N OMMENTR FOR STEEL ROOF EK", "SI SPEIFITIONS N OMMENTR FOR OMPOSITE STEEL FLOOR EK", "SI SPEIFITIONS N OMMENTR FOR NONOMPOSITE FLOOR EK", N "SI OE OF REOMMENE STNR PRTIE FOR OMPOSITE EK, FORM EK N ROOF EK ONSTRUTION". LL LIGHT GGE STEEL WORK SHLL ONFORM TO ISI "SPEIFITION FOR THE ESIGN OF OL FORME STEEL STRUTURL MEMERS" (LTEST EITION). FOOTING N SL SUGRE PREPRTION SHLL E IN ORNE WITH REOMMENTIONS OF THE GEOTEHNIL REPORT FOR THE PROJET PREPRE ENGINEERING N TESTING ONSULTNTS, IN. (TE M 0, 0), N SHLL E IN OMPLINE WITH PPLILE RUIREMENTS OF GOVERNING UTHORITIES HVING JURISITION. GEOTEHNIL TESTING N INSPETION FIRM SHLL E EMPLOE TO PERFORM SOIL SURVE FOR STISFTOR SOIL MTERILS, SMPLING N TESTING FOR QULIT ONTROL S PER THE REOMMENTIONS OF THE GEOTEHNIL REPORT FOR THIS PROJET. LL ERTHWORK OPERTIONS SHLL E PERFORME TO THE STISFTION OF THE GEOTEHNIL TESTING FIRM. EXPNSIVE LS THE UILING SITE IS LOTE ON EXPNSIVE LS WHIH SWELL ONSIERL WHEN WTER IS E TO THEM N THEN SHRINKS WITH THE LOSS OF WTER. WHILE FUTURE MOVEMENTS M NOT E VOILE, THE FOLLOWING ITEMS RE RUIRE TO ONTROL FUTURE MOVEMENTS.. MINTIN MINIMUM GRE OF % W FROM THE UILING TO PREVENT RES WHERE WTER N PON N GRE OF 0% WITHIN FEET OF THE UILING IN ITION, LLOWNES IN FINL GRES SHOUL TKE INTO ONSIERTION POST ONSTRUTION MOVEMENT OF FLTWORK PRTIULRL IF SUH MOVEMENT WOUL E RITIL. NORML MINTENNE SHOUL INLUE INSPETION OF LL JOINTS IN PVING N SIEWLKS, ET. S WELL S RESELING WHERE NEESSR. SEVERL FTORS RELTE TO IVIL N RHITETURL ESIGN N/OR MINTENNE, WHIH N SIGNIFINTL FFET FUTURE MOVEMENTS OF THE FOUNTION N FLOOR SL SSTEMS.. PLNTERS LOTE JENT TO THE STRUTURES SHOUL E SELF ONTINE.. PLNTER OX STRUTURES PLE JENT TO UILING SHOUL E PROVIE WITH MENS TO SSURE ONENTRTIONS OF WTER RE NOT VILLE TO THE SUSOIL STRTIGRPH.. SPRINKLER MINS SHOUL E LOTE MINIMUM OF FIVE FEET FROM THE UILING LINE.. LRGE TREES N SHRUS SHOUL NOT E LLOWE LOSER TO THE FOUNTIONS THN HORIZONTL ISTNE UL TO THEIR MTURE HEIGHT UE TO THEIR SIGNIFINT MOISTURE EMN UPON MTURING.. MOISTURE ONITIONS SHOUL E MINTINE "ONSTNT" ROUN THE EGE OF THE SLS. PONING OF WTER IN PLNTER, IN UNPVE RES, N ROUN JOINTS IN PVING N SIEWLKS N USE SL MOVEMENTS EON THOSE PREITE IN GEOTEHNIL REPORT.. ROOF RINS SHOUL ISHRGE ON PVEMENT OR E EXTENE W FROM THE STRUTURES. 8. TRENH KFILL FOR UTILITIES SHOUL E PROPERL PLE N OMPTE S OUTLINE IN THE GEOTEHNIL REPORT FOR THE PROJET. SINE GRNULR EING KFILL IS USE FOR MOST UTILIT LINES, THE KFILLE TRENH SHOUL E PREVENTE FROM EOMING ONUIT N LLOWING N ESS FOR SURFE OR SUSURFE WTER TO TRVEL TOWR THE NEW STRUTURES. ONRETE UTOFF OLLRS OR L PLUGS SHOUL E PROVIE WHERE UTILIT LINES ROSS UILING LINES TO PREVENT WTER TRVELING IN THE TRENH KFILL N ENTERING ENETH THE STRUTURES. POST ONSTRUTION THE LONGTERM PERFORMNE OF THE FOUNTION WILL EPEN ON MINTENNE THE OWNER. THUS THE OWNER SHLL E VISE OF THE FOLLOWING:. RINGE MUST E MINTINE. WTER SHLL NEVER E LLOWE TO PON NER THE FOUNTION. M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: 00% SUMITTL RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT GENERL NOTES N ESIGN RITERI SHEET I: 0/0/ 00 S0. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

2 /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt PROJET MTERIL / TIVIT SHEULE OF SPEIL INSPETION SERVIES SERVIE 0.. Inspection of Fabricators Verify fabrication/quality control procedures Inplant review () 0. Steel onstruction. Fabricator and erector documents (Verify reports and certificates as listed in IS 0, chapter N, paragraph. for compliance with construction documents). Material verification of structural steel. Embedments (Verify diameter, gradetype, length, embedment. See 0. for anchors). Verify member locations, braces, stiffeners, and application of joint details at each connection comply with construction documents. Structural steel welding: a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the Q tasks listed in IS 0, Table N.) b. Inspection tasks uring Welding (Observe, or perform for each welded joint or member, the Q tasks listed in IS 0, Table N.) c. Inspection tasks fter Welding (Observe, or perform for each welded joint or member, the Q tasks listed in IS 0, Table N.) d. Nondestructive testing (NT) of welded joints: see ommentary ) omplete penetration groove welds /" or greater inrisk category III or IV ) omplete penetration groove welds /" or greater inrisk category II ) Thermally cut surfaces of access holes when material t> " ) Welded joints subject to fatigue when required by IS 0, ppendix, Table. ) Fabricator's NT reports when fabricator performs NT Submittal Review Shop () and field inspection Shop () and field inspection PPLILE TO THIS PROJET /N EXTENT GENT* TE OMPLETE Each submittal Observe or Perform as noted () Shop () and field inspection Observe () Shop () and field inspection Shop () or field ultrasonic testing 00% Shop () or field ultrasonic testing 0% of welds minimum Shop () or field magnetic Partical or Penetrant testing Shop () or field radiographic or Ultrasonic testing. Structural steel bolting: Shop () and field inspection a. Inspection tasks Prior to olting (Observe, or perform tasks for each bolted connection, in accordance with Q tasks listed in IS 0, Table N.) b. Inspection tasks uring olting (Observe the Q tasks listed in IS 0, Table N.) Observe or Perform as noted () Verify reports Each submittal () Observe or Perform as noted () Observe () ) Snugtight joints c. Inspection tasks fter olting (Perform tasks for each bolted connection in accordance with Q tasks listed in IS 0, Table N.). Inspection of steel elements of composite construction prior to concrete placement in accordance with Q tasks listed in IS 0, Table N. 0.. Steel onstruction Other Than Structural Steel Shop () and field inspection and testing Perform () Observe or Perform as noted (). Material verification of coldformed steel deck: a. Identification markings b. Manufacturer's certified test reports Submittal Review Each submittal. onnection of coldformed steel deck to supporting structure: Shop () and field inspection a. Welding b. Other fasteners (in accordance with IS 0,Section N) ) Verify fasteners are in conformance with approved submittal ) Verify fastener installation is in conformance with approved submittal and manufacturer's recommendations. Reinforcing steel Shop () and field inspection a. Verification of weldability of steel other than STM 0 b. Shear reinforcement ontinuous c. Other reinforcing steel 0. oncrete onstruction. Inspection of reinforcing steel installation (see 0.. for welding). Inspection of anchors cast in concrete where allowable loads have been increased per section 908. or where strength design is used. Inspection of anchors and reinforcing steel postinstalled in hardened concrete: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque Shop () and field inspection Shop () and field inspection or as required by the research report issued by an approved source. Verify use of approved design mix Shop () and field inspection. Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete. Inspection of concrete and shotcrete placement for proper application techniques. Inspection for maintenance of specified curing temperature and techniques 8. Inspection of formwork for shape, lines, location and dimensions 9. oncrete strength testing and verification of compliance with construction documents 0. Masonry onstruction () Level, and Quality ssurance:. Verify compliance with approved submittals () Level Quality ssurance:. Verification of f'm and f'c prior to construction 0. Soils. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. Verify excavations are extended to proper depth and have reached proper material. Perform classification and testing of controlled fill materials.. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of controlled fill. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared properly 0. Sprayed Fireresistant Materials. Verify surface condition preparation of structural members. Verify application of sprayed fireresistant materials. Verify average thickness of sprayed fireresistant materials applied to structural members. Verify density of the sprayed fireresistant material complies with approved fireresistant design. Verify the cohesive/adhesive bond strength of the cured sprayed fireresistant material Shop () and field inspection Shop () and field inspection Shop () and field inspection Field testing and review of laboratory reports Field Inspection Testing by unit strength method or prism test method and testing and testing ontinuous ontinuous ontinuous Per I Section 0.. Per I Section Mastic and Intumescent FireResistant oatings Inspect mastic and intumescent fireresistant coatings applied to structural elements and decks 0. Exterior Insulation and Finish Systems (EIFS). Verify materials, details and installations are per the approved construction documents. Inspection of waterresistive barrier over sheathing substrate 0. FireResistant Penetrations and Joints. Inspect penetration firestop systems Field testing Per STM E. Inspect fireresistant joint systems Field testing Per STM E9 0. Smoke ontrol Systems. Leakage testing and recording of device locations prior to concealment. Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification Field testing Field testing * INSPETION GENTS FIRM RESS TELEPHONE NO..... Notes:. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's gent, and not by the ontractor or Subcontractor whose work is to be inspected or tested. ny conflict of interest must be disclosed to the uilding Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the uilding Official and/or the esign Professional.. The list of Special Inspectors may be submitted as a separate document, if noted so above.. Special Insepctions as required by Section 0.. are not required where the fabricator is approved in accordance with I Section Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, bolted connection, or steel element.. NT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the HJ. Refer to IS 0, N. re Requirements for Seismic Resistance included in the Statement of Special Inspections? re Requirements for Wind Resistance included in the Statement of Special Inspections? STTEMENT OF SPEIL INSPETIONS PROJET: ERU RESIENE HLL # LOTION: PRESOTT, Z PERMIT PPLINT: PPLINT S RESS: RHITET OF REOR: STRUTURL ENGINEER OF REOR: TIM OWEN MEHNIL ENGINEER OF REOR: ELETRIL ENGINEER OF REOR: REGISTERE ESIGN PROFESSIONL IN RESPONSILE HRGE: TE: This Statement of Special Inspections is submitted in accordance with Section 0. of the 0 International uilding ode. It includes a Schedule of Special Inspection Services applicable to the abovereferenced Project as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these inspections. If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind Resistance. re Requirements for Seismic Resistance included in the Statement of Special Inspections? es No re Requirements for Wind Resistance included in the Statement of Special Inspections? es No The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the uilding Official and to the Registered esign Professional in Responsible harge at a frequency agreed upon by the esign Professional and the uilding Official prior to the start of work. iscrepancies shall be brought to the immediate attention of the ontractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the uilding Official and the Registered esign Professional in Responsible harge prior to completion of that phase of work. Final Report of Special Inspections documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the uilding Official and the Registered esign Professional in Responsible harge at the conclusion of the project. Frequency of interim report submittals to the Registered esign Professional in Responsible harge: Weekly iweekly Monthly Other; specify: The Special Inspection program does not relieve the ontractor of the responsibility to comply with the ontract ocuments. Jobsite safety and means and methods of construction are solely the responsibility of the ontractor. Statement of Special Inspections Prepared by: TIM OWEN Type or print name Signature uilding Official s cceptance: Signature Permit Number: ate ate Frequency of interim report submittals to the uilding Official: Preparer s Seal Monthly i Monthly Upon ompletion Other; specify: es es No No STTEMENT OF SPEIL INSPETIONS RUIREMENTS FOR SEISMI RESISTNE See the Schedule of Special Inspections for inspection and testing requirements Seismic esign ategory: Statement of Special Inspection for Seismic Resistance Required (es/no): NO escription of seismic forceresisting system subject to special inspection and testing for seismic resistance: (Required for Seismic esign ategories,, E or F in accordance with I Sections 0.. through 0.., 0.. and 0...) escription of designated seismic systems subject to special inspection and testing for seismic resistance: (Required for architectural, electrical and mechanical systems and their components that require design in accordance with hapter of SE, have a component importance factor, Ip, greater than one and are in Seismic esign ategories,, E or F.) escription of additional seismic systems and components requiring special inspections and testing: (Required for systems noted in I Section 0., cases, & in Seismic esign ategories,, E or F.) Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility. STTEMENT OF SPEIL INSPETIONS RUIREMENTS FOR WIN RESISTNE See the Schedule of Special Inspections for inspection and testing requirements Nominal esign Wind Speed, Vasd: 9 m.p.h. Wind Exposure ategory: N/ N/ Statement of Special Inspection for Wind Resistance Required (es/no): NO (Required in wind exposure ategory, where the nominal design wind speed, Vasd, is 0 miles per hour or greater. Required in wind exposure ategory or, where the nominal design wind speed, Vasd, is 0 miles per hour or greater.) N/ escription of main windforceresisting system subject to special inspection for wind resistance: (Required for systems noted in I Section 0.0. and 0.0.) N/ escription of windforceresisting components subject to special inspection for wind resistance: (Required for systems and components noted in I Section 0.0.) Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility. M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: 00% SUMITTL RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT SPEIL INSPETION RITERI SHEET I: 0/0/ 00 S0. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

3 ' / ' ' /" '" ' '0" ' / '" '" '0 /" '0 / '0 /" '" /" F.0 HSSXX/ ' /" ' / ' / / 0 S. HSS9XX/8 F.0 RP 0 S. / HSS9XX/8 F.0 F.0 HSS9XX/8 '" HSSXX/ ' /" Fx '0 /" F.0 " ' /" 9" P /" ' /" '0" '" F.0 HSS9XX/8 HSS9XX/8 F.0 P P HSS9XX/8 NOTE #8 9'" S0. " F.0 Fx S. HSSXX/8 HSS9XX/8 HSSXX/ HSSXX/ /" P P '0" /" /" 9'" 9'" ' FOOTING SHEULE 9'" Fx HSSXX/ '" F9x '" HSSXX/ S0. HSSXX/ HSSXX/ HSSXX/ HSSXX/8 HSS9XX/ HSSXX/8 HSSXX/8 E LENGTH WITH THIKNESS OTTOM REINF (LONG W) OTTOM REINF (SHORT W) TOP REINF (LONG W) TOP REINF (SHORT W) F.0 '0" '0" '0" # # F.0 '0" '0" '0" # # F.0 '0" '0" '" # # '0" '0" '" # # F8.0 8'0" 8'0" '" 9# 9# Fx '0" '0" '" # # # # Fx '0" '0" '" # # # # F9x 9'0" '0" '" # # # # Fx '0" '0" '" 0# # 0# # Fx '0" '0" '" # # # # Fx8 '0" 8'0" '" # 9# # 9# P P P P REMRKS 9'9" HSSXX/ '" SL JOINTS, /S., () P P HSS9XX/ HSSXX/8 '" P P Fx HSSXX/ HSSXX/8 HSSXX/8 HSSXX/ S. 9'" ' S. 9'" Fx8 HSSXX/ HSSXX/ HSSXX/ S0. HSSXX/ ' ONRETE SL ON GRE, PLN NOTE /" FOUNTION PLN RE S. SLE: / = '0" PLN NOTES: P P P 9'" S. P S. Fx HSSXX/ HSSXX/ HSSXX/ P Fx S0. HSSXX/ HSSXX/ HSSXX/ ' 9'0" P '" HSSXX/ HSSXX/ HSSXX/ P HSSXX/ X '" STIR, RH FOR IM '" 9'0" 9'0" '" P P S /" " P S. HSSXX/ HSSXX/ HSSXX/ '" P S. Fx F8.0 F.0 /" /" 9' /" RP PipeST HSSXX/ PipeXXS HSSXX/ HSS9XX/ /S. 9'0" P S. 0 9' /" '0" 9' /" 80 F.0 Pipe8XS PipeST 80 S. 0 9' /" RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT 0/0/ 00 /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt. FOR ESIGN RITERI N GENERL NOTES, SHEET S0... ELEVTIONS RE SE ON T/FIRST FLOOR SL TUM OF 00'0". IVIL WGS FOR TUL ELEVTION.. GROUN FLOOR SL SHLL E " ONRETE SL ON GRE w/ WWF x W. x W. ON VPOR RRIER OVER " PROESSE GGREGTE SE ORSE () ON OMPTE SUGRE. PROVIE " T EXTERIOR SLS.. T/ EXTERIOR FOOTING EL = 98'0",, UON.. T/ INTERIOR FOOTING EL = 98'0,, UON.. F# ENOTES FTG E, FTG SHEULE THIS SHEET.. 8/S. WHERE PIPE PENETRTES PERIMETER OF UILING. MEH, PLUMING, N RH FOR PIPE LOTIONS, SIZES N ELEVTIONS. 8. PROVIE #x'0" MI LL REENTRNT ORNERS W/O SL JOINT N WHERE SHOWN. 9. FOR IMENSIONS, SETIONS N ELEVTIONS NOT SHOWN, RH. 0. FOR FOOTING REINFOREMENT T ORNERS ETIL /S... S ENOTES STEP IN WLL FTG, 9/S... P# ENOTES ONRETE PEESTL. ETIL /S. FOR P ETIL /S0. FOR P N P. N KE PLN M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 00% SUMITTL FOUNTION PLN RE SHEET I: S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

4 '8 /" '" ' ' ' ' '" '" '" '" ' 9'" '" '" ' /" /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt X ' /" '" '0 / '0 /" 0'" '" '" '" ' ' / '" PipeXXS HSSXX/ HSSXX/ ' /" HSS9XX/ F.0 9' /" /S. RP HSSXX/ F8.0 Fx S. F.0 PipeST HSSXX/ P P HSSXX/ HSSXX/ HSS9XX/ Fx HSSXX/ S0. S P F8.0 " 9'9" S. HSSXX/ HSSXX/ HSSXX/ HSSXX/ Fx P P 9'" HSSXX/ HSSXX/ HSSXX/ HSSXX/ SL JOINTS, /S., () Fx P P 9'" 9'9" HSSXX/ HSSXX/8 HSSXX/ S0. HSSXX/ Fx8 S. ONRETE SL ON GRE, PLN NOTE /" S. FOUNTION PLN RE S. SLE: / = '0" PLN NOTES:. S. FOR TIONL NOTES. P P P 9'" HSSXX/ HSSXX/8 HSSXX/8 HSSXX/ Fx P P HSS9XX/ HSSXX/8 P / " HSSXX/ /S. F9x P 9'" S. HSSXX/ HSSXX/ S. 8 S0. HSS9XX/ HSSXX/8 P P HSSXX/ HSSXX/8 HSSXX/8 9'" HSSXX/ Fx P P 9'" HSSXX/8 9'9" HSSXX/ P HSSXX/ HSSXX/ F.0 Fx S. 9 S0. P HSS9XX/8 P HSS9XX/8 HSS9XX/8 P HSS9XX/8 " HSSXX/ ' /" /" Fx F.0 " F.0 ' /" /" '0" / F.0 HSSXX/ F.0 HSS9XX/8 F.0 F.0 HSS9XX/8 F.0 8 S. HSS9XX/8 / '" S. SL JOINTS, /S., () ONRETE SL ON GRE, PLN NOTE S. '" FE OF WLL S. 8' 0 S. 0 S. FOUNTION PLN RE S. SLE: / = '0" 0 S. P 9" '0 /" HSSXX/ /S. 9'0" ' / ' /" '9 /" FE OF WLL / '8 / FE OF WLL HSS9XX/8 F.0 F / " HSS9XX/8 F.0 HSS9XX/8 8 S. F.0 N 8 / F.0 HSSXX/ 8' /" / ' /" ' / '8 / 9' /.. KE PLN. E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8. M VEIGH MNGUM RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: 00% SUMITTL RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT FOUNTION PLN RE SHEET I: 0/0/ 00 S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

5 ' / ' /" ' / ' / '" '" 9'" ' '" '" '" '" ' ' ' '" '" OUTSIE FE OF HSS '" 9 S9. 0 ' / HSS8XX/ (LSV) 0 RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt '0 /" /" ' ' /" ' / '0" ' '" '" '" '0 /" '0 / '" / ONN, 9/S8. S8. HSSXX/ " WX [0] WX [0] WX HSSXX/ k WX [] W8X0 [] WX [0] W8X0 W8X0 WX [] WX [] k ' /" S8. /" S8. ' /" S8. '" k HSSXX/ 9 0 S8. S8. 9 S8. W8X0 W8X0 WX S9. S8. WX WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [8] S0. W8X0 W0X [] S8. HSSXX/ k WX [] W8X0 k W8X0 WX [0] 0k k k WX [] k WX [0] W8X0 W8X0 WX [] W8X0 WX [0] /" NW ON w/ WWF xw.xw. ON " 8ga (MIN) GLV METL OMPOSITE FLOOR EK S0. WX [0] W8X0 WX [0] W8X0 WX [0] WX [0] WX [0] k WX [0] k WX [] k WX [0] 8 S8. k WX [] k W8X0 k WX [] k k WX [] k W8X0 k WX [] k WX [0] k WX [] k W8X0 k WX [] k k WX [] k W8X0 k WX [] k WX [0] k WX [] k W8X0 k WX [] k 8 /" k WX [] k W8X0 k WX [] k WX [0] S8. k WX [] k W8X0 WX [] S0. k WX [] k WX [0] W8X0 k WX [] k WX [0] SEON FLOOR FRMING PLN RE S. SLE: / = '0" PLN NOTES:. FOR ESIGN RITERI N GENERL NOTES, SHEET S0. FOR ESIGN RITERI N GENERL NOTES.. nd FLOOR T/ SL EL = '" UON. T/FLOOR STEEL EL IS /" ELOW T/FLOOR SL EL T/STEEL EL = ' / T FRONT NOP T/STEEL EL = '" T RER NOP T/STEEL EL = '0 / T MEHNIL ROOM ROOF. [ ] ENOTES NUMER OF SHER STUS RUIRE, ETIL /S8.. EMS WITH FLNGES LESS THN 0.0" MUST HVE SHER STUS PLE IRETL OVER THE EM WE OR UPSIZE THE EMS S FOLLOWS. W8: W8x W0: W0x W: Wx9. "#K" ENOTES FTORE EM RETION FOR SIZING EM ONNETION. RETIONS NOT LISTE SHLL E ESIGNE FOR K.. THE GUGE OF THE METL FLOOR EK SHOWN IS THE MINIMUM LLOWE. THE ONTRTOR IS RESPONSILE FOR PROVIING N UNSHORE EK SSTEM OR PROVIING EK SHORING S RUIRE TO VOI OVER STRESSING THE EK URING PLEMENT OF ONRETE.. FLOOR EK SHLL HVE SPNS UNLESS PPROVE THE ENGINEER. IF PPROVE, MXIMUM UNSHORE SPNS SHLL E S FOLLOWS (GRETER SPNS SHLL E SHORE): SINGLE SPN 0'" OULE SPN '" 8. J ENOTES EPTLE ONSTRUTION JOINT LOTIONS. OTHER LOTIONS SHLL E PPROVE THE ENGINEER PRIOR TO POURING THE SL. 9. ONTRTOR SHOUL NOTE THT EK N EM EFLETION WILL INRESE THE ESTIMTE ONRETE QUNTIT. 0 FOR EM TO EM & EM TO OLUMN ONNETIONS. &/S8.. EM RETIONS N ONNETIONS THT FLL OUTSIE THE LIMITS OF THESE ETILS SHLL E ESIGNE THE SPEILT ENGINEER LIENSE IN THE STTE OF THE PROJET N SHLL E SUMITTE S SIGNE N SELE SHOP RWINGS N LULTIONS FOR PPROVL.. FOR FRMING T OPENINGS NOT SHOWN, /S8. OORINTE OPENING LOTIONS WITH MEH N RH RWINGS.. GENERL ONTRTOR SHLL OORINTE LL SL OPENINGS T STIR RES, ELEVTORS, MEH/HV OPENINGS, ET. RH N MEH WGS FOR SPEIFI LOTIONS ON PLNS.. INITES MOMENT FRME ONNETION. ETIL 8/S9.. ENTOES " 8G E N GLV ROOF EK. k WX [] k W8X0 k WX [] k S8. k WX [] k WX [0] W8X0 k WX [] k WX [0] k WX [] k W8X0 0k WX [] 0k NOTE 8 X k WX [] k WX [0] W8X0 k WX [0] k '" WX [0] '0 /" '0 /" S0. 8'" '" W8X0 WX [] W8X0 k WX9 [] 9k WX [] k 9" 9" " OUTSIE FE OF MU S8. HSS8XX/ W8X0 W8X0 W8X0 W8X0 W8X0 HSSXX/ 9' /" k WX [] k W8X0 [] " W8X0 [] WX9 [] HSSXX/8 (LSH) '" HSS9XX/ RP 8' / W8X0 HSSXX/ 8k WX [] W8X0 HSS9XX/ /S. /" S9. W8X8 OPEN W8X0 [] WX WX [] WX HSS9XX/ HSSXX/ k W0X HSSXX/ WX [] W8X0 [] HSSXX/ k0k0k 9' /" ONN, 9/S8. N k " WX [8] 8k k HSS8XX/ (LSV) ' / ' / W8X8 WX [] HSSXX/ 8' / KE PLN HSSXX/ k HSSXX/8 (LSH) M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 MRK REVISION TE ESRIPTION TE: JO NO.: 00% SUMITTL RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT SEON FLOOR FRMING PLN RE SHEET I: 0/0/ 00 S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

6 WX WX [] '8 /" '" ' ' ' ' '" '" '" '" ' 9'" '" '" ' /" /0/0 ::0 PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt X '" '" '0 /" '" '" '" '" ' ' / ' /" '0 / HSSXX/ HSSXX/8 (LSH) k W0X W8X0 [] k WX [] W8X0 ONN, 9/S8. HSS9XX/ S9. /S. 0 S8. W8X0 " 9' /" RP OPP HSS8XX/ W8X0 W8X0 [] W0X [] HSSXX/ W8X0 W8X0 9 S8. W8X0 [] WX [] W8X0 W8X0 S8. ' k 8k OPP WX [] W8X0 S0. W8X0 WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX k WX [] k WX [0] W8X0 WX [0] WX [0] S0. WX [0] /" NW ON w/ WWF xw.xw. ON " 8ga (MIN) GLV METL OMPOSITE FLOOR EK S0. WX [0] WX [0] WX [0] WX [0] W8X0 WX [0] W8X0 WX [0] k WX [] k WX [0] k WX [] k W8X0 k WX [] k NOTE 8 k WX [] k W8X0 k WX [] k WX [0] k WX [] k W8X0 k WX [] k k WX [] k W8X0 k WX [] k WX [0] k WX [] k W8X0 WX [] 8 /" S8. S8. k WX [] W8X0 WX [] WX [0] S8. k WX [] W8X0 WX [] W8X0 k WX [] 8 k k k k k k k W8X0 k WX [] k WX [0] SEON FLOOR FRMING PLN RE S. SLE: / = '0" PLN NOTES:. SHEET S. FOR TIONL NOTES. S8. /S. HSSXX/ WX [0] WX [0] HSSXX/ k WX [] k WX [] W8X0 k WX [] k 8 k WX [] k W8X0 k WX [] k WX [0] S8. W8X0 k WX [] k W8X0 k WX [] k k WX [] k WX [0] W8X0 k WX [] k WX [0] '8 /" k W8X0 k WX [] k WX [0] 0k 9 S0. W8X0 W8X0 W8X0 W8X0 W8X0 W0X [] S8. HSSXX/ HSSXX/ 8 9 S8. '" S9. WX8 WX8 WX8 S9. 9' / ' / " 8ga E N GLV FLUTE ' /" 8' /" METL ROOF EK '8 / '" S9. SEON FLOOR FRMING PLN RE S. SLE: / = '0" 8' k W8X0 WX /" ' / 9'0" '8 / / ' /" '9 /" 8'0" k k S8. W8X0 [8] S8. '" 9 S8. S8. /S HSSXX/ WX [0] WX [0] HSSXX/ N S8. 8' /" ' /" ' / '8 /. 9' /. KE PLN. E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8. M VEIGH MNGUM RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: 00% SUMITTL RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT SEON FLOOR FRMING PLN RE SHEET I: 0/0/ 00 S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

7 ' / ' ' /" '" ' '0" ' / S8. '" '" '0 / '0 /" ONN, /S8. '" ' /" ' / ' / HSSXX/ WX [0] WX [9] WX HSSXX/ k WX [] k '" S8. 9 S8. WX [] S8. '" WX [0] W8X0 W8X0 [] '" k HSSXX/ WX WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [] S0. W8X0 9'" W8X0 W8X0 [] W0X [] HSSXX/ k WX [] W8X0 k W8X0 WX [0] 0k k ' k WX [] k WX [0] W8X0 WX [0] k WX [] k WX [0] 8 S8. k WX [] k W8X0 k WX [] k '" W8X0 k WX [] k W8X0 W8X0 WX [0] S0. W8X0 WX [0] W8X0 WX [0] WX [0] WX [0] WX [] k WX [] k WX [0] '" k WX [] k WX [] W8X0 k WX [] k '" k WX [] k W8X0 k WX [] k WX [0] '" k WX [] k W8X0 k WX [] k 8 /" S8. WX [] /" NW ON w/ WWF xw.xw. ON " 8ga (MIN) GLV METL OMPOSITE FLOOR EK S8. k k W8X0 k WX [] k WX [0] k WX [] k W8X0 WX [] S0. k WX [] k WX [0] W8X0 k WX [] k WX [0] THIR FLOOR FRMING PLN RE S. SLE: / = '0" PLN NOTES: '. rd FLOOR T/SL EL = '". SHEET S. FOR TIONL NOTES. ' k WX [] k W8X0 k WX [] k S8. ' k WX [] k WX [0] W8X0 k WX [] k WX [0] '" k WX [] k W8X0 0k WX [] 0k k WX [] k WX [0] W8X0 '" k WX [] k WX [] S0. W8X0 WX WX [] 9k WX [] k 9" WX9 [] k 9" W8X0 S0. " '" W8X0 W8X0 W8X0 W8X0 WX 9' /" S8. W8X0 [] k WX [] k W8X0 [] " WX [] W8X0 W8X0 WX [] WX [9] '" 8k k WX W8X0 [] 0 W8X0 WX9 [] WX k W8X0 [] WX [] '" '" '" '" ' / ' /" '0 /" WX [] '0 / ' ' / k 0k 0k /S. 9' /" WX9 [] 9k k 8k k '" WX [] 0 k RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT 0/0/ 00 /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt N KE PLN M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 00% SUMITTL THIR FLOOR FRMING PLN RE SHEET I: S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

8 WX WX [] ' ' /" '" '" '" '" ' ' / '0 / '0 /" k WX [] k W8X0 0k W8X0 [] 9k WX9 [] k /S. W8X0 W8X0 W8X0 W8X0 [] W0X [] HSSXX/ W8X0 W8X0 W8X0 [] WX [] W8X0 WX [] WX [] 8k k W8X0 S0. W8X0 WX [0] k WX [] k WX [0] WX [0] S0. WX [0] /" NW ON w/ WWF xw.xw. ON " 8ga (MIN) GLV METL OMPOSITE FLOOR EK WX [0] WX [0] WX [0] WX [0] W8X0 WX [] W8X0 WX [0] W8X0 WX [0] k WX [] k k WX [] k W8X0 k WX [] k k WX [] k W8X0 WX [0] k WX [] k k WX [] k W8X0 k WX [] k k WX [] k W8X0 WX [0] k WX [] k k WX [] k W8X0 WX [] S8. S8. k WX [] W8X0 WX [0] WX [] W8X0 WX [0] 8 S0. WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [0] WX [] W8X0 WX [] S8. WX [] W8X0 WX [] WX [] W8X0 WX [] WX [0] 8 k k k 9'8 /" '" ' ' ' ' '" '" '" '" ' 9'" '" '" THIR FLOOR FRMING PLN RE S. SLE: / = '0" k k k k 8 /" k k k k k k k k k WX [] k W8X0 k WX [] k S8. W8X0 k WX [] k W8X0 k WX [] k WX [0] k WX [] k W8X0 WX [0] k WX [] k k WX [] k W8X0 0k WX [0] k WX 9 S0. W8X0 W8X0 [] W8X0 W8X0 W0X [] HSSXX/ WX [0] W8X0 [] W8X0 WX [] k HSSXX/ 9 S8. S8. S8. k k '" ' /" HSSXX/ WX [0] WX [0] HSSXX/ S8. RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT 0/0/ 00 PLN NOTES:. SHEET S. FOR TIONL NOTES. /0/0 ::0 PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt N KE PLN M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 00% SUMITTL THIR FLOOR FRMING PLN RE SHEET I: S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

9 '" ' /" ' / ' / '" 9'" ' '" '" S9. '" '" 0' / ' ' ' '" '" 0 S9. '" 0 RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) W8X0 W8X0 W8X0 0 /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt ' /" '0 /" '0" ' / '0 / ' '" '" ' '" HSSXX/ S8. WX WX HSSXX/ WX OPEN WX WX WX WX WX WX WX WX WX WX WX WX S0. W8X0 W8X0 0 S9. W8X0 W8X0 WX0 W8X0 WX WX0 WX W8X0 W8X0 WX S0. W8X0 WX WX W8X0 WX W8X0 WX WX WX WX9 WX0 WX WX0 W8X0 WX0 WX0 W8X0 WX0 WX WX0 W8X0 WX0 WX0 W8X0 WX0 WX S9. WX0 W8X0 WX0 S9. WX0 " 8ga E N GLV FLUTE METL ROOF EK W8X0 WX0 WX WX0 W8X0 WX S0. WX0 WX W8X0 WX0 WX WX0 W8X0 WX0 HSS 9xx/ LSV (HI N LO) IL T PRPET ONITION ROOF N TH FLOOR FRMING PLN RE S. SLE: / = '0" PLN NOTES:. ELEVTIONS RE SE ON FIRST FLOOR T/SL TUM EL 00'0". IVIL WGS FOR TUL ELEVTION.. FOR ESIGN RITERI N GENERL NOTES, SHEET S0... T/STEEL EL = ROOF, UON. T/STEEL EL = 8' th FLOOR UON.. "#K" ENOTES FTORE EM RETION FOR SIZING EM ONNETION. RETIONS NOT LISTE SHLL E ESIGNE FOR K.. FOR FRMING T OPENINGS NOT SHOWN, /S9., OORINTE OPENING LOTIONS w/ MEH N RH RWINGS.. P=?k ENOTES FTORE WIN XIL FORE TO E TRNSMITTE FROM EM TO EM.. ENOTES EXTENTS OF FOURTH FLOOR RE. ENOTES ROOF 8. FOR ROOF EK TTHMENT ET 9/S9. 9. INITES MOMENT FRME ONNETION, ETIL 0. FOR ROOF TOP UNIT TTHMENT, /S9. /S8. S9. WX0 WX W8X0 WX0 WX WX0 W8X0 WX0 WX0 WX W8X0 WX0 WX S0. S9. S8. W8X0 WX WX WX [0] WX [] k k W8X S0. W8X0 W8X0 W8X0 9' /" WX [0] W8X0 [] WX [8] HSS8XX/ WX [0] /" NW ON w/ WWF xw.xw. ON " 8ga (MIN) GLV METL OMPOSITE FLOOR EK W8X0 /S. OPEN W8X0 [] WX N OPEN 9' /" HSS8XX/ W8X0 N WX0 W8X0 [] WX [0] W8X0 8 S9. 0 S9. KE PLN W8X0 M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 MRK REVISION TE ESRIPTION TE: JO NO.: 00% SUMITTL RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT ROOF N TH FLOOR FRMING PLN RE SHEET I: 0/0/ 00 S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

10 '8 /" '" ' ' ' ' '" '" '" '" ' 9'" '" '" ' /" S9. RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) W8X0 W8X0 W8X0 WX WX WX WX WX WX WX WX ' ' /" '" ' ' / '" '" '0 / '0 /" '" W8X0 [] WX [0] W8X0 WX0 /S. W8X0 W8X 0 S0. W0X [] N W8X0 W8X0 W8X0 WX WX W8X0 WX [0] k W8X k S0. S8. 0 S9. 8 S9. WX0 WX W8X0 WX WX S0. WX WX WX WX W8X0 WX W8X0 WX WX0 WX WX0 W8X0 WX0 WX0 W8X0 WX0 WX WX0 W8X0 WX0 WX0 W8X0 WX0 WX S0. WX0 W8X0 WX S9. WX0 " 8ga E N GLV FLUTE METL ROOF EK WX W8X0 WX0 WX WX0 W8X0 WX0 W8X0 WX0 W8X0 WX0 WX ROOF N TH FLOOR FRMING PLN RE S. SLE: / = '0" WX0 WX W8X0 WX0 HSS 9xx/ LSV (HI N LO) IL T PRPET ONITION 8 WX0 W8X0 WX0 WX W8X0 WX0 W8X0 WX0 WX0 WX W8X0 WX0 WX WX0 W8X0 WX W8X0 9 S0. W8X0 W8X0 W8X0 W8X0 0 S9. WX WX W8X0 W8X0 WX OPEN WX HSSXX/ WX WX HSSXX/ S8. 8' /" ' /".. ' / 9' / '8 /.. MRK REVISION TE ESRIPTION TE: 0/0/ JO NO.: 00 RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT /0/0 ::0 PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt PLN NOTES:. SHEET S. FOR TIONL NOTES. N KE PLN M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 00% SUMITTL ROOF N TH FLOOR FRMING PLN RE SHEET I: S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.

11 ' / '0" '" 9 S9.. S9. HSSXX/ HSS8XX/ HSS8XX/ HSS8XX/ S9. '" LL SIES. VERIF w/ RH WX HSSXX/ WX HSSXX/ '" ' /" ' / HSSXX/ HSS8XX/ WX WX WX9 WX9 WX 9 S9. HSSXX/ WX " 8ga E N GLV FLUTE METL ROOF EK HSSXX/ HSS8XX/ WX WX WX9 WX9 S9. HSSXX/ HSSXX/ HSS8XX/ HSS8XX/ HSS8XX/ S0. HSSXX/ HSSXX/ PRTIL HIGH ROOF FRMING 9'0" 9'0" S9... 9'0" '" 0'0" '" SIM S9. S9. S9. S9. HSS8XX/ HSS8XX/ HSS8XX/ HSS8XX/ HSS8XX/ HSSXX/ HSS0XX/ (LSH) HSS0XX/ (LSH) HSS0XX/ (LSH) W8X S0. W8X W8X HSS8XX/8 W8X W8X W8X W8X W8X FOR UT HSSXX/ W8X k W8X FOR UT k 9k W8X S0. W8X W8X " 8ga E N GLV FLUTE METL ROOF EK W8X W8X S9. W8X W8X HSS8XX/ LSV W8X W8X W8X W8X W8X W8X W8X W8X HSS8XX/8 HSS8XX/ HSS8XX/8 S9. '" S9. HSSXX/ S9. '" HSSXX/ 0 W8X W8X W8X W8X W8X W8X W8X " 8ga E N GLV FLUTE METL ROOF EK W8X FOR UT k HSS8XX/ W8X W8X W8X 0 S0. W8X W8X FOR UT HSSXX/ 0 9k HSS0XX/ (LSH) W8X PRTIL HIGH ROOF FRMING HSS8XX/ S9. W8X W8X HSS0XX/ (LSH) HSS8XX/ W8X S0. W8X k '" HSS8XX/8 HSS0XX/ (LSH) HSS8XX/ HSSXX/ W8X HSS8XX/ S9. 0'" LL SIES, VERIF w/ RH HSS8XX/ S9. OUTSIE FE OF HSS LL ROOFS.. ' / '" '" LL SIES VERIF w/ RH 9'0" 9'0" S9. HSS8XX/ HSS8XX/ HSS8XX/ 9 S0. HSSXX/ HSSXX/ HSSXX/ HSSXX/ WX9 WX9. WX WX S9. '" ' /" WX9 WX9 WX HSSXX/ HSS8XX/ HSS8XX/ HSSXX/ WX " 8ga E N GLV FLUTE METL ROOF EK WX WX LSV WX HSSXX/ WX S9. HSSXX/ HSSXX/ HSSXX/ HSS8XX/ HSS8XX/ S9. PRTIL HIGH ROOF FRMING HSS8XX/ RHITETUREINTERIORS ESIGNUIL SERVIES Southpoint rive East Jacksonville, Florida (90) MRK REVISION TE ESRIPTION TE: JO NO.: RESIENE HLL No. EMR RILE ERONUTIL UNIVERSIT 0/0/ 00 S. SLE: / = '0" S. SLE: / = '0" S. SLE: / = '0" /0/0 :: PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt PLN NOTES:. T/STEEL EL = '" UON.. SHEET S. FOR TIONL NOTES. PLN NOTES:. T/STEEL EL = 8'0" UON.. SHEET S. FOR TIONL NOTES.. ENOTES EK SPN PLN NOTES:. T/STEEL EL = '" UON.. SHEET S. FOR TIONL NOTES. N KE PLN M VEIGH MNGUM E N G I N E E R I N G. I N 9 R.G. Skinner Parkway Jacksonville, Florida 0 Ph: (90) 800 Fax: (90) 00 License No.: 8 00% SUMITTL HIGH ROOF FRMING PLN RES & SHEET I: S. opyright 0. This drawing is the instrument of service and property of PQH Group esign, Inc ny use or reproduction without the expressed written permission of this corporation is prohibited. ll rights of design and invention are expressly reserved.