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phase 3 electrical I KEY NOTES Sea Turtle Resort Hotel Renovation I 1\ ELECTRICAL ABBREVIATIONS ELECTRICAL SYMBOL LFGEND LEGEND NOTES GENERAL NOTES WHERE ABBREVIATIONS ARE USED IN THE DOCUMENTS ANDAshford Hospitality Trust NOT LISTED IN THE FDLLOWING REFER TO ANSI/IEEE SYMBOL DESCRIPTION MTG HT L-1 EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL BRANCH G-1 ALL SYMBOLS INDICATED IN LEGEND(S)MAY NOT NECESSARILY BE USED ON THIS PROJECT STANDARD 100 AND FOR MECHANICAL EQUIPMENT REFER NOTE L CIRCUIT RACEWAYS 14185 Dallas Parkway TO THE MECHANICAL SYSTEMS ABBREVIATIONS SCHEDULE SINGLE POLE SINGLE THROW TOGGLE SWITCH 48 G-2 THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT N AMPERE TWO SINGLE POLE SINGLE THROW SWITCHES AND BALLAST L-2 UNLESS NOTED MOUNTING HEIGHT DIMENSIONS ARE TO THE CENTER OF THE REVIEW ARCHITECTURAL DRAWINGS FOR DOOR SWINGS CABINETS COUNTERS AND BUILT-IN EQUIPMENT CONDITIONS Suite I 100 ALTERNATING CURRENTS COMBINATION TO CONTROL OUTER LAMP ON ONE SMTCH DEVICE OR OUTLET ABOVE GRADE OR FINISHED FLOOR INDICATED ON ARCHITECTURAL PLANS SHALL GOVERN COORDINATE INSTALLATION OF ELECTRICAL EQUIPMENT WITH INNER LAMP(S) AMPS ON OTHER SNATCH 48 STRUCTURAL SYSTEM AND MECHANICAL EQUIPMENT AND ACCESS THERETO COORDINATE INSTALLATION OF RECESSED ABOVE FINISHED FLOOR DOUBLE POLE SINGLE THROW SWITCH 48 L-3 FURNISH AND INSTALL 3/4 CONDUIT HOMERUNS TO NEAREST TELEPHONE ELECTRICAL EQUIPMENT WITH CONCEALED DUCTWORK AND PIPING REFER TO ARCHITECTURAL DRAWINGS AND/OR INTERIOR Dallas,TX 75254 ABOVE FINISHED GRADE THREE-WAY TOGGLE SNATCH 48 BACKBOARD UNLESS OTHERWISE INDICATED OR SPECIFIED DESIGN DRAWINGS FOR ALL DIMENSIONS AND STANDARD DETAILS DO NOT SCALE ALUMINUM FOUR-WAY TOGGLE SWITCH 48 AUTOMATIC TRANSFER SWITCH SINGLE POLE SINGLE THROW TOGGLE SWITCH W PILOT LAMP 48 L-4 FURNISH AND INSTALL 3/4 CONDUIT HOMERUNS TO NEAREST DATA SYSTEM G-3 CAPITAL LETTERS BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE WHERE INDICATED ON DRAWINGS LOWER CASE AMERICAN WIRE GAUGE BACKBOARD LETTER INDICATES SWITCH LEG DIMMER OR CONTROL DESIGNATION SINGLE POLE SINGLE THROW KEYED TOG,LE SNATCH 48 BELOW CEILING L-5 SPECIAL PURPOSE RECEPTACLE OUTLET REFER TO KEYNOTES ON RESPECTIVE G-4 NUMERAL BESIDE EQUIPMENT DEVICES OR OUTLETS INDICATES CIRCUIT CONNECTION SINGLE POLE SINGLE THROW PRESSURE TYPE TOGGLE SWITCH BREAKER MANUAL MOTOR RATED SWITCH WITH OV RLOAD PROTECTION DRAWING FOR DESCRIPTION CAN COMMUNITY ACCESS TELEVISION DIMMER SNATCH 48 G-5 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOME RUN THE CONDUCTOR AND CONDUIT SIZE CB CIRCUIT BREAKER 3-WAY DIM SNATCH 48 L-6 TELEPHONE BACKBOARD TO BE PLYWOOD PAINTED WITH LOW SMOKE RELEASE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT UNLESS OTHERWISE INDICATED CCN CLOSED CIRCUIT TELEVISION PAINT PROVIDE GROUND CONDUCTOR AND DOUBLE DUPLEX RECEPTACLE SEE CKT CIRCUIT ULTRA-SONIC OCCUPANCY SENSOR WALL/CEILING MOUNTED 80/- SPECIFICATIONS G-6 EXTEND(THREE)EMPTY 1 CONDUITS FROM EACH FLUSH MOUNTED PANEL TO POSITION ABOVE ACCESSIBLE CEILING IF CLG CEILING 4F7/W INFRARED OCCUPANCY SENSOR WALL/CEILING MOUNTED 80/- APPLICABLE DUAL TECHNOLOGY OCCUPANCY SENSOR WA-L CEILING MOUNTED BO - L-7 DEDICATED CIRCUITS SHALL NOT SCARE I COMMON GROUND OR NEUTRAL CO CONDUIT ONLY CONDUCTOR WITH NON-DEDICATED CIRCUITS DEDICATED CIRCUITS SHALL BE G-7 PROVIDE OUTLET BOX FITTING FOR EACH DEVICE SIZE TO ACCOMODATE DEVICE AND CONDUCTORS CNTL CONTROL 9- m SINGLE RECEPTACLE WALL FLOOR CEILING MOUNTED 18/_/ INSTALLED IN INDIVIDUAL RACEWAY SYSTEMS DEDICATED CIRCUIT HOMERUNS 700 MAam street CPU CENTRAL PROCESSING UNIT ® DUPLEX RECEPTACLE WALL FLOOR IEILING MOUNTED 18/_/ SHALL NOT BE COMBINED TO SHARE NEUTRAL OR GROUND CONDUCTORS G-8 WALL SWITCHES CONTROLLING 277 VAC CIRCUITS OF OPPOSITE PHASES(OR 120 VAC)SHALL NOT BE INSTALLED IN A Suite 400 CU COPPER ® DOUBLE DUPLEX RECEPTACLE WALL FLODR CEILING MOUNTS 18 - COMMON BOX UNLESS A PERMANENT BARRIER IS PROVIDED Houston TA 77001 CT CURRENT TRANSFORMER RECEPTACLE ABOVE COUNTER SINGLE �,DUPLEX //DOUBLE L-8 NON-DEDICATED BRANCH CIRCUITS SHALL CONSIST OF ONE PHASE CONDUCTOR Telephone 713218 6050 DC DIRECT CURRENT DUPLEX MOUNTING HEIGHT TO BE CQXNtI)IHATED" ARCHITECT ONE NEUTRAL CONDUCTOR AND ONE GROUND CONDUCTOR SINGLE PHASE G-9 ALL CONDUITS PENETRATING ROOF SHALL BE SEALED - SEE ARCHITECTURAL DOCUMENTS At DETAILS Gensler O DELTA A SPUT NARE DUPLEX RECEPTACLE WALL FLOOR CEIUNG MOUNTED 18 HOMERUNS MAY BE COMBINED INTO THREE PHASE (A B C)5-WIRE HOMERUNS Facsimile 713 DIM DIMMER 9 SWITCH CONTROLLED DOUBLE DUPLEX RECEPTACLE 18 AT THE DISCRETION OF THE CONTRACTOR G-10 ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SHALL BE ATTACHED TO STRUCTURAL MEMBERS COORDINATE SPECIAL PURPOSE RECEPTACLE WALL/FLOOR /CEILING 18 L-9 MOUNTING HEIGHT DIMENSIONS ARE TO THE BOTTOM OF THE DEVICE ABOVE W11H STRUCTURAL DOCUMENTS DISC DISCONNECT SWITCH ®"'✓®/® MOUNTED NOTE L-5 GRADE OR FINISHED FLOOR G-11 EXHAUST FAN KEY SWITCHES SHALL BE PROVIDED WITH ENGRAVED ON/OFF DEVICE PLATES E DOWN � WALL MOUNTED CLOCK RECEPTACLE E EMERGENCY QH/®/© ,JUNCTION BOX WALL CEILING OR EQUIPMENT FLOOR MOUNTED EC EMPTY CONDUIT G-12 ROOF MOUNTED MECHANICAL EQUIPMENT SHALL HAVE POWER do CONTROL RACEWAY ROUTED WITHIN EQUIPMENT ROOF EX EXISTING POWER POLE CURB FA FIRE ALARM DED DEDICATED CIRCUIT NOTE L-7 Space for Consultants ARROWHEAD INDICATES HOMERUN X-1 3 AND 5 ADJACENT G-13 DISCONNECT SWITCHES MOTOR STARTERS AND OTHER ELECTRICAL EQUIPMENT INSTALLED ABOVE ACCESSIBLE CEILINGS AND FACP FIRE ALARM CONTROL PANEL /,�X-1 35 TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X REQUIRING ACCESS FOR MAINTENANCE SHALL BE INSTALLED WITH BOTTOM OF DEVICE A MAXIMUM ONE (1)FOOT ABOVE Remington Hotels,LP FDR FEEDER CIRCUIT NUMBERS 1 3 AND 5 NOTI L-1 7 8 CEILING TO PROVIDE READY ACCESSIBILITY CODE REQUIRED CLEARENCES SHALL BE MAINTAINED FL FLOORINDICATES CIRCUIT CONTINUATION OF CIF CUITS 3 AND 5 Project Manager F FUSE OR FUSED �r� OF PANEL X NOTE L-178 G-14 ACCESS PANELS SHALL BE CONSOLIDATED TO MINIMIZE THE QUANTITY REWIRED COORDINATE LOCATION WITH FVNR FULL VOLTAGE NON REVERSING ARCHITECTURAL DOCUMENTS THE PROPOSED LOCATION OF ACCESS PANELS SHALL BE SUBMITTED TO ARCHITECT FOR 1418 Dallas Parkes aN /s--� RACEWAY INSTALLED CONCEALED IN WALL AND/OR ABOVE REVIEW PRIOR TO INSTALLATION Suite 1150 GEN GENERATOR CEILING GF GROUND FAULT CIRCUIT INTERRUPTER RACEWAY INSTALLED CONCEALED IN SLAB OR BELOW GRADE G-15 ALL WIRING #12 UNLESS NOTED OTHERWISE Dallas Texas 75254 GFP GROUND FAULT PROTECTION } RACEWAY INSTALLED EXPOSED GROUND GRC OR GRS GALVANIZED RIGID STEEL CONDUIT G OR GND GROUND JL FLEXIBLE RACEWAY 6-0 MAX LENGTH Thornton Tomasettl H OR HT HEIGHT 0/• CONDUIT UP CONDUIT DOWN HID HIGH INTENSITY DISCHARGE CONDUIT TERMINATION (STUB-OUT) Structural Engineer HP HORSEPOWER /'—�' CONDUIT CONTINUATION COORDINATION NOTES 12750 Ment Drive Suite 750 113 7 HOA HAND-OFF-AUTOMATIC BUS DUCT(SIZE/RATING AS NOTED GRAPHICS LEGEND Dallas Texas 75251 HZ HERTZ qtr MULTIPLE RACEWAY SYMBOL DESCRIPTION 1 REVIEW ALL SPECIFICATIONS AND DOCUMENTS FOR ELECTRICAL REQUIREMENTS AND LOCATION OF EQUIPMENT IG ISOLATED GROUND ® CABLE TRAY REQUIRING ELECTRICAL SERVICE PROVIDE SERVICE TO AND MAKE CONNECTIONS TO ALL SUCH EQUIPMENT ISO I ISOLATED CABLE TRAY ELBOW AND T CONNECTOFS J OR JB JUNCTION BOX COLUMN REFERENCE GRID 2 REFER TO LIGHTING DESIGN INTERIOR DESIGN DOCUMENTS FOR ALL PUBLIC AREA PROVIDE QUANTITY OF Thompson Company HANDHOLE BRANCH CIRCUITS AS REQUIRED TO SERVE LIGHTING PROVIDE ALL SWITCHES DIMMERS DIMMING SYSTEMS K KILO THOUSAND KCMIL THOUSAND CIRCULAR MILLS MANHOLE CUT LINE LOW VOLTAGE CONTROL STATIONS CONTACTORS EMERGENCY INTERFACE AND OTHER NECESSARY MEP Engineer ACCESSORIES FOR CONTROL OF LIGHTING AS REWIRED COORDINATE COLORS OF ALL DEVICES AND LED LIGHT EMITTING DIODE /L�] FLVO C T LIGHT FIXTUR OVERHEAD SO Technology Parkesav South ® COMPONENTS IN PUBLIC AREAS WITH ARCHITECT M MOTOR DRAWING NUMBER Norcross GA 30092 H-C�H FLUORESCENT STRIP OR INDUSTRIAL LIGHT FIXTURE I MATV MASTER ANTENNA TELEVISION t DRAWING TITLE 3 REFER TO MECHANICAL AND PLUMBING DOCUMENTS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT POWER CIRCUIT BREAKER O CEILING MOUNTED LIGHT FIXTURE REQUIREMENTS PROVIDE QUANTITY OF BRANCH CIRCUITS SWITCHES DISCONNECTS STARTERS AND OTHER MCB MAIN CI MCC MOTOR RCUCONT B CENTER 01 WALL MOUNTED LIGHT FIXTURE Et] SCALE. NECESSARY ACCESSORIES FOR EQUIPMENT AS REQUIRED DIRECTIONAL OR WALL WASH LIGHT FIXTURE SHEET NUMBER MH MAN HOLE INTERNALLY ILLUMINATED EXI I N ILII WALL N DRAWING NUMBER 4 REFER TO FIRE PROTECTION DRAWINGS FOR ALL DEVICES REQUIRING ELECTRIC SERVICE AND/OR FIRE ALARM MLO MAIN LUGS ONLY PROVIDE ARROWS AS INDICATEDt SHEET NUMBER INTERFACE PROVIDE CONNECTIONS AS REQUIRED MT MOUNT EGRESS AND OR EMERGENCY LIGHT FIXTURE MTG MOUNTING E12 5 REFER TO ELEVATOR CONSULTANT DOCUMENTS FOR ELECTRICAL REQUIREMENTS PROVIDE SHUNT TRIP NC NORMALLY CLOSED OF LA PS OR CENTER LAMP ON EM RGENCY CIR IT AREA TO BE DEVICES FIRE ALARM SYSTEM COMPONENTS FUSES CONTACTS RACEWAY AND OTHER NECESSARY NEC NATIONAL ELECTRICAL CODE LIGHT TRACK AND LIGHT TRACK FIXTURES DETAILED ACCESSORIES AND NECESSARY CONNECTIONS AS REQUIRED T\00000\Segs\04-11-07 jpg NF NON FUSED STEP LIGHT NFPA NATIONAL FIRE PROTECTION ASSOCIATION LANDSCAPE UPL.IGHT LUMINAIRE 6 REFIRE TO ARCHITECTURAL/INTERIOR DESL,N DRAWINGS FOR FINAL DEVICE LOCATIONS MOUNTING HEIGHTS REVISION AREA NIC NOT IN CONTRACT BOLLARD LUMINAIRE AND BASE AND QUANTITIES WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS CONTRACTORS BID SHALL REFLECT THE NL NIGHT LIGHT SINGLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE DESIGN INTENT OF HIGHER QUALITIY AND,OR QUANTITY NO NORMALLY OPEN E"' DOUBLE POLE MOUNTED EXTERIOR SITE IIGHTING FIXTURE ® REVISION DELTA NTS NOT TO SCALE QUADRUPLE POLE MOUNTED EXTERIOR SITE LIGHTING FIXTURE OC ON CENTER ffi FIRE ALARM CONTROL PANEL L LOAD POLE P ® FIRE ALARM MANUAL INITIATING STATION 48 Consultants to Remington Hotels,LP PC PHOTO-ELECTRIC CONTROL FIRE ALARM AUDIO WALL CEILING MOUNTED NOTE L-9 80 - PNL PANELBOARD DEET/Dm FIRE ALARM AUDIO&VISUAL WALL CEILING MOUNTED NOTE L-9 BO - PT POTENTIAL TRANSFORMER 10/0 FIRE ALARM VISUAL SIGNAL,WALL COLINI MOUNTED NOTE L-9 eo - CEI Engineering Associates Inc PVC POLY-VINYL CHLORIDE 8-1/6 MINI HORN WALL CEILING NOTE L-9 BO - R RELAY 9006 INDICATES CANDELA INTENSITY DECIBEL RATING AND ZONE PANEL NAMING CONVENTION 4475 U SEngi Ieer South RC REMOTE CONTROL 1-1ZONE OF FIRE ALARM ANNUCIATION DEVICES RECPT RECEPTACLE �Wr Qin-+/® SMOKE DETECTOR WALL CEILING MOU14TEDH A Suite 301 REF REFERENCE ®-I/® THERMAL DETECTOR. WALL CEILING MOUNTED MULTI-SECTION PANEL- St Augustine FL 12086 RMS ROOT MEAN SQUARE MAGNETIC DOOR HOLDER AND RELEASE WALL/HARDWARE PANEL SEQUENCE SFL SUB FED LUGS EH/® MOUNTED PANEL DESCRIPTION SYM SYMMETRICAL ® COMBINATION SMOKE DETECTOR AND MA^NETIC DOOR HOLDER R "� Leo A Daly SW SWITCH AND RELEASE ■ IarcNw 1 SWBD SWITCHBOARD IN. FIRE COMMUNICATIONS TELEPHONE JACK 48 0Interior Designer TBB TELEPHONE BACKBOARD FLUSH MOUNTED PANELBOARD oR Ms?Roan The Offices at Mockinclond TEL TELEPHONE 0 SURFACE MOUNTED PAN LBOARD LOCATION - AREA Station TV TELEVISION b MOTOR CONNECTION LOCATION - LEVEL 5307 East Mockingbird Lane TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR 60A/3/3R NON-FUSIBLE DISCONNECT SWITCH RATING/POLES/NEMA VOLTAGES Suite 400 TYP TYPICAL EN SURE UG UNDERGROUND 60AI313RI40A FUSIBLE DISCONNECT SWITCH RATING/I DUES/NEMA t 2W Dallas TX 75206 10 ENCLOSURE/ RATING UL UNDERWRITERS LABORATORY SIZE 2/311 MAGNETIC MOTORSSTARTER NEMA SIZE FATING/ MAY BE OMITTED EMERGENCY UPS UNINTERRUPTED POWER SUPPLY ® ENCLOSURE V VOLTSIZE 2/3R/40 COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECTING VA VOLT-AMPERE MEANS NEMA SIZE RATING/ENCLOSURE /FUSE RATING W WATTS `® WHERE REQUIRED WP WEATHERPROOF 1 VARIABLE SPEED SOLID STATE STARTER IND DISCONNECT L2 MEANS NEMA SIZE RATING ENCLOSUR XFMR TRANSFORMERE XP EXPLOSION PROOF EQUIPMENT AS INDICATED CONTACTOR Y WYE VOICE DATA OUTUET_`W_AL_L_/7_FL_0_0_R7 ABOVE COUNTER I Z IMPEDANCE ►/®/ !F NOTE L-3 4 / TELEVISION OUTLET WALL CEILING MOUNTED 18 - J TELECOMMUNICATIONS BACKBOARD NOTE L-6 18 1 08 02 06 DEB WLT Q • LOW VOLTAGE PUSH BUTTON 48 AMMETER ISSUED FOR CCORDINATION VOLTMETER IF 1 h CFE WLT DOOR CHIME I, IE F 1P PH1 II FEFl1I � FFI III 041E 1, GEE W T 1-1 IE F 1F PH/ II PEFMI I I II 1 Lb I FIP PH/SE III P7t41 I I I i I I I I I I SHEET NOTES IS-VSlg t I I I I IP.Ject N ma Sea Turtle Resort Ashford Hospitality Trust P.Jeet N mee 02 5635 000 j ICAD FII Name 25047-EDO-01 I D. Pti LEGEND f I I Seal i I I II I E00.01 I 02005 Gensler I I 1 007 17 0 f W5 04 F I FI FF 147 F01 11 F I I - - - - KEY NOTES MECHANICAL EQUIPMENT SCHEDULE DIMO PANEL EM-N. PANEL HGRO(New In Phased _ PANEL EHGRO(New In Phase_2) _ ��eG7, Tule ReSOELECTRICAL REQUIREMENTS MAINS 100AMLO VOLTAGE 208/120V PHASE 3 WIf4E 4 MOUNTIVG SURFACE 400 MLO VOLTAGE 480277 WIRE 4 MOUNTING SURFACE MAWS MA MLO VOLTAGE 4BW277 WIRE 4 MOUNTING SURFACEUNIT UNIT ELEC CHARACTERISTICS PANELICIRCUIT CIRCUIT DISCONNECT DIMMER NOF FIXTLH2E TOTArt L #OF20AMP 400 A PHASE 3 A1C 22 MA ENCLOSURE NEMA BUS 100 A PHASE 3 A1C 22 kA ENCLOSURE NEMA NOTES FIXTURE TYPE REMARKS NUMBER LOCATION KW HP FIA V PH DESIGNATION DESCRIPTION SWITCH DESIG FIXTURES WATTAGE WATTAGE CIRCLITS CKT TRIP LOAD CONNECTED LOAD KVA LOAD TRIP CKT I CKT TRIP LOAD CONNECTED LOAD KVA LOAD TRIP CKT �- DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Hotel Renovation RTU LR2 BALLRODMAREAS 20 2866 480 3 HM0.135 6350MCM#4G 3C 400/313R 8— SKI i 98 % 1 # POLE TYPE kVA PMA PHB PHC kVA TYPE POLE # i POLE TYPE _ kVA PHA PH PHC kVA TYPE POLE # RTU LR3 LOBBY&ADMINISTRATION 1D 108 480 3 HMO-246 3#i 06G 1114C 2DDW3R B2 SKI 2 50 100 t ~i 70 C AHU01 70{ 127 23 FCU F 20 2 i 2011 A LIGHTING 04 01 LIGHTING A 2011 2 RTU LR4 MEETING ROOM D 045 5 64 480 3 HMO 7911 3#3 MG t 1/4 C 100/3/3R B3 SA __ 5 50 250 1 _ 3 C 101 727 2 3 I F 4 3 2011 A LIGH7IN0 _ _ DB 01 LIGHTING _ A 2011 4 FCU 0 1 POOL BAR a GRILL 7 118 480 3 HMO 13151] 3#12#126 72 C 30.13/1 &5 --LT SA3 5 50 250 1 ] 20 3 F FCU 1 2 100 4 0 12 7 30 FCU 1 3} _F 20 3 8 7 2011 A LE%R LIIGHTING 0 5 __ FCU 1A CORRIDOR 118 2 1/8 480 3 HM01012114 3#121126120 30/311 6] SA 4 50 ZOII 1 g F 10 10 30 -� F 10 9 _ 10 Ashford Hospitality Trust r-08_ 4 0 1 11 3 F 10 40 30 F 3 12 11 12 PIU 0.9 CORRIDOR 036 7 1/3 {80 3 HMO 141618 3#72#126 12 C 308/1 B9 SAI 2 50 100 1 13 30 F FCU 14 46 66 20 FCU 1 5 F 20 14 13 - 14 14185 Dallas Parkway PIU 610 ISLAND BALLROOM 9 113 480 3 HM6192123- 3#12#126 120 301311 810 SAi 3 50 150 1- 15 F 46 88 20 F 18 15 - 18 PIU 0.17 BOARDROOM 037 4 113 480 3 22 24 3412#1261I2C 3013/1 Bll SO 1 56 56 1 17 3 F 46 88 20 F 3 i8 iT i8 Suite 110 PIU 012 CORRIDOR 038 B 113 480 3 HM0252]29 3#12#126 120 301311 012 SA7 3 50 150 i� I�7.g 2p F FCU 1A 30 50 20 FCU 17 F 20 20 19 __ _ 20 PIU 0.13 ISLAND BALLROOM 9 1/3 480 3 HMO 26 28 3D 3#12#12G 12C 3W3/i - 21 F 30 50 2D F 22 21 _ - _ _ 22 Dallas,TX 75254 PIU-0.74 ISLAND BALLROOM 9 113 480 3 HMO-313335 3#12#12612C 3aWl C2 SE _ 6 20 120 1 23 3 F 30 50 20 F 3 24 23 24 PIU 015 FERNANDIA ROOM 26 4 113 180 3 HMO 3234 36 3#12#12G 12 C 3W3/1 CB SE3 9 39 891 , 25 20 F PIU 0 i 2 fi 52 2 e PIU 62 F 20 26 25 __ - PIU-018 IBLANDBALLROOM _3 116 180 3 HMO-373941 3412#12G 12C 30INI L SE4 10 51 _ 27 F 26 52 26 F / 28 im _28 30 PIU 017 ISLAND BALLROOM 9 1!3 480 3 HMO 384042 3472#12G VZC 30/3!1 G SAi 2 50 100 1 29 3 F 28 52 26 F 3 30 PIU018 ISLAND BALLROOM 9 1!3 480 3 HM0434547 3#12#12G laC 3013!131 20 F PIU03 23 33 10 PIU O� F 20 32 32SS 33 3#12#12G 112 C 3013/1 El F 23 PIU-620 ISLAND BALLROOM 9 1/3 488 3 HMO 95PIU-0-19 ISLAND BALLROOM 5 113 48IF 3 HMO-44 46153 3#12#126 120 3W&1 LR2 SA 3 50 150 1 3g3 F 23 33F 8PIU 0.21 LOBBY 051 5112 480 3 HM0505254 3#12#12G 12C WWI SG 1 1% 1% 1 3720 F PILL65 28 52 28 PIU 06 f 2030PIU 022 REGISTRATION 4 113 680 3 MM0555759 3#12#126120 30!3/1 39 /3 F Zfi 52 52 28 F 3 {2 42 PIU 023 REGISTRATION 5 12 180 3 HMO 565860 3#72#12612"0 30/3(1 1 0 1 41 P M L tl Analys PIU 024 EGIISTNCERM 059 2 1!8 480 3 HMO4116365 3472#12G12C 301311 1 0 1 SECTION2 __ PIU 0 25 BOARDROOM 055 2 iPo 480 3 HMO-626468 3#12#12G 112 C 30/311 SAt 4 50 200 1 _ _ - 43 20 _F PIU 0 7 i 3 i 0 PIUA 7 F 20 44 Load C Dam tl 2rA5 NEC Loatl C D m d 2005 NEC PILLO2B ADMINISTRATIVE OFFICES 2 1/6 480 3 HM0.876971 3#12#12G 12C 30/311 R4 BAi 8 50 400 1 45 F 03 13 to F 48 TYPa Gu pt KVA KVA R f mce TYp D pt KVA KVA R f ce PIUA-27 STORAGE 063 2 1/8 480 3 HMO-88]072 3#12#126 720 30YJ11 RS SA 10 50 _ 500 1 41 3 F 03 13 16 -5 F 3 4g A LrghU g 20 20 P NECT bl 22042 E Kt-he Eq pm 1 P NECT bi 22056 PIU 028 ADMINISTRATNEOFFICES 5 112 480 3 HMO 7375 77 3#12#126120 3013/1 rR g SD 2 1% 392 1 49 125 _F RTU 11 188 184 i6 LIGHTING A 2011 50 B Recapbk p NEC bl 22044 F MI P NECT bI 43022 LT 34 8 4D 320 1 51 �F 18 B 1g 4 1 6 LIGHTING A 2011 52 C A Co d to ng P NEC ANd 4404 G 01h - 7UU MIIBm 1Sn'Ct EF03 TOILET EXHAUST LEVEL O i!B 120 1 LGRO 71 2412#126 i2 C B LT 35 i 4D 40 i 53 3' F 78 8 18 2 1 d LIGHTING A 2011 54 D H 9 1 P NEC ANG 220 51 H S bPa el - SUIIC'<UU EF LR3 TOILETE%HAUST LEVELO 1!6 120 i LGR0-73 2#72#126 t2C 9 SA 2 50 100 1 55 2011 A LIGHTING 06 09 03 LIGHTING A 2W1 56 Ph ACLOCATION /fO42StO11 Ta 77UU 10 SH 1 50 50 1 57 2011 A LIGHTING _ 09 127 118 TLGRO H 125 58 Ph Bt d tlLoetl TOTAL CONNECTED LOAD 20 KVA VEF 7 2 MACHINE ROOM tt44 i/4 277 1 EHS 7 2#12#126 72'0 Rii SA 4 50 2W 1 59 125 H T LGRi fi fi 181 11 B I H fi0 Ph C Con ad tl Loed TOTAL DEM. LOAD 20 KVA j Gensler Facsimile 713 228 8053 VEF02 POOL EQUIPMENT ROD % 120 1 SPARE IN PNL DL 2#11#12G 1176 201111 TOGGLE SW R13 SAI 3 50 150 - 67 H - 66 184 118 �{ _ H 3�.2 1'aCSllfllla 7132299J43 x750 1 63 3 H 66 88 PrAC 01 MAINTENANCE208 2 GLAD 42 2#10#tOG fl2C 630R 65 30 SPARE PANEL HMO NOTES. 1 DUCT DETECTOR IN SUPPLY AND RETURN WIRED BY ELECTRICIAN INSTALLED AND SUPPLIED BY MECHANICAL. L1 SAI 8 50 400 1 67 L2 150 7 1050 1 MAINS 250 MLO VOLTAGE 480277 WIRE 4 MOUNTING SURFACE _ B9 3 _ 05 O5 LIGHTING A 20/1 70 INTERIOR DESIGN FIXTURE SCHEDULE 3 SY 4 _75 300 30 SPARE SPARE 011 2 BUS A PHASE 3 AIC 22 kA ENCLOSURE NEMA L5 EW _ 3 32 % 1 CKT TRIP LOAD CONNECTED LOAD H C' LOAD TRIP CKT _ 73 T SPARE 2011 72 DESCRIPTION DESCRIPTION- TYPE DESCRIPTION LAMP WATTS VOLT MOUNTING MANUFACTURERS L6 SA SA — 6 50 300 1 75 3 _ SPARE D/i 76 # POLE TYPE kVA PHA PH PHC kVA TYPE POLE # UGHTOLIER L9 SA 3 50 7 0 1 - 3 F 790 294 F 4 2X4 RECESSED DIRECT/INDIRECT FLUORESCENT 50 171 30 SPARE SPARE 20/1 78 1 308 F RTU LR 74D 294 RTU LR3 f 125 2 Space for Consultants A UGHTGLES EHE 2 G PF OP 3 32 2]N 03 (3)32W TB % 277 RECESSED UTHONIA 79 SPARE 20/1 80 L10 _ SA2 / 50 200 1 5 3 F _� 740 291 _ F 3 fi Remington T COOPER 81 3 _�� SPACE 82 7 ID0 F RTULR4 180 03 FCU 18 F 20 8 Remington Hotels,I_,P 8 DOWNLIGHT COMPACT FLUORESCENT LIGHTOLIER Lit SP 24 7 ( 168 i_ _ 83 2011 SPARE _ SPACE 84 I B 6 DOWNLIGHT OMP CTFLU RES L13 SA 5 50 250 i P ILoatl An ly 9 F 180 03 F 10 1 (2)13WOUADTUBE 26 277 RECESSED UTHONIA L71 SAY 6 50 300 1 11 3 F _ 180 03 _ F 3 12 PCOfeCDallas a COOPER - Lad C D m d 2005 NEC L tl C Dem tl 2005 NEC 23 14 8 DOW LIGHT COMPACT FLUORESCENT LICOOPERR L15 SG1 31 7 217 Type 7 D W Pho KVA KVA R f re ce TYP D acnpW KVA KVA R f ce 15 20 F FCU 0 i 03 23 PIU 0.9 F 20/ i6 14180 Dallas Parkes aY 50 BE UGHTOLIER 8052CLW 6213HU 27N (2)13W QUAD TUBE 26 277 RECESSED UTHONIA L17 BA7 _ 3 50 150 1 q LghtB 69 fig P NECTbI 22C 42 E Kkhe tt pm t P NECTM 22056 - EMERGENCY COOPER L17 SA Z 50 100 1 g R cep!d p NEC bl 22041 F M t 1491 1817 I P NECTM 43022 �7 � 3 F 03 23 F 3 18 'Suite l 1 EMERGENCY 4RECESED FLUORESCENT FLOATING LENS FRAME WITH LICOOPER Lib SFi 6 7 42 1 - C A,C tlL g 312 390 P NEC 14404 -G ONer 21 20 F PIDD iD 30 13 PIU 677 F 20 20 Dallas TC\8b 75254 C BLACK REVEAL STATIC (3)32W TB % 277 RECESSED LITHONIA Lig SA 6 50 300 1 D H 19 P NEC An122051 H Sbpecel 552 552 —� 21 F_ 30 13 F 2Z BLACK REV PR S Z G RF VA3 32 2]N 113 I L200 Sz SA 5 32_50 1160 1 0 t Ph ae AC- d PILL d 81 0 LOUAnOU -� 23 3 F _ 3 0 1 3 F 3 24 COOPER L Ph B Con d tlL d 81 5 TOTAL CONNECTED LOAD 2424 KVA 2, 120 F IPIU 012 22 30 PIU 0.13 F 20 28 8 DOWNLIGHTCOMPACTFLUORESCENTOPENWALLWASHER LIGHTOLIER �g SA 50 app , Thornton TOmabettl D 8A2CLW 6213HU Z]N (2)13W QUAD TUBE 26 277 RECESSED LITHONIA Pha CC rredadL tl 799 TOTAL DEMAND LOAD 2628 KVA 29 3 F 1 27 30 f 3 30 COOPER L24 SA2 12 50 ]DO 1 31 20 F PIU 014 30 13_PIU 0-15 F 20 32 StCUChICaI EnglnteC LYTECEL LINEAR SA 50 _ —I PANEL LGR1 (New In Phase 2 33 F 3D 13 T F 34 12750 Merit Drive suite 750 1 B 7 PENDANT MOUNTED DOWNUGHT L25 SA 1 3 N 150 1 - _ - E ROVIDE STEM SETS TO MOUNT FIXTURE AT 9 A F F (2)28W TS Z8 277 PENDANT L28 SA 6 w _ 300 1 MAINS 200A MCO VOLTAGE 2081720 WIRE 4 MOUNTING SURFACE 35 3 F 30 7 3 �N . Dallas T2�3S]5251 LYTECEL LINEAR UL4MF8LR25,1277PIl8W L27 SA Z RI.. 100 1 BUS 225 A PHASE 3 AIG 10 kA ENCLOSURE NEMA 37 20 F PIU 0 16 1 0 30 PIU-0-17 UNDER SHELF MULTIPLE LENGTHS ONE LAMP LIGHTOUER L28 LT8CKT TRIP LOAD CONNECTED LOAD KVA _� TRIP CKT 39 F 1 0 G LIGHTO SHEIER TCU 30.W UNV RO 25W T8 25 UTHONIA DESCRIPTION DESCRIPTION 41 3 F 1D 30 L30 SW _ 1 _32 1 4 POLE TYPE { kVA PHA PHB PHC kVA TYPE OLE # COOPER Lit SA _ 3 750 1 1 201 B WOMANS LOUNGE RECEPT 1 1 2 1 7 05 VEF 01 F 1511 2 _ SECTION 2 _ _ L, /'v COMPACT FLUORESCENT WALL WASHER LIGHTOLIER L32 SA 3 150 1 3 201 F EF LR 1 0 5 1 0 05 VEF 1 i F 15(1 4 43 20 F PIU 0 18 Tlip 7 PIU 0.19 r4 F 20 �� Thompson I�DYnp an�' H LIGHTOLIER 8082CLW 6213HU 27N (2)13W QUAD TUBE ZB 277 RECESSED LITHONIA L33 RECEPTACLE _ i 1005 201 F EF LR 2 09 2 S 71 DIMt PANEL H iD7 6 45 F 7 IF 46 2011S MENS LOUNGE RECEPTACLE 11 B 22 1 4 H / 8 47 3 F 7 @ F 348 MEP ERgIR00r COOPER8 SA 1 50 Ni— 49 20 F PIU 020 1 PIU 0.21 F Z0 50 1X4SURFACE FLUORESCENT LIGHTOLIER 1220651OF84 _ 9 201 B VIP ROOM RECEPTACLES OB 20 1{ H 3 10 St F 7 F 52 50 TechnologyParkwa5 south J UGHTOLIERLS62- B28277WH (2)28W T6 56 277 RECESSED LITHONIA NOTES CONTROLLED BY A GRAFIK EYE 4000 SERIES SYSTEM if 2Wt B WET TREATMENT RECEPT DB 18 OB RECEPTIONRECEPrACLES B 20/1 12 NOr0rD50 C1A30092 COOPER INDICATES NEW CIRCUITS FOR PHASE III ~ _ 1 53 _ 3 F 7 F 3 5a LIGHTOLIER _ _ 13 2011 B RETAIL RECEPTACLES 10 20 10 TREATMENT RECEPTACLES B 2011 14 - 1%BSURFACE FLUORESCENT 15 20/1 B WOMANSLOUNGERECEPT 02 OB Ofi HVAC EQUIPMENT B 2011 18 55 20 F PILLO 22 7 PIU 0.23 F 20 56 (2)28W T5 56 277 SURFACE LITHONIA DIM1 PANEL 57 F 7 F 50 K LIGHTOLIER LL BJ F 8 L R 2 2B UNIV PI _ - _ 17 2017 8 JUICE BAR RECEPTACLES O6 16 10 COOLER RECEPTACLE B 20/1 78COOPER MAB43 t00A MLO VOLTAGE 2081120V PHASE 3 WIRE 4_ MOUNTING SURFACE 19 2011 B PRETREATMENT RECEPT 10 18 08 RECEPTACLES _ e Ml 2059 37 F 3 80 TASK LIGHT WITH FLE%ABLE ARM LIOHTOLIER DIMMER #OF FIXTURE TOTAL #0120AMP 21 2017 S RECEPTACLES 12 20 08 RECEPTACLES _ 0 20/1 22 61 20 F PIU 024 07 PIU-0-25 F 20 BZ FI%TURF TY� REMARKS 1 83 F 07 F 64 L LGHTOLIER CSWE 8XiW LED BW 120 DESK MOUNTED UTHONIA DESIG FIXTURES WATTAGE WATTAGE CIRCUITS 23 2011 B RECEPTACLES 10 18 OB RECEPTACLES B 2011 24 COOPER L1 SA 4 50 200 1 25 20/7 B RECEPTACLES 10 20 10 PREP ROOM RECEPTACLES B 20/7 28 65 3 F 07 f 3 66WALL MOUNTED SCONCE OWNER SELECTED L2 SP 64 ]_ 448 1 27 20'1 B PREP ROOM RECEPTACLES 1 2 1 4 0 2 PREP ROOM RECEPTACLES B 20/1 28 87 20 F PILLO 28 07 PIU 627 F 20 88 LTD] OWNER SELECTED AND SUPPLIED (2)PL 13 26 120 WALL MTO ANDL 3 SA 4 50 200 1 29 2011 B PREP ROOM RECEPTACLES t 5 1 7 02 PREP ROOM RECEPTACLES B 20/7 30 69 F 07 F 70 SUPPLIED 31 2011 B PREPROOM RECEPTACLES D5 0] 02 PREP ROOM RECEPTACLES B 2011 32 71 3 F _ 07F 3 72 WALL MOUNTED HAMPSTEAD ML2 SA _ 3 50 T 150 1- - 33 20/1 B TOWELWARMERGFCI 02 D4 02 TOWEL WARMER GFCI B 2011 34 73 20 F PIU02B74 T\00000\Segs\04-11-07 JF9 LTO8BAROVIERAND TOSSOMODELLO#8B7S8M (2)i50E2fi 300 120 PENDANT LITHONIA ML5 SA 2 50 100 1 35_ _20/1 B TOWEL WARMER GFCI 02 04 02 TOWEL WARMER GFCI B 20/1 38 _75F 78ML6 SA _3 50 150 1 1 37 20/1 B TOWEL WARMER GFCI 02 09 07 CORRIDOR RECEPTACLES B 20/1 38 77 3 F 3 70 COOPER ML SA 4 50 200 1 39 2011 F IEF LR3 05 O5 2011 40 79 20/1 SPARE SPARE 2011 80 DECORATIVE PENDANTS OWNER SELECTED - _ _ LT 20 OWNER SELECTED AND SUPPLIED (812)060W WEACH 277 PENDANT AND MLS ELECTRIC MIRROR 1 100 100 1 41 l 2011 20/1 q2 ei 2011 SPARE _ ,ARE 2011 82 ML 9 ELECTRIC MIRROR 1 100 700 1 SECTION 2 83 20/1 SPARE SPARE 1 20/1 84 SUPPLIED - - I P ne1L as An Ir _ WALL SCONCE OWNER SELECTED 43 2011 20/1 44 _ LT 21 OWNERSELECTEDAND SUPPLIED A19 W 277 WALL MTD AND - - - � 45 2011 - 20/1 48 Tye 7�'. DSA IMI NEC Type De alptN CKVA D A R01e5 NEC SUPPLIED R SA 3 - 50 150 _ 1 4T 2011 _ - 2011 40 P NE T bl 22042 E Kith Eq pme t P NECT bl 22056 6 DOWNLIGHT COMPACT FLUORESCENT EDISON R 4 SA - 4 50 200 1� - 49 20/1 _ 20/1 50 A - - LT22 EDISON PRICE TRIPLES-V 4218 42W TRIPLE TUBE 42 2]] RECESSED PRICE R-6 SA _ 4 50 200 1 51 2011 P011 52 g p NE T bl Z4404 F M to 4785 5340 PNECT43022 77p TR7 SP 40 7 280 1 53 20/7 _ p/, 54 C 1 p NECArU 204 G OlhCDnsultant5 to Remington Hote S LP LIGHTING R B SA 650 300 55 20/1GENERAL PURP0.5E CHANEL LIGHT LIGHTOLIER 20/1 58 D L P NEC ANG 22051 L H S bp el _ R9 SA 4 50 200 1 57 20/1 20/7 58 Ph Aron d tl L tl LOCATION LT 23 UTHONIA TC232277GEBiWS (2)32WT8 64 277 SURFACE UTHONIA Ph SC d tlL It TOTAL CONNECTED LOAD 4785 KVA R12 SA 7 50 350 1 59 2011 20/1 BD _ CEI Engineering Associates Inc COOPER --- - - 2W1 gp PhasaCCOnnetled Lo#tl TOTAL DEMAND LOAD 5340 KVA HAMPSTEAD R 12 SA B 50 300 1 61 20/1 _ C It,it Engineer PENDANT 63 2pn f INDICATES NEW PANEL FOR PHASE III LT 26 HAMPSTEAD LIGHTING 20025 CILIN U31 E26 100 PENDANT LITHONIA TR11 SM 2 1 0 1 65 20/1 2Wl 6 PANELEHS 44701JS 1South COOPER TR12 SF 3 N 60 1 67 2011 2011 6B - - PENDANT HAMPSTEAD TR1 3 SR 2 0 i 89 2011 20/1 70 MAINS 225A MLO VOLTAGE 480.'277 WIRE 4 MOUNTING SURFACE sults 101 LT 27 HAMPSTEAD LIGHTING 20025 CILIN U31 E26 100 PENDANT LITHONIA - _ 71 2011 _ _ 2p11 72 BUS 225 A PHASE 3 AIC 22 kA ENCLOSURE NEMA St Augustin FL J2086 COOPER TR2 1 SM _ 2 0 7 73 20/1 20/1 74 CKT TRIP LOAD CONNECTED LOAD KVA LOAD TRIP CKT UNILIGHT _ _ _ DESCRIPTION DESCRIPTIONPOLE # CHANDELIER TR2 2 SF 3 20 80 1 75 2011 - - - - LT 33 UNILIGHTICUSTOM XENON LAMPS TBD 120 CHANDELIER - - 20/1 76 # POLE TYPE kVA PHA PH PHC kVA TYPE \\ Tft23 SR 2 0 1 T - 77 l 2011 20/1 78 1 125 F ELEVATOR 75 75 HOIST F 125 2 Leo ,4 Flab' 7g 2pry 20/1 80 3 F 7 5 7 5 F 4 L L'1 it 1 PENDANT UNILIGHT TR31 SM 2 _ 0 1 _ 81 2011 _ 20/1 82 5 3 F 75 75 F 3 6 LT 34 UNILIGHT/CUSTOM CANDELABRA BASE 10 120 SURFACE TR3 2 SF 3 20 60 1 _ 83 20/1 _ 20/1 84 7 20/1 F VEF t 1 0] _ 8 lntCClOr Designer CEILING MOUNTED l TR3 3 SR 2 - D 1 P el Load A IY i _ 10 uwucrlT 12 Tht OflICL,at Mockingbird L tl �C!l D m tl 2005 NEC L_d Con D m d 2005 NEC 11 StaIIOn LT 35 CUSTOM LIGHTING CONCPTS(CUSTOM MEDIUM BASE 40 120 SURFACE TR41 SM 2 0 1 TIP a Pi VA KVA R I ce TYP O rnp1 KVA KVA R 1 13TR62 SF 3 20 60 i A L9hU9 P NECT bl 22042 E KitchenEq pm i P NECT bk 22056 7513 5107 East MOCkingb17d 14710 RECESSED MR46 ADJUSTABLE WHITE FINISH MAGNETIC LUCIFER LIGHTING TR43 SR 2 0 1 BRcept 7 159 P NECT b122044 F Molar 1r 29 31 P NECT bk4W22 17 - _ Suite 400 OSRAWSYLVANIA s0 120 RECESSED C A C dt nB P NEC ANG 4404 G 001a I 19 20 SA TRANSFORMER SOMRi6/B/NFL25 P NEC Arid 22051 H Subp I 42 42 21 22 Dallas TX 70_ 06 LUCIFER LIGHTING OL2RXW/DSH I SOFT FOCUS LENS VS 1 SM 4 0 1 _ 0 H U g RECESSED MRtB ADJUSTABLE WHITE FINISH MAGNETIC OSRAMSYLVANIA LUCIFER LIGHTING VS2 SF 3 20 6D i Ph A C tetl L tl 1 ii 3 LOCATION 23 - SA1 TRA24 NSFORMER 50MR78/BlNFL25 SD 120 RECESSED 26 VS3 SSR 2 0 _ i - Ph BC d PL d at TOTAL CONNECTED LOAD 288 KVA 25 28 LUCIFER LIGHTING OL2RXW/DSH I FROSTED SOFT FOCUS LENS VS-4 SA 7 56 50 1 Ph C C tetl Load 94 _TOTAL DEMAND LOAD 232 KVA RECESSED MR18 ADJUSTABLE WHRE FINISH LUCIFER LIGHTING —VS-5 SA 2 50 100 1 29 - - 32 OSRAMISYLVANIA 50 120 RECESSED - INDICATES NEW CIRCUITS FOR PHASE 111 3, 32 SA2 MAGNETIC TRANSFORMER VS-6 SN_ 3 D 1 50MR1 61B/NSPii - 33 _ LUCIFER LIGHTING DL2RXWlDXH SOFT FOCUS LENS _ 36 RECESSED MRIGADJUSTABLE NHITE FINISH ELECTRONIC Vit SN _ 3 D 1 PANEL LGRO(New In Phase 2) � 35 e j SB TRANSFORMER OSRAM/SYLVANIA VT SN 3 0 1 - - - - 50MR1WB/NSP11 50 120 RECESSED 37 CURVED COLD CATHODE INDOOR RATED-WHITES WIRE Vr 3 SIR 2 p 7 MAINS 2005 MCB VOLTAGE 2083 WIRE 4 MOUNTING SURFACE 38 l NEOTEK Vr3 SN 2 D 1 BUS 225 A _PHASE 3 AIC 10 kA ENCLOSURE NEMA - 40 SC DIMMING CONTROL HOT NEUTRAL eSWITCHLEG MINIMUM INCLUDED PER FT 120 SURFACE CKT TRIP LOAD CONNECTEOLOAD KVA LOAD TRIP CKT 41 P nd LoedA ty - 42 DESCRIPTION DESCRIPTION TYPE POLE # NEOTEK CCF CURVED120MA 25MM-120 3500K WL 2 SL 2 D 1 # POLE TVPF_� V PHA--F-PH PHC kVA - Load ceps Can O m tl 2005 NEC L tl D pU C D m iM 2005 NEC SURFACE MOUNTED COLD CATHODE INDOOR RATED-WHITE W1.4 ELECTRIC MIRROR 3 100 300 1 - - NEOTEK -� 1 20/1 B BATHROOM RECEPTACLES 08 20 12 RECEPTACLES B 2011 2 T SD 3 WIRE DIMMING CONTROL HOT NEURTRAL&SWITCHLEG MIN INCLUDED PER FT 120 SURFACE 3 2011 B WATER FOUNTAINS 04 OB 01 RECEPTACLES _ B ZO/1 4 Tye KVA KLA Rf soca_ YP KVA KVA Rferanca W L 5 SA 1 50 50_ i A L gM g P NEC TeN 220 42 E IGt h Eq pm t P NEC be 220 58 NEOTEK CCF 120MA 25MM 120.3500K WL 8 ELECTRIC MIRROR 7 100 700 1 5 20/7 B GM OPFIC RECEPTS 0 6 1 8 t 0 RECEPTACLES B 20/1 6 g Res p1 d P NEC T N 22044 F M 1 45] I1 51 3 P NEC Tab!43022 1 08 02 06 DEB WLT WILLIAMS 7 2011 B PHONE ROOM _ 10 Zfi 16 RECEPTACLES B 20/1 8 C ql CmdUon g P NEC ArYck 4404 G OMe { ISSUED FOR COORDINATION 3 SLEEVED FLUORESCENT STRIP SINGLE LAMP CROSS WL] SA 3 50 750 1 9 20/7 B BALLROOM RECEPTACLES O S 30 2 5 DRYER B 30 10 1 SE3 SECTION BLUE COLOR SLEEVE CIS WLB SN 3 0 t - D H U g P NEC ANI 21051 H S bps el 39 120 11 20/1 B CONFERENCE RM RECEPTS 12 37 25 B 2 12 Ih TIIL 6yLT WILLIAMS 73.3-139T5H EB1 120 PROVIDE SPECIAL FX FADE NOT FP39I841/HO/ECO WL 9 SA 2 50 100 _ 1 �- Phase A Con d tl L tl LOCATION POLY SLEEVE#69 BRILLIANT BLUE FORTS LAMPS WL10 SA 3 50 150 1 13 2011 B BALLROOM RECEPTACLES OS 30 25 DRYER II B 30 14 Ph BCan dtlLoatl TOTAL CONNECTEDLDAD 457 KVA 15 2011 B BALLROOM RECEPTACLES Od 29 25 B B 2 18 J UE F F PHP E FEF T FF 4SLEEVED FLUORESCENTSTRIP SINGLE LAMP CROSS WILLIAMS WL if 2 0 _ 1 PhaeeCC ttlL ad TOTAL DEMAND LOAD 513 KVA SE4 SECTION BLUE COL OR SLEEVE OSRAMSYLVANIA WL 12 SA 2 50 100 1 iJ 20/1 B BALLROOM RECEPTACLES 05 10 05 FITNESS RECEPTACLES _ B 20(1 iB WILLIAMS 73-4 IS4TSH EBI 120 PROVIDE SPECIAL FX FADE NOT FP54/841/HO/ECO 120 19 2011 B BALLROOM RECEPTACLES D 5 1 D 05 FITNESS RECEPTACLES B 2011 20 INDICATES NEW PANEL FOR PHASE III P� fi 1 E F IF FHr E F F"11 21 20/1_ B_ BALLROOM RECEPTACLES _ D4 D9 05 FITNESS RECEPTNCLCS t B 2011 22 10 11 DEP III T POLY SLEEVE#69 BRILLIANT BLUE FOR IS LAMPS L3] SA 7 50 350 1 23 2011 B CORRIDOR RECEPTACLES OS 10 05 REBER TIONS ECEPT B 20/1 24 SMALLAPERTURE HALOGEN DOWNUGHT MATTE WHITE FINISH LUCIFER LIGHTING L L38 SA 5 50 250 _ 1 — _ 25 2011 B STORAGE RECEPTACLES D5 10 05 BOARD ROOM RECEPTS B 20.11 26 IJ IIF Fllc Nle III PEPP�IT OSRAM/SYLVANIA SF FLUSH TRIM PLATE 20 120 RECESSED L39 SA2 18 50 800 1 20MR78lB/SPti 27 2011 B EQUIPMENT RM RECEPTACLES 10 22 12 SALES OFFICERECEPTS B 2011 28 LUCIFER LIGHTING DL15WlDHX 3-HCL I W/HEX LOUVER L41 SA 3 W 150 _ t - � CURVED COLD CATHODE INDOOR RATED-NEO BLUE 3 WIRE NEOTEK L42 SA 8 50 400 1 29 2011 B RECEPTACLES 09 21 12 CATERING RECAP B_ 20/1 30 ]078 54 OF]2 r 31 2011 B RECEPTACLES 0 7 1 1 01 WATER FOUNTAINS B 20/1 32 SG MIN NE TEKCCEDIMMING CONTROL HOT NEUTRAL&SWITCHLEG INCLUDED PER FT 120 33 2011 B RECEPTACLES OB 77 09 POOL BAR RECEPTS B 20/1 34 MIN NEOTEK CCF CURVED 120MA 25MM 12(F BLUE NOTES CONTROLLED BY A GRAFIK EYE 4000 SERIES SYSTEM 35 2011 B RECEPTACLES _05 2 2 1 7 ONO PANEL H 700 36 COLD CATHODE ACCENT INDOOR RATED NEO BLUE REQUIRES NEOTEK INDICATES NEW CIRCUITS FOR PHASE III 37 20/1 B RECEPTACLES O] 24 17 H % SGi 3 WIRE DIMMING CONTROL HOT NEUTRAL&SWITCHLEG MIN INCLUDED PER FT 120 EDIMO PANEL SB 20/1 B RECEPTACLES 11 28 17 _ H 3 b NEOTEK CCF 120MA 25MN 120 NEO BLUE - 41 20/1 B RECEPTACLES _ 08 2 D 12 FITNESS RECEPTACLES B 2011 42 LEUCOS MAINS 30A MCB VOLTAGE 2DW120V PHASE 3 WIRE 4 MOUNTING SURFACE - 7 DECORATIVE GLASS DOWNLIGHT WHITE FROST GLASS REFLECTOR SECTION 2 SH CALICOS IGFJV2 WHITE OSRAM/SYLVAN IA DIMMER i0F FIXTURE TOTAL 40 20AMP2afl 44 50MR76/BMFL25 50 12D DESIG FIXTURE TYPE Fl%TURES WATTAGE WATTAGE CIRCUITS REMARKS 45 30 25 B COMMERCIAL WASHER 25 P9 30 OS OIC RECEPTACLES B 2W1 46 DECORATIVE GLASS DOWNLIGHT WHITE FROST GLASS REFLECTOR B6 SA1 5 50 250 111 RE E SH CALICOS IGEA2 WHITE 50 120 RECESSED CALICOS } 49 2011 B REFRIGERATORACLE 00 20 16 070 VENDING PTACLE B 2011 50 OSRAMISYLVANIA 50MR16/BNFL25 Ci SF 5 20 180 1 - l 51 2011 B 1VENDING _ t 10 18 OB BAR RECEPTACLE B 2W1 52 CURVED COLD CATHODE INDOOR RATED-COOL WHITE REQUIRES NEOTEK - r 53 2011 B BATHROOM RECEPTACLES 12 24 12 BOARD ROOM RECEPTACLES B 20/1 54 SJ 3 WIRE DIMMING CONTROL HOT NEUTRAL&SWITCHLEG MIN INCLUDED PER FT 120 R12 _ SA 8 50 400 1 _ f 5 25 011 B FERNANDIA RM RECEPTACLES 12 4 12 AMELIA ROOM RECEPTACLES B 20/1 56 NEOTEK CCF-CURVED-120MA 25MM 12041WK Lq SW 32 % 1 57 T 2011 B REGISTRATION RECEPTACLES 1 0 1 7 07 VIP RECEPTACLES B 20/1 58 RECESSEDRALOGEN CABINETACCENT ANODIZED ALUM FINISH SOLAVANTI __i__ t9 j 20/1 B LOBBY RECEPTACLES 12 19 0] CORRIDOR RECEPTACLES B 20/1 60 OSRAMlSYLVANIA LB SW 32 -180 1 61 2011 B CORRIDOR RECEPTACLES 0 5 1 0 05 MEETING RM D RECEPTACLES B 20/1 82 SK SOLAVANTI 111300 FROSTED LENS REMOTE TRANSFORMER W 120 RECESSED 50MRiWBINFL25 L12 SW 3 32 9fi 1 S3 2011 B MEETING RMDRECEPTACLES 07 14 07 MEETING RM D RECEPTACLES B 20/1 84 REQUIRED RECESSED HALOGEN CABINET ACCENT ANODIZED ALUM FINISH SOLAVANTI L22 S 8 32 192 1 - �65 20/1 E BLENDER 200 4 04 BOTTLE COOLER E 20/1 68 OSRAM/SYLVANIA 119 _ SW 6 32 192T 1 OS 10 05 CUSTOM CABINET E 2011 68 SKI SOtAVANTI 111308 GLARE CONTROL LOUVER ACCESSORY 50 120 RECESSED 67 20/1 E CUSTOM CABINET - REMOTE TRANSFORMER REQUIRED 50MR18/B/NFL25 L34 SW 6 32 352 1 t rt - X69 2011 B BAR RECEPTACLES 09 09 SPARE 20/1 I 70 -L35 SW 8 32 192 1 SOLAVANTI 71 2011 F EF 0 3 05 05 SPARE 2W7 72 REMOTE TRANSFORMER LOW VOLTAGE 2030 10 OF 24 SKT N/A NIA 120 - -- 73 2017 _ SPARE SPARE _ 2011 74 SOLVANTI3Ww MAGNETIC NOTES CONTROLLED BY A GRAFIK EYE 4000 SERIES SYSTEM 75 2011 SPARE SPARE _ Z0/1 76 LENSED FLUORESCENT DOWNLIGHT WHITE REFLECTOR AND ECISON INDICATES NEW CIRCUITS FOR PHASE III - SL FLANGE OSRAM/SYLVANIA 77 2017 SPARE SPARE 2011 78 26 120 RECESSED cf2fiovE/e3o EDIM1 PANEL 79 zW1 SPARE SPARE zoo eD EDISON PRICE TRPH 12615l120TWOL LENSED FLUORESCENT DOWNUGHT WHITE REFLECTOR AND EDISON MAINS 30AMCB _--VOLTAGE 20Bl120V PHASE 3 WIRE 4 MOUNTING SURFACE 81 2017 SPARE _ SPARE 2W1 82 OSRAM/SYLVANIA BM FLANGE 28 120 RECESSED DIMMER iOF FIXTURE TOTAL IiOF 2l AMP B3 2011 SPARE SPARE 20/1 B4 EDISON PRICE SLLX 228/8120.WOLD (2)CF26DT0830 DESIG FIXTURE TYPE Fl%TURES WATTAGE WATTAGE CIRCUITS REMARKS P ILaatlA y SHEET NOTES RECESSED ADJUSTABLE MR16 W/MAGNETIC XFMR LUCIFER LIGHTING EL 4 SA 6 50 306 1 L atl C Dem d 2DD5 NEC _L d Cm D m d 2005 NEC I$aaM51 t ro OSRAMSYLVANIA TYP D cr GU KVA KVA R f rence TYPe D pies KVA KVA R f re ce B SN WHITE FLANGE WET LOCATION 50 120 RECESSED l- 50MRtfilB/NfL25 EML1 _SA 3 50 150 1 A Lghi rg P NECT bk22042 -E K" Eq pm 1 34 34 P NECT N 22058 LUCIFERLIGHTING DL21XCPW DHI M Recepkk 590 345 P NECT bk 22044 F Moto OS 06 P NECTabk43D22 CURVED COLD CATHODE INDOOR RATED NEO BLUE REQUIRES NEOTEK EML 3 SA 1 50 50 1 -1 6 - 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Facsimile 713 229 9343 I J J I i— –� — - - — - - -- - - -- - - ;® �_ �` Space for Consultants O _ _ _ _ _ _ _ ___ _ _ Remington Hotels,LP SA2 SA2 S 2 5 2 SA2 SA2 47 Project Manager L 14185 Dallas Parkway SW 2)� SW (2)SA ( i I ( C(I) A CORRIDOR Suite 1150 — IIP I I L42 (2)SA SW (2)SA 118 SW SW SW SW y— — — h r ' Dallas Texas 75254 I SA2 S 2 S 2 SA2 SA2 SA2 id ' Thornton TomaSettl SA2 ' f u I rrH _P Structural Engineer SW ELEVATOR E III 12750 Merit Drive S uite 750 LB 7 SA2 Dallas Texas 75251 SA2J EL40 L37 S 1 B R a Thompson Company -- ` FUTURE a ' - MEP Engineer L08BOBY , F __—J �_,_a 50 Technology Parkway South 999 J LEVEL 1 5 SW SPA EXPANSION Norcross GA 30092 —— STAIR r----- ! 1C L399 (7)SA i `Y — --- — — — L38 (5)SA1 `� I r�}-- _ -- ---- — -- — -- I T\00000\Segs\04-11-07 JP9 I LEVA I MACHINE ROOM =�— t ELEV G i 101 j r { I _ -- ——————————————————— 4 — 06.07 Consultants to Remington Hotels LP -- CEI Engineering Associates Inc Civil Engineer 4475 L S I South Suite 301 j St Augustine FL)2086 Leo A Daly f� \ Interior Designer 1 he Oftncs at Mockingbird Station 5107 Fast Mockingbird Lane Suite 400 Dallas TX 7206 I I 11 I I 1 080206 DEB WLT I ISSUED FOR COORDINATION f E f MT I E F P FHk''E I PEP^IIT x HPI II 1 , n -14 15 r) ULl NI T I JE FI F FHA,E It PEP111T I) 0 Fri NI T 1, 1 S71 FoF FHPSE III P F IIT I 1 I i I I ( I fI I � I I i € Ii t I I 1 I II I I € I SHEET NOTES 13-11sla-t ro , 1 ,) 1 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR INTERIOR DESIGNER DRAWING FOR EXACT , LOCATION OF ALL LIGHTING FIXTURES , € i 2 SEE ARCH/ID PLANS FOR DIMMER SPECIFICATIONS 3 CONNECT ALL EXIT SIGNS TO EHGRO-7 --r— ------° I I 4 HEAVY DASHED LINE MARKED WITH PHASE III DENOTES BOUNDARY OF CONSTRUCTION ALL OTHER AREAS NIC Ii I ProJael N ene I € Sea Turtle Resort Ashford Hospitality Trust I , I Prosect N mbe I I 02 5635 000 i CAD FII N ne 4 -"Ll, Pl 1.-pa 11 TPI(-I'I HL II LEVEL I i i , I Seat Q CONSTRUCTION PLAN LEVEL 1 - - -- - - - - — EL0201 SCALE 1/8 =1 —0 0 1 4 8 16 EL02.01 I I ®3005 Gensler I , 2007 17 18„r aP� SAsi i FI PF 5047 EI 0 O, 1 i rH� �E�" ( J `rL I KEYNOTES OPROVIDE T5 TD JUNCTION BG)( IN Sea Turtle Resort F (UNDER REGISTRATIONS DESK TERMINATE IN CEILING ABOVE WALL AND BUSHING (1)1 FOR Hotel Renovation POWER AND(1)1 FOR TELEPONE DATA I POOL �- EQUIP GENERATOR i Ashford Hospitality Trust ° 14185 Dallas Parkway ,�'I o Suite 1100 ° Dallas,TX 75254 , { ( I ®FlMAINTENANCE PHASE 111 0 11 - _ _ -_ -.� 1 OL-277— — I I I I I I PUMP {{ ' M _ENS - ELECTRICAL AL ROOM E'I I 064 A$E III � I I ( 004 ff /} 700 Mdam Street JANITOR! ° 3 L __ __ _ - 1,,, r nr Suite o Tx 771112 06515/ i I� I �I Gensler Telephone 713 228 800 Facsimile 713 229 9343 r ��= 4 t1ocD 7" STORAGE CD{75cD ® { ` J i i I 0 063 r I { ® �jl� { i i H _ r=- —_ Space for Consultants W OssL0 2H Ns � ® 15CD E LGRO 30 ( -- I' - I I Remington Hotels LP Protect Manager --0-190 �- IU LGRO-28 3OCD 30CD / 14185 Dallas Pazkwati MF CORRIDOR ®LGR -� D� ° -- ( (� Q n + Y ELEVATOR - _ Suite 1150 LGRO-3 \ SALES ® LOBBY Dallas Texas 79254 - ( RESERVATIONS OFFICE CATERING I IG20 Thornton TOmaSettl LGRO-5 OFFICE OFFICE I I I —� F 30_0 ___Z, GM °lu 060 061 062 IIID ELEVAT ELEVATOR OFFICE - -_ - - — -_� li _ n ELEV ELEV A PHASE III structural Engraver 057 0 Q - c� - - Dallas Ment 752 Suite 750 L13 7 ADMINISTRATIVE �/ LGRo—t1 I --- Dallas Tewas 75251 ©, OFFICES = � 0 I30I =- — _ ' _� R�ECEIVING I LGRO-26 058 CORRIDOR - � Thompson Company C BOARD ARD® CONFERENCE MFP Fngin=r ILI ROOM --- - 50 Technology Parkwa) South G 055 I F059-1t� 1 _ _ Norcross GA 30092 �J CLOSET Plu d T' i r4) (nLGR1 -MPAA --{ PHONE p MECHANICAL T\OOD00\SI s\04-11-07LGRO-58 GROOM —9 j` 30CD EQUIPMENT 9 �G9 5 I 054 REGISTRATION � e ° IG OB —Y 025 v _ OF i 0-53-1 / LF ip LGRO-27 56 LGRO-57 / STAIR g LGRO-7 I nT PIU 0 / ® 1C 060 _ PIU J u 0 Plu 0 75CD STORAGE r �_L 110CD � p 026 Consultants to Remington Hotels LP LGRO-13 II I POOL® o® - I E ® ® 30CD BAR &GRILL CEI Engineering Associates Inc ® 051 LGRO-25 027 ® Civil Engineer 4475 I vee 4�-+— Fl Sote301 r� 0 LOBBY BAR ( I AMELIA LGRO-56 ®--- — S 1 out -— - 052 ( ROOM f _ - St Augustine FL 32086 / FAA 028 �, T _ L L � '+ Leo A Daly r j-- 11�0 �C° PIU ( Interior Designer 0 1 l The offices at Mockingbird Station 5307 East Mockingbird I I `x;, � � �r� Plu plu ISLAND �� BALLROOM ` I� Lane O 1 o i6 BALLROOM I Suite 400 0 029 I COR30OR Dallas TA 7206 — 110CD� LGRO-15 �. N-t-I PIU — LGRO 21 PIV LGRO-59 0 4 FERNANDIA1- ROOM 011 Ell 035 - - 1 08 02 Ob DEB WLT 1 11 FOR COORDINATION —j� — — T— — 1 1 LGRO-559 _ — `, _ 1 11 nn ULf �t�I I KITCHEN F-A 0411) I ULL WL .-_ _ � � � - I I 050 I ,I E F IF PHA E I ?EFhIIT � PFI III W PIU LGRO-17 I iE E,P PH/,SF I FEPH T H ® o i � � I 1 n LIL 41 i d J LGRO-54 0 k_ ( I QJ FOP PHASE III PEPIflT CORRIDOR WOMENSPlu MENS k I Plu RESTROOM 0 iO RESTROOM I� I { 0 11 039 038 I , r - ' - LGO-19 I � - - - - - - - - — - I R BOARD ' 1 � I ROOM I L 1 037 0 0 000.o0. Z 1 30CD 3000 LGRO-55 ELECTRICAL .�` / ' i f �� II '__ 1, -; I yyybaI �d f(ii� j I� LGRO-61 I k} i LGRO-60 SHEET NOTES 1 COORDINATE OUTLETS FIRE ALARM DEVICES WITH ID — ARCH CEILINGS AND MILLWORK 110CD 110CD d,I LGRO-62 2 HEAVY DASHED LINE MARKED WITH PHASE 111 DENOTES _ w r-- _ ,�_ _— _ LGRO-63 BOUNDARY OF CONSTRUCTION ALL OTHER AREAS NIC I LGRO-64 I I Prei ct N me I 1 {I MEETING I Sea Turtle Resort Ashford Hospitality Trust I ROOM D I 045 I P op t N mo. 1121,6 02 5635 000 i t )d j 0 0 �- I ELOFia 0� IDe npn III TRI 1,TUN PLS.I I E,EL � I Seek fie] r I CONSTRUCTION PLAN LEVEL 0 EE0j SCALEI� =7 0" SCALE 1/8 =1 -0 EP02=00 I 0 1 4 8 16 ®� 02005 Gensler 1 00 171 4 r et'S\ 5147 c El P� , S047 EFe 10 e 1 I KEY NOTES ,/ (/('�'.,� (} (y(^1,l (�� j (� Sea Turtle Resort AX A I AZ A \ U J } V \'-/ \' J " } Q7 FIELD VERIFY LOCATION MOVE AS NEEDED Y 7 Y T 02 )FI2. 2Q61/10N BOAS SHOWN IT E6 Hotel Renovation -..- --. PROMD11AINC2'c 20A-1-I P OFCI OWN A BREAKER. Fl- ('E ' ` / O3 ROOF 0 TOP GENERATOR ROOMS ELECTRICAL Ashford Hospitality Trust 14185 Dallas Parkway I I i I I I I i I I iE O Suite 1100 I (11 Dallas,TX 75254 PHASE III riI _ t ( — — — — — — — — —==1 700 Milam Street 4 k Suite 400 Houston Tk 77002 — _ r i C Gensler Facsimile 7131 229 9343 I I Telephone 73 2..8 800 I I I F j _� — - - - - - - - - �, __ _ _1' Space for Consultants 2 -- — , ®� �— _ Remington Hotels,LP t 000D 1000D Il Project Manager F 2 --� Suite Dallas Parkaav O CORRIDOR ® I� I I Suite 1150 - lip j ® 118 ¢ f ^� Dallas Texas 75254 1 ® LORI-38 _-� 11 Thornton Tomasettl - I Structural Engineer l _ PHASE III I ELEVATOR 1 ELEVATOR!I j V 12750 Merit Drive Suite 750 LB 1 Dallas Texas 75251 ELEV B ELEV A Thompson Company FUTURE iB MFP Fngineer SPA EXPANSION 50 Technology Pazkvva South I \ \ LEVEL 1 5 103 -- - Y I F � LOBBY � Norcross GA 10092 STAIR \ r 00 1 —F — - _ _ _ _ I T\00000\Segs\04-11-07 jpg I I LEVA MACHINE I I ROOM I 101 _ , ---------------------- — ——— joEo _ Consultants to Remington Hotels LP L j L� I ( € CEI Engineering Associates,Inc I ® Civil Engineer 4475 U S I South C\ Suite X01 St Augustine FL 32086 Leo A Daly \ 'f Interior Designer The Offices at Mockmebird Station 5307 Fast Mockingbird Lanz Surte.400 Dallas TX 7x206 i ' ' I i li I , � I 1 08 02 06 DEB WILT _ T l ISSUED FOR COORDINATION 0 11 ,r D 6 VL I HE SOP PH/ E II PEFHIT PFI Ilk I n 041E 07 LFB WLI IaoI 1E I iF FH E II PEPHIT J LEb WLI �1 E FOP FHASr III PEPPIIT , , I � II I € i l I ! R 3 i I 1 l i E I i R2 SHEET NOTES �S-Usig t 1 COORDINATE OUTLETS FIRE ALARM DEVICES WITH ID ARCH CEILINGS AND MILLWORK 2 HEAVY DASHED LINE MARKED WITH PHASE III DENOTES BOUNDARY OF CONSTRUCTION ALL OTHER AREAS NIC - - - - - --- — 1 - --- - � Y 7 ®-- F— _- -- d 1 I Pmleel Name RT Seo Turtle Resort L 4 Ashford Hospitality Trust II P-Jed N mbar 02 5635 000 I I CAD File Name I _ 'i4 -EP i<-�I D ripao `FI Tlrlll PLhli , � l Lt EL I scale i , CONSTRUCTION PLAN LEVEL 1 SCALE 1/8 =1 -0 ® EPO2.O1 SCALE.1l8 =1-0 0 1 4 8 16 ®2005 Gensler 5 1 007 7 10 T 4.45 504 C d\EI Fh i 914 EPS 11 f 1 SEA TURTLE RESORT 1 OCEAN BLVD, ATLANTIC BEACH, FL 32233 Remington Hotels , Inc . 14185 Dallas Pkwy, Suite 1150 Dallas, TX 75254 Project No. 01 2- 1 01 33-000 PHASE III : PUBLIC AREA PERMIT SET MAY 25 , 2007 PLANNING ARCHITECTURE ENGINEERING INTERIORS EST. 1915 ATLANTA AUSTIN DALLAS FORT WORTH HONG KONG HONOLULU HOUSTON LEK) A C) 4L LAS VEGAS LOS ANGELES MIAMI MINNEAPOLIS OMAHA PHOENIX SAN ANTONIO WACO WASHINGTON, DC ,iliti J,l.i± CAI PROJECT TEAM SITE PLAN INDEX OF DRAWINGS OWNER PROPERTY REMINGTON HOTELS. INC. SEA TURTLE RESORT & SPA SEA TURTLE RESORT 14185 DALLAS PKWY, SUITE 1150 1 OCEAN BLVD. 1 OCEAN BLVD. P (972) ATLANTIC BEACH, FL 32233 a GEMERAL SHMEr WAVDIGS ATLANTIC BEACH, FL 32233 F (972) P (000) 000-0000 CONTACT: F (000) 000-MM COVER SHEET 0 0 0 CONTACT: GO.01 GENERAL INFORMATION AND INDEX OF DRAWINGS 0 0 0 GO.02 ABREVIATIONS AND SYMBOLS 0 0 0 0 Remington Hotelsf Inc. GO.03 FINISH MATERIAL AND FINISH SCHEDULE 0 1 0 0 14185 Dallas Pkwy, Ste 1150 GO.04 SCHEDULES 0 0 0 Dallas, TX 75254 0 WITIM WAMNIN PLANNING ARCHITECTURE PK4M 0 : PUM SPA= ENGINEERING ARCHITECT/DESIGNER PURCHASING AGENT I A DALY INTERIORS LEO A. DALY xx ID 0.0.01 OVERALL. AREA PLAN 0 EST.191S ARFA 1: LOW AND C011110015 5307 E. MOCKINGBIRD LN., SUITE 400 xx ID 1.1.01a FLOOR PLAN a..... DALLAS, TX 75206 7936 EAST ARAPMOE COURT 1000 ............ 5307 E. Mockingbird Lane, Suite 400 P (214) 526-1144 ENGLEWOOD, CO 80012 ID 1.1.01b FLOOR PLM .... ......... F (214) 526-1411 P (303) 689-0800, 154 Dallas, TX 75206 USA CONTACT: PROJECT MANAGER: KATHY CHAVEZ F (303) 689-0700 -526-1144 Fax 214-526-1411 ID 1.1.02a FLOOR PATTERN PLAN Tel 214 SR. PROJECT DESIGNER: LARA RIMES CONIACr: ........... ID 1.1.02b FLOOR PATTERN PLM MICHAEL GRIFFIN ...... .... . . ...... . ........ ................. 0. �lll ix ID 1.1.03a FF&E FURNITURE PLAN ............. . 0 , .......... ............ ID 1.1.03b FF&E FURNITURE PLAN '7-ig-li R............... .... .... .. ........... .. .......... ID 1.1.04a REFLECTED CEILING PLAN 0 0 ........ ..... .. .......... ID 1.1.04b REFLECTED CEIUNG PLAN ID 1.2.01 a ENLARGED PLAN: LOBBY & BAR PROJECT MANAGER ..... ......... 0 0 . .............. ................ .......... ........... -0. ID 1.2.01 b ENLARGED PLAN: LOBBY & BAR ............. ........ ...... ............. CONTRACTOR NAME ID 1.3.01 INTERIOR ELEVATIONS 0 0 ID 1.3.02 INTERIOR ELEVATIONS .-z ... ........... ........... .............. .......... ......... ID 1.3.04 INTERIOR ELEVATIONS .......... ....... ....... ... ....... 0 ............. ........... ....... ...... ........ .... ...... ID 1.3.05 INTERIOR ELEVATIONS 0 0 ID 1.3.06 INTERIOR ELEVATIONS . ............ ............... ............ A ........... . ..................... .......... .4.01 INTERIOR SECTIONS ID 1 0 . 0 .... .. ...... ............... 0 ID 1.4.02 INTERIOR SECTIONS ............ ........ . .......... ID 1.5.01 NOT USED ID 1.6.01 NOT USED a il .......... ID 1.7.01 STAIRS AND ELEVATORS 0 0 ............. . ... ..... ....... lu I.D.Ul PUBUC RESTROOMS ENLARGED PLANS 0 BUILDING CODES BUILDING INFORMATION 10 1 .......... a ID 1.8.02 PUBLIC RESTROOMS ELEVATIONS 0 0 JURISDICTION: STATE OF FLORID& CITY OF ATLANTIC BEACH ...... ID 1.8.03 TELE: (904-247-5826) IJ 0 0 ............... v ID 1.8.04 PUBLJC RESTROOMS SECTIONS & DETAILS X. 0 0 BUILDING CODE: FLORIDA BUILDING CODE 2004 WITH 2005, 2006 AMENDMENTS ......... ID 1.9.01 LOBBY RECEPTION DESK PLANS, ELEVATIONS, SECTIONS AND DETAILS 0 ... ........................... ID 1.9.02 VIP ROOM DESK: ELEVATIONS, SECTIONS AND DETAILS IX PWMBING CODE: FLORIDA BUILDING CODE 2004 0`0 ...... MECHANICAL CODE: FLORIDA BUILDING CODE 2004 .31 .......... .............. .............. ...... AIFA 2: MMM RIM BALL 110011 .............. NATIONAL ELECTRICAL CODE 2005: NATIONAL ELECTRICAL 2005 ................. ...... ..........-........... ............................... ID 2.1.01 FLOOR PLAN .............. ...... ............ ... ........ ....... 0 0 0 nRE/UFE SAFETY CODE: NFPA 101 ID 2.1.02 FLOOR PATTERN PLAN 0 0 0 FIRE/SUPRESSION: EXISTING BUILDING IS PROTECTED THROUGHOUT ID 2.1.03 FF&E FURNITURE PLAN 0 0 41111 WITH AUTOMATIC FIRE SPRINKLER SYSTEM. ID 2.1.04 REFLECTED COUNG PLAN 0 0 0— FIRE ALARM SYSTEM: EXISTING FIRE ALARM SYSTEM TO REMAIN. ID 2.1.05 NOTUSED 0 0 MEANS OF EGRESS: REF ARCHITECTS DRAWINGS ID 2.2.00 NOTUSED ID 2.3.01 INTERIOR ELEVATIONS 0 0 0 KEY PLAN ACCESSIBIUTY CODE: FLORIDA BUILDING CODE 2004, CHAPTER 11 ID 2.3.02 INTERIOR ELEVATIONS & SECTIONS 0 0 ARFA 3: F11 cow SCOPE OF WORK ID 3.1.01 FLOOR PLAN & FINISH PLAN 0 * 1 VICINITY MAP ID 3.1.02 NOT USED 0— ID 3.2.00 NOT USED .......... ....... .......... F: .............. ID 3.3.01 INTERIOR ELEVATIONS M.0 ill"lill 0 w PHASING ...... ......... i w1w 3 ... 'OR .......... ........ .. IMPLEMENTATION OF THE ENTIRE SCOPE OF WORK FOR THIS PROJECT SHALL TAKE PLACE IN PHASES. THESE DESIGN DRAWINGS INCLUDE INFORMATION FOR PHASE TWO ...... ... ..... ID 3.4.01 SECTIONS OF THE HOTEL RENOVATION. F. .... ....... .k. --g 0� & ....... r IF A Ig;"",.*M::M I X. ................ ........... ... ... . ..................... PHASE ONE INCLUDED THE SEVEN (7) GUEST CORRIDORS AND 193 GUBTROOMS AND GUEST BATHROOMS. THIS PHASE IS UNDER CONSTRUCTION. L NI DIRANNE ..........w 0 ,milk ". onva L 1.01 LIGHTING PLAN X -b ........ ........... PHASE TWO INCLUDES THE RESTAURANT, RESTAURANT RESTROOMS AND SPA DRAWINGS. ....... ....... .... . . ........ ........ ........... .......... REVISIONS .... .. ...... L 1.02 UGHTING PLM ............... PHASE THREE SHALL INCLUDE THE HOTEL LOBBY, LOBBY BAR, RESTAURANT, PUBLIC RESTROOMS, FITNESS CENTER DRAWINGS AND FINSHES FOR BACK-OF HOUSE. ..... ...... ... ... ...... X: W,; '0 '11"R I En%,�,N DATE E� ....... :: :::. . - I .. .1 . _�ii :1 - , - DESCRIFrK)N ............ X X.- . ..... NO. ... . ...... 4 .............. .. ........ ......... ........ SCOPE-PHASE THREE IN v llgl .............. .......... :,x THIS SCOPE OF WORK INCLUDES PUBLIC SPACES (CONSITING OF LOBBY, 2 SETS OF PUBLIC RESTROOMS, MEETING ROOMS, CORRIDORS AND FITNESS CENTER). . ...... .......... ... .. . . ....... ....... ....... At .......... .... ....... .......... .............. ...... .....00 ............. _:::7 ............ q... ... ................... g, X: xmx ....... .. ... .7 .......... ........... .......... .............. ,.,� :_*" 1*11-� --g m :w. cll 19- 11 MW . ............. IN;: �li, N N M*%:�:��kM%::::::lili g .. .......... .......... ...... k. ...... Ift k�;R�*Mk 'X: X. d.: .......... w .......................... 6. ................ ...... .... . ......... .3. X-N a ... . ..... ... m ..gg g J ggliggg ....% :;e. .................I........ A., Kill.% .......... .......... .. .... ... .... .. . ........ . ........... ix ......... ::ix�ix, FILE LOG ........... .............. 0 4. BY ..... ...... X..... xv gm ACTIIVITY 2w .... ...... L ............ Mwavff .. . .... .... KAC :> ..........X. Sn .......... —abb.. ....... .......... b 4 - ca k Draw ....... .. ..... .. . ... 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M� 6. gii PHASE Ill: LOBBY & PREFUNCTION 0 M. l TION (FIRST ONE APPEARING) w FOR CONsTRuc GENERAL INFORMATION AND aim.. -A..C.".. . ........ .. ........... ............... ............ ........... INDEX OF DRAWINGS . ...... ............. Effl, % .......... 10 FOR PERMIT ........... :1§ Nnn .......... ............ .. ........ x-g.., ............................... DISIPLINE DESIGNATOR a. st ....... . ...... ....... ................. ..... ...... ....... ... .. ...... . . ............. 0 AREA DESIGNATOR (IF APPLICABLE) ............. ....... ...... REVISED CONSTRUCTION DRAWING - REFERS TO REVISION ........... .... ...... ...................... ...... ...... . ..... ... ....... ........... xi- I A ... ... ..... .......... ........ LED --M. ..... ...... ................... ................... ................... GOeOl U J:\012-10133-000\dwg\Phase III Lobby and Prefunction\RST GO-01.dwg May 22, 2007 - 6:28pm mvciofardini 0 LEO A DALY CoMpany 2007 L STANDARD ABBREVIATIONS A C EMT ELECTRICAL METAL TUBING GEN GENERATOR i MECH MECHANICAL PART PARTITION RENF REINFORCING STR STRUCTURAL w AB ANCHOR BOLT C CONDUIT CPP CARPET PAD EQ EQUAL. GCFI GENERAL CONTRACTOR JAN JANITOR MFR MANUFACTURE PANT PAVEMENT REQD REQUIRED SUSP SUSPENDED w WATT SEA TURTLE RESORT ABS ACRYLONITRILE-BUTADIENE-STYRENE CAB CABINET CT CERAMIC 11LE EQUIP EQUIPMENT FURNISfD AND INSTALLED JB JUNCTION BOX MG MOTOR GENERATOR PC POINT OF CURVATURE REV REVERSE SW SWITCH W/ WITH 1 OCEAN BLVD. IVC ACCESSORIES CB CIRCUIT BREAKER OR CATCH BASIN CTR CENTER EW EACH WAY G RC GLASS FIBER REINFORCED CONCRETE JST JOIST MH MANHOLE PCF POUNDS PER CUBIC FOOT RF RESILIENT FLOORING SWGR SWITCHGEAR WC WALL COVERING ATLANTIC BEACH, FL 32233 A/C AIR CONDITIONING CC COOLING COIL CTP CEMENT PIPE EWC ELECTRIC WATER COOLER G GALVANIZED IRON JT JOINT MIN MINIMUM PED PEDESTAL RGS RIGID GALVANIZED STEEL SYM SYMMETRICAL WD WOOD ACP ASBESTOS CEMENT PIPE C/C CENTER TO CENTER CUH CABINET UNIT HEATER EWH ELECTRIC WATER HEATER GLB GLASS BLOCK MIR MIRROR PERP PERPENDICULAR RH ROOF HOOD WDW WINDOW ZED AD AREA DRAIN CD CORNER GUARD CUYD CUBIC YARD EX EXTERIOR GP GSI GALLONS PLANT PER MINUTE K MLO MAIN LUGS ONLY PHC PREHEAT COIL RHC REHEAT COIL T WH WATER HEATER ADJ AWACENT OR ADJUSTABLE CDU CONDENSING UNIT EXH EXHAUST GR GRADE KCJ KEYED CONSTRUCTION JOINT MM MILLIMETER PHVAC PLUMBING, HEATING, VENTILATING do AIR RM ROOM T TREAD W/o "" Re m i n ton Hotels, n C. ADR ACCESS DOOR CE COVER ELEVATION D EXP EXPOSED KC6IL THOUSAND CIRCULAR MILS Mo MASONRY OPENING PI RID ROUGH OPENING TJCB TOP MID BOTTOM wP WEATHERPROOF 14185 Dallas P Ste 1150 GT GLASS TILE AF ACOUSTIC FINISH CEM CEMENT DIFF DIFFUSER EXPN EXPANSIONKIT KITCHEN MS MASONRY PN POST INDICATOR VALVE ROW RIGHT OF WAY T&G TONGUE AND GROOVE WPFG WATERPROOFING Dallas, TX 75254 AFF ABOVE FINISH FLOOR CFq CONTRACTOR FURNISHED DBL DOUBLE EXT EXISTING GWB GYPSUM WALLBOARD KS KITCHEN SINK MSF MISCELLANEOUS FABRIC PKG PARKING TC: TOP OF CURB WS WATER STOP AHU AIR HANDLING UNIT CONTRACTOR INSTALLED DEPR DEPRESSED GYP GYPSUM KV KILOVOLT MSC MISCELLANEOUS PL PLASTIC LAMINATE S TEL TELEPHONE wT WINDOW TREATMENT PLANNING ARCHITECTURE AL ALUMINUM CFM CUBIC FEET PER MINUTE DET DETAIL F H WA KL.OMOLT AMPERE MT METAL PANEL PLAS PLASTER S STAIR OR STAIN OR SURFACE TEMP TEMPERATURE WTF WINDOW TREATMENT FABRICLEDA DALY INTENG 1 N E E R I N G ERIORS ALT ALTERNATE CFS CUBIC FEET PER SECOND DF DRINKING FOUNTAIN FA FIRE ALARM HS HOSE BOB KW KILOWATTS MTG MOUNTING OR MOUNTED PLBG PLUMBING SA SUPPLY AIR OR SOUND ATTENUATOR TERR TERRAllO WWF WELDED WIRE FABRIC APPROX APPROXIMATELY CG CASEGOODS DIA DIAMETER FCU FAN COIL UNIT HC HEATING COIL IJTL METAL PLF POUNDS PER LINEAR FOOT SAN SANITARY TOL TOILET EST.1915 APT APARTMENT CGF CASEGOODS FABRIC DIAG DIAGONAL FD FLOOR DRAIN OR FIRE DAMPER L MULL MULLION PLYWD PLYWOOD SC SEALED CONCRETE TM T X AR AREA RUG CGI CASEGOODS INSTALLED DIP DUCTILE IRON PIPE FDN FOUNDATION HDCP HDNIt H ARDNER(PED) LAB LABORATORY MV METAL VENEER PNL PANEL SOH SCHEDULE TOS TOP OF STEEL XFMR TRANSFORMER 5307 E. Mockingbird Lane, Suite 400 ART ARTWORK CH CHILLER DISC DISCONNECT FDR FEEDER UIRDENEAM LAMINATE POI POINT OF INTERSECTION SECT SECTION TOW TOP OF WALL HIM HARDWARE LAV TX 75206 USA ARCH ARCHITECT(URAL) CURB INLET OR CAST IRON DISP DISPENSER FE FIRE EXTINGUISHER LAV LAVATORY N PR PAIR SF SPECIAL. FINISH TP TOP OF PAVEMENT Y Tel 214-526-1144 Fax 214-526-1411 1411 ASPH ASPHALT CIP CAST IRON PIPE DIST DISTRIBUTION FEC FIRE EXTINGUISHER CABINET HDWD HARDWOOD LBS POUNDS NA NOT APPLICABLE PROJ PROJECTION SG SEATING TRANS TRANSVERSE YD YARD AT ACOUSTICAL TILE CJ CONTROL JOINT DK DECK FH FIRE HYDRANT HKI E HOOK ONE END LF LINEAR FEET NEC NATIONAL ELECTRICAL CODE PRV PRESSURE REGULATING VALVE SGF SEATING FABRIC TYP TYPICAL YH YARD HYDRANT ATB AIR TERMINAL BOX CKT CIRCUIT DL DEAD LOAD FHC FIRE HOSE CABINET HK2E HOOK TWO ENDS UN LINEAR NO NUMBER PSF POUNDS PER SQUARE FOOT SH SHOWER CURTAIN ATC ACOUSTICAL TILE CEILING CL CENTER UNE DN DOWN FIN FINISH HM HOLLOW METAL LL LIVE LOAD NOM NOMINAL PSI POUNDS PER SQUARE INCH SHT SHEET U AUX AUXILIARY CLG CEILING DO DITTO FIX FIXTURE HORIZ HORIZONTAL LLH LANG LEG HORIZONTAL NIC NOT IN CONTRACT PNC POINT OF VERTICAL CURVATURE SIM SIMILAR UC UNDERCUT AVG AVERAGE CLO CLOSET DR DOOR FL FLORAL HP HORSEPOWER LLV LANG LEG VERTICAL HIS NOT TO SCALE PVC POLYVINYL CHLORIDE SK SINK UG UNDERGROUND AZ AZIMUTH CLR CLEAR DS DOWNSPOUT FLR FLOOR HPT HIGH POINT LMU LIGHTWEIGHT MASONRY UNITS PVI POINT OF VERTICAL IN I SECTION SOG SLAB-ON-GRADE UH UNIT HEATER CM CENTIMETER DWG DRAWING FM FORCE MAIN HR HOUR LANG LONGITUDINAL 0 PVT POINT OF VERTICAL TANGENCY SP SPRAYED FINN UPI UPHOLSTERED WALL INSTALL s CMH CUBIC METER PER HOUR DWI- DOWEL FP FIREPROOFING HS HIGH STRENGTH LT LIGHTING OA OUTSIDE AIR SPEC SPECIFICATIONS UR URINAL BB BAILED AND BURLAPPED CMP CORRUGATED METAL PIPE DWP DOMESTIC WATER PUMP FR FIRE RATED HT HEIGHT LT LIGHT WEIGHT OC ON CENTER Q SQ SQUARE BD BEDDING CMT CERAMIC MOSAIC TILE FRP FIBERGLASS REINFORCED PLASTIC HTG HEATING WT OD OUTSIDE DIAMETER QT QUARRY TILE SR STOREFRONT V BDF BEDDING FABRIC CMU CONCRETE MASONRY UNIT E FT FEET HTR HEATER LVL LEVEL OF OUTSIDE FACE SS SOLS SURFACING V VOLT BDS BEDSETS CO WAC HEATING/VEMIATING/AIR CONDITIONING CLEANOUT EA EACH FTG FOOTING M OFCI OWNER FURNISHED R SSTL STAINLESS STEEL VB VINYL BASE BL BUILDING UHZ HERTz NE COL COLUMN EF EACH FACE OR EXHAUST FAN FVC FIRE VALVE CABINET M METER CONTRACTORINSTALLED R RADIUS ST STONE (TILE OR SLAB) VC VERTICAL CURVE BLDG BUILDING COMB COMBINATION OR COMBINE EIFS EFS ' M2 SQUARE METER OPNG OPENING REG REGISTER STA STATION VCP VITRIFIED CLAY PIPE BLKG BLACKING COMP COMPRESSIBLE EJ EXPANSION JOINT Q IC INTERCOM M3 CUBIC METER OPP OPPOSITE RA RETURN AIR STD STANDARD VCT VINYL COMPOSITION TILE BM BENCH MARK OR BEAM CONC CONCRETE EL ELEVATION G GLASS ID INSIDE DIAMETER 0/S OFFSET MAINT MAINTENANCE RB RESILIENT BASE STE STANDARD TAPERED END VERT VERTICAL BR BARE ROOT CONN CONNECTION EIEC ELECTRIC (AL) GA GAGE IE INVERT ELEVA71ON MAR MARBLE OZ OUNCE WEIGHT RCP REINFORCED CONCRETE PIPE STIFF STIFFENER VEST VESTIBULE BRD BOARD CONST CONSTRUCTION ELEV ELEVATOR GALV GALVANIZED MAT MATERIAL wT RD ROOF DRAIN STIR STIRRUP VFD VARIABLE FREQUENCY DRIVE BRG BEARING CONT CONTINUOUS OR CONTINUATION EMBED EMBEDMENT GB GRAB BAR IF INSIDE FACE MAX MAXIMUM p REF REFERENCE STL STEE1 VTR VENT THROUGH ROOF BTU BRITISH THERMAL UNIT CONTR CONTRACTOR EMD ESTIMATED MAXIMUM DEMAND GC GENERAL. CONTRACTOR IN INCH MDO MEDIUM DOM OVERLAY P PLUMBING REEL REFLECTED STOR STORAGE CORR CORRIDOR INSUL INSULATION PT PAINT OR PUMP OR PENDANT CP CARPET INT INTERIOR PA PASCAL KEY PLAN GENERAL SYMBOLS DUPLEX, WALL MOUNTED ACOUSTICAL TILE CEILING EXTERIOR ELEVATION INDICATOR EXISTING TO BE DEMOLISHED TILED WALL 1) DUPLEX, CEILING MOUNTED GWB CEILING/SOFFIT A 01 EXISTING PARTITION TO BE DEMOLISHED -- — WOOD PANELED WALL NEW WALL. REVISIONS I A DICATOR 8 INTERIOR ELEVATION IN ® DUPLEX, FLOOR MOUNTED F21 ��i [�] nFl��2'x2' SURFACE MOUNTED FLUORESCENTPLUMBING ES TO BE DEMOLISHED ® FLOOR DRAIN NO. DESCRIPTION DATE DUPLEX, EMERGENCY, WALL MOUNTED r SINKS, lAVS, TOILETS, URINALS LTC... AT- ROBE HOOK MOUNTED O 48' ® 2'x2' RECESSED FLUORESCENT AiK I � DUPLEX, GFCI, WALL MOUNTED EL=100'-0. DATUM ELEVATION INDICATOR EXISTING DOOR TO BE DEMOLISHED ROBE HOOK MOUNTED O 5'-6" ® 1'x4' SURFACE MOUNTED FLUORESCENT � DUPLEX, SPOT WIRED, WALL MOUNTED � GRID INDICATOR E—�—� DnSTING WINDOW TO BE DEMOLISHED® 1'x4' RECESSED FLUORESCENT � QUADRAPIEX, WALL MOUNTED :..�.r....�.�...�,. .......r.:..,.- EXISTING PARTITION TO REMAIN 100 UADRAP CEILING MOUNTED � 2'x4' SURFACE MOUNTED FUlORESCENT ROOM NUMBER Q �' NEW PARTITION QUADRAPIA-FLOOR MOUNTED ® 2'x4' RECESSED FLUORESCENT DOOR INDICATOR SINGLE RECEPTACLE, WALL MOUNTED ® AIR SUPPLY DIFFUSER O WINDOW INDICATOR EXISTING DOOR TO REMAIN 1 SINGLE RECEPTACLE, CEILING MOUNTED AIR RETURN DIFFUSER _-- FILE LOG EQUIPMENT INDICATOR NEW DOOR SINGLE RECEPTACLE, FLOOR MOUNTED ACTIIVITY BY ® RECESSED LIGHT FIXTURE :��,..r....:.��......,....».,;::::: ..� PARTITION TYPE INDICATOR EXISTING WINDOW Manager ICAC JUNCTION BOX, WALL MOUNTED PENDANT LIGHT FIXTURE Design , NEW WINDOW LAR Dom► CTL,CMG,LSC JUNCTION BCEILING MOUNTED a WALL WASH LIGHT FIXTURE O1 KEYNOTE INDICATOR OX, CIIECIC CEILING MOUNTED EXIT SIGN �`'k"�""�„.. .-:�'' ...a EXISTING PLUMBING FIXTURES (SINKS, LAVS, TOILETS, URINALS ETC...) rD JUNCTION BOX, FLOOR MOUNTED WC-10 FINISH INDICATOR SPECIAL PURPOSE OUTLET O CEILING MOUNTED JUNCTION BOX ®® � NL11V PLUMBING FIXTURES (SINKS, IAVS, TOILETS, URINALS ETC... STAMP) ® CEILING MOUNTED SPEAKER REVISION INDICATOR ® FLOOR DATA OUTLET CEILING MOUNTED SINGE RECEPTACLE — — — � MATCH LINE DATA OUTLET - 16' A.F.F. CEILING MOUNTED DUPLEX RECEPTACLE ® FLOOR TELEPHONE OUTLET CEILING MOUNTED QUADRAPLEX RECEPT. REVISION CLOUD — COLUMN LINE A.F.F. 0 CEILING MOUNTED SMOKE DETECTOR T TELEPHONE OUTLET - I V OR 48' LINE BREAK CT-01 FINISH IDENTIFIER BOX. ® FLOOR TELEPHONE/DATA OUTLET. m 1 HOUR FIRE RATED PARTITION Q TEt.EPH01tIE;/QATA OUTLET -01 W - FLOOR TRANSITION INDICATOR RS1-UPH-100 FFd�E IDENTIFIER. ■' �' 2 HOUR FIRE RATED PARTITION WALL TELEPHONE OUTLET - 48' A.F.F. XXX ■�� 3 HOUR FIRE RATED PARTITION q2 $ SWITCH - 48• AFF XXX XXX $3 THREE-WAY SWITCH - 48m AFF ■■ I I I I I I 4 HOUR FIRE RATED PARTITION $4 FOUR-WAY SWITCH - 48' AFF NOT IN CONTRACT El 01 DETAIL/SECTION NUMBER Al 01 SHEET NUMBER DRAWN ON DIMMER SWITCH ® PHOTO CELL 01 — — ♦ ♦ Project No. 012-10133-000 DETAIL INDICATOR APRIL 20, 2007 � SPEAKER, CEILING MOUNTED (P = PAGING, M = MASS wT1F'CAT10N) ` r♦ m DETAIL INDICATOR FOR SMAIL CONDITIONS ALM PHASE II: RESTAURANT & SPA �Ox SPEAKER, WALL MOUNTED ABBREVIATIONS BRACKET MOUNTED EXIT LIGHT, ARROWS AS INDICATED 9A BECTON INDICATOR AND SYMBOLS ® CEILING OR PENDANT MOUNTED EXIT LIGHT, ARROWS AS INDICATED 4= WALL PACK FIXTURE - KEYNOTE INDICATOR 0 SMOKE DETECTOR GO, 02 J:\012-10133-000\dwg\Phase 11 Restaurant and Spa\RST GO-02 SYM ABBR.dwg May 22, 2007 - 5:59pm gmgriffin 0 LEO A DALY Com""2007 FINISH SPECIFICATIONS ROOM FINISH SCHEDULE CARPET PAD (DOW) - 0M MIT (Cuff.) - Cep MW OU OR s" - CFD( ROOM NAME FLOOR BASE WALL CEILING MILLWORK TRIM 000R CASING/ NOTES FINISH NUMBERSRoos NO. / CPP-04 Carpet Pad ((Meeting Rooms) PT-108 Access Panels at Ballroom ST-101 Lob Floor NORTH EAST SOUTH WEST �E -101 TO -149 LOBBY/PREFUNCTION Product: 2580; Trod-MOR Color Finish: Scarecrow 1041 Eggshell Product: FNt 722 Color inieh:Black Manufacturer. Benjamin (Moore / � Color/Finish:Honed -150 To -199 MEETING RM �' ' Address: 51 Chestnut Rd. 020 ELEVATOR LOBBY ST-101 PT-102 PT-101 PT-101 PT-101 PT-101 PT-104 N/A PT-102 WD-101 w0-101 REFER TO ARCHITECTURAL DRAWINGS FOR SEA TURTLE RESORT amens�ons. 54 W x 60 L Dimensions 18 W x 36 L x �' Thickness EXTERIOR CORS LEADING TO POOL AREA. 1 OC EA N BLVD. -200 TO -249 FITNESS CENTER Weight: 80 oz Montvale, NJ 07645 Grout: Mapsi, 06 Harvest.Thicknew 1/16" . Content: 10OX Virgin Enriched Synthetic SBR Phone: (888) 854-9889 Manufacturer. Horizon Tile ATLANTIC BEACH, FL 32233 -250 to -299 BACK OF HOUSE Thick ness-. .25 Fax: (�) 285- Address WD-200/ WD-101/ CFCI FULL LENGTH MIRROR FRAMES TO BE Manufacturer: S Cushion, Inc. Source: Cushion Inc. 1400 Turtle Creek #149 023 FITNESS CENTER RF-200 WD-200 PT-200 PT-200 PT-200 PT-200 AT-01 SS-200 PT-201 WD-1p1 pT_111 FINISHED IN WD-200. Sponge Sponge Contact. John Mullins Dalas, TX 75207 Address: 902 Armstrong St. Address: 902 Armstrong St. Phone: (214) 741-4447 TILE _ CFCI Morris, IL 60450 Morris,ris, IL 60450 PT-109 Ceiling Paint at Ballroom 0 Meeting Rooms 024 STAIR CORRIDOR ST-101 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A PT-102 PT-102 PT-102 fox: (214) Phone: (800) 435-4062 Phone: (800) 435-4062 Color Finish: SW 7573 Eaglet Beige / Flat Contact: Olivia Boone Boone 63 AT-01 fax: (815) 942-9636 Fax: (815) 942-9636 Manufacturer. Sherwin Williams • ACOUSTICAL TILE Address: 101 A Nw ST-101/ _ * _ SEE ELEVATION FOR TYPICAL COLUMN Re m I n ton Hotels, Inc. � - Lo Border _ _ PT 104/ _ * _ PT 102/ 14185 Daus P Ste 1150 CIRRUS BEVELED TEGULAR/ 589 S�� Carpet Pod (Lobby) Cleveland, OH 44115-1075 ? 027 CORRIDOR T-103/ PT 102 PT 101 PT-101 PT-101 PT-101 PT-105 N/A PT 102 PT 102 PT-102 TREATMENT. Dallas TX 75254�� Product. Kitt J22 _ PT 102 0 PHONE ROOM DOOR. COLOR/FINISH(: WHITE Product: 2580; Trod-MOR Phone: (800} 382-6567 Color/Finish:Honed T 104 DIMENSIONS:24' X 2e X 3/4" Color/Finish:Back mac' Customer Service Dimensions: 9' e x 18' H x ' Thickness Sl1SPENSION:SUPRAFlNE EXPOSED TEE GRID Dimensions. 54' W x 60' L - AcePamela aMeeting RoomGroutMoP�� 06 HarestTcknes 1/16' PLANNING SUSP SYSTEM WIDTH: 9/16Weight- 80 oz Content: 1002 Virgin Enriched SBR Color/Finish: Byzantine Gold 1099 / Eggshell Manufacturer. Horizon Tile LEDA DALY INTERIORS 027a CORRIDOR ST-101 PT-102 PT-101 PT-101 PT-101 PT-101 PT-104 N/A PT-102 N/A N/A ARC H I E E R T U R E HAS CLASS A FIRE RATING MANUFACiURER: Thickness. .25 Manufacturer. Benjamin (Moore Address: 1400 Turtle Creek #149 E N G I N E E R I G ARMSTRONG WORLD INDUSTRIES P.O. Manufacturer: Cushion, Inc. Source: S Cushion Inc. 51 Chestnut RI Rd. Dallas, TX 75207 CP-06/ PT-104/ N WD-101/ Sponge Sponge Address: 9� 028 AMELIA ROOM PT-102 WC-13 WC-13 WC-13 WC-13 /A WD-101 WD-101 BOX 3001 Address 902 Armstrong St. Address: 902 Armstrong St. Montvale, NJ 07645 Phone: (214) 741-4447 CPP-04 AT-01 PT-111 EST.,9,S LANCASTER, PA 17604 (Morris, IL 60450 Morris, IL 60450 Phone: (888) 854-9889 For. (214) 741-4463 (800) 356-9301 Phone: (800) 435-4062 Phone: (800) 435-4062 Fax: (888) 285-6346 Contact: Olivia Boone 029 ISLAND BALLROOM CP-05/ PT-102 WC-12 WC-12 WC-12 WC-12 PT-104/ N/A WD-101 WD-101 -101/ (214) 739-3039 Fax: (815) 942-9636 Fax: (815) 942-9636 Contact: John Mullins CPP-03 AT-01 P-111 5307 E. Mockingbird Lane, Suite 400 Sr-10,3 NOT USED Dallas, TX 75206 USA CHET - OFCI 711 - CFCI PT-111 . Door Frames 0 Stained Wood Doors ST-104 � & PrefunctionRestroom Wall Tile CP-06/ PT-104/ WD-101/ Tel 214-526-1144 Fax 214-526-1411 Color/Finish: SW 6006 Back Bean/ Semi-Gloss035 FERNANDIA ROOM CPP-04 PT-102 WC-13 WC-13 WC-13 WC-13 AT-01 N/A WD-101 WD-101 PT-111 CP-05 Carpet (Island Ballroom) T-101 Lobby Back Bar Floor Manufacturer: Benjamin Moore Product: Casablanca / Hit 22 Product: Design No.: Gm77981-1 Q9 Product: • Quarry Tile Manufacturer. Sherwin Williams Color/Finish: Honed Color/Finish: 101 Ave, NW Di� 9'WY x 18' H x " Thickness CP-06/ PT-104/ WD-101/ Color mash:U138, BG3114, BG3823, 0195, 0171, U238, U254, 0264, U499, .�' OT09 /" Tan Address. Prospect � � 037 BOARD ROOM CPP-04 PT-102 WC-13 WC-13 WC-13 WC-13 AT-01 N/A WD-101 WD-101 PT-111 Cleveland OH 44115-1075 U345, U369, U381 Sae. 8 x 8 Grout. Mapes, 94 Straw, Thickness: 1/16 . 9 Grout: Mapes, 39 Ivory Thickness: 1/16' Phone: (800) 382-6567 Manufacturer. Horizon Tile WC-16 WD-101/ Dimensions: 15 Manufacturer. Dol-Tile Source: Dal-Tile �� Custom Sege Address: 1400 Turtle Creek 149 ST-106/ / W -1 WD-101/ Weight: 61 oz/sq yd # 038 WOMEN'S RESTROOM ST-109 ST-105 WC-16 WC-1 fi ST-106/ ST-104 PT-104 G-100 PT-102 WD-101 PT-111/ PT-102 0 BATHROOM STALL DOORS. Content: 80X Wool 20% Nylon Address: 1101 South Sherman Address. 1101 South Sherman Dallas, TX 75207 ST-104 *PT-102 Thickness .250 inches Richardson, TX 75081 Richardson, TX 75081 Phone: (214) 741-4447 15'-0' Phone. (214)-734-8535 Phone: (214) 734-8535 PL-?.4Q F' mer walls Fax: (214) 741-4463 ST-106/ WC-21/ T_10 / WC-21/ WD-101/ WD-101/ Repeat: 7'-6* x Color/Finish: SW 6478 WateryEggshell 039 MENS RESTROOM ST-109 ST-105 ST 106/ PT-104 PT-102 WD-101 PT-111/ PT-102 0 BATHROOM STALL DOORS. Backing: Synthetic Contact. Donna Kohler Manufacturer. Sherwin Wi0'iorne / 99 mac• Oliva Boone WC-21 ST-104 ST_104 ST-104 G-100 *PT-102 Manufacturer: Ulster Source: Ulster Carpet Mills Email. donna.kohlerOdalble.com Address: 101 Prospect Ave, NW • Address: 81 Whitlock Ave Address 3179 Armstrong Ave _ Cleveland. OH 44115-1075 �� 0 � Restroom Base Tile _ Marista, GA 30064 Dalkhs, TX 75205 T-102 �uct• Lobby Back Bar Cove Base Pte: (800) 382-6567 Product: •Casablanca / HNt 22 CP-07/ PT 104/ WD-101/ ¢ / �� Color/Finish: Honed 045 MEETING ROOM D CPP-04 �-102 WC-22 WC-22 WC-22 WC-22 AT-01 N/A WD-101 WD-101 PT-111 Phone: (770) 514-0707 Phone: (214) 443-7900 •OT09 Desert Tan Contact.• �o� Service Fax: (770) 514-1006 Fax: (214) 443-7901 s�n�'5" x 8 Dimensions: 12' W x 18' L x r Thickness, cut to 6' W x 18" L Contact; Tracy Herrin PT-201 Fitness Center Trim Grout: Mapel, 06 Harvest, Thickness 1/165 E-mail: .henin0ulsterco cam �� Mapes, � �y Thickness: 1/16 ._ ��; �� WC-09/ WD-101/ SEE ELEVATION FOR TYPICAL COLUMN Y � Manufacturer. Dal-Tile Source: Dal-Tile Color/Finish: SW 6128 Blonde / Semi Gloss 053 REGISTRATION ST-101 PT-102 PT-101 N/A N/A N/A PT-104 SS_101 PT-102 N/A N/A TREATMENT. Address: 1101 South Sherman Address: 1101 South Sherman Manufacturer. Sherwin Wiklams Address. 1400 Turtle Creek #149 NW Dallas TX 75207 Product- Darien Nos: Gmm77982-249 Richardson, TX 75081 Richardson, TX 75081 ' le Prospect A44115-1075 Phone: 214 X 741-4447 SEE ELEVATION FOR TYPICAL COLUMN , Phone: (214)-734-8535 Phone: (214) 734-8535 p�a�' Fax: (214) 1-4463 - WD-101 TREATMENT. Color/Finish.�. U238, U254, U264, U499, 0345, U369, U381 Contact: Donna Kohler Phone. . (800) 382-6567 ( ) 74 054 LOBBY ST 101/ PT-102 PT-101 PT-101 PT-101 PT-101 PT-104 N/A PT-102 MT-101 / Dimensions: 15 Contact. Customer Service Contact. Olivia Boone ST-107 PT-111 SEE DETAIL 03/1.1.02a FOR WATER Weight- 61 az/sq yd Email: donna.kohlerOdaRile.com . T_103 Metal Tile - F-iness; Ceiling ST-106 Lo dC Prefunction Restroom Agent TNe FEAITURE MATERIALS. Content. � , 20X Nylon Product: . Hit #RAF-LN H Color/Finish: SW 0050 Classic Buff Hot Product: Colonial Hit 109 CP-100 _ _ WD-101/ PT-102/ Thkkness Color�nisri: Polehed Bronze / � / Color Finch:Snow White 05'4° VIP CPP-100 PT-102 PT 107 PT 107 PT-107 PT-107 �-1� SS-101 �-102 PT-102 PT-i 02 Repeat: 7'-6" Half-drop Dimensions; 1 ' W x 5 L x " Thick Manufacturer: Sherwin Williams / fig• 101 Prospect Ave, NW Dimensions: 1' W x 1' L x is Thickness Manufacturer. Ulster Source: Ulster Carpet Mills Manufacturer: Horizon Tile Address. Cleveland, OH 44115-1075 Grout: Ma 94 Straw Thickness: 1/16m _ Address 81 Whitlock Ave Address: 3179 Armstrong Ave Address 1400 Turtle Croak #149 phone: (800} 382_6567 ; ' / 054b LOBBY SEATING AREA CP 100/ PT-102 PT-107 PT-107 PT-107 PT-107 PT-104 N/A PT-102 N/A N/A Marista, GA 30064 Dallas, TX 75205 Dallas, TX 75207 Contact: Customer Service Address: 1400 Turtle Creek #149 CPP 100 Phone: (770) 514-0707 Phone: (214) 443-7900 Phone: (214) 741-4447 Dallas, TX 75207 Fax. (770) 514-1006 Fax: (214) 443-7901 Fax: (214) 741-4463 PT-250 Executive Offices Walls phwe: (214) 741-4447 CP-100/ Contact: Tracy Herrin Contact: Oliva Boone Color/Finish: Lady Finger 1045 / Eggshell Fax: (214) 741-4463 054c LOBBY LARGE SEATING AREA CPP-100 PT-102 N/A PT-101 PT-101 PT-101 PT-104 N/A PT-102 N/A N/A E-mail: trocy.herrinOulstercarpets.com Manufacturer: Benjamin Moore T-104 Metal Tile Comer Piece Address: 51 Chestnut (ridge Road Contact Olivia Boone CP-07 Carpet (New Meeting Room) Product: Hit #RAF-CR 01 Montvale, NJ 07645 ST-107 �M� Floor WD-101/ Product: Design No.: Gm77981-1 Q9 Color/Finish: Polished Bronze Phone: (888) 854-9889 ProductM f22 054d LOBBY BAR T-101 T-102 N/A SF-102 N/A N/A PT-104 wC-10 WD-101 N/A N/A Color�nish:0138, BG3114, BG3823, U195, U171, U238, U254, 0264, U499, Dimensions: I-? W x 1-r L x I' Thick Fax. (888) 285-6346 Color/Finish:Polished SS-101 03459 0369, U381 Manufacturer: Horizon Tile Contact. John Mullins Dimensions: 15' Address: 1400 Turtle Creek #149 Dimensions: 18' W x 3s' H x Ir Thickness . Grout: Ma 06 Harvest, Thickness: 1/16" PT-102/ Weight: 61 oz/sq yd Dallas, TX 75207 1 Executive Offices Trim Manufacturer. 'Horizon Tile 055 BOARD ROOM CP-250 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 PT_102 Content: 8OX Wool, 2OX Nylon Phone: (214) 741-4447 Color/Finish: Lady Finger 1045 / Semi-Goss A,dd� 1400 Turtle Creek 149 Thickness: .250 inches Fax: 214 741-4463 Manufacturer. Benjamin Moore # 7'-6' x 15'-0' Contact: pryon Boe Address: 51 Chestnut Ridge Road Dalai, TX 75207 056 CLOSET CP-250 RB-250 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 PT-102/ RBacking: Synthetic Montvale, NJ 07645 Phone: (214) 741-4447 PT-102 Manufacturer. Ulster Source: Ulster Carpet Mills Phone: (888) 854-9889 Fax: (214) 741-4463 PT-102 Address 81 Whitlock Ave Address 3179 Armstrong Ave GLASS - CFCI Fox: (888) 285-6346 Contact: Olivia Boone 057 GM OFFICE CP-250 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 PT_102 Marieta, GA 30064 Dallas, TX 75205 Contact. John Mullins Phone: (770) 514-0707 Phone: (214) 443-7900 G-100 Bads Pointed Gloss 0 Public Restroorm 108 NOT 11SED KEY PLAN Fax: (770) 514-1006 Fax: (214) 443-7901 Color. TBD PT-252 Executive Office.Ceiling _ 058 ADMINISTRATIVE OFFICES CP-250 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 PT-102/ Contact: TaHerrin Finish: Contractor to submit glass sample to designer first, Color/Finish: Navaho White OC-95 / Fat ST 109 Lobby alt Prefunction Restroom Floor Tile PT-102 E-mail: trocy.herrinOulatercorpets.com so current point color can be selected with glass color. Manufacturer: Benjamin Moore Product: Casablanca Hit 22 . Manufacturer: TBD by contractor Address: 51 Chestnut Ridge Road Dimensions: 9 Wx 18 L x r Thickness 059 CONFERENCE OFFICE CP-250 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 PT-102/ CP-08 Carpet (Elevator Cob A 0 B) Montvale, NJ 07645 Grout: Mapei, 06 Harvest, Thielaiess: 1/16m PT-102 Product: Design No.: RL76048-1 Q9.pot GLASS 11.E - CFCI Phi (888) 854-9889 Manufacturer: Horizon Tile PT-102/ Color/Finish:BG3823, U195, 0238, U254, U264, U499, U345, U369 alt 0381 Fax: (888) 285-6346 Address: 1400 Turtle Creek #149 060 RESERVATION OFFICE CP-250 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 PT-102 Dimensions. 7'-0' W x 5'-0' D (Verify) GT-100 Glass Tile 0 Interior of Loamy Fountain Cont. John Mullins Dallas, TX 75207 Product Name: Interd* Phone: (214) 741-4447 Weight: 61 Wooz/sq , Color/Finish: Aquarium �� R�� - (;� Fax: (214) 741-4463 061 SALES OFFICE CP-250 PT-102 PT-101 PT-101 PT_101 PT-101 AT-01 N/A N/A PT-102 PT-102 Content' 802 Wood, 202 Nylon Dimensions. 1 x 2 Runningbond C��itact: Oliva Boone PT-102 Thickness: .250 inches Knox Tile $�� Fitness Center Flooring Repeat: 7'-e Half-drop Manufacturer: F-102/ Backing: Synthetic Address 11232 Indian Trail Product: Woodflex ST_110 NOT USED 062 CATERING OFFICE CP-250 PT-102 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102 Manufacturer. Ulster Source: Uister Carpet Mills Dallas, TX 75229 Name/Desc.: Maple #1001 PT-102 Address 81 Whitlock Ave Address: 3179 Armstrong Ave Phoma: (214) 761-5669 Manufacturer. Mats Inc. ST-111 Stone Cop 0 Lobby Water Feature Edge Moneta GA 30064 Dalai, TX 75205 I= (214) 620-8580 Address: 37 Shuman Ave. Product: lit #22 063 STORAGE -- RB-250 PT-101 PT-101 PT-101 PT-101 AT-01 N/A N/A PT-102� ) 102 -PT Phone: 0 514-0707 Phone: (214) 443-7900 Contact: Donna McClendon Stoughton, MA 02072 Color/Finish:Honed PT-102 Ma_ CF�1 F 'custom to Fit phone: (800) 628-7462 Dimeristons: Fox: (7'70) 514-1006 Fax: (214} 443-7901 ICTAL ax: (781) 344-1537 Grout: t, Thickness 11 s' 064 MEN'S ST-109 ST-105 ST-106/ WC-21/ sT-104�_106/ �-21/ WD-101/ �-101/ WD-101/ * PT-102 0 BATHROOM STALL DOORSREVISIONS Contact Tracy Hlerrin Contact: Customer SWANSWANManufacturer: �, 06 Harvest Tile / WC-21 ST-104 -21 PT-104 PT-102 ST-104 G-100 *PT-102 PT-111 . '• trocy herrinOukstercarpabLcan E-mail. MT-101 Metol Finish 0 Metalwork Address 1400 Turtle Creek #149 Product: To Match Des' nee s Control Sam _ / NO. DESCRIPTION DATE Dallas, TX 75207 �-1� WC-16/ ST-106 WC-16/ WD-101/ WD-101/ WD-101/� Carpet (Elevator Cob C) Color/Finish:Custom Finish 8�E CFCI 066 WOMEN'S ST_109 ST-105 ST-106/ / PT-104 _ PT-102 * _ * PT-102 0 BATHROOM STALL DOORS. Product: Design No.: RL76048-1 Q9.pot Phone. WC-16 RB-250 Executive Offices Bose (214} 741-4447 ST-104 WC-16 ST-104 G-100 PT 102 PT-111 Color/Finish:B;G3823, U195, 0238, U2549 02649 U499, U345, U369 alt U381 pyy,0 _ CFCI Product: Rubber Cave Bose Fax: (214) 741-4463 Dimensions: 8"-3" W x 6'-7' D (Verify) Color: 129 Silk Conte OrIvia BOOne 067 CORRIDOR ST-101 PT-102 PT-101 PT-101 PT-101 PT-101 PT-104 N/A PT-102 *PT-102 *PT-102/ * PT-102 0 JANITOR CLOSET DOOR Weight: 61 oz/9q yd P17-101 Lobby, Upper Mezzanine & Prefunction Walls Dimensions: 4' H PT-102 Content: 802 W000l, 20% Nylon Color/Finish: Lady Finger 1045 / Eggshell Manufacturer: Johnsonits Source: Johnsonite Thickness: .250 inches Manufacturer: Benjamin Moore Address 16940 Munn Road Address: 306 E. Caruth Lane C OVEFIING - OFC( ST-102/ R 7'-6' Hoff-drop Address: 51 Chestnut Rigde Rd. ST-107/ PT-104/ PT-102/ SEE ELEVATION FOR TYPICAL COLUMN Repeat rop 9de Chagrin Falls, OH 44023 Double Oak TX 75077 x-01 THRU WC-08 USED IN PHASES 11 100 LEVEL 1.5 LOBBY T-10T-10 / PT-102 PT-101 PT-101 PT-101 PT-101 PT-105 N/A PT-102 PT-102 PT-102 TREATMENT. Backing: Synthetic Montvale, NJ 07645 Stoughton, MA 02072 Manufacturer. Ulster Source: Ulster Carpet Mills Phone: (888) 854-9889 Phone: (800) 899-8916 Phone: (817) 497-0080 • Address: 81 Whitlock Ave Addison: 3179 Armstrong Ave Fax: (888) 285-6346 Contact: Millicent McLane �-4� waloo�� ( ) T-104 ST-102/ Marieto, GA 30064 Dallas, TX 75205 Contact: John Mullins Product: . MP-custom' Mother of Pearl Tides ST_107/ PT_104/ PT-102/ SEE ELEVATIONS FOR TYPICAL COLUMN Phone: (770) 514-0707 Phone: (214) 443-7900 SPECK FIM _ CFCI DimColor�nisri:Cour to match Blue Bell (S02015) 121 CORRIDOR T-103/ �-102 PT-101 PT-101 PT-101 PT-101 PT-105 N/A PT-102 PT-102 PT-102 TREATMENT. Fax: (770) 514-1006 Fax: (214) 443-7901 PT-102 Columns, Trim do Doors Repeat 24 W x 12 H tiles T-104 Contact: Tracy Herrin Color�nisrr Navajo White OC-95 / Semi Gloss SF-102 Paint Finish at Back Bar Repeat: N/A ' Manufacturer. FILE LOG E-mail. .herinOulsterca corn Manufacturer: Backing: Non Woven __ PT-101 trocy rpets. Benjamin Moore ��• 30438.07 � ELEVATOR CABS A do B CP-08 PT-102 / MIRROR/ MIRROR MIRROR PT-104 N/A PT-102 SF-104 SF-104 Address 51 Chestnut Rigde Rd. Southwest Fire Rating: Class A� 9 , SF-104 PT-101 PT-101 PT-101 Montvale, NJ 07645 Add 0920 Manufacturer: Romanoff Source: ha Showroom CP-100 Lobby Carpet pie; Dallas, TX 75238 Address: 1025 N. Stemmons Freeway, -- PT-101/ MIRROR/ MIRROR/ MIRROR/ Acrnmr BY Product: Design No.. 5628-AX-D-4-6 {�) �-�9 ELEVATOR CAB C CP-08a PT-102 PT-104 N/A PT-102 SF-104 SF-104 Fax. (888) 285-6346 Phone: (972) 484-8280 �• 800 SF-104 PT-101 PT-101 PT-101 ManaW KAC Coor/Finish:l2E Surf, 29F Brelse, 30B Vienna, 25A Palomino Contact: John Mullins Fax: (972) 423-3253 Dalos, TX 75207 Dimensions: 12 Contact: Terri Janney/Charlie Peters Phone. (214) 741-1777 DaIg, Weight 74.5 oz/sq yd PT-103 Column Inset Fax: (214) 745-1777 Content: BOX Wool, 2OX Nylon Color/Finish: Ponce White 956 / Eggshell SF-103 Point Finish at Stairwell Niche Contact: Andrea Pickens °�'" Thickness: .250' Manufacturer. Benjamin Moore Product: TBD (Pending Sample) E-mail: apickcrnsOdornghia.com c Repeat: 52' x 52' Address: 51 Chestnut Rigde Rd. Manufacturer. Southwest Progressive Backing: 1002 Synthetic backing yams Mornfivole, NJ 07645 Address: 10920 Alder Circle WC-10 Waloovering (Lobby Bar) WAI.LOaVERNrG (CONT.) - OFD( WALIOOVERN6 (DONT.) - CFCI Manufacturer. Tai Ping Source: Tal Ping Phone: (888} 854-9889 Dallas TX 75238 Product: .MR.BRPIB.1521; MarquetryS _ X21 Wallcavering (Lobby Restrooms - Irons) STAMP Address: 715 Curtin Parkway S.E. Address 3026 Mockingbird Ln, #127 Fax: (886) 285-6346 Phoria: (972)�484-8280 Color/Finish:Coco Butter YMC 13 Waloovering (Meeting Rooms} Product: VD1173W; Fishnet; II Calhoun, GA 30701 Dallas, TX 75205 Contact: John Mullins Fax: (972) 423-3253 Dimensions: 18� W x 18' H file Product: •G4263597; Contemplation; II Dimensions: 54' Phone: (706) 625-8905 Phone: (214) 826-2040 Contact: Terri Janney/Chadie Peters Repeat: 18 Cour/Finish.Fiber Repo t. 1�. Badu Non woven . Fax: (706) 625-8719 Fax: (214) 826-7034 PT-104 . .Lobby, Upper Mezzanine do Prefunction Ceiling Fire R Class A Weight- ons 21 oz. Backing: Has Fabric Backing Contact: Ben Reams Color/Finish. Navaho Wh lte OC 95 / Flat SF-104 Elevator Doom E-mail: benroamsWi ' corn Manufacturer. Benjamin Moore Product No.: SIM8143 Notes Sold in 10 tib increments. Repeat: Random Notched Fire Rating: Posses Class A P�°°�°le• Backs Osnabu Manufacturer. Seabrook Source. Seabrook Address 51 Chestnut Rigde Rd. Product ID: G5122590 / Solid Metol Harris Collection Manufacturer. Romanoff Source:. Dongha Fire R : Passes Class A Address 1325 Formville RD PERMIT SET Montvale, NJ 07645 Manufacturer. Scoffmaster Source: Wolf Gordon Address. 1Stte 58000 N. Stemmona Freeway, 9 Mem TN 38122 CP-250 Bade of House Phone: (888) 854-9889 Address: 2740 31st Avenue South Address 33-00 47th Avenue Manufacturer: _ Wolf Gordon Source. Wolf Gordon ��• Phle• Product: Scenic Drive Fax: (888) 285-6346 Minneapolis, MN 55406 Dallas, TX 75206 Dallas, TX 75207 Address 33 00 47th Avenue Address 33-00 47th Avenue (800) 465-3891 Phoria. 1 �817}��0101 ' No.. 8SA3606301 Contact: John Mullins Phone. 800 898-0219 Phone. 800 347-0550 Phone: (214) 741-1777 Long Island City, NY 11101 Dallas, TX 75206 Fax: (8 7) Color finish:Grand Mesa 888681 Fax: 718 361-1090 Fax: (214) 745-1777 Phone: (800) 347-0550 Phone: (800) 347-0550 Contact: Beth Chapman Contact: Beth Chapman Dimensions: 12'-6' PT--1Q51 Prefunction do Upper Mezzanine Ceiling Inset ��; { ) G�ritact: Andrea Pickens Fax. (718) 361-1090 Fax: (718) 361-1090 - , E-mail: ha.com Contact. Cy Noms Contact. Amy Norris Wallcavenng {New Meeting Room) Weight: 71 oz./ sq. yd. Color/Finish: L,erax Tan HC-44 / Flat E-mail: amynOMrolf-gordori.com E-mail: aimynOwolf-9ordon.com Product: G5262375; Mumbai; N Content: Ultrori Color of nylon 6,6 by Solutio Manufacturer. nja Benjamin Moore Thickness: 0.350' Address 51 Chestnut Rigde Rd. 901 SURFACING - CFCI WC-11 USED IN PHASE N Color/FinishMIC-14 WIC-15 USED IN PHASES II Dimensions:Golden Threads 540 Repeat: 1' Stripa Montvale, NJ 07645 Buda Phone: (888) 854-9889 SS-101 Reception and Bar Countertop WC-12 Waloovering (Ballroom alt Operable walls) Weight: 21 oz. Manufacturer: Prince Street Carpet Source: Bentley Prince Street Carpet Fax: (888) 285-6346 Product: Yorkshire / 0820 Product: G5262375; Mumbai; II WC-16 Waloovering (Lobby Restrooms - Warners) Repeat: Random Y Color Finish.Golden Threads Product: VD1165W; Fishnet; 11 Backing: Osriaburg Address 14641 E. Don Julian Rd. Add raas 1645 Stemmone Frwy, Ste C Contact: John Mullins Finish: . Polished Dimensona:'54' Dimensions: 54' Fire Rating: Cosa A City of Industry, CA 91746 Dallas, TX 75207 Dimensions tem Weight: 15 oz. Manufacturer (fj Phone: 800 423-4709 Phone: (214) 744-7550 PL-106 Upper Mezzanine Ceiling Tnm Manufacturer: Cambria Weight. 21 oz. R None Address: 33-00 47th Avenue 33-OO 47th Avenue 2 v� { ) Color/Finish: Finger 1045 Semi-Goes Address: 11000 West 78th St Repeat. Random °pe0�, Dal TX 75206PP Fax: (214) 744-6775 / ► / .. Backing. Hos Fabric Backing Long Island City, NY 11101 krs, 12 • Manufacturer. Benjamin Moore Eden Procne, MN 55344 Baking.. Osnaburg Gj t ��' Libby APPrn9 Ja Phone. 866 886-8148 Fire Rating. Class A Fire Rating. Passes Coss A Phone. (800) 347-0550 Phone. { } E-mail: li'bby.applingObeihtleyps,com Address: 51 Chestnut Rigde Rd. ( ) Manufacturer: Seabrook Source. Seabrook Fax: 718 361-1090 Fax. 800 347-0550 Montvale, NJ 07645 Manufacturer. Wolf Gordon Source: wolf Gordon ( } (718) 361-1090 CARPET PAD - OFCI Phone. (888) 854-9889 SS-200 Fitness Center Countertop at Millwork Address: 33-00 47th Avenue Address: 33-00 47th Avenue Address: 1325 Formwlle RD Contact: cy Norris Contact: Amy Norris Product. Quartz Stone Long Island City, NY 11101 Dallis, TX 75206 Memphis, TN 38122 E-mail: amyn0wolf-gordon.com (888) 285-6346 Contact: John Mullins Name/Desc.: Dilacor Cream Sea Shell Phone: {800} 347-0550 Prions: (800) 347-0550 Phone: (800) 465-3691 phone: (817} 832-0101 MIOOD - CFCI CPP-03 Carpet Pad (Ballroom) Color/Finish: elado 06 Fax: (718) 361-1090 Fax: (718) 361-1090 Fax: (817) 417-5432 Project No. 012-10133-000 Product: 2580; Trod-MOR �' # Contact: Beth Chapman Contact: Beth Chapman WD-101 Wood Stain Color/Finish:Block PT 107 Lobby Seating do VIP Accent Paint Dimensions: Slab 2cm Contact: Cy Noma Contact: Amy Noma a a Manufacturer: Stone Surface E-mail: amynOwolf gordon.corri Product: To Match Designer's Control Sample MAY 25, 2007 Dimensions 54 W x 60 L Color/Finish. Catalina Blue 703 / Eggshell WC-17 THRU WC-20 USED IN PHASES II Color/Finish:Custom Stain Weigh 80 oz Manufacturer. Benjamin Moore Contact. Fusun Yalcinkaya Content: 10OX Virgin Enriched Synthetic SBR Address 51 Chestnut R11gde Rd. Phone: (213) 880-1155 Wp-200 Wood Thickness .25 Montvale, NJ 07645 Product: To Matchin 0 Fitness erDesigr�s Control �(work PHASE I11: PUBLIC SPACES ple Manufacturer. Sponge Cushion, Inc. Source: Sponge Cushion Inc. Phone: (888) 854-9889 Color/Finish: Custom Stain FINISH MATERIAL & Address. 902 Armstrong St. Address: 902 Armstrong St. Fax: (888) 285-6346 FINISH SCHEDULE Morris, IL 60450 Momia, IL 60450 Contact: John Mullins Phone: (800) 435-4062 Phone: (800) 435-4062 Fax (815) 942-9636 Fax (815) 942-9636 G0. 03 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\RST GO-03 FIN SCHEDULE.dwg May 22, 2007 - 6:01 pm gmgriffin O LEO A DALY Company 2007 6W JA012-10133-000\dwaWhass III Lobbv and PrefunctioriVrome 30x42.dwo PLUMBING FIXTURES SCHEDULE GENERAL CONTRACTOR SCHEDULE SYMBOL OFCI GCFl DESCRIPTION MANUF. ITEM FINISH REMARKS TAG OFCI CFCI TAG OFCI CFCI RESfR00MS POTION SENSORI( FAUCET � THERMAL MIXING SATIN NICKLE OR DO NOT INSTALL COVER PLATE LOCATION: MIRRORS AT PREFUNCTION HALL AND ELEVATOR CABS P-01 • pow pow (.5y�) TEL5isc-10 BRUSHED CHROME sc—toy STYLE/PRODUCT: BR810 SEA TURTLE RESORT SELF RIMMING VITREOUS SERIF K-2075-1-0 WHITE COLOR: BRONZE 1 OCEAN BLVD. P-02 CHINA SINK KOHLER SIZE: J DIA. ATLANTIC BEACH, FL 32233 NOTE: TOILETS AND URINALS REF TO MEP DRAWINGS FOR SPEgFlCAiIONS. MANUF: LEES DECORATIVE SHOWCASE, 661-702-9000 NOTE: TO BE INSTALLED AT INTERSECTIONS OF MIRRORS LOCATION: WOMEN'S BATHROOM MIRROR MOULDING Rem in�ton Hotels, Inc. GC-102 � STYLE/PRODUCT: BD3433 Dallas,DTX 7525�� Ste 1150 COLOR: SILVER HARDWARE/ACCESSORIES SCHEDULE SIZE: 2-J 0 PLANNING MANUF: LARSONDALy TAG OFCI CFCI �uwuF. ITEM / DESCRIPTION FINISH size CKs SOURCE: CARSON ART, MARGIE CAGE, 214.747.3055 � O �A ARCHITECTURE ENGINEERING IN AC-100 • eoeRicK B-4388 CONNRA SERIES TOILET PAPER DISPENSER SATIN FINISH 7-9/16' w x 12-1/2' x REFER TO ELEVATION FOR LOCATION NOTE: TO BE CUT AND INSTALLED AROUND MIRROR BY MILLWORKER. � EST.1915 Ac-ion NOT USED NOTE: SPECIAL ORDER TRIM. LEAD TIME: 3 WEEKS AC-102 0 BOBRICK 8-4354 CONiURA SERIES FEMININE NAPKIN DISPOSAL SATIN FINISH 10-13/16' W X 11' H REFER TO ELEVATION FOR LOCATION LOCATION: MEN'S BATHROOM MIRROR MOULDING 5307 E. Mockingbird Lane, Suite 400 AC-103 NOT USED �_�� STYLE/PRODUCT: 8830 Tel 214-526-1144T 7OFax 214-526-1411US COLOR: WARM SILVER AC-104 0 PALOAIA PEWTER P 03 B DRAWER KNOB 0 HP CABINETRY BRASS 1-1/2' X 1-1/2' REFER TO ELEVATION FOR LOCATION SIZE: 2—Jp AC-105 0 PALOMA PEWTER PH 2 B DRAWER PULL BEHIND REGISTRATION DESK BRASS 3/8' X5-1/8' REFER TO ELEVATION FOR LOCATION MANUF: DECOR PH 2 B DRAWER PULL 0 LOBBY BAR gam$ 3/8' 'X 5-1/8REFER TO ELEVATION FOR LOCAl10N SOURCE: CARSON ART, MARGIE CAGE, 214.747.3055 nc-tos � PALOAIA PEWTER NOTE: TO BE CUT AND INSTALLED AROUND MIRROR BY MILLWORKER. \REMY nc-gym • pALOMA PEWTERI PH 2 B DRAWER PULL 0 VIP CABINETRY BRASS a/a' x s-i/e' REFER TO ELEVATION FOR LOCATION NOTE: SPECIAL ORDER TRIM. LEAD TIME: 3 WEEKS LOCATION: RECEPDESK DECORATIVE LIGHTING FIXTURE SCHEDULE GC-104 � STYLE/PRODUCT: 4TION PILLOWSWOOD PILLOW SHAPED STAIN GRADE BLOCKS) FIX. OFCI CFCI ON DESCRIPTION LOCATION MANUFACTURER & LAMP REMARKS P MOUNTING COLOR: UNFINISHED (TO BE FINISHED BY CONTRACTOR, WD-101)TYPE CATALOG NUMBER N0. WATTS TYPE C W R P U SIZE: 4" WOOD PILLOW MANUF: RALEO, 1-800-697-1880 LT-07 0 6 SCONCE PREFUNCTION CUSTOM LIGHTING y pL_13 COMPACT � -- REFER TO 1.1.03a FOR INSTALL LOCATION. J—BOX TO BE MOUNTED AT 80' AF.F.. � CONCEPTS/CUSTOM FLUORESCENT LT-20 9 TBD PENDANT BALLROOM CUSTOM LIGHTING TBD TBD TBD REFER TO REFLECTED CEILING PUN FOR INSTALL LOCATION. CONCEPTS/CUSTOM �g �� BALLROOM/ NEW CUSTOM LIGHTING IBD TBD TBD � -- REFER TO REFLECTED CEILING PLAN FOR INSTALL LOCATION. LT-21 • MEETING ROOM CONCEPTS/CUSTOM LOCATION: DEVICE COVERS WOMENS RESITt00MS CUSTOM LIGHTING REFER TO REFLECTED CEILING PLAN FOR INSTALL LOCATION. 3 PENDANTS TO BE INSTALLED IN GC—105 PRODUCT #: R41-80401—I LT-25 • 6 PENDANT PNCTION (INCEPTS/CUSTOM 1 60A-19 0 PREFUNCTION RESTROOM AND 3 TO BE INSTALLED LOBBY RESTROOM. • COLOR: NORM NOTE: TO BE INSTALLED AT ALL DEVICE COVERS IN ALL AREAS. CUSTOM LIGHTING TBD TBD TBD 0 -- REFER TO REFLECTED CEILING PLAN FOR INSTALL LOCATION. LT-28 � TBD PENDANT NEW MEETING ROOM CONCEPTS/CUSTOM LT-30 3 CEILING MOUNTED ELEVATOR CABS pRECIpSA, CUSTOM -- -- REFER TO REFLECTED CEILING PIAN FOR INSTALL LOCATION. MENS RESfR00A1S 0 CUSTOM LIGHTING REFER TO REFLECTED CEILING PLAN FOR INSTALL LOCATION. 3 PENDANTS TO BE INSTALLED IN LT-37 s PENDANT PREFUNCTION CONCEPTS/CUSTOM 1 60 A-19 • -- PREFUNCTION RE5fFtOM AND 3 TO BE INSTALLED IN LOBBY RESTROOM. LT_100 � 1 PUCK LIGHT VIP MILLWORK PEGASUS ASSOCIATES � 60 XENON � __ ARD MARE INSTALLATION W/SWffCH, TRANSFORMER INCLUDED PUBLIC SPACE EQUIPMENT SCHEDULE PNPX-20—BK—PHD60 TELE: 1-800-392-4818 SYMBOL DESCRIPTION LOCATION SYMBOL DESCRIPTION LOCATION REFER TO MEP DRAWINGS FOR CFCI (CONTRACTOR FURNISHED CONTRACTOR INSTALLED) LIGHTING SCHEDULE E32 UNDER COUNTER REFRIG. VIP RM (WITH EXCEPTION TO LT-100) KEY PLAN LIGHTING FIXTURE SCHEDULE NOTES: E42 WATER DISPENSER FITNESS CENTER 1. VOLTAGE SHALL BE VERIFIED BY OWNER do CONTRACTOR PRIOR 4. ALL BALLASTED LIGHT FIXTURES SHALL BE INDIVIDUALLY FUSED. 5. FLUORESCENT LIGHT FIXTURES SFULLL HAVE ELECTRONIC BALLASTS, E44 ADA UNDER COUNTER REFRIG. FITNESS CENTER TO PURCHASE OF FIXTURES. (<10x THD). 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, TRIM 6MOUNTING C — CEILING SURFACE P — PENDANT 2. CONTRACTOR SHALL PRIDE ALL LAMPS. ALL FLUORESCENT LIMPS SHALL RINGS, ETC. FOR THE TYPE OF CEILING SPECIFIED. .ED. COORDINATE WITH W _ WALL U — UNDER CABINET BE BY SAME LAMP MANUFACTURER IN ORDER TO MATCH COLOR PHOSPHORS. THE ARCHITECTURAL ROOM FINISH SCHEDULE. R — CEWNG RECESSED T8 FLUORESCENT LAMPS SHALT. BE REDUCED MERCURY CONTENT DESIGN. 7. INSTALLATION: OFCI — OWNER FURNISH & CONTRACTOR INSTALLED CFCI — CONTRACTOR FURNISH & CONTRACTOR INSTALLED NOTE: THIS SCHEDULE IS A CONTINUATION OF PHASE II DRAWINGS. REVISIONS NO. DESCRIPTION DATE BASE CAP: MT-1/MT-1a BASE CAP: MT-1 OR MT—1a REF TO ELEV/SEC710N —REF TO ELEV/SEC110N FOR FINISHES FOR FINISHES Ln �TO ELEV/SECTION � FILLER REF TO ELEV/SECTION FOR PAINT OR STAIN BASE PAINT OR STAIN BASE CAP: AR-3 OR HT-3a REf TO ELEV/SECTION ^+ FOR FINISHES FILE LOG Acnvnr BY o, DTL: BASEro2 DTL: LARGE CROWN DWgn DIES 60.04 SCALE: 3'=1'-0' 60.04 SGLE: 3'=1'-0' o.,w oRw Cho* as STAMP PUBLIC SPACE - MILLWORK TRIM SCHEDULE SYMBOL DESCRIPTION DETAIL LOCATION PROFILE SYMBOL DESCRIPTION DETAIL LOCATION PROFILE SYMBOL DESCRIP110N DETAIL LOCATION PROFILE SYMBOL DESCRIPTION DETAIL LOCATION PROFILE PERMIT SET MT-1 BASE CAP LOBBY, PREFUNCTION MT-3 CROWN & CORRIDOR CLG DTL LOBBY CROWN AND MT-7 NICHE TRIM LOBBY BAR AND SIZE: 11/160 AND CORRIDORS � SIZE: 3/40-5/16 CORRIDOR TO SPA SIZE: 11/16'x3-1/4` STAIR NICHES FINISH: PAINT GRADE � FINISH: PLANT GRADE CLG DTL ((� FlNISH: PAINT GRADE MNFR: LONE STAR MNFR: LONE STAR �jMNFR: SSI MOULDINGS MNFR#: LS-DM4 MNFR#: LS-PMI MNFR#: SS1-241 TELE: 972-304-1234 TELE: 972-304-1234 TELE: 800-922-9663 MT-1a BASE CAP BALLROOM AND MEETING MT-4 INSEE TRIM COLUMN INSETS, MT-8 NICHE TRIM DOOR CASINGS AND SIZE: 11/160 ROOMS SIZE: 1/20/2 PANEL INSETS, SIZE: 5/8"x3" MEETING ROOM FINISH: STAIN GRADE FINISH: PLANT GRADE MIRROR INSETS � FINISH: PAINT GRADE/STAIN GRADE CHAIR RAILINGS MNFR: LONE STAR MNFR: LONE STAR (REF ELEVATIONS) �p � MNFR#: LS-DM4 i i MNFR�: LS-101 MNFR: SSI MOULDINGS TELE: 972-304-1234 TELE: 972-304-1234 MNFR#: SS1-3547 TELE: 800-922-9663 MT-2 CROWN VIP ROOK, PREFUCTION MT'5 LARGE CROWN 02/G0.04 LOBBY 9/16x4-1/4 CORRIDOR, COLUMN/ SIZE: 7 1/4" TOTAL FINISH: PAINT GRADE PILASTERS FINISH: PAINT GRADE Mi-9 APPLIED DOOR TRIM PANELS APPLIED DOOR MNFR: LONE STAR MNFR: COMBINED PIECES SIZE: 1-3/8"x11/16"" PANEL TRIM Project No. 012-10133-000 MNFR#: LS-48 (8012) LOBBY (+ MT-3) MNFR#: MT-2 + MT-3 FINISH: PAINT GRADE/STAIN GRADE � MAY 25, 2007 TELE: 972-304-1234 (REF ELEVATIONS) MNFR: SSI MOULDINGS MNFR#: SS-610 PHASE III: PUBLIC SPACES MT-2a CROWN BALLROOM AND MEETING CT's COVE MOULDING 06/1.9.02 VIP MILLWORK TELE: 800-922-9663 SCHEDULE 9/16x4-1/4 ROOMS SIZE: 1 Y" x 1 Y" FINISH: STAIN GRADE FINISH: STAIN GRADE MNFR: LONE STAR MNFR: S&S CRAFfMEN, INC MNFR#: LS-48 (8012) MNFR#: SSI-476 - TELE: 972-304-1234 TELE: 1-800-922-9663 G0. 04 J:\012-10133-000\dwg\Phase III Lobby and Prcfunction\R5f GO-04 schedule.dwg May 22, 2007 - 6:02pm gmgriffln OLEO ADMYConprry2007 RESTROOMS ELEVATORS MENS SHEET 1 .8.01 SHEET 1 .7.01 064 - - - - - - - - Ir - - — � o 0 o0 � ��TN sR pLE RESORT i 065 ' ATLANTIC BEACH, FL 32233 I STORAGE �M � Remington Hotels, Inc. 14185 Da as Pkwy, Ste 1150 Dallas, TX 75254 PLANNING RRI � � ll -MONONA OR�7 LO I.Q�A DALY INTERIORS NCE ' RESERVATION SALES CAiE NG - - - • ' OFFICE OFFICE 0 E Mr.191S m FO-6-11 STAIR ' GM�E RRIDOR IINON � � 024 D lMockingbird bane, Suite 400 as, TX 75206 USA ADMINISTRATIVEAREA 3: FITNESS CENTER & OFFICES Tel 214-526-1144 Fax 214-526-1411 FITNESS GROUND FLOOR ELEVATOR LOBBY ' BOARD CONFERENCE O ' C OE RD R CENTER � r0_551 � SHEETS 3.1 .01-3.5.01 MEN VIP REGISfRAiION r � NONE �� ONE! � I 010 VIP DESK UP NONE MZT LOBBY LOBBY 11 ' LOBBY �TING BARi:• AMELIA SMyIN� I ROOMII11O'o 1111 [A _ 1111 1111 I� ISLAND BALLROM ' -2-91 OF Loeer sE►nNc AREA FERNANDW � AREA 4: BACK OF HOUSE `° `� ROOM SHEETS 4.1 .01 0 KEY PLAN CORRIDOR 027 ' WOMEN'S MEN'S RESTROOM RESTROOM 038 AREA 1 : LOBBY & CORRIDORS BOARDROOM — — — NOON MEN 037 0 0 0 0 0 0 SHEETS 1 .1 .01a-110.01a REVISIONS ITT 199 law NO. DESCRIPTION DATE IIII1111111111101 NIEL ONES KITCHEN CORRIDOR CORRIDOR 27 AREA 2: MEETING ROOMS SHEETS 2.1 .01-2.5.01 � I ' MEETING FILE LOG ROOM D BY RESTROOMS 045 "�'"" SHEET 1 .8.01 � Design 1Draw 0 ;00*0y Che& STAMPAREA 2: MEETING ROOMS I. _ _ _ _ _ _ _ _ _ SHEETS 2.1 .01 -2.5.01 PERMIT SET GROUND FLOOR CORRIDOR 00 JI o, OVERALL AREA PLAN 0 0.01 SCALE: 3/32'=11-0' 61 0 0I z 00, 3� j �,�a22a�ox LEVEL 1.5` AREA 1 : SPA CORRIDOR �� 0 Project No. 012-10133-000 SHEETS 1 .1 .01b-1 .10.01b � MAY 25, 2007 MEN! NONE 0 00 PHASE III: � FIRST FLOOR OVERALL AREA PLAN ELEVATORS �' r ONOO lie FIRST FLOOR o� OVERALL AREA PLAN SHEET 1 .7.018=1ID 0.01 0.01 SCALE: 3/32 -0 J:\012-10133-000\dwg\Phase III Lobby and Profunction\RSf ID 0.01.dwg May 22, 2007 — 6:02pm gmgriffin oLEO ewurc.m" y:ow L SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Reminton Hotels, Inc. 14185 WE P Ste 1150 Y TX 752 � Dallas, 4 5 LMAPLANNING ARCHITECTURE ENGINEERING DALY INTERIORS 00 or EST.1915 7 E Mi e 4 0 530 b e t 0 44 oc kin S ird Lan , Su Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 or �. 00 oof Of 00Z 00 or, 01 or 01 oo 02 STRUCTURAL COLUMNS A CORRIDOR .41 01 TO BE TREATED 03 211 01 AS PILASTERS � 10, REF. DTL' 02/1.4.01 �'�'� AT AT E B E A .::::.:...: t� 01 00, 01 04 /00 LEVEL 1.5 LOBBY 100 ' STAIR s 1.7.0 I AT I MACHIN E C 1 ROOM 1 1 101 I 1 1 ::::::::::::::. :::::: :: :: ::::;::;:;:: ::: :.;:::::::::::::: :::::::::::::: ::: :: :::::::::::::::: :::::::::: ::::::: ::::::: .:: ::::::::::::::. ......... ........... ...... .. ....... . ..... ....... . ........ KEY REVISIONS FIRSTFLOOR NO. DESCRIPTION DATE ro-i CORRIDOR TO SPA FLOOR PLAN .1.01 SCALE: 1/80=i$—on FILE LOG ACTMTY BY Manager KAC Design AEV,GMG,LAR Draw GMG,LSC Check STAMP PERMIT SET Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY AND CORRIDORS FLOOR PLAN ID 1 . 1 .41 b J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.1.01b PLAN.dwg May 22, 2007 — 6:03pm gmgdffin O LEO A DALY Company 2007 L_ v SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remi n ton Hotels, Inc. 14185 DaAas Pkwy, Ste 1150 OF OOF OF Dallas, TX 75254 01 PLANNING ARCHITECTURE ENGINEERING 00 01 00 A DALY INTERIORS EST.1915 ,� .s 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 00 000V 0 011 01 00 010V 01 oo 01 00, coOF oF BORDER T-104 ...._...... OF 01 2 IM ....... :: CORNER PIECE01 .:.. ... ... '. .t ►. BORDER � �' . �. T ; '+.. ..103 TR M ST—107OFNo ....... •F .e" xAZZ ` I. . AT AT TREADS FlELDw. ST-101 ST-102 ............... oe001 100,. x x 01 ol 01 00 00 r--� .:......... 01 OF 01 .....:........ 01 a 01 r STAIR 0 ...................... . :..,, .... AT MACHIN ZZ E C ROOM 10101 X. 14 44 KEY PLAN GENERAL NOTES cur -nLE REVISIONS SPACORRIDOR NO. DESCRIPTION DATE ro_i` FLOOR PATTERN PLAN .1.02 SCALE: 1/8"=1'-0" SCHLUTER SYSTEMS, FILE LOG M1250, STAMLERS, ANCHOR W/HAT BRONZE COLOR SCREW HEADS ACrrVrff BY WOOD FLOOR STONE PLY WOOD Design AEV,GMG,LAR Draw GMG,LSC AO Ch A p . o .' • Q. , . •. . ...p. ..D.. ...p., eck p p p: Ab Ae. a p p STAMP ,p .. .S K o__2 TRANSITION .1.02 SCALE: 3' = 1$-0• PERMIT SET Pr Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY AND CORRIDORS LED FLOOR PATTERN PLAN ID 1 . 1 . 02b J:\012-10133-000\dwg\Phase III Lobby and Prefunction\,AREA 1 Lobby\RST ID 1.1.02b FLR PATT.dwg May 22, 2007 — 6:04pm gmgriffin O LEO A DALY Company 2007 L GENERAL NOTES 1. REFER TO FF&E BINDER FOR FURNITURE Ux SPECIFlCATIONS. 2 REFER GO .04 FOR LIGHTING LT—XX T—FIXTURES ARE OFCI ITEMS. ! NATION L 0 0 NFOR E T T RTLE R R SEA U SO 1 OCEAN BLVD. ATLANTIC TI BEACH, FL 32233 UZI 001, 0 Rem 1171 Mi IDa Inc. 14185 is P Ste 1150 ......:::�.� Pkwy., 75 4 Dallas, TX 25 00 00 01 PLANNING ARCHITECTURE ENGINEERING DALY INTERIORS Of: O O 00, '_,00) EST.1915 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA ........................................................................... .... - - 214-526-1411 T I 26 1144 F Tel 214 5 Fax ::. 00 00000 1117 i 00 �� ** �4 0000Z VIP 10 CG TYVIP 2 SG (QTY. 1 00 QTY. 1 VIP-400—LT - (QTY. 2 VIP-101—CG 01 (QTY. 1) �.., .... SG VIP 201 MP-300—WT (QTY. 1) •. .... . �. VIP-100—CGNJ ` Y Q . 1 v....,,....w.,.v.,.,. . T UP VIP-20 —SG LOB-202—SG (QTY. 1 (QTY. 2) LOB-301—WT _ LOB-101—CG LOB-204—SG 4 ) LT_ 07QY.LOB-2 —LT (QTY. 6 (QTY. ) ) LOB-100—CG Q rfF TY. 2 OB-401—LT QTY. 2) ;III 01 } ;II I01 > n� i Z LOB 300—WT /I (CITY. 2 f f // I1 f f O O I GSS-'_L0B-203-SQ f f 011 (QTY. 3 PAIR) ti+•• KEY PLAN (OB-200—SG QTY. 4) LOB-201—SG (QTY. 2) LOB-205—SG (QTY. 1) LOB-206—SG LOB-102—CG OOF QTY. 3) (QTY. 6) LOB-207—SG QTY. 1 { 01 LOB-402—LT REVISIONS R 00NO, DESCRIPTION DATE /Z X Of PRE-300—WT (QTY. 1) of FILE LOG ACTH" BY KAC:. DeWp AEv,GMG LAR 01 PRE-202—SG — _ Draw GMG,LSC RE 700 (QTY. 3) Check STAMP RX. — — P E 302 WT .: ?::::.......�riiriiiiiiiiiiiiiiiii'rrir�.::::.: ':: TY. 1 ?::::,: : Q F: { ) PERMIT SET PRE-201—SG PRE-102—CG (QTY. 4) (QTY. 2) ....... PRE-101—CG PRE-200—SG ....... (QTY. 1) .. . .. .. .. PRE-400—LT (QTY. 2) (QTY. 3) PRE-1 —WT (QTY. 1rRE-11 TY. 4J�00, �J LOBBY & CORRIDOR K31 F&E FURNITURE PLAN .1.0 SCALE: 1/16"=1'-0" Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY AND CORRIDORS FF&E FURNITURE PLAN . .. ID 1 . 1 . 03a J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.1.03a FFE.dwg May 22, 2007 — 6:05pm gmgdf in O LEO A DALY Company 2007 L SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remington Hotels, Inc. 14185 Daas Pkwy,. Ste 1150 Dallas TX 75254 PLANNING ARCHITECTURE ENGINEERING L(D A DALY INTERIORS 00 EST.1915 :y Fil F1111 :...:.: ..... 5307 E. Mockingbird Lane, Suite 400 .. Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 Of 00, MEZ-400—LT MEZ-702—ART MEZ-704—ART (QTY. 1) (QTY. 1) (QTY. 1) 01 MEZ-11—CG (QTY. 1� MEZ—loo—ART CORRIDORoo (QTY. 1) MEZ-701—ART 121 MEZ-703—ART (QTY. 1) (QTY. 1) or AT AT E B E A t I 01 i i LEVEL 1.5 LOBBY MEZ-300—wT 100 (QTY. 1) MEZ-200— (QTY. 2 MEZ-100—CG: STAIR (CITY. 1) ® - - FTC I or AT MACHIN E C ROOM 101 KEY PLAN GENERAL NOTES MEZZANINE FLOOR ro—i'*NNFF&E FURNITURE PLAN 1. REFER TO FF&E BINDER FOR FURNITURE .1.03 SME' 1/8'=13-0" SPECIFICATIONS. REVISIONS NO. DESCRIPTION DATE FILE LOG ACTIVITY BY Managw ICAC Dewy AEV,GMG,LAR Draw GMG,LSC Check STAMP PERMIT SET 1A Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY AND CORRIDORS FF&E FURNITURE PLAN ID 1 . 1 .03 b J:\012-10133-000`dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.1.03b FFE.dwg May 22, 2007 — 6:05pm gmgaffin O LEO A DALY Company 2007 L MENS GENERAL NOTES 064 t.eo 1. REFER TO SHEET 1.1.03a FOR SCONCE FIXTURE NUMBERS. RS. ISR E RT EA TURTLE SO v D.JANITOR 1 OCEAN BL 065 ATLANTIC BEACH FL 32233 0OF 1 1 1 1 i STORAGE Remi ton Hotels Inc. asPkwy, 11 14185 D � 50 aSte 1 I ..... 063 0 4 1 1 Dallas TX 7525 :.:.::.::. WOME PLANNING T RE 066 � ARcHITEC U 1 ENGINEERING 110 DA LY INTERIORS ............................... EST.1915 CORRIDO� as• - ae• ae• re• ae• ae• ae• arm 0 5307 E. Mockingbird Lane, Suite 400 Dallas, 2 a asTX75 06 USA RESERVATION SALES CATERING - 1 - 6-1411 Tel 214 526 1144 Fax 2 4 52 GYP OFFICE OFFICE OFFICE Top of Ram 060061 062 EL=9—0 AFF 0 0 0 1> ::. GM OFFICE 0057 ADMINISTRATIVE :. OFFICES 058 0 CONFERENCE OFFICE BOARD ROOM 059 0 0 55 LO ...............:.::::::..::.: . 600, 00, VIP I 54a REG STRATTON TAI GYP 053 STAIR EL=10'-0. am 1 C CASED OPENING w011 _ EL 9-3 VIP DESK GYP DOOR AND /PT-1 Bottom of Ra '' FOUNTAIN EL=11'-0" BELOW I ............. LOBBY011 EYEBROW ARCH 0000 L 00,Gr —09 0 EL=9'-3" — LOBBY �4LOBBY TING01, � ;;; GYPGAREA .t. ° ° h'° 54d �� V'r 0 w Z f .II EL=13—5 �� I 03 11 GYP ,� .1. EL 12 5 e1� 00, ART NIC i h , KEY PLAN EYEBROW ARCH ' EYEBROW ARCH LOBBY SEATING AJN GYP AREA EL=9'-3' `` 411 00, 10 _ LOBBY LARGE - SEATING AREA 01 GYP 54 REVISIONS El 12 ::>::::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>::>:....:::>::.... X. >::::»::>:....:>::::>:;:::>::>::>::::>::>::>::>::>::>::>::>::>::>:<:::>::>:;::»»:<:::::>::.. 01 EYEBROW ARCH COR ID R F7 OF ...... EYEBROW ARCH CLG FILE LOG 1. COLD CATHODE000, ACTIVITY BY ...::::. :>::::'>:::....... ....... . ...... ..... ...... ....... ....... ... abet ICAC a AgKGYP CORRIDOR N Design AEV GMC LAR EL=9—10 1/20 / ih 12/_50 Draw GMG,LSC CLG ` r w 1 iEy STAMP w 10 X. EYEBROW ARM ............................................................................... `� - - r� - w� - - -- - - - rs• w� w� ae• ae• ae• - - - - - � SECTION KITCHEN � CORRIDOR PERMIT SET 02 LOBBY LIGHT COVE .1. SCALE: 1-1/2"=1'—o" 042 .::.:: :. CORRIDOR :. ....... .............. . ....... ....... ...... ....... ....... ....... ....... ....... ....... ...... ...... ............... ....... ....... ...... ...... ............... ....... ....... ...................... ....... ....... ....... .....:.. 27a 8" BLOCKING AS REQ. ..... MTL STUD. SECURE TO qj STRUCTURE ABOVE q u a PAINT TO MATCH �0 `O CLG � l 120-5* CLG UNE OF CLG GROUND FLOOR ro-i LOBBY & CORRIDOR RCP DRAPERY AND TRACK .1. SCALE: 1/80=1'-o" Project No. 012-10133-000 MOTORIZED HARDWARE (NIC) MAY 25, 2007 SECTION PHASE III: AREA 1 LOBBY AND CORRIDORS 03 LOBBY BAR: DRAPERY SOFFIT REFLECTED CEILING PLAN Ile] 147MI 01 V/zo .1. SCALE: 1-1/2 ID 1 . 1 . 04a ssssss I J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.1.04a rcp.dwg May 22, 2007 — 6:06pm gmgOffin O LEO A DALY Company 2007 L SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remington Hotels, Inc. 14185 Dallas Pkwy, Ste 1150 Dallas TX 75254 or PLANNING ARCHITECTURE ENGINEERING a)A DALY INTERIORS 01 orz EST.1915 01 0or 00"Z 01 0 7 M kin bird Lan Suite 400 530 E. oc e 8 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 ol 00 01 Or 03 vl oo W AJN GYP .1. EL=8'-0" -- - -- ---- -- ---� CORRID EL=8'-0" CEILING ET121 W MON w CEILING TRIM AT AT 1�— E B EllndolA N or LEVEL 1.5 LOBBY 100 N STAIR o� 1C .1. AT MACHIN E C ROOMor 101ZZ ........ ................ ... ....... .... KEY PLAN FIRST FLOOR ro_i` MEZZANINE CORRIDOR RCP .1.04V SCALE: 1/8'=1'-0• REVISIONS NO. DESCRIPTION DATE 6" BLOCKING AS REQ. FILE LOG ACTIVITY BY PAINT TO MATCH Manger KAC CLG Design AEV,GMG,LAR Draw GMG,LSC LUNE OF CLG Check DRAPERY AND TRACK STAMP HARDWARE (NIC) SECTION KZ_2 DRAPERY POCKET PERMIT SET .1.04 SCALE: 1-1/2'=1'-0' a0 Z� s Project No. 012-10133-000 MAY 25, 2007 GYP CLG TRIM: MT-3 PHASE III: AREA 1 PAINT: PT-106 LOBBY AND CORRIDORS PAINT: PT-106 REFLECTED CEILING PLAN SECTION 03 CLG MOULDING .1.04 SCALE: s"=1'-0' ID 1 . 1 .04b NEER L J:\012-10133-000\dwg\Pha9e III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.1.04b rcp.dwg May 22, 2007 — 6:07pm gmgriffin O LEO A DALY Company 2007 MEMO SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Rem i n ton Hotels, Inc. .... ..... ... ....... .. X ........... .. .. 14185 Dats Pkwy, Ste 1150 x.: 0:::: .... . ...... .... .. ........ X s 5254 0 PLANNING ARCHITECTURE ENGINEERING X-r-7, A DALY INTERIORS EST.1915 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 or X . .................. ........... oor Of 00, 00, 0000 00, ol 00, 001, ....... ... ...... .... ....... ..... 01 .............. ..... . .... .... ....... ........ ..... .... ............ ..................... .............. . 6 V_ ALIGN ALIGN 2' 0' 19-6 Typ. .X. Typ. Typ. ELEVATOR DR C.D C.D12'-7* 4 12 12'_8» AtWm r L 2$_O»L 121 KEY PLAN ALIGN ALIGN -3 o 6 00, C-4 01 X ALIGN V VAT 0 000 I El B E a -3 a0 _C4 NOpp .....!r 00, ............ REVISIONS 9. ..... NO. DESCRIPTION DATE 1 -2 oo, 00" 000, 00, 0'/ 00f 00 00, LEVEL 1 . 5 N.- 000 LOBBY 00 100 00, FILE LOG :X ALIGN ACTIVITY BY MWMW ox STAT R a 6 01 DesiDesignAEV,GMG,LAR O 0000 C-4 10: or Draw GMG,LSC 1 C Cho& 9 ..... ..... STAMP ............... .. ... VAT .. ... .. . . ........ . . .. .. ...... XX .... MACHIN X. ..... ... 0 ROOM PERMIT SET........ E C 10 ...... ..... .... .... ...... XX V-1:1 x. AX ..... ----- FEEM177il 00" P� 1,A �c Project No. 012-10133-000 MAY 25, 2007 1st FLOOR MEZZANINE CORRIDOR ro�iENLARGED PLAN PHASE III: AREA 1 4,20 LOBBY AND CORRIDORS J1SME: 1/4'�-1'—Oo ENLARGED PLAN: LOBBY & BAR ID 1 . 2 .01b J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.2.01b enlarged.dwg May 22, 2007 — 6:08prn grngriffin 0 LEO A DALY Cwipa"2007 L 1.4.Q 1.4A 12'-5" F01 SIM. 01 -1 1.4.0 .4. INSET PANEL VIP-300-WT 10'-0" SEA TURTLE RESORT 102 1 OCEAN BLVD. PT- 9'-3' _ 9'-3' ATLANTIC BEACH, FL 32233 TRIMPr-102 I I #0 011101 11111101 INED NINE . 11111 111000 MIME MINE WINE ONES 011011 1 Remin ton Hotels, Inc. 1 1 14185 Da as P Ste 1150 ( 1 I T 75254�� Dallas, X I I 1 1 I I 1 M PT. I 1 ENGINEERING I I ADALYARCHITECTURE R �u,c (�) INTERIORS lff'�i.7 1915 Pr-103 PT-107 I I 1 F-PT- MSFT PANEL 6' WALLS (GYP) I I 1 1 5307 E. Mockingbird Lane, Suite 400 pT_102I Lf Pr-102I I 1 N i' 1 Dallas, TX 75206 USA TRY I I N 1 Tel 214-526-1144 Fax 214-526-1411 WINDOW (M) 2'-4" 3'-0' 3'-0" 2TRIM 00 '-4' oammmsmimemmmimimmesomemmonmmmimmmeemimimminmmmsmmmiammiemms 01 REF ARCH. SPEC. HAND-FORGED WEATHER RESISTANT (SOLENE DOOR OR EQ- TELE 214-744-9900) SELF SUPPORTED EXTERIOR DOOR AND SIDE LITES W/ HINGED Y' CLEAR/DOUBLE PANEL TEMPERED METAL JAMB GLASS PANELS THAT SWING FOR CLEANING. BOTTOM DOOR SHALL HAVE )J' MAX. 01 L OBBY COMMERCIAL THRESHOLD. DOOR SHALL BE BALL. BEARING HINGED DOORS AND 02 LOBBY: VIP 1 1.3.0 SCALE: 3/8 1 -0 " INSTALLED TO DECREASE NOISE do INCREASE ENERGY EFFICIENCY SCALE. 3 8 =1 -0" = .3.0 / DOOR TO BOH 03 LOBBY: VIP o4 LOBBY: VIP o5 LOBBY: VIP 1.3.0 SCALE: 3/8"_1'-0" 1.3.0 SCALE: 3/8'=1'-0' 1.3.0 SCALE- 3/8"=1'-0" KEY P N PT-103 MSFT PAR Pr-1o2 TRIM REVISIONS wC_w NO. DESCRIPTION DATE WALLCOVERINc SS-101 — MEN — Pr-1o1 ,old ff WALLS (GYP) Pr-1o3 INSET PANEL 1 I Pr-102 TRIM I IND-101 SS-101 I FILE LOG %` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CAM COLINU 01 GC-104 1.9.0 Acrlvn,r BY 4" SQUARE CURVED Manager ICAC o6 LOBBY: RECEPTION DESK PILLOW BLOCKS RECEPTION DESK Design AEV cMc LAR 1.3.0 SCALE: 3/8"_11_00 Draw cMc,Lsc Cho* STAMP 04 1.7.0 01 O.H. 01 05 Pr-102 .4. 1.4.0 1.4.000 TRIM X101 PERMIT SET Sw W& 1 1 1 I I 1 I 1 I I I I 1 Project No. 012-10133-000 1 1 MAY 25, 2007 1 I TR�1DS PHASE III: AREA 1 1 1 Pr 102 LOBBY AND CORRIDORS RAMP TO VIP ROOM CURVED I STAIRS TO SPA x-101 I SF-104 ELEVATOR PHONE INTERIOR ELEVATIONS RESTROOMS RECEPTION BACK WALL RAS (gyp) DOOR + FRAME TO 1ST FLOOR DOOR AND TI1 ROOM REF 06/1.3.01 FOR BALANCE OF FINISHES 1-5 1.7 07 LOBBY .0 1.3.0 SCALE: 3/8'=1'-0' ID 1 . 3 . 01 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.3.01 ELEV lobby.dwg May 22, 2007 - 6:07pm mvciafardini O LEO A DALY Company 2007 L_ 03 02 MIRROR (BACK PANEL) 06 YT-101 SF-102 p7 T 1.4A GLASS SHELVES 1.4.0 WAL P� B� �Nl 1.4A LOB-301-WT SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Pf-103 P�106 SET PIII�El. CEIm INSET o APPLIED Pr-,o� PT-102 " . Remington Hotels Inc. MOULDING 14185 Da 11as P Ste 1150 Tw plr 103 b Dallas, TX 75254 PT-103 Nr�ET p� �, MID-101 NET PMEL Till 1.4.0 �101 ARCHITECTURE PLANNING ENGINEERING MID-101W" A DALY INTERIORS DOOR INC-10 191 PT-101 �. 7'-80 WALLS (GYP) 18'x18' SQUARE EQUI5307 E. Mockingbird Lane, Suite 400 11 LED 4r_ IND-101 F&B PMENT BY PROVIDER � 102TM Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 It 1'-6' p 1'-6' 19 1'-6' 1'-6' UNE OF ELLIPSE GYP. BD. SURROUND wD-101 DOOR TO L PREFUNCTION CORRIDOR COLUMN ly DOOR TRI SMALL MTG ROOM ANGLE CHANGE LOBBY BAR ATTACH ROTOTGYP. BOARD ERS TO (TYP.) 35' ELLIPSE HAND FORGED ORNAMENTAL ro-a%NN LOBBY/ PREFUNCTION LOBBY:o9a IRONWORK IN 35' RECESSED ELLIPSE BAR GYP. BD. NICHE OPEN BEYOND. .3.0 SCALE: 3/8'=1'-0' �.3.OSCALE: 3/8 OQ SIM. 1.4.0 CORRIDOR TO SPA MIRROR (BACK PANEL) 06 MT-101 SF-102 07 GLASS SHELVES 1.4.0 IUA, PANEL Ba WALL 1.4.0 LOB-301-WT 01 Pr 101 1.7A SOFFR KEY PLAN 1 r $ r08 MIC-10 1.4.0 PREFUNCTION CORRIDOR WAU.CaVEI�NG EQ EQ BEYOND 1871 SQUARE CURVED REVISIONS BAR AND BACK WALL ro-q LOBBY: BAR AND STAIRS NO. DESCRIPTION DATE �.3.OSCALE: 3/8'=1'-0' FILE LOG ACTIVITY BY Manager KAC Design AEV,GMG,LAR Draw GMG,LSC Check STAMP 02 03 02 1.4.0 PERMIT SET 0� a L0 Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 SERVICE DOOR COLUMN PREFUNCTION PREFUNCTION CORRIDOR OPEN TO LOBBY AND CORRIDORS TO BAR ANGLE CHANGE CORRIDOR LOBBY INTERIOR ELEVATIONS K'16"NLOBBY: BAR Z PREFUNCTION. 11 LOBBY: BAR PREFUNCTION. .3.0 SCALE: 3/8'=1'-0' .3.0 SCALE: 3/8'=1'-0' ID 193902 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobb►\RST 1D 1.3.01 ELEV lobby.dwg May 22, 2007 - 6:08pm mvciafardini O LEO A DALY Cwnpany 2007 L 01 1.4.0 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 PI'-102 Tw 1.4.0 PT-10 NET PANEL Remin ton Hotels, Inc. PT-102 14185 Dainas Pkwy, Ste 1150 Dallas, TX 75254 Tiam PLANNING ARCHITECTURE L(D ENGINEERING A DALY INTERIORS EST.1915 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA PT-101 PT-103 Tel 214-526-1144 Fax 214-526-1411 WAILS (GYP) MET PANEL PT-102 PT-102 TRY TRY ffJ PREFUNCTION CORRIDOR roi' LOBBY o2 PREFUNCTION CORRIDOR .3.0 SCALE: 3/8'=1'-0' .3.0 SCALE: 3/8'=I$-0' 04 02 1.4.0LT-07Go •4• I—F Pmoi rrAu.(GYP) J U WD-101 DOOR TRY P?-102 TRY 1110( L—WL ORS TO Pr 101 DOPT-102 DOORS TO DOORS TO ISLAND BALLROOM ANLL TRY ISLAND BALLROOM ISLAND BALLROOM MIRROR 240SQ r0i PREFUNCTION CORRIDORGC-101 SCALE: DEC. MIRROR FASTNER 1.3.0 KEY PLA REVISIONS NO. DESCRIPTION DATE FILE LOG DOORS TO CORRIDOR TO ISLAND BALLROOM RESTAURANT ACTMTY BY Manager KAC K'5-4 REFUNCTION CORRIDOR (CONTINUED) Design AE'GMG'LAR 1.3.yOr: 3/8'=1'-0' Draw GMG,LSC Che& STAMP 103 PERMIT SET NU PANEL PT-102 TRY ART (NIC) RESTAURANT COLONNADE �t PT-103 MISET PANEL DOOR TRY PT-102 TRY Project No. 012-10133-000 PT-101 MAY 25, 2007 RESTROOM KITCHEN WALL VESTIBULE ENTRANCE PHASE III: AREA 1 K`6�5PREFUNCTION CORRIDOR LOBBY AND CORRIDORS .3.0 5LE: 3/8'=1'-0' INTERIOR ELEVATIONS ID 1 . 3 . 03 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.3.01 ELEV lobby.dwg May 229 2007 - 6:09pm mvciafardini o LEO A DALY Company 2007 L SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remington ia�aOP�Otre I',50IC1C. Dallas, TX 75254 LED PLANNING ARCHITECTU ENGINEERI A DAIYNTERIOpNGE PT-101 PT-iol EST.1915 wa -0 5307 E. Mockingbird Lane, Suite 400 ND-101 Dallas, TX 75206 USA DOOR OOOR TMTel 214-526-1144 Fax 214-526-1411 PT-102 PT-102 701 1RMI RESTROOM RESTAURANT MEETING COLONNADE ROOM (REF PHASE II: 01/1.3.01) o, PREFUNCTION: RESTROOM VESTIBULEKo-2*� PREFUNCTION CORRIDOR .3. SCALE: 3/8'=1'-0' .3. SCALE: 3/8'=1'-0' W-101 KI now PT—102 1RM WINDOW DOOR TO REF ARCH SPEC. CAR PORT o3PREFUNCTION CORRIDOR 9-19-Ow KEY PLAN PT-101 IWl. O O O REVISIONS NO. oEscwrrIoN DATE PT-103 WINDOW OPEN TO LOBBY FILE LOG INSET REF ARCH SPEC. PT-102 ACTFVTTY BY Man"er KAC MMo+ PREFUNCTION CORRIDOR Design AEv.cMc,ua .3. SCALE: 3/80=1'—On Draw cMc,isc ahe& STAMP 01 1.4.0 t7d PERMIT SET rF11 Li 0C Project No. 012-10133-000 OPEN TO LOBBY OPEN TO LOBBY BACK OF BAR OPEN TO LOBBY MAY 25, 2007 riq� PREFUNCTION CORRIDOR (CONTINUED) PHASE III: AREA 1 .3. SCALE: 3/8'=1'-0' LOBBY AND CORRIDORS INTERIOR ELEVATIONS ID 193 ,904 J:\012-10133-000\dwg\Phone III Lobby and Profunction\AREA 1 Lobby\RST ID 1.3.01 ELEV lobby.dwg May 22, 2007 — 6:09pm mvciafardini oLEO Aourcanornymo7 L SEA TURTLE RESORT 1 OCEAN BLVD. pT-102 ATLANTIC BEACH, FL 32233 TRdI Remington Hotels, Inc. 14185 Daas P Ste 1150 Dallas TX 75254�� PLANNING ARCHITECTURE ENGINEERING LEDA DALY INTERIORS EST.1915 PWT—Iw0 i �.Lw7 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 PT-102 70 OPEN TO LOBBY YT-101 PETAL HANW 01 CORRIDOR 065 02 CORRIDO #065 .3.0 SCALE: 3/8"=1'—O" 1.3.0 SCALE: 3/8"=1 —0 Pr-102 DOOR + TRIM )Ed X101 DOOR + TRIM JANITOR MEN'S RESTROOM DOOR TO WATER CLOSET RESTROOM VESTIBULE PT-1� BOH FOUNTAINS MT-101 KEY PLAN DOOR + TRIM KETAL HIMDRAIL OPEN TO LOBBY 03 CORRIDORJ06 04 CORRIDOR065 YOSCALE: 3/8"=1'-0" .3.0 SCALE: 3/8"=1'-0" REVISIONS NO. DESCRIPTION DATE FILE LOG ACTIVITY BY Manager KAC Design AEV,GMG,LAR Draw GMG,LSC Check STAMP PERMIT SET �bq too, 5� Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY AND CORRIDORS INTERIOR ELEVATIONS ID 1 . 3 . 05 L J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.3.05 BOH Elev.dwg May 22, 2007 — 6:06pm mvciafordini O LEO A DALY Company 2007 02 SIM. rOl *N SIM. 1.4.0 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 PT-102 PT-102 OPEN TRY Tw TO BEYOND 101 PT-103 PT-103 di /'IM�UEK RALlNGS INSET PMR ow PyllE Remin ton Hotels, Inc. PT-1o1 MUu� 14185 Das P Ste 1150 �.. �♦ Dallas, TX 75254�� 1 AJ I La)I PLANNING ARCHITECTURE A DALY ENGINEERING ' PT-102 INTERIORS I EST.1915 I CURVED 1 1.7.0 TO LOBBY IRS 5307 E. Mockingbird Lane, Suite 400 HANDRAIUNG ` Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 01 1st FLR CORRIDOR .3.0 SCALE- 3/8"=1'—on PT-101 WAILS PT-103 rF71 rF71 7F] COLUIr01 twu SPA BEYOND REF. PHASE CONSTRUCTION DOCUUMENTS PT-1o2 / TRRI / EMERGENCY PT-102 EGRESS J—/ SPA BOH WINDOWS TO SPA RETAIL VESTIBULE DOOR + 7WREF. ARCH DWGS FOR WINDOWS. 02 1 st FLR CORRIDOR .3.0 SCALE: 3/8'—V-00 KEY PLAN ELEIMTORS SF-104 DOOR + Tw REVISIONS OPEN NO. DESCRIPTION DATE SPA BEYOND TO BEYOND REF. PHASE II CONSTRUCTION DOCUMENTS EXISTING ELEVATOR EXISTING ELEVATOR TO GUEST ROOMS TO GUEST ROOMS K53` 1 st FLR CORRIDOR FILE LOG ACTIVITY BY Manager KAC Design AEV,GMG,LAR Draw GMG,LSC Check STAMP PERMIT SET 03 UNE OF CLG OVER STAIRS MQ-300—WT ( I pT_101 I OPEN TO BELOW WALLS !2 OPEN I I ELEVATOR �J TO BEYOND PT 102 T-A/= TR81 I I Sf-104 DOOR A DOOR A 7W II II Project No. 012-10133-000 I I I RAILING MAY 25, 2007 UNE OF BALCONY PHASE III: AREA 1 MACHINE ROOM ELEVATOR LOBBY AND CORRIDORS TO LOBBY INTERIOR ELEVATIONS 04 1st FLR CORRIDOR Ko5**%N1st FLR CORRIDOR ".3.0SCALE: 3/8'=1 9-0' .3.0 SCALE: 3/8"=1'—O" ID 1 . 3 . 06 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.3.06 1st Fir Elev.dwg May 22, 2007 — 6:02pm mvciafardini O LEO A DALY Company 2007 L_ 1'-oi" O.A. DEPTH „ i" „ 8 GYP CLG GYP CLG GYP CLG 120_590 r 12'-5" L 12,-5" CROWN MOULDING: MT-5 CROWN MOULDING: MT-2 CROWN MOULDING: MT-2 02 TYP. PT GRADE PT GRADE WD FRAME so.o4 TRIM: MT-4 TRIM: MT-4 SEA TURTLE RESORT 1 OCEAN BLVD. ' = ATLANTIC BEACH, FL 32233 LINE OF FRAME BEYOND (.I UNE OF FRAME BEYOND x 1/4- REVEAL IN WD DRYWALL FRAME (TYP) -C1I (VERY LIGHT ORANGE PEEL TEXTURE) Re m i n ton Hotels InC. I GYP CLG GYP CLG 14185 Da§as Pkwy, Ste 11 X50 DRYWAIl = 9'-10 1/2" 9'-10 1/2" 1 r Dallas, TX 75254 (VERY LIGHT ORANGE ' PEELTEXTURE) -- �-------- --------------------------------------- ------ ° - = TRIM: MT-4PLANNING ARCHITECTURE UINE OF INSET PANEL ON FACE PT GRADE WD FRAME i N T IDALY R I O R S N G _ OF PILASTER � " UNE OF PANLING LIGHTING. ® LID A N � '� BEYOND REF LIGHTING SPEC. EST. 1915 I _ DRYWALL ALIGN (VERY LIGHT ORANGE 5307 E. Mockingbird Lane, Suite 400 ALIGNS V SIDE PANEL_ - - PEEL TEXTURE) g = OF EYBROW ARCHTRIM: MT-4 Dallas, TX 75206 USA PT GRADE WD FRAME PT GRADE WD FRAME PILASTER BEYOND Tel 214-526-1144 Fax 214-526-1411 _ ALIGN CROWN MOULDING: MT-2 CROWN MOULDING: MT-2 ALIGN ALIGN PT TRIM GRADE WD FRAME _ PT GRADE WD FRAME ALIGN NOTE: TRIM: MT-4 INTERIOR SIDES OF PILASTERS BEHIND RECEPTION DESK HAVE REVEAL 0O BUT NO RECESSED PANELS. I I EXTERIOR SIDES TO HAVE RECESSED T = PANELS AND REVEALS. N I is LINE OF FRAME BEYOND LINE OF FRAME BEYOND 1/4- REVEAL IN WD 1/4" REVEAL IN WD FRAME (TYP) FRAME (TYP) It DRYWALL DRYWALL I I (VERY LIGHT ORANGE I (VERY LIGHT ORANGE WALLCOVERING PEEL TEXTURE) PEEL TEXTURE) REF TO ELEVATION FOR SPEC. I I I STONE COUNTER W/ BULLNOSE EDGE _ PT GRADE WD FRAME TRIM: MT-4 = UNE OF FRAME BEYOND 0 DRYWALL (VERY LIGHT ORANGE , M PEEL TEXTURE) I TRIM: MT-4 I TRIM: MT-4 I TRIM: MT-4 01 TYP. N N TRIM: MT-4 60.04 ' BASE CAP: MT-1 BASE CAP: MT-1 BASE CAP: MT-1 PT GRADE WOOD FRAME _ PT GRADE WOOD BASE PT GRADE WOOD BASE PT GRADE WOOD BASE BASE CAP: MT-1 9 BASE CAP: MT-1 PT GRADE WOOD BASE It co PT GRADE WOOD BASE KEY PLAN SECTION SECTION SECTION SECTION SECTION r-oi- LOBBY WALLS o2 LOBBY COLUMNS PILASTERS (TYP) , o3 PREFUNCTION PILASTERS TYP o4 PREFUNCTION PILASTERS TYP) (`65 101313Y COLUMNS PILASTERS TYP 1.4.0 SCALE: 1"=1'-0" 1.4.0 SCALE: 1"=1'-0" 1.4.0 SCALE: 1"=1'-0" 1.4.01 SCALE: 1"=1'-0" 1.4.0 SCALE: 1"=1'-0" 8" 8► GYP CLG GYP CLG GYP CLG 12,_5„ 12'_5" 12'-5" WOOD BLOCKING FOR SUPPORT WOOD BLOCKING FOR SUPPORT CROWN MOULDING: MT-2 CROWN MOULDING: MT-5 CROWN MOULDING: MT-5S' WD FRAME DRAPERY TRACK AND FABRIC (NIC) TRIM: MT-4 UNE OF FRAME BEYOND REVISIONS SPECIAL FINISH WALLS DRYWALL REF. ELEV. FOR SPEC. (VERY LIGHT ORANGE NO. DESCRIPTION DATE PEEL TEXTURE) I N TRIM: MT-4 WD FRAME TRIM: MT-7 GYP CLG �l 9,_3" TRANSITION TO IT = EYBROW ARCH —GYP SOFFIT MIRROR BACK OF NICHE IRON METAL WORK OVAL SHAPED PANEL FILE LOG ACTIVITY BY —ADJ 3/8 TEMPERED Manager KAC GLASS SHELVES Design AEV,GMG,LAR RECESSED BRASKETS Draw GMG,LSC 41 PAINT MATCH CASED OPENING Check O J I I Q sf ►7pp CLLI I STAMP it- LIQUOR DISPLAY NICHE 3/8" TEMPERED GLASS PERMIT SET STAINLESS DRINK TRAY. REF. LIGHTING PLAN STONE 2'-7j" STONE 4" 8" 1'„ 3" 9" 00 STONE SLAB AS SCHEDULED. O O STONE COUNTER 1 . 11 = W/ PENCIL EDGE _ -� --------i - ----- 6I PLYWOOD SUBSTRATE 6'� I j N '� II I I I I LIGHTING. Q� REF CONSTRUCTION I I 1.5„ THICK DIVIDER PANELS I I I I REF LIGHTING SPEC. `v- PLAN I I AS REQUIRED TO SUPPORT I I I I �� = I 3/4” STAIN GRADE WOOD TRIM COUNTER. COORDINATE W/ � C I I I L- -- EQUIPMENT PROVIDER i - ANGLED LAMINATE SUPPORTS dj I -1 I - - ( I BETWEEN EQUIPMENT I I WHITE (FRP) I ( _ I I WHITE (FRP) `n I FIBERGLASS REINFORCED I I 1 N I -C14I FIBERGLASS REINFORCED POLYSTER PANELS I I M I I POLYSTER PANELS Project No. 012-10133-000 I WC-102 18"x18" SQ. PANELS MAY 25, 2007 I I I I I I 3/4" STAIN GRADE TRIM AND BASE I EQUIPMENT I NOTE: VERIFY ALL BAR EQUIPMENT AND I I I N NOTE: VERIFY ALL BAR EQUIPMENT AND PHASE III: AREA 1 BY OTHER ' SIZES W/ OWNER PRIOR TO FABRICATION. i I I SIZES W/ OWNER PRIOR TO FABRICATION. BASE CAP: MT-1 LOBBY AND CORRIDORS FOR CONSTRUCTION INTENT ONLY. FOR CONSTRUCTION INTENT ONLY. L r 711 ___--.__-— COUNTER TOP DIM AND/OR CLEARANCES L-------- - --J --------J COUNTER TOP DIM AND/OR CLEARANCES PT GRADE WOOD BASE INTERIOR SECTIONS TO BE COORDINATED AND ACCOMODATE " TO BE COORDINATED AND ACCOMODATE OWNER SELECTED EQUIPMENT. EQUIPMENT 1 OWNER SELECTED EQUIPMENT. 2'-2" REF. SHT. 02/1.2.01 FOR ENLARGED PLAN. VARIES BY OTHER REF. SHT. 02/1.2.01 FOR ENLARGED PIAN. f "" TO 18 SECTION SECTION 12SECTION SECTION ID lAeOl 06 LOBBY BACK BAR �A`D7101313Y BACK BAR 08 LOBBY BAR 09 PANEL C ENTRY SEATING 1.4.01 SCALE: 1"=1'-0" 1.4.01 SCALE: 1"=1'-0" 1.4.01 SCALE: 1"=1'-0" \1".01 SCALE: 1"=1'-0" J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.4.01 Sect.dwg May 22, 2007 - 6:55pm gmgriffin 0 LEO A DALY Company 2007 GYP CLG 12'-5" CROWN AT LOBBY GLC SEA TURTLE RESORT MT-5 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remi n ton Hotels, Inc. S 14185 Dafas Pkwy, Ste 1150 BLOCKING AS REQ. GYP CLG Dallas, TX 75254 GYP CLG 9'-10 1/20 10'-0" CASED OPENING PAINT GRADE WOOD FRAME ARCHITECTURE I 91-3» W/ MITERED CORNERS In ENGINEERING L A DALY INTERIORS CROWN MOULDING: MT-2 EST.191S DRAPERY TRACK AND FABRIC (NIC) TRIM. MT-4 5307 E. Mockingbird Lane, Suite 400 CASED OPENING Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 LOBBY VIP ROOM 0 G � GC-101 ACCENT AT MIRROR INTERSECTIONS (lYP.) 3/8' POLISHED MIRRORS 24'x24"SQ. o � N BASE CAP: MT-1 TRIM: MT-4 PT GRADE WOOD BASE PAINT GRADE WOOD FRAME W/ MITERED CORNERS co io = KEY PLAN SECTION SECTION: MIRROR ACCENT PANELS ro-T C.O. 0 VIP AREA rmAT PREFUNCTION CORRIDOR .4.0 SCALE: 1"=1'-0" 1.4.0 SCALE: 1'=1'-0' REVISIONS NO. DESCRIPTION DATE FILE LOG ACTMTY BY Manager ICAC Design AEV,GMG,LAR Draw GMG,LSC Check STAMP PERMIT SET C y Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY AND CORRIDORS INTERIOR SECTIONS ID 1 .4 . 02 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.4.01 Sect.dwg May .22, 2007 — 6:30pm gmgriffin O LEO A DALY Company 2007 L_ 7-C1-R 7-C1-L FOR O.H. CURVED PANEL END —HANDRAIL TO CONTINUE WD-101 BEYOND TO MEET CODE .o SEA TURTLE RESORT > >/arou HANDRAIL FINISH TO MATCHRAILING1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 7-Ct FORGED RAILING PANEIS or- AR-101 TRIM: MT-7 Rem in�ton Hotels, Inc. 14185 Da as Pkwy, Ste 1150 Dallas, TX 75254 uNe OF erEermw uscH PLANNING ARCITECTURLEFT-HAND SIDE I N T E R I O s OF STAIRS EXTEND � WALL OF NICHE DALY ENGHN EERINCE 0 TO WALL INSIDE WALL SP-103 DT.1915 ? 005307 E. Mockingbird Lane, Suite 400 18b �-�� Ln Dallas, AR-7 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411� a 1 TOP NICHE SS-101 � ALL RISERS ST-101 TRIM: 3'-6• PT-102 GYP INSEE PANEL pT_103 VERIFY DIM. NOTE: yD-101 �Q�L PROTRUDE BEYOND 1. ALL RAILINGS AND HANDRAIL DIM AR-141 1l-6' 6 AND HTS TO BE CODE OMPUANT. MPLY PERSPECTIVE 2 W1ENINGS CODE (NO PEN NG GREATER ro-,****NSTAIR RAILING THAN +roa) Q7.o scaE: ►rrs AF � UNE OF WALL BEYOND KING ARCHITECTURAL METALS HAND RAIL & GUARDRAIL9611 EAST INTE � DALLAS, TX 522RSTATE 308 REF TO 01/1I TRIM: MT-6.7.01 i PH: (214) 388-9834 FX: (spa) 3e8-1048 ensE car: Mr-1 PT GRADE WOOD BAS 70 '� N 7-C.l FORGED RAILING PANELS BLASE do CAP: �. PT-102 10' 4'-0' ro_2 STAIR RAILING COMPONENT K*6� STAIR LANDING o+ STAIR RAILING COMPONENT KEY PLAN �a.o scN.E: � =is—on � SEAN GRADE CROWN MOULDING: AIT-2 � �—STAIN GRADE CROWN MOULDING: MT-2 REVISIONS No. o6cwrraN DATE 0 i fV �i GC-102 FILE LOG LT-30 ACCENT AT MIRROR MOUNT PENDANT INTERSECTIONS Acrnm BY " 3/8' POLISHED 4 ,LA_ "'°"'e°' "'� a, s a, s TEMPERED 2ERED MIRRORS Design „fl,,�.� 0 Draw crac.uc CP-08a �S 12 1.7A 12 - - - —� 13 14 N oma` CARPET LT-30 1.7.0 LINE OF TRIM BEYOND ELEVATOR 'C' ar-102 Pair GRADE TRIM: MT-9awM cry TRIM STAMP 71 NOTE: ADDITIONAL LIGHTING APP REQ. MEP RESPONSIBLE MOULDING HANDRAIL ELEVATOR ELEVATOR ELEVATOR FOR DETERMINING FOOTCANDLES �_,o, MT-101 Iwo ADDITIONAL ur,�mNc. PERMIT SET o� FLOOR PATTERNK6�6KEY PLANKo�7� R CP DEC. MIRROR FASiNER 1.7.0 SCALE: 1/4 =1 -0 1.7.0 SCALE: 1 4 =1 SCALE: 1.7.0 SCALE: 1/4 =1 -0 TEMPERED MIRROR APPROX 240SQ LT-30 e MT-101 MOUNT PENDANT PA0011. PAINT GRADE TRIIA: AtT-9 PAINT GRADE TRIM PAINT GRADE WALL PNNf GRADE WALLSF-104 PAINT GRADE SASE CAP: AR-1 �v PAINT GRADE BASE CAP CP-08 �S 12 SI�1 1J.O 12 SIM12 SIY 1.7.0 12 SIM _ � uooRs + TRU M ��PaKr GRADE wood easE �—Parry GRADE woou BASE � Pt-101 CARPET 12 ELEVATOR 'B' ELEVATOR 'A' � PNM • EQ 31-108 EQ � EQ 2'-2' EQ 8'-I' VIF VARIES VIF NOTE: ADDITIONAL LIGHTING EIEv: 12 SIM. Project No. 012-10133-000 REQ. MEP RESPONSIBLE HAS NO HANDRAIL FOR DETERMINING FOOTCANDLES MAY 25, 2007 ELEVATOR ELEVATOR ELEVATOR Iwo noomoruLL ucfmNc. ri> E LEV: ELEVATOR CAB �z E LEV: ELEVATOR CAB ro_8"*-NFLOOR PATTERN o� KEY PLAN ,o R CP ,.,.o �: 3�8•=,�-o• ,.�.o SCALE: 3/8•=r-o• ,3 SECTION: ELEV CAB WALL ,4 SECTION: ELEV CAB WALL 1.7.0 sciuE: t/4'=i'-0' 1.zo scN.E: 1/4'=1 -o' 1.7.o scaF: t/4'=1'-0' Q. -YOSCALE: t"=1'-0' 1.7.0 SCALE: 1'=1 -o PHASE III: AREA 1 STAIRS AND ELEVATORS ID 1 . 7. 01 NNNIN J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.7.01 Stairs Elevator.dwg May 22, 2007 - 5:59pm mvciofardini oLEO eaurc.OR,."mo7 GENERAL SHEET NOTES MIRRORS ARE MILLWORK F&W MIRRORS ARE MILLWORK 1. REFER 60.04 FOR PLUMBING FIXTURE SPEC. BY GC P-0' BY GC 2. REFER LIGHTING DESIGNER SPEC FOR FIXTURE SPEC. if21H: GC-102 TRIM: GC-103 3.ADA WET WALLS IN TOILET STALLS AND UNRW.S TO HAVE TILE AT A MINIMUM Of 4'-0' PER -39i'-,o' Eo Eo 2'-100 � z'-s• Eo Ea z'-s• 2'- ' '-3• I I CODE. REFER ELEVATIONS. SEA TURTLE RESORT p� 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 o � o IS MEN'S Remington Hotels Inc. 06 � � 14185 Daus Pkwy, Ste 1150 � � � 15 � Dallas, TX 75254 QS�Q] 02 ARCHITECTURE,3 12 15 ,4 A DALY PLANNING � LS ARCXITECTU RE ENCINEE RING INTERIORS 03 03 7 EST.1915 0 0 0 �� o 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 1859' —START FULL BOOR TILE HERE PREFUNCTION RESTROOM #038, 039 RESTROOM #038, 039 ro_144� FLOOR PLANro-iFLOOR PATTERN PLAN 1.8.0 SCALE: 1/4 =1 -0' 1.8.0 SCALE:- 1/4'=1 GYP. BD. cauNc s'-o' M. FLUORESCENT T-5 LOW PROFILE LENGiH AS REQUIRED 513132'-3' '-3' EO E � 513133 EO EQ (3� ' 1'-10' WNi.L 1'-10• '-3' '-3Z/ 5884 (47 O � O O � o 0000.0- No%� o � .0 3r �� S�A �-� Spm_, RSA � � DECORATIVE LIGHTING I \\ I— I DOOR DOOR SW SW � -37 DECORATIVE LIGHTING � LT-25 I I / L) W 7f I if_� ALa W/ WALL --�� '�' SW SW� —�--- ��— ��---10000 00000 )1001 —END OF URINAL WALL a o 0 0 KEY PLAN WALL WALL WALL MtN.L WALL MbY�J. WALL. RESTROOM #038, 039 RESTROOM #038, 039 o� FF&E PLAN o4 RCP AND LIGHTING PLAN 1.8.0 SCALE- 1/4 =1 -0 1.8.0 SCALE: 1/4%l I-on REVISIONS No. oEscamorr DATE WALL 1. 2'-4� 1' '1' ' 29-10 #-3L.' #-3& MIRRORS ARE MILLWORK e• BY GC. 1. 2�_5�• 3_9�• 2�_5�• ,_3� TRIM: GC 103 111111 MINE � -.. I FILE LOG Q SA RSAR� PSA + - ACTWITY SINIC DECORATIVE PENDANT --- � �+.�.e= aec DOOR Design neveMc,wc 18 � LT-37 \\ i � — -- I \ - - ____J � — GYP. 8D. CEILING 22 Fir s'-o' M. or,w crac,LscChe& to � � zt�1e I � URINAL-l��- STAMP WALLS 20 �START FULL o o FLOOR TILE HERE � � 41L L SW WALL SET ST-104 -1 Sep- 18'x9' 'o 'o o • 9 9 o •C) o START FULL -- --��- - � -- OF SMALL FLOOR TILE HER --��,-- STN1S 27 � � GYP. BD. CEILING 9'-0' Hf. 25 Zg DECORATIVE PENDANT WOMEN'S LT-25 � SW SW \ DOOR 1 rw 2431 p�CO 29 FLUORESCENT T-5 LOW � � 6SA —`��c�,$��O�_ �e�—��1� o �� o O o O � O2. 0 0 5 82Fl(2 LENGTH AS REQUIRED (D ;3 1 ar MEMO" 4� MEN"C7 va Ln L-2 5883 (3' EQ EQ 5884 (41 t'-1o' 4'-2' 4'-2' t'-10' '-3 1'-10' 4'-2' 4'-2' t'-1o' Project No. 012-10133-000 17 MIRRORS ARE MILLWORK RESTROOM #064, 066 MAY 25, zoos LOBBY RESTROOM #064, 066 ��-102 RESTROOM 064, 066 RESTROOM #064, 066 0� RCP & LIGHTING PLAN 07 FF&E PLAN 1.8.o SCN.E: t/4'=1' 0 PHASE III: AREA 1 os FLOOR PLAN ro-6 FLOOR PAT RN PLAN ,.e.o �; , 4 a, _o 1.8.0 scn�: t/4'=1'-0' 1.e.o sca.E: 1/4 =1'-0 PUBLIC RESTROOMS ENLARGED PLANS ID 1 . 8. 01 J:\012-10133-000\dwg\Phase III Lobby and Profunction\/1REA 1 Lobby\RST ID 1.8.01 RR.dwg May 22, 2007 - 5:58pm mvciafardini oLEO Aourcwpany:ao7 L SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Remington Hotels, Inc. 14185 Da�as Pkwy, Ste 1150 Dallas, TX 75254 REF. ELEV.. 03/1.8.02 FOR BALANCE OF FINISHES Mosm 1 808 ENGINEERING WD-101'O' ST-104 �-'~ ST-104 A DALY PLANNING ARCHITECTURE INTER100.5 ,RIM + 000R � � TIE ir0e' nF ,nla' nE 1200e' 0 F EST.1915 NC-18 WC-16 NC-18 wC-18 wC-18 IqLcmumWAICOWM WAU,UpypiM MNIl,COVERMIG ST-105 ST-10!', ST-1055307 E. Mockingbird Lane, Suite 400 BASE 6St18' BASE 6'x18' BASE 8'x18' BSE 8•x 8• Dallas TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 WOMENS RESTROOM #038 WOMENS RESTROOM #038 WOMENS RESTROOM #038 WOMENS RESTROOM #038 WOMENS RESTROOM #038 QoiELEVATION o2 ELEVATION os ELEVATION o4 ELEVATION os ELEVATIONSCN.E: 3/8'=1'-0' .8.0 SCALE: 3/8'=1'-0' .8.0 SCALE: 3/8'=1'-0' .8.0 SCALE 3/8'=1�-0' .8.0 SCALE: 3/8'=1'-0' FLOATING MIRRORS W/ FLUORESCENT LIGHTING � WALL BEHIND PENDANT 4'-6' LT-25 1' 0'L 31-6' 11-1'39 t � g• OC-102 60-102 7AM ---------------- Sf-108 MOSC WC-16 E � Sf-104ND-101 wN1C0YF!lNiG DOOR APRON WC-16 TILE 12'x18' TRIM + 6-100 MUMG-100 �o NIo-1M �0 APPLIED TRIM MT-9 MEW WD-101 �C AOA PANE Law,. -lotMIC-18 1'-6' 1' 6 L 4'-0' wAl1 B}NO W,o, WOMENS RESTROOM #038 `""" WOMENS RESTROOM #038 WOMENS RESTROOM #038 WOMENS RESTROOM #038 KEY PLAN CABDU os ELEVATION 027 ELEVATION /"'�wELEVATION os ELEVATION .8.0 SCALE: 3/8'=1'-0' .8.0 SCALE: 3/80=1'-O* \J.8.0 SCALE 3/8 w=1 -0 0 .8.0 SCALE: 3/8'=1'-O* REVISIONS No. orxwrraN Wore Sf-104 IRE 1Yx18' ND-101 Sf-106 ST-106 �-1� TO + DOOR MOW zt6AIC' YO1'x1' lAE 121x18' 6-100 Sf-104 fr10D OOINIIER IRE 126x18' COIMTFR IMC-21 NSC-21 NC-21 IWVI.COVEANIG WIl1AdYB11G WN100YQrIrG ST-105 Sf-106 � �.x��. wgx�g• FILE LOG L 4'-0' 4'-0' Acnvnr BY MWwW iuc MENS RESTROOM #039 MENS RESTROOM #039 MENS RESTROOM #039 MENS RESTROOM #039 Design ^�•�•� ,o ELEVATION » ELEVATIONru ELEVATION 5ELEVATION Draw GMG-LSC .8.0 SCALE 3/8'=1'-0' .8.0 SCALE: 3/8'=1'-0 .8.0 SCNE: 3/8 =1'-0 .8.0 SCALE: 3/B"=1'-0' a� STAMP PENDANT �C WALL LT-37 2'-6' .1.1' 2' 4'-6' e• � PERMIT SET 7RIM 70 + DDDR � qti � sr-ta APPLIED rniM � ntF 125xla' err-s_T __ � y 4- ADA wwa ST-105 IM �,xl M� � �.x��. Project No. 012-10133-000 4,-0, 20-60 1$ 6' MAY 25, 2007 WALL MENS RESTROOM #039 MENS RESTROOM #039 MENS RESTROOM #039 PHASE III: AREA 1 PUBLIC ,+ ELEVATION ELEVATION s ELEVATION E EV TIONSROOMS ,5 , .8.0 SCALE: 3/8'=1'-0' 1.8.0 SCALE: 3/8'=1'-0' .8.0 SCAI.E: 3/8'=1'-0' ID 1 . 8. 02 J:\012-10133-000\dwg\Phase III Lobby and Profunction\AREA 1 Lobby\RST ID 1.8.02 RR-ELdwg May 22, 2007 - 5:57pm mvciotoMini oLEO AourcwWany:ow L PENDANT LT-37 TING i ' s�-o• �3 s�-o• � ' a'-s' wFlRRORS %FLUORESCENTMI �3LIGHTING SEA TURTLE RESORT �� BEHIND PROVIDED BY GC. 1 OCEAN BLVD. TRIM: GC-XX ATLANTIC BEACH, FL 32233 ST-106 MIC-21 AC-103 Remin�ton Hotels, Inc. 14185 Da as Pkwy, Ste 1150 a Dallas, TX 75254 Sh108 IID-101 MC-21 MOSAIC 1'x1' TRIM + DOOR A DALY INTERIORS ING URE ENGINEERING c-11 �ao , 1290 nPPuEo TRIM � COUNTERM 6T.1915 T. �LI y�-�p5 � a 5307 E. Mockingbird Lane, Suite 400 BASE Cx1 Ir Dallas, TX 75206 USA yl Tel 214-526-1144 Fax 214-526-1411 23�_g�- q#_5j• L 4'-0' L MENS RESTROOM #064 MENS RESTROOM #064 MENS RESTROOM #064 MENS RESTROOM #064 » ELEVATION rm` ELEVATIONriq ELEVATION r2oE LEVATION .&0 SCALE 3/8'=1'-0' .6. SCALE: 3/8'=1'-0' .8.0 SCALE: 3/8'=1'-0' .8. SCALE: 3/8'=1'-0' L�L IN ST-104 wC-21 Sf-104 WC-21 TLE 1Yx18' TIE 1Yx18' WNLCOMW X100 G-100 COUNTER COUNTER ST-105 � ST-106 811SE 8'x18' BASE 85c18' 4'-0' L � 4'-0' 4'-0' MENS RESTROOM #064 MENS RESTROOM #064 MENS RESTROOM #064 KEY PLAN r21ELEVATIONK2-2 ELEVATION z3 ELEVATION .8. SCALE: 3/80=1'-O* .8. SCALE: 3/8 =1 0 .8. SCALE: 3/8 =1'-0 REVISIONS NO. oFscwmorr ogre ST-106 M06NC 1'x1' ST-104 ST-104 TLE I , irx�r ,rE 1rx�r COUNTER NC-16 NC-18 a WAICNOW WALWpM a a a ST-105 Sf-106 ST-105 BOISE 6'x18' BASE Bzte' BASE 8'x18' FILE LOG 4'-0' L ncnvm BY mnaw rsc WOMENS RESTROOM #066 WOMENS RESTROOM #066 WOMENS RESTROOM #066 WOMENS RESTROOM #066 °eWp ^EV•GMG•LAR r2i� ELEVATIONK`25� ELEVATION 26 ELEVATIONKi7 ELEVATION Draw �•� SCALE: 3180=1'-V .8.0 SCALE: 3/8 0=19-011 .8.0 SCALE: 3/8 10=11-Ow .8. SCALE: 3/8 =1 -0 Check STAMP PENDANT LT-25 FLOATING MIRRORS 4'-6' 3'-0' 1'-2' 1. 3'-0' L 1 1-21 if. 3'-0 W/ FLUORESCENT LIGHTING 02 BEHIND PaoVIom sr X. PERMIT SET TRIM: cc-jos AAN jos sr-toy 1lE 1Yx18' NC-16 a X101 W& TRIM ST-105 �r-,BA' 89 WC-16 P h�tial w�ucau�c ST-105 MC-16 � BASE 6'x18' Project No. 012-10133-000 4'-0' 4'-°• � � 4'-0' � MAY 25, 2007 � a MIRROR OVER � WOMENS RESTROOM #066 WOMENS RESTROOM #066 WOMENS RESTROOM #066 WOMENS RESTROOM #066 PHASE 111: AREA 1 PUBLIC z8 ELEVATION � ELEVATION 3o ELEVATION 3, ELEVATION E EV TIONSROOMS .8. SCALE: 3/8'=1'-0 .8. SCALE: 3 8 =1 -0' .8.0 SCALE: 3/B =1 -0 .S. SCALE: 3/8'=1'-0' ID 1 . 8 . 03 J:\012-10133-000\dwg\Phone III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.8.03 RR-ELdwg May 22, 2007 - 5:56pm mvciatardini a LEO w aur coMpany moi L 1 _pr TILE RECESSED DOWNLIGHT SEA TURTLE RESORT FLUORESCENT T5 LIGHTING 1 OCEAN BLVD. • LENGTHS AS REQ. ATLANTIC BEACH, FL 32233 "3 REF TO LIGHTING PLAN/SPEC PENDANT FF&E Remi n ton Hotels, Inc. 14185 Dafas P Ste 1150 Dallas, X T 75254�� PLANNING • ARCHITECTURE ENGINEERING MIRROR (BY CONTRACTOR) A DALY INTERIORS LED p�p� SUBS N1TE EST.1915 04 1,84 5307 E. Mockingbird Lane, Suite 400 • TRIM. Dallas, TX 75206 USA TRIM: RESTROOM Tel 214-526-1144 Fax 214-526-1411 GC-103 MEN'S RESTROOM 1,— 2' 11LE SELF RIMMING SINK WITH MOTION SENSOR FAUCET Ld LFAUCET AND SINK M 2'_p= » 6' )fig GLASS PER SPEC WITH POLISHED ROUND EDGE EQ f6' EQ BRUSHED STAINLESS TRASH GROMMET VARIES STAIN GRADE HARWDOOD APRON ' = 4REF TO ELEV. FOR DIM. MAGNETIC 1• PANEL SHELF IN PLACE 77 PUSH LATCH W/ Z—CUPS OR SIMILAR ' ' f r (NO EXPOSED SCREWS IN APRON FACE) • i WALLCONERING s TRASH CONTAINER co s (BY OWNER) Awl Ln N hl .— N UNE OF WALL STAIN GRADE BASE. TYP. FULL OVERLAY DOORS FLUORESCENT LIGHTING MDF SUBSTRATE L161 REF LIGHTING PLAN. 0 NON TILE WALLS JC W/ EUROPEAN HIDDEN HINGES LENGTHS AS REQ. W/EXPOSED EDGES PAINTED BLOCKING OR Z—CUPS AS ITILE � �♦ 01 a, PLATE MIRROR REQUIRED TO MOUNT G0.04 TRIM: MIRROR W/ LIGHTS TO WALL GC-102 WOMEN'S RESTROOM OUTLET BEHIND 49 3h MIRROR gggg 6» 1$—1' 3J' GC-103 MEN'S RESTROOM 1'-10 ' WALL SECTION WALL SECTION WALL SECTION HORIZONTAL SECTION ro-i""'-NRESTROOM: MIRROR SECTION o2 RESTROOM: VANITY SINK to3NNRESTROOM: TRASH RECEPTACLEro4* RESTROOM MIRRORS .8. SCALE: 1 =1 —1 .8. SCALE: 1 r=1 1-1 .8. SCALE: 1 =1'—1 .8.04 SCALE: 1 1/2"=I —0 KEY PLAN REVISIONS NO. DESCRIPTION DATE FILE LOG ACTIVITY BY Manager KAC Design DES Draw DRW Check CHK STAMP PERMIT SET �U A volf Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 PUBLIC RESTROOMS SECTIONS & DETAILS ID 1 . 8 . 04 J:`012-10133-000\dwg`Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.8.04.dwg May 22, 2007 — 5:55pm mvciafardini O LEO A DALYCWW"2007 L 05 WD-101 1 5 GC-104 1 -2 WOOD PILLOW EDGE BLOCKS • " L 5" COUNTER 4"SQUARE SS-01 UNERCOUNTER PLUG STRIP (BLACK) UNERCOUNTER FLUORESCENT LIGHT SEA TURTLE RESORT 1 OCEAN BLVD. Inp GC-104 4"SQ PILLOW EDGE BLOCKS ATLANTIC BEACH, FL 32233 WD-101 RECEPTION DESK DRAWER DRAWER FACE COMPONENTS ALL DOORS TO HAVE Remi ton Hotels, oteIs, Inc.nc. TUMBLE LOCKS. 14185 as P ' Ste 1150 Dallas, TX 75254o ° COORDINATE KEYS W/ OWNER. Go N r o 0 N ADJ SHELF PLANNING ARCHITECTURE ° BLACK MELAMINEDALY ENGINEERING AINTERIORS INTERIOR THRU-OUT ao LinI ° • FULL OVERLAY DOORS W/ EST.191S 26PLJNTH BASE SELF-CLOSING HINGES do TOE KICK (ALL SIDES) PLASTIC BUMPERS 5307 E. Mockingbird Lane' Suite 400 MCCCLINE OF FLOOR Dallas, TX 75206 USA 36 Tel 214-526-1144 Fax 214-526-1411 WOOD TURNED 0. 01111011 LEGS EQ ,v6'-0• EQ ,d4l_08 EQ " 2'-2• 4" 2'-3• f5 ±5n t5 PLINTH/TOE KICK BEYOND WD-101 CURVED SURFACE POWER AND DATA STUB-OUT IN FLOOR ELEVATION SECTION SECTION: 'ACOMPONENT MEN RECEPTION DESK (FRONT FACADE 05 DESK SHELL AND COUNTER o6 STORAGE CABINET01 1.9.0 SCALE: 17" '-0" 1.9.0 SCALE: 1"=1'-0' 1.9.0 SCALE: 1"=1'-0 MAIL SHELVES DUPLEX OUTLET PHONE AND DATA JACKS WO-101 BLACK MELAMINE PHONE AND DATA JACKS FOR EXTERIOR FOR INTERIOR DUPLEX OUTLET EXPOSED SURFACE SURFACES MONITOR MONITOR COUNTER BY OWNER COUNTER BY OWNER SS-01 SS-01 ADA TRANSACTION COUNTER WOOD FILLER STRIP MAIL/ NOTE SLOTS COMPUTER 0 COMPONENT 'C' BY OWNER SIMILAR '� • � FF_- � •oo• .00 F- 77 � WD-01 -39 EXPOSED SIDES OF _ CABINET DRAWER ( ( I I ( � ( ( DRAWER , — WD-101 COMPUTER LEDGE SS-01 COUNTERTOP DRAWER DRAWER goo 11 io DRAWER DRAWER FACE .i o i'�I o �.. ...,....�......r..r.. N ADJ SHELF ° �:'�0; PRINTER ADJ SH o ° ADJ SHELF PRINTER BY OWNER SHELF SHELF i • (BY OWNER) � TRASH N ° _ ° BLACK MELAMINE o o ADJ SHELF • 0INTERIOR THRU-OUT ° ° ° BLACK MELAMINE ADJ SHELF ADJ SHELF _ INTERIOR THRU-OUT 4• 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3' 29-3" 2'-3" END PANEL FILLER STRIP CURVED SURFACEKEY PLAN AS REQUIRED SECTION: 'B' COMPONENT SECTION: 'C' COMPONENT COMPONENT 'A' COMPONENT 'B' COMPONENT 'C' COMPONENT 'C' COMPONENT 'B' COMPONENT 'A' 07 COMPUTER CABINET os PRINTER CABINET ELEVATION: SIMILAR 1.9.o- SCALE: "=1'-0' 1.9.o SCALE: 1"=1'-0' K-ois\ RECEPTION DESK (BACK FACADE 1.9.0 SCALE: 1"=1'-0" DUPLEX OUTLET PHONE AND DATA JACKS PHONE AND DATA JACK OUTLETS STUBBED OUT THROUGH FLOOR REVISIONS // poll �MOW 0 1 NO. DESCRIPTION DATE COMPONENT 'ACOMPONENT 'A' COMPONENT B t COMPONENT '13' t ! COMPONENT C II COMPONENT C t I SIMILAR t t � II t 23 PLAN SECTION: FILE LOG K5�31)ESK COMPONENTS Z'`3" z'-3' ACTIVITY BY 1.9.0 SCAlE: 1'=1'-0' 2'-30 4 L 29_3• KAC Design AEV,GMG,LAR SS-101 Draw GMG,LSC Check STAMP • N SS-01 n14,-114" PERMIT SET N 44" AFF TRANSACTION COUNTER 34" AFF --- — — — — 34" AFF ADA ADA COUNTER COUNTER 36' AFF 36" AFF WORK SURFACE WORK SURFACE COUNTER WOOD CABINET WOOD CABINET COUNTER W/RECESSED MONITOR W/RECESSED MONITOR 27" AFF //^^ YJ PRINTER COUNTER Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 1 LOBBY RECEPTION DESK �5,-�• PLANS, ELEVATIONS, SECT & DTLS • P LAN: ro-4'NNCOUNTER TOP 1.9.0 SCALE: 1"=1'-0" ID 1 . 9 . 01 J:\012-10133-000\dwg\Phase III Lobby and Prefunction`AREA 1 Lobby`RST ID 1.9.01 RECEPTION DESK.dwg May 22, 2007 - 5:55pm mvciafardini O LEO A DALY Company 2007 L M EQ. EQ. � SIM A. .9 .9. �'♦ 06/1.9.02 ,. *ftmmmimmomiWIN! SEA TURTLE RESORT 1 OCEAN BLVD. PUCK LIGHT L –1 1/4" `�:,, ATLANTIC BEACH, FL 32233 Q,1 •9• 7�" STAINED WOOD SHELF ��^,�� REFRIGERATOR VENTILATION OPENING AC-104 �• TOUCH LATCH ON SQUARE DOORS HARDWIARE . Remin ton Hotels, Inc. W 14185 Da as Pkwy Ste 1150 Dallas, TX 75254 k4" STONE TOP PLANNING ARCHITECTURE 02 03 W/PENCIL DRAWER•9• a GRAIN O '9' DOWERS A DALY ENGINEERING DIRECTION / LED X"x INTERIORS T� 1�" H. AIR VENTILATION F OPENING FOR REFRIGERATOR �T•1915 ;f:'..' �,.:• :;.sJ' sJ•1, Y "Q 4. ;.q,.., N,. M' ♦ 01oL1.9.02 04 5307 E. Mockingbird Lane, Suite 400 I AC-107 �^ Dallas, TX 75206 USA FALSE DRAWERVENTILATION OPENING FOR Tel 214-526-1144 Fax 214-526-1411 f i 1 REFRIGERATOR (TYP.) ROUTED PULLS ON SIDE NONE c 1 1 OF DRAWERS BOX do FILE DRAWER 08 • 1 I .9. REFRIGERATOR VENTILATION 4 i1 REFRIGERATOR ® OPENING 1 (EQUIP) 2–0 1 VERIFY DIMENSIONS 711Z-9 DECORATIVE SQUARES ' — ON DOOR (am•) 61�aENLARGED VIP DESK 2'–OM 2'-6 1/2' MIN. 2'-0' AIR VENT/ OPENING FOR ,g•p SCALE: 1 1/2 1$–on (REFRIGERATION) CLEAR REFRIGERATOR Q BOTTOM OF DOOR INSTALL LINEAR VENTILATION/ OPENING •�• IN SIDE OF CABINET FOR 1 01 ELEVATION @ VIP DESK REFRIGERATOR (Y4"x1'-0' INSTALL .9.0 SCALE: 3/4"=1'-0" OPENING TOWARDS REAR OF DESK) 1 <` STAINED WOOD "' STAINED WOOD Kl STAINED WOOD SHELF STAINED WOOD SHELF 0000000 STAINED WOOD SHELF STAINED WOOD SHELF LOCATION OF PUCK LIGHT HARDWIRED PUCK LIGHT do INSTALL TRANSFORMER TRANSFORMER IN ENCLOSED CABINET 7 STAINED WOOD DRAWER STAINED WOOD DRAWER CONCEALED SELF–CLOSING W/ STONE COUNTER TOP PLASTIC BUMPERS STONE COUNTER TOP STAINED WOOD PANEL BEYOND •';k0 :';t;•,,',;,. .:•�.'y: 'ov'i'"': : S°rs•:^i°+'.;; .:y}^1�.':::�.1•.; Nl; • a ;}1i.t°.k •s:,,h..,Xi3m . . :y ; .i: 1 rh a STAINED WOOD BOX DRAWER ♦ 07 7-1 STAINED WOOD SHELF PIANO HINGES ON LOCKABLE DOOR i INSTALL ROUTED PULLS ON SIDE OF DRAWER ADJ. UNDER COUNTER REFRIGERATOR KEY PLAN STAINED WOOD DRAWER DESKTOP. DRAWERS SHALL BE (VERIFY DIMENSIONS WITH OWNER) STAINED WOOD SHELF LOCKABLE e E i' —BLACK MELAMINE Q INTERIOR 6i 6i r OF CABINET. STONE COUNTER TOP Hi STAINED WOOD FILE DRAWER ELECTRICAL DEVICE CUT OUT y,'p...i Y .d+a • v.Y,:¢.•av S7.•1a.R '.ate••• • �'•a'1•'r. .��i FOR PENDEFLEX FILING f (VERIFY LOCATION) .. t � �»»..» .».....,r. ....»........ ...........» ..»»»»». ....»,.»»., .» STONE COUNTER TOP x � PARTITION AS SCHEDULED -R.s� ta+•^Y J6-a v. 1 a�iX1+5 ••i�i''yraev'iv i�i..1':. Z } UNDERCUT FOR DOOR SWING to } tV s AIR VENT r FINISHED FLOOR REFRIGERATOR COUNTER _ i ROUTED PULL ON PENCIL DRAWER �» REVISIONS NOTE: VERIFY REFRIGERATOR DOOR UNE OF CABINET BEYOND 2'-p" 2'-0" SWING PRIOR TO FABRICATION OF NO. DESCRIPTION DATE DESK. CABINET do REFRIGERATOR STAINED WOOD BACK PANEL 2'-1" 2'-1" vir DOOR SWINGS SHALL SWING IN THE SAME DIRECTION. COORDINATE W/ ARCHITECT IF DOOR SWING VARIES. 02 SECTION CSD BASE CABINETS . t*45�3SECTION 0 BASE CABINET o4 SECTION 0 TOWER CABINET roiISECTION 0 WORK SURFACE �.9.0SCALE: 1 I/2"=1 –0 .9.0 SCALE: 1 1/2 =1 –0 (REFRIGERATION) .9.0 SCALE: 1 1/2 NMI –0 (REFRIGERATION) .9.0 SCALE: 1 1/2 =1'-0' FILE LOG ACTIVITY BY mmaw KAC Design AEV,GMG,LAR Draw GMG,LSC Check STAMP ' 2 /"L" SQUARE DECORATIVE METAL Mme" PERMIT SET STAINED WOOD STONE W/ 1/4 RADIUS EDGE . O . } •' MITI `- 1 Y' SQUARE OPENING FOR Y' WD BACK PANEL , ' f AINED WOOD . REFRIGERATOR VENTILATION FITS INSIDE CABINET OPENING. r7 ■co "i »�~»�" • � PULL AS STAINED WOOD SPECIFIED AC-104 r Project No. 012-10133-000 MAY 25, 2007 f 1� 411, os DETAIL @ TOP OF DESK o7 DETAIL @ COUNTER TOP oDETAIL @ VIP SQUA8RE o9 DETAIVIP PHASE III: AREA 1 L @ SQUARE VIP ROOM DESK 1.9._O SCALE: 6"=1'-0" SCALE: 6"=1'-0• 1.9.0 SCALE: 6"=1'–O" (REFRIGERATION) 1.9.0 SCALE: 6"=1'-0" ELEVATIONS, SECT & DTLS ID 1 . 9 . 02 J:\012-10133–000\dwg\Phase III Lobby and Prefunction\AREA 1 Lobby\RST ID 1.9.02 VIP ROOM DESK.dwg May 22, 2007 – 6:30pm gmgdffin 0 LEO A DALY COMM"2007 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Rem i n ton Hotels, Inc. ........ .. X. ...... . ........... Z. 14185 WE Pkw . ... .... x . .. ..... .... . ..... y, Ste 1150 ... ..... . .... Dallas TX 75254 x------H S: ...... PLANNING ARCHITECTURE ENGINEERING A DALY INTERIORS EST.1915 X ...... 5307 E. Mockingbird Lane, Suite 400 -X. ... Dallas, TX 75206 USA ...... Tel 214-526-1144 Fax 214-526-1411 X O .... ........ 0/ 0or x 00, 'oo 0or 0.0'. or/ ... oor 001, 0or 000, Awl x X.AhOnx v 00 .............. C) X ALIGN ALIGN 110 21011 Typ. 0 Typ. Typ. ELEVATOR DR Q 12 L 12 129-7* 4 39 RIUUR —ON ... JL 2 121 KEY PLAN X" ALIGN ALIGN ac, o -X C14 ALIGN EVAT EVAT 01 E B EL A r� CD -C-4 104 ...... .. REVISIONS 11-20 9 .. o' NO. DESCRIPTION DATE 00, 10, 011 LEVEL 1 . 5 01' )6W LOBBY � � �� N-N\1\ 100 1-206 FILE LOG ALIGN ACnVrrY BY 6 Mwaw --X.- O STAIR 00 .... AEV,GMG,LAR a 004 N .. . .... ..... .. .. .. ... . . ... . ...... ..... ... ...... ..... 7, Draw ... ...... .. .. .... . ...... ...... GMG,LSC ------- ../... .... . ...... ..... .. .... .. Fic I Check .... STAMP ............. ......... ....... .............. N ..................... Xx MACHIN VAT ROOM ...... PERMIT SET E C X 10 ...... .... ...... X., .. . ... . . X: . ..... ...... .... ................ n "'k 0* 1 0 Project No. 012-10133-000 MAY 25, 2007 1st FLOOR MEZZANINE CORRIDOR ro-i%"\ ENLARGED PLAN PHASE III: AREA 1 .2.Ojl SCALE: 1/4*-1'-0" LOBBY AND CORRIDORS ENLARGED PLAN: LOBBY & BAR ID 1 . 2 . 01 b J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA I Lobby\RST ID 1.2.01b enlarged.dwg May 22, 2007 — 6:08prn grngriffin 0 LEO A DALY Cw""2007 L MENS GENERAL NOTES 064 IWILlM M1. NEW TRIM STAIN GRADE: BASE/CMR/CROWN X, D001� SEA TURTLE RESORT D1. NEW DOORS: STAIN GRADE 1 OCEAN BLVD. FARM ATLANTIC BEACH, FL 32233 P01. PARTITION TO REMAIN do BE RECOVERED WITH WC-12 0 Remington Hotels, Inc. 14185 Da as P Ste 1150 Dallas TX 75254�� Ln PLANNING 00 ARCHITECTURE ENGINEERING DALY INTERIORS 01 ooF 01 EST.1915 ZOO � 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 t _ t LIQUOR STORAGE Fol I 01 1` 02 .3.0 04 r1F �`r A j �1 w _ 4 AMELIA j t ROOM 01 .I Zo 00" 028 ' 1 I s KEY PLAN ISLAND BALLROM 00, 000, ® 029 01 05 04 -- 03 06 - V-I 08oz 07 FERNANDIA ROOM 035 REVISIONS NO. DESCRIPTION DATE 0 0001, WOMEN'S MEN'S RESTROOM RESTROOM 038 039 FILE LOG ACTIVITY BY BOARD ROOM 037 "m"qw KAC Design AEV,09 GMG,LAR Draw GMG,LSC Check 10 0 12 11 STAMP 0 0 0 01 PERMIT SET F-z Z 7z- z z L Z Z z Z Z z z z z z 13 (0d� 16 14 15 GROUND FLOOR MEETING 01 MEETING ROOMS FLOOR PLAN ROOM D Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 2 MEETING ROOMS & BALL ROOM FLOOR PLAN ID 2 . 1 . 01 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 2 Mtg Rms\RST ID 2.1.01 U PLN.dwg May 22, 2007 — 5:54pm mvciafardini O LEO A DALY Coropa"2007 L GENERAL NOTES 1. REFER SHEET 1.1.02a FOR FLOOR TRANSMOINS. T TER RT SEA URL ESO or 7-7 111 1OCEAN BLVD. ATLANTIC BEACH, FL 32233 00, 0 : :. ? : 4 v Remin ton Hlotels Inc. oo, 0 14185 D as Pkwy, Ste 115 Dallas, TX 75254 PLANNING ARCHITECTURE OOF N EGINEERING A DALY ,NTE 10 01 X EST.1915 /10v. 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA 0I Tel 214-526-1144 Fax 214-526-1411 00 00/ 00, 00'... z 00, 0 01' 00, X 0I ev, -AL4 74 A L.......ft............a 1w 001, SOL— CARPET 11 0I OOF KEY PLAN or CARPET P 0 REVISIONS CARPET 0 NO. DESCRIPTION DATE P-0 1101, 01 CARPET FILE LOG ACTIVITY BY 0 00, Mwww KAC Design AEV,GMG,LAR • Draw GMG,LSC Check STAMP 00/ e PERMIT SET 7' CARPET A10 -0 t; GROUND FLOOR o1 MEETING ROOMS FLOOR PATTERN PLAN 9 roi Pect No. 012-10133-000 \�.�J.o SCAT 1/8 =1'-0' MAY 25, 2007 PHASE III: AREA 2 MEETING ROOMS & BALL ROOM FLOOR PATTERN PLAN El E3 ID 21. 1 . 02 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 2 Mtg Rms\RST ID 2.1.02 FLR PATr.dwg May 22, 2007 — 5:53pm mvciafardini 0 LEO A DALY Company 2007 L GENERAL NOTES 1. REFER TO FF&E BINDER FOR FURNITURE SPECIFICATIONS. 01 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 0 Remington Hotels, Inc. 14185 Darras P Ste 1150 TX 75254�� Dallas, 000r of PLANNING ARCHITECTURE ENGINEERING wED A DALY INTERIORolS 0o, 000F EST.1915 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 oo o z x N\ a \i. I 1' MTR-700—ART MTR-701—ART ol �f s KEY PLAN 011 oo, MTR-702—ART REVISIONS MTR-703—ART NO. DESCRIPTION DATE FILE LOG ACTIVITY BY Manager KAC Design AEV,GMG,LAR Draw GMG,LSC MTR-704—ART '00oo 0o, olo Check STAMP O O O ol PERMIT SET oo o" ol GROUND FLOOR Ki1 MEETING ROOMS FF&E FURNITURE PLAN Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 2 MEETING ROOMS & BALL ROOM FF&E FURNITURE PLAN ID 2 . 1 . 03 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 2 Mtg Rms\RST ID 2.1.03 FFE.dwg May 22, 2007 — 5:53pm mvciafardini a LEO A DALY Company 2007 L_ Ali, no 0-3 rou p OF aw LAiAl Per, WA j APO /rA/A/A ,,1,0'A VAA 6/4 PA/ZA/Ad,A P"O' I zrzzzzzy,, 11-7.11F RN T,ArAl MEMO 0 RM I FM 4r_f7v D. W, OVA WANAdWE E3 W.U.N.M.. pppl PM 10, PC For F'A Iloilo JIM him lismorg. Vol �� '� G ii■i�■■i�—■��■:■■■gnu �� Will 13101111 ►-:. % NONENo ■■ : ii■■o■■o■■■r..�■o a �� Illamm =,� 0, 1911&I o ■■ lisammiumawmamammI LE M M M 10 M N M,ory,511111 M N M 0 M iii Oman manna 11111Holl Oman Emmmm Oman RmummmMENNEN o■ 1111111111MEMMENEEM M 1110 MEN lism NJ HOME 1110 � llIUMMIUMBEIMUMBEE 111MMMUNIUMMUMUME 1110 WAA Oman WA Roan 1T.M1 4 oona ON mannam aFP ■■oo■■ ��.K YU JAC4 W4A Wj:Ar&YMA VA0301 ORA FA&O 10 . :: �J�i��►.�� // Mann JIM •ori . MENNEN /i ll�, �/ �iji� VAJ dEWAM 1 WNWAR offiffid BY ,S SEEM mommollANNE Boom NOME AMMON Emma I 14:11110 8*1111649 Lots]0 a W,W13 z I MENEM "�^'J■■\iii■■■■■■■■D■II p CARD] • � � e . . � � i■■■■■■■■■■■■■■■■■iii INA 111110 wo-tot 9'-10 1 2' Tr4m 9'-4 1/2w WC-13 SEA TURTLE RESORT wKtS Pr-t04 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 W 15 G1'p 9pFFlf DR + 1RM PT-104 APPLIED -"�t MOULDING: Mf-9 GYP SOFrR w1m 1R4e185IDa�asoton Hotels,1150 11 TRW CHAIR MOULDING: Dallas, TX 75254 Alf-8 PLANNING ARCHITECTUR WC-13 La)A DALY EN CENIORSNCE ■N1S 6T.1915 0-150 1RY 5307 E. Mockingbird Lane, Suite 400 ELEVATION ELEVATION ELEVATION ELEVATION Dallas, TX 75206 USA ro-i AMELIA #037 02 AMELIA #037t*6�3AMELIA #037 K*6� AMELIA #037 Tel 214-526-1144 Fax 214-526-1411 .3.0 SCALE: 3 8 -1 =0 .3.0 SCALE: 3/8 w=1 1=00 .3.0 SCALE: 3 8 -1 =0 .3.0 SCALE: 3/8 8=1 I=0 00 ELEVATION ELEVATION ELEVATION ELEVATION Ko� FERNANDIA1038K56--� FERNANDIA1038 &o7FERNANDIA 038 oe FERNANDIA 038 SCJILE 3 8 =1'=0 .3.0 SCALE: 3 8 =1 =0 GLLE: 3 8 =1'=0 .3.0 SCALE: 3/8'=1'=0' KEY PLAN ELEVATION ELEVATION ELEVATION ELEVATION roq- FERNANDIA #039K-1-o"NFERNANDIA1039 - K-1-1---NFERNANDIA #039ruFERNANDIA1039 .3.0 SCALE: 3/8'=1 =0 .3.0 SCALE: 3/8 a=1 9=09 .3.0 SCALE: 3/S'=1'=0 .3.0SCALE: 3/8'=1 =0 REVISIONS No. oEccwmoN oerc io SCONCE (IYP.) LT-21 Jur- 70 C) FILE LOG Acnvnv BY °D Manager uc Design AEv.cMc,uR Draw cMc.Lsc aux 4C sk STAMP ,3 MEETING ROOM D 029r14 MEETING ROOM D #029 .3.0 SCALE: 3/8'=1'=0 3.0 SCALE: 3 8 =1 =0 PERMIT SET 0�0 Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 2 MEETING ROOMS & BALL ROOM INTERIOR ELEVATIONS WINDOW REF. EXTERIOR DOORS ARCH. DRAWINGS REF, ARCH. DRAWINGS rs MEETING ROOM D 1029 rs MEETING ROOM D1029 .s.o scuE: see•=,'=o• �.a SCALE 3/8•=,1=o• ID 2 . 3 .01 J:\012-10133-000\dwg\Pha9e III Lobby and Prefunction\AREA 2 Mtg Rma\RST ID 2.3.01 elevdwg May 22. 2007 - 5:52pm mvCiafaMini eLEO AoAircanwnysom 1. afl+oa (trP.) PT-104 LT-20 CL6 + SOFFlf 12'-0N Pf-104 05 1YP. CLG + SOFfI� 10'-6' SEA TURTLE RESORT 1 OCEAN BLVD. W150 ATLANTIC BEACH, FL 32233 11111 WC-12 =NCE (TV.) Re8i � onHoteS, IfC. WALL uzt Remington Dallas, TX 75254 WD-150 PLANNING ARCHITECTUG La)A DALY EN E'RIO SINCE 6f.1915 Tw%IN 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 o, ISLAND BALLROOM 1036 K- 02 ISLAND BALLROOM1036 1.2.3.0 SCALE: 3/8'=1'-0' .3.0 SCALE 3/8'=1'-0' WC-12 WC-12 OPF1bIBE X1115 DOORS I O6 06 MID-151 77 ypygpLE PARTITIONS MOVABLE PARTITIONS DR + TRIM BEHIND DOORS BEHIND DOORS APPLIED MOULDING K-o-3--*NISLAND BALLROOM 1036 .3.0 SCALE: 3/8'=1'-0' KEY PLAN REVISIONS NO. DESCRIPTION DATE 3 a L rT FILE LOG ACnmry BY Mw+e: me o+ ISLAND BALLROOM J036 � ��,� .3.0 SCALE: 3/8'=1 -0' I ♦ o.,. cMc,Lsc GYP CLG ao* '-5' 12 CROWN MOULDING: ATT-5 sunw � 1 \�04 APPROX. 4' FLIPPER PANEL TO RECEIVE '""" P"R"0°" PERMIT SET os !_CW11R RAIL- MT-8MOVEABLE PARTITIONS HEAVY DUTY MAGNETIC DOOR � � CATCHES AT INSIDE FACE PMR�IIOIJ SHOWN (AT TOP/MIDLE/BOTTOM � CUT DOOR FOR urnr IN OPEN POSITION AS REQUIRED TO SECURE DOOR) FINGER PULL .,..---PAINTED GYP. BD. j OPENING WITHIN CLOSET (DARK BROWN i0 MATCH WOOD • FINISH) o NOTCH BASE Project No. 012-10133-000 �is N 0 _.` "' 7o ACCOMODATE MAY 25 01 DOOR SPYING , 2007 � — APPROX. 1 Xt� APPROX. 4' FLIPPER PANEL BASE BASE 1 I WOOD pppp yy/ W/CONfINUOUS SELF CLOSING E AT WALLS PHASE III: AREA 2 � 'BASE CAP: MT-to wALLCOVERING HINGE PNMT TO MATCH AND 000Rs MEETING ROOMS & BALL ROOM PT GRADE WOOD BASE wOVERING• SELF CLOSING INTERIOR ELEVATIONS & SECTIONS EQUAL EQUAL 9 PHOT HINGE ANNE MEMO## SECTION OF DETAIL ID 2 . 3 . 02 CEILING 05 WALL SECTIONK`O6TYPICAL PARTITION DOOR TRACK o-7 TYPICAL PARTITION .3.0 SCALE: 1'=1'-0' .3.0 SCALE: 1'=1'-0' .3.0 SCALE: t'=1'-0' J:\012-10133-000\dwg\Phase IA Lobby and Profunction\AREA 2 Mtg Rms\R5f ID 2.3.02 elev.dwg May 22, 2007 - 5:51pm mvciafardini oLEO wourc.w"M:om SF-104 SEA TURTLE RESORT 1 OCEAN BLVD. ATLANTIC BEACH, FL 32233 PT-101 NNl1S Remington Hotels, Inc. � 14185 Da as Pkwy, Ste 1150 Dallas, TX 75254 La)A DALYLANNING NT RIORSNGE EST.1915 5307 E. Mockingbird Lane, Suite 400 ELEVATOR ELEVATOR Dallas, TX 75206 USA Tel 214-526-1144 Fax 214-526-1411 ELEVATION ELEVATION o, @ ELEVATOR LOBBY oz 0 ELEVATOR LOBBY .3.0 SCALE: 3/8'=11=0' .3.0 SCALE: 3/8 =1 9=0 MAGAZINE FUCK EXISTING COLUMN _I�Y�� REVEAL 04 03 WALL BEYOND 4.0 4.0 MD-200 ................. W-101 �wpgK + TMlow � �� GRAIN DIRECTION LEATHER fFdcE —MAGAZINE RACK MAGAZINES FOR �-OPEN � � MAGAZINES ~ TOWEL DROP �y 4,�p � rffl 02 � � ADJ. SHELVES FOR � ND-200 o FRAME WOOD PANEL m pg 4A MEOW4A TOWELS GIB1Et � MOUNTED W/Z 4.0miki — 0.0 I i TRASH OPENING FALSE DOORS/PANEL � CUPS ' WATER DISPENSER E42 b CABINET DIVIDER N ADA REFRIGERATOR RECTI BASE AS SCHEDULE COORDINATE MILLWORK BOH %� —mobs. SWING� �� 02a 05 RDOORGERATORw e44 p'_p• SLIDING DOOR 4A 4.0 ELEVATION ELEVATION ELEVATION ELEVATION 530 ELEVATOR LOBBY o4@ FITNESS CENTER rm@ FITNESS CENTER rw@ MAGAZINE RACK .3.0 SCALE: 3/S'=1'=0' .3.0 SC/LLE: 3/8'=1'=0' .3.0 SCALE: 3/8'=1'=0' .3.0 SCALE 3/8'=1'=0 KEY PLAN wo-2oo � 10 gra 4.0 PT-2W REVISIONS wN1S \ I I i 1 iYP � /� /� \ No. oEscwrnon onh i PT_2DI ANGLED MIRROR ANGLED MIRROR ANGLED MIRROR ANGLED MIRROR 1811 W/ TRIM W/ TRIM W/ TRIM W/ TRIM ELEVATION ELEVATION ELEVATION FILE LOG 6o—� @ FITNESS CENTER K&e 0 FITNESS CENTER os @ FITNESS CENTER .3.0SCAIF: 3/B'=1�=0' .3.0 SCALE: 3/8'=1'=0' .3.0 SCALE "C`"Vm` BY Dewan ar Draw oRw Obrk CHK STAMP PERMIT SET h` Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 3 FITNESS CENTER INTERIOR ELEVATIONS ID3 ,9101 J:\012-10133-000\dwg\Phone III Lobby and Prefunction\AREA 3 FITNESS CENtER\3.3.01.dwg May 22, 2007 — 6:13pm mvciofardini o LEO e wur cw" Y xow L 'roe \ 4e % w I N SEA TURTLE RESORT 1 OCEAN BLVD. 3/4" TH. SOLID SURFACE .0 'e- 3/4" SOLID SURFACE 3/4" STONE W/ BUILT UP EDGE W/ RADIUS EDGE W/ RADIUS EDGE ATLANTIC BEACH, FL 32233 A lee v a ==us Re ton Hotels, nc. PULL AS SPECIFIED PULL AS SPECIFIED STAINED WOOD DOOR R STAINED WOOD DOOR in b5as Pkw W/ WOOD INSERT W/ WOOD INSERT 14185 y, Ste 1150 -ADA REFRIGERATION (EQUIP.) Dallas,, TX 75254 BASKET BY OWNER - --- VERIFY DIMENSION STAINED WOOD STAINED WOOD PLANNING DOOR W/ WOOD Q DOOR W/ WOOD ARCHITECTURE ENGINEERING I --STAINED WOOD INSERT INSERT I X" ADJUSTABLE WHITE ADJUSTABLE WHITE C�l 6 6L A DALY INTERIORS MELAMINE SHELF W/ MELAMINE SHELF W/ Li VENTILATION SLOTS U0_ NWHITE MELAMINE RECESSED STANDARDS WHITE MELAMINE RECESSED STANDARDS EST.1915 SHELF/INTERIOR SHELF/INTERIOR INTERIOR =0 IC4 5307 E. Mockingbird Lane, Suite 400 0 =0 PULL AS SPECIFIED Dallas, TX 75206 USA ADJUSTABLE SHELF Tel 214-526-1144 Fax 214-526-1411 DRAWER DRAWER 0 0 0 0 0 0 v F_ 0 0 11 U Lin H= 0 0 1 0 01 49 3k RE: 05/3.5.01 LINE OF STAINED WOOD 3 3w 1 19-611 3* 30 10-6w 3 FOR LOWER 2 2'-p' 2'-0" 2 9_011 CABINET DETAILS PANEL BEYOND L SECTION CUT OUT FOR S rO2a rO3SECTION @ BAR—REFRIGERATION K002 ECTION @ CABINET ECTION @ CABINET @ TOWEL TOWER \�A N=11_011 $-on \k.4.yO 11 10=11-010 ELECTRICAL DEVICE '�.OSCALE: 1 1/2 \kAJ.0 SCALE: 1 1/2%-1 SCALE: 1 1/2 =i'-om \k.4J.0 FOU: 1 1/2 —STAIN GRADE HARDWOOD. STAIN GRADE VENEER ON EQUIP. WATER DISPENSER, FINISH PER SCHEDULE PLYWOOD. I I VERIFY DIMENSIONS RE: 03/3.4.01 FOR UPPER FINISH PER SCHEDULE CABINET DETAILS 0 0 210 2" 0 0 LINE OF WOOD PANEL 0 0 BEYOND 2,-p„ 0 0 STAINED WOOD BACK PANEL .. 07 PLAN VIEW @ MAGAZINE TRASH OPENING .4.0 SCALE: 30=1'-08 (RACK) L _J I STAINED WOOD a 1 0 -H -H 2 I-ON TRASH BOX BY a CONTRACTOR 8 � SECTION @ WATER DISPENSER TOWER V_ STAINED WOOD DOOR W/ A K*o4 KEY PLAN 'I WOOD INSERT \��.4.0 SCALE: 1 1/2'=1'-0" C4 —WHITE MELAMINE CNI STAINED WOOD DRAWER SC \r an 3k Ph a 1h artAWED 3 ANED WOOD $-ON ........... 2 86 REVISIONS NO. DESCRIPTION DATE 05 SECTION @ BUILT IN MILLWORK a I SCALE 1 1/2 LA YO -J0 11 C0 —-J a oe DETAIL @ TOWER TOP �.�4.0 SCALE:E- 61P=11-0a r02a*N 3/4" SOLID SURFACE FILE LOG W/ RADIUS EDGE 3/4" STONE W/ ACnVrrY BY RADIUS EDGE ManW KAC REFER F_ FOR FINISH.ELEVATIONS DeWgn DES . . . . . . . . . . Draw DRW a* PAINT FILLER STAINED WOOD • VENTILATION SLOTS TO MATCH CHK • WALL 000 STAMP 2.61* MIRROR W/ POLISHED U: EDGES 7"It LINE OF FRAME BEYOND PERMIT SET 3" V.I.F. 38L SECURE W J AT CORNERSTO ALL STAIN GRADE PULL AS SBC W1 BLOCKING L SPECIFIED ,STAIN GRADE ro_q`� DETAIL @ COUNTER TOP FLAT TRIM \k.4.yO SCALE: 6 11=16-011 LINE OF WALL a 2" MIRROR W1 POLISHED 60 EDGES STAIN GRADE TRIM <p A`0 VERTICAL SECTION HORIZONTAL SECTION rmENLAREELEVATION— rio` @ MIRRORS K_11�� @ MIRRORS \�A.YO SCALE:- 1 1/2"=1'-0• .4.0 SCALE: 1 1/2'P--1 P-01P �3�.4.0 SCALE- 3%1 I-on Project No. 012-10133-000 MAY 25, 2007 PHASE III: AREA 2 FITNESS CENTER SECTIONS ID3 .4 . 01 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\AREA 3 FITNESS CENTER\3.4.01.dwg May 22, 2007 6:12pm mvciafanfini 0 LEO A DALY CWW"2007 JENSEN .♦ } rx 1 : SEA TURTLE RESORT 1 OCEAN BLVD. 1 1 ATLANTIC BEACH, FL 32233 F� 1 SW 1 h Reminton Hotels, Inc. 14185 DAlas Pkwy, , ;, .. Dallas Ste 1150 1 a s, TX 75254 K, + ++. ```+ ♦ + PLANNING , «« . a„« z, ARCHITECTURE UR E ENGINEERINGC „ i A DALY INTERIORS z • h ;3 � EST.1915 :i i 4 ' 5307 E. Mockingbird Lane, Suite 400 Dallas, TX 75206 USA �\ Tel 214-526-1144 Fax 214-526-1411 :A � ,,.� +hH\;M1i1Y. .\�,\.'i,\!ili��,�\,+,+,♦�,��';�� ,'\+'`t'\i,��A� '1'V +, « :,\�`.�,\`y „ i..a h~, v•v ”, ,f•,`Y''`�' x ?C+ l4�`^G , , S.c •�, 2 � as^` � : i aWIN ` c 'e'' s° OOOF Fri z, �, ,,,,,, ,,, � }`�,��i SA ♦ ,:} ;```fir ' } 2` h e„ xfi l Ell, : 30 24 24 \ a A* 1..32 ,� � �� °� �.,: _•:_�`«..«,,..«,..«,,.,,,,««. ..,,,y � .. cill aw ertum �Llw SA ' A a`�., .. .« yip ' `+ d f'��• , ♦M1 \ N A.« «.« LII " � a SWz� ............................,,..L33 EQ EQ h L35 L14 on L2 SA I `� L34 L15 SA ? 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DESCRIPTION DATE % 00 R \k s SA2 6g SW S 10000 \ o 00, 1 1 • FILE LOG _ +@ i3 :, 8 X. : \\\\\ \��\\\ \\ \ \\\ \�.\ �?z`�`fi`,;.�"; ,\�\.ti\,e`,... . titi� . \��\�ti\ r� ` ICAC } \.\ +� E ` E fi` �.` ice+, aRRRReIeeleeRR,,,,aa.,aa,. ,..,.....,,,,.,a..a. :�,,,..•,,,aaa«aaaaa,,,.,«.,,, ♦ ', DeWJ ♦ Q +C \ �., �.�o ti + ., \• ''„ 1 �A6 r::� �,,, � ««�,.., } r :, � Dom, DRW i Z L2 H Cn«x CHK Stu 1 1 1ooli EQ EQ ` STAMP 1 I qy k\ s on L22 k Sw SA2 SI��i�\� \�� \ a` c*� ai. iai �z4\��lal\\`iza` .`\\`\\\\\\\��a." \ ia ��za`��\\\\\ti\\� \ a`�`�CYl�a\\�Y �S�\` _ _ _ _ _ _ _ _ _ _ mee _ _ _ _ _ _ imillin r roil L28 '� :� L22 PERMIT SET SA • 1.8.0 :;\ � . � SA Stu SW SUJ SW SW on SA SA SA SA 8A SAJill 8A SA 8,4 LZ3 SA SA SA 24' 24" 24" 24' [24n[24*[ 24" 24" -- 1111,W111 1011 Ww I �.;,\`�,�`\��,\\`+\\�.z,+a`\�\\l `i�Z .��,,,,,'\�:,z \\ �,,,zza�+�\�'�cv �,•,,�' � ,za�`�.\��„�\,\:+\;\\ \, \ ::::�z`z\�\'\`�.z, \,•„ +.�, , `.`ti`:i.+..,,, , oo 4 I � GROUND FLOOR I o1 LIGHTING PLAN }, L1.01 SCALE: 1/8'1'-0" Project No. 012-10133-000 ti MAY 25, 2007 I PHASE III: GROUND FLOOR LIGHTING PLAN I � y RRERSE WWWWWR 1 I I L 1 .01 J:\012-10133-000\dwg\Phase III Lobby and Prefunction\Lighting\SEA TURTLE LIGHTING PHASE 111.dwg May 22, 2007 — 6:10pm gmgrTffin 0 LEO A DALY Company 2007 I I I I r I I SEA TURTLE RESORT 1 OCEAN BLVD ATLANTIC BEACH FL 32233 I ReminAton Hotels, Inc 14185 Da as Pkwy Ste 1150 i Dallas TX 75254 LWA DALY 5307E 75206bud Lane Suite 400 Dallas TXX 75206 USA Tel 214 526 1144 Fax 214 526 1411 i 36--_�— 9A2 9.d.7 9.47 SA2 BA2 , S/ SA m 4� 9W EQ�--Eq 8W Eq 91U Eq SW 8W 9W �� ' 9A A 0 5 A Ec Ep EQ Eq EQ — Q 8 EO 18 EQ B SA LBH EQ EQ EQ i y ' KEY PLAN I i i i I REVISIONS FIRST FLOOR oi-_CORRIDOR TO SPA LIGHTING PLAN - Li 02 SALE 1/16=1—0 I -- I I i FILE LOG I i PERMIT SET I II I I I I Project No 012 10133 000 MAY 25 2007 i PHASE III FIRST FLOOR LIGHTING DESIGN I j L 1 02 j J\012-10133-000\dwg\Phase IN Lobby and Pmfuncbon\bghbng\SEA TURTLE LIGHTING PHASE NI dwg May 22 2007—611 pm gmgnff n ra m KEY NOTES Sea Turtle Resort 0 Hotel 8" 8" 8" Ashford Hospitality Trust » » 8 a 8„ 8» 8» s p ty 14185 Dallas Parkway _ 2 1/2" MIN. FOR 2 1/2" "(MIN.) FOR Suite 11 00 BEYOND SHAFT DRILL & = _ K & H SERIES EPDXY 4—#9 x 4'-0" SHORE SLAB UNTIL ,j EXISTING WALL " 4" MIN. FOR K & H SERIES DOWELS TO MATCH BEAM NEW BEAM REACHES STRENGTH BEAM EXTENDS 2—0 ;';' 4 (MIN.) FOR Dallas TX 75254 �� 2-#9 � �,�;, BEYOND OPENING #4 f�1 (� g" LH & DLH SERIES "LH & DLH" SERIES 9 REINF. (6 EMBED RE500 FIELD BEND ONE HOOK ' EXISTING ( ) ADHESIVE) �' %' , SLAB 2 MIN. _ 3/8 STIFF PL 1/4 ( ) 1/4 _2„ MIN. SIZE AS REQ D. TOP OF STEEL BOTTOM OF DC CO C_ EL., SEE PLAN _ 4-#9 n I I C, -- - ROUGHEN SURFACE TO 4_#9 F--I -- -- oo Z 1/4- MEAN AMPITUDE � » 4—#9 L__J I I / ROUGHEN SURFACE TO w w #5 ® 6 # a 1/4- MEAN AMPITUDE L w O re 4—#9 U "' I _w 700 Milam Street Z -- O✓ �,� Suite 400 k3_JELEVATOR SHAFT #5 ® 6" 1 1 #5 0@ 6" - Y - EM Houston TX 77002 EXISTING WALL _ I WITH 4 1/2" EMBED IN /. #5 L ® 6" o z d W o Telephone hone 713.228.8050 TO BE REMOVED HILTI RE 500 ADHESIVE �J _ ensler Facsimile 713.229.9343 2-#9 n 1 I (FIELD BEND HOOK) 77 i: L7 j j. I I EPDXY AROUND WITH 4 1/2" EMBED IN z o' (2) L 1 1/2 x 1 1/2 x 3/16 BRACE' - J DOWELS / HILTI RE 500 ADHESIVE WELD TO JOIST AND PLATE Y " AFTER DEAD LOAD IS IN PLACE o PROVIDE 4 1/2- EMBED o`` IN HILTI RE 500 ADHESIVE FOR ALL 5 DOWELS C-,4`o 3 8" PLATE (EA. SIDE) # Al CENTERLINE OF COLUMN N LO JOIST TO BEAM CONNECTION JOIST TO COLUMN CONNECTION AT ROOF 01 TYPICAL DETAIL 02 TYPICAL DETAIL 03 TYPICAL DETAIL 04 TYPICAL DETAIL 05 TYPICAL DETAIL Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 L3x3x1/4 Dallas, Texas 75254 4„ 4» Thornton Tomasetti 0 _ _ _ _J B/DECK Structural Engineer 2 1/2" "(MIN.) FOR EL. = 32'-6" 12750 Merit Drive K & H SERIES " MIN. FOR o I I I SHEAR CONNX. PER Suite 750 4 4" (& DLH" SERIES W1 o GENERAL NOTES Dallas, Texas 75251 I I I I W10 PER PLAN I I Thompson Company 2-(MIN.) 111/4 T/EXIST. CONC. I I MEP Engineer T/EXIST. CONC. I EL. = 34'-3" L3x3xl/4 0 BEAM 50 Technology Parkway, South EL. = 349-3" Norcross, GA 30092 1 1/2" METAL DECK I I 1 1/2" METAL DECK 1 1/2" METAL DECK I I i I I EXIST. METAL DECK ' � I B/DECK I I I I N� _ _ _ _ B/DECK EL. = 321-6" I I EL. = 32'-6 1 1/2" METAL DECK o T/STEEL BEAM I I N o 0 o EL. = 27'-6 1/2" (V.I.F.) _� I " / 0 2 L3x3x 1 4 BRACE - WELD I » _ __ __ B DECK " 01 3/8" STIFF PLATE TO JOIST &PLATE AFTER Y= L6x4x1/4 W/ 5/8 DIA. EL. = 27-6 1/2 EA. SIDE Consultants to Remington Hotels, LP -------------- DEAD LOAD IS IN PLACE o HILTI KBII W/ 4 EMBED o W12 PER PLAN » Z PL-3 4"x12"x1'-o" w I I CEI Engineering Associates, Inc. 3/8 PLATE (EACH SIDE) N� W12 / » / I I EXIST. W14 AT CENTERLINE OF COLUMN (4) 3/4 DIA HILTI KBIT N� x 4 3/4" EMBED I I Civil Engineer I I ( 4475 U.S. 1 South Suite 301 JOIST TO COLUMN St. Augustine, FL 32086 CONNECTION AT ROOF Leo A. Daly 06 TYPICAL DETAIL 07 DETAIL 08 DETAIL 09 DETAIL 10 DETAILInteriorD iDesigner The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 W10 B/DECK W10 OR W12 B/DECK EL. = 36'-10" EL. = 36'-10" 2L Issue Date&Issue Description By Check L2 1/2 x 2 1/2 x 1/4 L2 1/2 x 2 1/2 x 1/4 A 03,02.07 ISSUE FOR PHASE 3 FWNDA7 ON & STEEL PERU BRACE (5K C OR T TYP.) BRACE (5K C OR T TYP.) W10 OR W12 B/DECK EL. = 32'-6" W10 B/DECK V) EL. = 32'-6" STAIR POST II EXIST. 1 1/2" DECK I I MC6x15.1 BETWEEN EXIST. I I STEEL JOIST II W10 B/DECK EL. = 27'-6 1/2" (F.I.F.) EXIST. 14H NEW L2x2xl/4 EA. SIDE OF JOIST FROM POST BEARING TO BOTTOM OF PANEL POINT ELEVATORCORE BRACING ELEVATOR CORE BRACING DETAIL " _ " " _ -0" SCALE. 1/2 - 10 SCALE. 1/2 - 1 13 SHEET NOTES Seal/Signature fProject Name Sea Tide Resort Ashford HoWkdity Trust IProject Number 02.5635.000 CAD File Name SO4-03 (Description SECTIONS & DETAILS (scale Al SO4mO3 02005 Gensler I Gensler Architect 77 e e s o 700 Milam Street Suite 400 Houston, Texas 77002 713 ,922808050 Hotel I enovation Thornton Tomasetti r Structural Engineer 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 � 972-387-8393 Phase III Foundation Structural Steel Issue for Permit 03 . 02 . 07 1 Ocean Boulevard Atlantic Beach , Florida 32233 Duval County GRAPHIC SYMBOLS (k`;"kONw1w.) GRAPHIC SYMBOLS VICINITY MAP t G"4 RA OP"H I w0a"0"' S Y M B 0 Lb" 0 N I k2 DRAWING INDEX Z� ZLZ� ELEVATION INDICATIONS POWER & COMMUNICATION CONSTRUCTION ARCHITECTURAL F Ao ion Hote' Renovat ' WALL MOUNTED DUPLEX SURVEY BOUNDARY SURVEY STONE WALL MOUNTED FOURPLEX COVER Ashford Hospitality Trust V WALL MOUNTED TELEPHONE RECEPTACLE COLUMN GRID V WALL MOUNTED TELE/DATA RECEPTACLE AOO.00 INDEX, VICINITY MAP, PROJECT INFORMATION 14185 Da las Parkway BRICK/CONCRETE BLOCK V WALL MOUNTED DATA RECEPTACLE EXISTING CONSTRUCTION TO REMAIN k, A00.1 0 GENERAL NOTES Suite I 100 M0661 I AOO.22 UL ASSEMBLIES 0 AOO.50 DEMOLITION PLAN-SITE WALL MOUNTED A/V TROUGH EXISTING CONSTRUCTION TO BE DEMOLISHED Dallas, TX 75254 AOO.51 CONSTRUCTION PLAN-SITE WALL MOUNTED A/V RECEPTACLE NEW PARTITION FINISHED WOOD ...... AOO.61 ENLARGED SITE PLANS - VERANDA q1l WALL MOUNTED CABLE TV RECEPTACLE REFERENCE TO PARTITION TYPE r on d en, 11 40N� AOO.71 SOFFIT & ROOF PLAN - VERANDA & PORTE COCHERE WALL MOUNTED VOICE/DATA JUNCTION BOX 1 HR. RATED PARTITION A01.00 DEMOLITION PLAN - LEVEL 0 GLASS WALL MOUNTED ELECTRICAL JUNCTION BOX A01.01 DEMOLITION PLAN - LEVEL 1 2 HR. RATED PARTITION (V WALL MOUNTED SYSTEMS PANEL VOICE/DATA INFEED "We tww 3 HR. RATED PARTITION It, A02.00 CONSTRUCTION PLAN LEVEL 0 WALL MOUNTED SYSTEMS PANEL POWER INFEED WAIA wNd //V A02.01 CONSTRUCTION PLAN LEVEL 1 30300= 4 HR, RATED PARTITION SECTION INDICATIONS SURFACE MOUNTED FLOOR DUPLEX w4w, RULUL ac SURFACE MOUNTED FLOOR FOURPLEX SMOKE PARTITION Nil A09.00 - EXTERIOR ELEVATIONS W, DEMOLITION 700 Milarn Street ...... SURFACE MOUNTED FLOOR DEDICATED DUPLEX A09.01 DEMOLITION - EXTERIOR ELEVATIONS A09.1 0 EXTERIOR ELEVATIONS Suite 400 SAND OR GROUT EGRESS PATH PRIMARY 0 SURFACE MOUNTED FLOOR SEPARATE DUPLEX Houston TX 11002 EGRESS PATH SECONDARY "A'41 A09.11 EXTERIOR ELEVATIONS Telephone 713.228.8050 SURFACE MOUNTED FLOOR DEDICATED FOURPLEX EARTH OR NATURAL GROUND )A- - 14, A09.12 EXTERIOR ELEVATIONS Gensler Facsimile 713.229.9343 PRURig ELEVATION DATUM POINT SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX A09.21 BUILDING SECTIONS A09.22 N.. 'tt BUILDING SECTIONS 0 ROOM NAME 0? POROUS FILL (GRAVEL) SURFACE MOUNTED FLOOR TELEPHONE RECEPTACLE OFFICE A09.33 WALL SECTIONS SURFACE MOUNTED FLOOR TELE/DATA RECEPTACLE )4 ROOM NUMBER A09.37 WALL SECTIONS STONE SURFACE MOUNTED FLOOR DATA RECEPTACLE A09.43 ENLARGED EXTERIOR ELEVATIONS DOOR NUMBER (WITH SCHEDULE) 1W k' 'I SURFACE MOUNTED FLOOR A/V RECEPTACLE LJ Al 0.00 ELEVATOR AND STAIR PLANS & SECTIONS A-.4 A CONCRETE ALIGN r'FW*1qz' J Al 0.01 ELEVATOR AND STAIR PLANS & SECTIONS SURFACE MOUNTED FLOOR SYSTEMS PANEL VOICE/DATA INFEED ALIGN WITH ESTABLISHED 111""ZI rullul .1 saffulm, Alk BRICK SURFACE MOUNTED FLOOR SYSTEMS PANEL POWER INFEED SURFACES SURFACE MOUNTED FLOOR DUPLEX/VOICE/DATA @ SHEET NOTE ------------------ STRUCTURAL CONCRETE MASONRY UNIT SURFACE MOUNTED FLOOR FOURPLEX/VOICE/DATA LOCATION MAP S01.00 GENERAL NOTES SURFACE MOUNTED FLOOR DEDICATED DUPLEX/VOICE/DATA REVISION REFERENCE -------- S02.00 FOUNDATION RFAMING PLAN LEVEL 0 METAL SURFACE MOUNTED FLOOR SEPARATE DUPLEX/VOICE/DATA S02.01 FRAMING PLAN - LEVEL 1 Remington Hotels, LP SURFACE MOUNTED FLOOR DEDICATED FOURPLEX/VOICE/DATA S02.02 FRAMING PLAN - LEVEL 2 Project Manager NON-FERROUS ALUMINUM t SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA LOCATION ON ROW WHERE SHOWN 14185 Dallas Parkway - --- ---- DIRECTION OF ELEVATION S03.00 SECTIONS AND DETAILS SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE XX Suite 1150 PLYWOOD AXX.XX ROW ON ELEVATION SHEET WHERE SHOWN S03.01 SECTIONS AND DETAILS Dallas, Texas 75254 SURFACE MOUNTED FLOOR POKE THRU TELE/DATA RECEPTACLE SHEET WHERE SHOWN WOOD (FINISH) &) SURFACE MOUNTED FLOOR POKE THRU DATA RECEPTACLE *2 SO4.01 SECTIONS AND DETAILS XX DETAIL NUMBER .....................��' Thornton Tomasetti SURFACE MOUNTED FLOOR POKE THRU A/V RECEPTACLE SO4.02 SECTIONS AND DETAILS SHEET WHERE SHOWN SO4.03 SECTIONS AND DETAILS FL12.NW Structural Engineer WOOD (CONTINUOUS) SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED DESCRIPTION OF SIMILAR OR OPPOSITE 12750 Merit Drive, Suite 750, L13-7 @ SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL POWER iNFEED FLOOR LEVEL AND AREA OR PHASE Dallas, Texas 75251 WOOD (BLOCKING) AREA TO BE DETAILED st St, FLUSH FLOOR FLOOR DUPLEX t INTERRUPTED MEMBER A I LE FLUSH FLOOR FOURPLEX MILLWORK INSULATION (LOOSE OR BATT) go FLUSH FLOOR DEDICATED DUPLEX MILLWORK SCHEDULE TAG (IF USED) Thompson Company XXXX Efl FLUSH FLOOR SEPARATE DUPLEX 'A I I I I I TTT-TT-" LakwA"AAVye� 01 ngineer FT VT_"I I_n I T-1-F I TI FHC Lak Ave 1- PROJ INSULATION (RIGID) FIRE HOSE CABINET 50 Tec no ogy Par ay, Sout LE FLUSH FLOOR DEDICATED FOURPLEX Norcross, GA 30092 FLUSH FLOOR HALF DEDICATED FOURPLEX FIRE EXTINGUSHER WITHOUT CABINET GLASS (LARGE SCALE) FLUSH FLOOR DEDICATED SINGLE FEC 10 1A _Atlefft j�vd 1A FIRE EXTINGUSHER CABINET A%w*q ONd Afl, 10 Aflair&&�BW Manic Stvd FLUSH FLOOR TELEPHONE RECEPTACLE GYPSUM BOARD FIRE VALVE WITHOUT CABINET FLUSH FLOOR TELE/DATA RECEPTACLE FVC PLASTER WITH LATH E] FLUSH FLOOR DATA RECEPTACLE ffn FIRE VALVE CABINET FLUSH FLOOR A/V RECEPTACLE IENI FIRE ALARM PULL 't 7 ACOUSTICAL TILE FLUSH FLOOR SYSTEMS PANEL VOICE/DATA INFEED Consultants to Remington Hotels, LP CARPET FLUSH FLOOR SYSTEMS PANEL POWER INFEED 1A 1A FLUSH FLOOR DUPLEX/VOICE/DATA CEI Engineering Associates, Inc. 0(a FABRIC WRAPPED PANEL FLUSH FLOOR DEDICATED DUPLEX/VOICE/DATA Civil Engineer y P I i FLUSH FLOOR SEPARATE DUPLEX/VOICE/DATA a 4475 U.S. I South --- ----------- --------- REFLECTED CEILING FLUSH FLOOR DEDICATED FOURPLEX/VOICE/DATA Suite 301 PROJECT DESCRIPTION ................ St. Augustine, FL 32086 FLUSH FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA C FLUSH FLOOR DUPLEX/AV/VOICE/DATA ACOUSTICAL CEILING AND GRID Leo A. Daly : FLUSH FLOOR FLOOR FOURPLEX/AV/VOICE/DATA MAIN RUNNER FLUSH FLOOR POKE THRU DUPLEX Interior Designer PHASE THREE FLUSH FLOOR POKE THRU FOURPLEX FLUORESCENT LIGHT FIXTURE The Offices at Mockingbird Station The facility is an existing eight story nominal 193 key hotel with ballroom and @) FLUSH FLOOR POKE THRU DEDICATED DUPLEX FLOURESCENT LIGHT FIXTURE/EMERGENCY CIRCUIT PROJECT INFORMATION 5307 East Mockingbird Lane conference center, restaurant and bar, and parking for 200 + vehicles. The Phase (1) FLUSH FLOOR POKE THRU SEPARATE DUPLEX EXISTING TO BE REMOVED Suite 400 Three scope of work is limited primarily to work associated with the addition of a FLUSH FLOOR POKE THRU DEDICATED FOURPLEX BUILDING ADDRESS: 1 OCEAN BOUIEVARD, ATLANTIC BEACH, FLORIDA 32233 Dallas, TX 75206 3,500 s.f. lobby, the additon of a new porte cochere, the construction of exterior FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX ------------- UNDER CABINET FLUORESCENT FIXTURE veranda coverings, and associated mechanical, electrical, and plumbing work. Including, FLUORESCENT STRIP FIXTURE BLOCK AND LOT NO..- BLOCK 36 but not limited to: FLUSH FLOOR POKE THRU TELEPHONE RECEPTACLE F4--------10-4 FLUORESCENT PENDANT FIXTURE 1. Existing Stucco Finishes at exterior walls - Strip, prime and finish coats only. @ FLUSH FLOOR POKE THRU TELE/DATA RECEPTACLE X P_X11 ZONING: COMMERCIAL, GENERAL Issue Date&Issue Description By Check Apply stone veneer as shown in drawings. FLUSH FLOOR POKE THRU DATA RECEPTACLE VW CEILING HEIGHT CHANGE 1 04.28.06 KBB MK A FLUSH FLOOR POKE THRU A/V RECEPTACLE X XI) OCCUPANCY TYPE: MIXED (A-2, B� R-1) PRELIMINARY PRICING PACKAGE 2. Stucco and stone veneer new lobby walls. (D FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED 2 05.26.06 KBB GL C) FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED DIMENSION OF CEILING ABOVE FINISH FLOOR A ISSUE FOR PHASE I CONSTRUCTION 3. New Clay Tile Mansard roof screen - over metal framing with complete roofing -XX-X-X CEILING FINISH R-1 OCCUPANCY: 193 KEY HOTEL Z�,__8.11.06 KBB GPL system. LUS DOOR RELEASE MOTION SENSOR ISSUE FOR PHASE 11 PRICING & PERMIT ELECTRO-MAGNETIC LOCK WALL MOUNTED EXIT SIGN, SHOWS QUANTITY OF 10 12.08.06 KBB MK 4. Patching of existing membrane roof system as needed to install new structural and FACE(S) AND DIRECTION OF ARROW(S) CONSTRUCTION TYPE: 1B ISSUE FOR GMP [CRI CARD READER K 11 12.22.06 KBB MK mechanical systems. CEILING MOUNTED EXIT SIGN, SHOWS QUANTITY OF 713 5. New prefinished aluminum storefront and doors as shown in the drawings. ELECTRIC HINGE FACE(S) AND DIRECTION OF ARROW(S) FBC LEVEL OF ALTERATION: LEVEL3 ISSUE FOR PERMIT REVISION ELECTRIC LOCKSET 0 RECESSED DOWNLIGHT 13 02.02.07 KBB MK 6. New prefinished sliding aluminum replacement door system with sidelights installed in ELECTRIC STRIKE ADJUSTABLE DOWNLIGHT ACCESSIBILITY: PROJECT IS 100% ACCESSIBLE PHASE III - FOUND & STL DD PACKAGE place of existing exterior wall guestroom on the east facade. DOOR RELEASE RECESSED WALL WASHER 02.14.07 KBB MK DOOR MONITOR CONTACT BUILDING AREA: BULLETIN B-IC 7. New covered veranda areas. TRACK LIGHTING 15 03.02.07 KBB MK I- KEY SWITCH SURFACE MOUNTED LIGHT FIXTURE MAIN BUILDING LEVEL 0 27,041 SF PHASE III FOUND. & STL. ISSUE FOR PERMIT 8. New storage space at level 14 0 [H] DOOR HOLD OPEN D WALL SCONCE MAIN BUILDING LEVEL ONE 12,252 SF 9. New slab and roof at outdoor storage area at north side. INTERCOM @ EXHAUST FAN MAIN BUILDING LEVEL TWO 13s101 SF BELL PUSH BUTTON FIRE WARDEN STATION MAIN BUILDING LEVEL THREE 13J01 SF 10. New lobby stair and transfer elevator. "D DOUBLE DOOR MONITOR CONTACT MAIN BUILDING LEVEL FOUR 13,101 SF SMOKE DETECTOR MAIN BUILDING LEVEL FIVE 13J01 SF 11. New exit stair from Spa level. JA REMOTE DOOR RELEASE BUTTON STROBE MAIN BUILDING LEVEL SIX 13,101 SF INTRUSION ALARM MAIN BUILDING LEVEL SEVEN 13tl 01 SF 12. New roof at existing pool building. DOOR BELL + FIRE SPRINKLER MAIN BUILDING LEVEL EIGHT 13,101 SF 0 SPEAKER POOL MECHANICAL BUILDING 230 SF 13. Associated structural, mechanical, electrical, and plumbing systems. E DENOTES EXISTING TO REMAIN N-Si MOTION SENSOR MAiNTANCE BUILDING 300 SF 14. Renovated public space interiors. R DENOTES EXISTING, RELOCATED FIXTURE OUTDOOR STORAGE 423 SF ACCESS DOOR OUTDOOR DINING 1430 SF SECURITY CAMERA VERANDA 4483 SF THERMOSTAT $ LIGHT SWITCH D DIMMER SWITCH $ APPLICABLE CODES AND REGULATIONS PROJECTION SCREEN RETURN AIR 1. FLORIDA BUILDING CODE 2004 Seal/Signature SUPPLY AIR 2. FLORIDA BUILDING CODE EXISTING BUILDINGS 2004 CIRCULAR DIFFUSER 3. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, 2001 FBC 4. CODE OF ORDINANCES CITY OF ATLANTIC BEACH, FLORIDA (ORD. NO. 95-05-186, SUPPLEMENT NO. 31, REVISION) LINEAR DIFFUSER 5. FLORIDA FIRE PREVENTION CODE, 2004 E DENOTES EXISTING TO REMAIN 6. NATIONAL ELECTRIC CODE, 2002 EDITION R DENOTES EXISTING, RELOCATED FIXTURE A4 7. NATIONAL ELECTRIC CODE, 2002 FINISH 8. FLORIDA ENERGY CODE, 2004 Project Name 9. FLORIDA PLUMBING CODE, 2004 Sea Turtle Resort XXXX WALL FINISH 10. FLORIDA MECHANICAL CODE, 2004 Ashford Hospitality Trust XXXX BASE FINISH 11. TEST PROTOCOLS OF HIGH VELOCITY HURRICANE ZONES, 2004 - EXTENT OF FINISH 12. ASCE 7-02 Project Number XXXX 02.5635.000 WALL FINISH CAD File Name -.---EXTENT OF FINISH AOO-00 FIRE RESISTIVE RATINGS - 2004 FLORIDA BUILDING CODE Description WALL FINISH FIRE RESISTIVE, 100% SPRINKLERED, EXISTING BUILDING + NEW OUTDOOR PATIO + NEW PORTE COCHERE INDEX, MAP, PROJECT INFORMATION XXXX WAINSCOT FINISH STRUCTURAL ELEMENT RATING REQ. XXXX BASE FINISH FRAME 2 HR. (EXISTING) XXX EXTENT OF FINISH FLOOR 2 HR. (EXISTING) Scale SPECIAL FINISH ROOF 1 HR. (EXISTING) EXTERIOR WALLS NON-LOAD BEARING XX FLOOR FINISH INTERIOR BEARING WALLS 3 HR. (EXISTING) SHAFT ENCLOSURES 2 HR. AOOOOO *S le EXIT STAIR ENCLOSURES EXISTING CHANGE IN FLOOR FINISH CORRIDOR FIRE-RESIST. RATING OCCUP. B W/ SPRINKLER NONE (02006 Gensler PER TABLE 1016.1 T R MINE MAP SHOWING ALTA/ACSM LAND TITLE SURVEY OF: PARCEL "ONE" PARCEL "TWO" A PART OF BLOCK 36; TOGETHER WITH A PART OF THE ABANDONED ALLEYS WITHIN SAID BLOCK ALL OF LOTS 1, 2, 10 AND 11, TOGETHER WITH A PART OF LOTS 3 AND 9, BLOCK 33; 36; TOGETHER WITH A PART OF AHERN STREET AND A PART OF ATLANTIC BOULEVARD; PLAT TOGETHER WITH A PART OF AHERN STREET, ALL IN PLAT NO. 1, SUBDIVISION "A", NO. 1, SUBDIVISION "A", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS T CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL OF THE LANDS OF DUVAL COUNTY, FLORIDA, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A E LYING EASTERLY THEREOF TO THE EROSION CONTROL LINE OF THE ATLANTIC OCEAN AS POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE E ESTABLISHED BY PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE AFORESAID PUBLIC N.05'54'10"W., ALONG THE WESTERLY LINE OF SAID LOTS 1 AND 11, A DISTANCE OF ST RECORDS, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING 256.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 11; THENCE N.83 24 50 E., ALONG T COMMENCE AT THE NORTHWEST CORNER OF LOT 11 OF SAID BLOCK 36, SAID CORNER BEING THE NORTH LINE OF SAID LOTS 10 AND 11, A DISTANCE OF 71.10 FEET TO AN ANGLE POINT S THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD (FORMERLY IN THE NORTH LINE OF SAID LOT 10; THENCE N.89'06'50"E., ALONG THE NORTHERLY LINE R CONTINENTAL AVENUE) WITH THE FORMER SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET OF LOTS 9 AND 10, A DISTANCE OF 58.19 FEET; THENCE S.06'35'10"E., ALONG A LINE I FORMERLY PLUM STREET), ALL AS ESTABLISHED BY A SURVEY PREPARED BY I.R. WELLINGTON, 15 FEET WESTERLY OF AND PARALLEL WITH THE EAST LINE OF SAID LOTS 3 AND 9 AND ITS REGISTERED LAND SURVEYOR NO. 179, ON SEPTEMBER 29, 1937, EXAMINED AND APPROVED SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE S.83 24 50 W., ALONG A BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1, BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM 2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE II EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C. RIGHT OF WAY, FOR THE PURPOSE OF OCEAN BOULEVARD; THENCE N.05'54'10"W., ALONG SAID EASTERLY RIGHT-OF-WAY LINE (N89'07'06"E 58.15' FIELD) FOUND NAIL do OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT OF OCEAN BOULEVARD, A DISTANCE OF 13.00 FEET TO THE POINT OF BEGINNING. " " CONCRETE 0 FOUND T NO IDENTIFlCA11oPi PLATE. (U3 1048) 24" SANITARY SEWER REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK."; THENCE S.05'54'10"E., ALONG ME 7 N 8 9°0 6'5 0"E 5 8.19' 1.6 71,14' FIELD) , - THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF (N83'21'2�"E „C -71 •1 0 = - pWER p� - - 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC FOUND 1 2 IRON 83024 50 L STOP SIGN BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE FOLLOWING EIGHT COURSES: 1) S.62'27'04"E. A DISTANCE OF 29.18 FEET; 2) PIPE, �LB 1048) ANCHMI E 2 AHE N.89'24'50"E. A DISTANCE OF 156.53 FEET TO THE POINT OF CURVATURE OF A CURVE POWER WOOD OH � P STS MATH CHAI II CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE m N vOon Paws vires c BETWEEN ON UNE ARC OF SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD 1ST STREET N o xr&-L"ON Li BEARING OF S.68'24'32"E. AND A CHORD DISTANCE OF 50.76 FEET TO A NON-TANGENT END m BE SOUTHPAD •5, 11 I OF SAID CURVE; 4) N.89'24'50"E., ALONG THE NORTHERLY RIGHT-OF-WAY LINE AS ��` no z I �I ESTABLISHED BY THE AFOREMENTIONED I. R. WELLINGTON SURVEY A DISTANCE OF 7.10 D r I I FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 18.50 FEET; (A D I L 5) SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 24.53 FEET, SAID ARC //� I BEING SUBTENDED BY A CHORD BEARING OF S.52'36'25"E. AND A CHORD DISTANCE OF 22.77 y Z I FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89'24'50"E. A DISTANCE OF 26.04 � FEET; 7) S.00'35'10"E. A DISTANCE OF 4.00 FEET; 8) N.89'24'50"E. A DISTANCE OF A-1-A ATLANTIC BLVD. 0 LIGH POLE C 120.54 FEET TO THE AFOREMENTIONED EROSION CONTROL LINE; THENCE N.02'18 03 W., 0 I ALONG SAID EROSION CONTROL LINE, A DISTANCE OF 34.17 FEET TO ANGLE POINT NO. 37; C.R.10 C.R.2 THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04'38'30"W. A DISTANCE OF o > z o I I 254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT-OF-WAY 1 zn I I LINE OF AHERN STREET; THENCE S.83'24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY � D a /0 m LINE OF AHERN STREET, A DISTANCE OF 72.16 FEET TO A RECENTLY CREATED JOG IN SAID m 58 �� > RIGHT-OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT-OF-WAY THE FOLLOWING Z I THREE COURSES: 1) N.04'42'12"W. A DISTANCE OF 10.15 FEET; 2) S.83'24'50"W. A U) I DISTANCE OF 50.55 FEET; 3) S.52'28'26"W. A DISTANCE OF 19.73 FEET TO A POINT ON THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE m ro I S.83'24'50"W. A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG IN SAID I I--I RIGHT-OF-WAY LINE; THENCE N.05'54'10"W. A DISTANCE OF 18.00 FEET; THENCE I I S.83024'50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN V C ( N ( T Y M A P Z C) I I STREET, A DISTANCE OF 150.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY H I 0 LINE OF OCEAN BOULEVARD; THENCE S.05'54'10"E., ALONG SAID EASTERLY RIGHT-OF-WAY 61 I LINE, A DISTANCE OF 18.00 FEET TO THE POINT OF BEGINNING. y I 36 w 0 I N O I DETAIL CP o I Z rn n I � N 24" SANITARY SEWER 3 1,6' CONC, BULKHEAD 0 I n II o 0 rn I o A WOOD WALL SET NAIL & DISC I K I i D3 " � 5' O O�FEC DISC. %8 67IN Xw �HEAD0 z gU 4'x4' WOO D POST (TYP) WOOD B -4 GRASS 7 ,16CONC. GHT POLE p 1.3POWER POLE S83,024/50//\d o S1�. � I-STOPY MASONRY SET �" & REST ROOM PIPE, STORAGE WOOD DECK o I N 430 sq'f t't ty EROSION CONTROL LINE I OVER CONC. A ' 35,71 r I I I x G I N 0 I Ln Q P I w I �... i ANGLE PINT N❑, 38 I ERHONEI GRAPHIC SCALE I 8 CABLE TV 10 0 5 10 20 40 RISER I ( ER FEET ) o I 1 inch = 20 ft~ LIGHT OLE I FOUND 1\2" I R PIPE, I 4.4' _ - --�- N04-42`48 (FIE�D) POINT OF BEGINNING - 13.6 - - N04.°4.212 W PARCEL TWO , » 13 2.0 6 W00D -u CONCRETE 10.15 S :50124 5 0 w POWER POLE /` POST To UNE T / 2.5Fv SET 1 2' IRON -4 OHE-- o SET NPJL 3 R J PIPE, `LB 3672' DIS. LB 3672 C T / �- -4 OHE WOOD POST Cpp1CRETE FIRE HYDRANT J CONCRETE POWER POLE �- POWER POLE WATER 1 0 owE WOOD POST 13.04 IRON O1 - w►ax DISC w ' ( 0 IRON) (ABANDONED) ��v � CRETE S00 SET NAIL , UNDERGROUND GAS UNE INDICATOR 1 Z 2.22 SANITARY SEWER `�`� " 5 .c,� FIELD CON o Wo WALL 367 91 t » J N N06'06'37"W 17.81' (FIELD) �� ` S83• 5 W� `7 ,55 GRASS �, IN Cp4,IC. gU HEAD ° 0 W ° > » b 4 rJ - (72.18 FIELD) 83 24 5 R N 05 54 10 W ��9•'`L, SB 2 - - SET NAIL 3672r ° 7f 7 2.1 6 13' z NAIL & DISC S " LD E 0 W - SET N 4 51 W (FIE H SET NAIL do DISC" �,yy ° #'` - PLATE DISC, . IRON 83 24 5 - - - LB 3672 S$3 2 A LB 3672 18.0 0 1 pUNO NAIL GRASS / S „ FIRE HYDRANT CABLE TV �h�,�G�l (� . / "L13 1048" PIPE. Lu .�72" � � 1-STORY RESP ROOMS O X N05"54'1 0 W do WATER VALVE RISER J �/ _ t 0.35' STORAGE &S ,ft.� � DECK W 430 9 OVER coN 13.00 CONCRETE BOX "W 112.$6 (FIELD) / 35.7 Q � � - -� 0 6"W (FIELD) 150-00 ALL UNDERGROUND Sg3'21 10 11 2.9 0 � 1-STORY MASONRY ~ S83 24 5 , » o o , "FOUND SAIL&.PLATE j 360 aq.ft. SET NAIL- do DISC 5 0 W UNDERGROUND GAS " " SB 3 2 4 ---� °&' UNE INDICATOR o•8 CONCRETE 5 8 3°2 4 50".11114 c 0 28.0' WOOD WALL00. CON�E� w a (FIELD) D POST N a S05-54'46"F$( WOOD POST FOUND NAIL � m • , /� CRETE 6.0 WATER 5 4 1 0"E PLATE "L B 6645 M p 33.6 L d C 5 � } A L JO � LANDSCAPE t 7 ARKING SPACE N r A 1 0 o WOOD POST O� V VALVE WATER METER lot POST 4WA 5 x H APER x r* 3° F O O C CRETE 1-STORY OVER ANG WOOD POWER P 0'2 (� 8 5 iC 5 WALK - MATH DOWN GU AIL &DIS ` V �, CRETE JOHN J. AH MARKER ( 3672) CON LANDSCAPED _ - .-- 164.1 1 ST STORY _ POINT O F BEGIN G j LIGHT POLE PARCEL ONE _._------ I 36 - - Q, ............... - Z _ - TEL 13UILDIN z > Of PALM TREES (TYPICAL) Vol) - _ STORY MASONRY HO N o J s.2 9 » »THE SEA TURTLE INN W W 00 N 0 O a Cil -0 0 0= - orill m = \\ v J \\ j 172.7' 104.4 O , � 25.0 ,J I 10 O ---- - 75 sq ft.� 8.7 14 0 CONCRETE COOL DECK ONC. STEPS I GAS REGULATOR _ 1 STORY i t _ �- �5soq ft t 215 PARKING HOTEI-pNLY o: 9 OHC. SHOWER PAD 0 _ = 22'7 40.8 7.3 I N 24" SANITARY SEWER SHACK °D I 24" SANITARY SEWER MANHOLE TU CIABANA MANHOLE N 0 3 6 I z LIGHT POLE 0 N Z '0 n 0 LIGHT POLE _t = m - �- c 0______- o _ _ --- v B �- _ _ � N 0 - - m z o O _ --"' RY BUILDING w 53 1 STORY MASON CTI -- RESTAURANT .. 1.5 COVERS FOR UNDERGROUND � c� THE SEA TURTLE GA TANK FILLER CONNECTORS cNi0 O O W m WOOD POWER POLE WITH DOWN GUY ` > . BOX 0 I O O _ r r _ WOOD DDETER _ _ w I R�11 _ 8 >_ i Q I I r i N ENTRANCE CATCH BASIN 2 _ N 81.9' SET NAIL do DISC ,939• LIGHT POLE (A= fR ^� (LB 3672) EE CTRIC \29 Q�,,�F/FCo I N89'23'42"E 156.52' FIELD I ,y ANGLE P❑I N T N❑, 3 7 LR \ ( ) \t4 ° W 41 N 8 9 2 4 5 0 E 15 6.5 3 S Ry z 741 FOUN`�6641R5oN PIPE TEPS- CONCREIE 1/7 18" CURB do GUTTER FOUND NAIL do PLATE U T POLE (LB 6645) W STEPS FOUND NAI P A L M T R E E S do S H R U B S C!I • w PLATE, (� ) SET 1/2 IRON ,.,• PIPE, (LB 3672) W CONCRETE TRAFFIC POLE NIN -+ m 18 CURB dt GUTTER PLANTAINS OCEANFRONT 1 i 1 } o ' � " o P � " __ . ,_,_� __ _ _ _ _ 1_ __t_ N01 5512 W 34.55 (FIELD) CANTER N89 25 23 E (FI LT _t,_.L?'" N 02 18 03 W PLANTERS MEDIAN N 8 9°2 4'5 0"E �� 34.17' " ' MASONRY WALL PLANTER 5%e I I I t7.1 0 SET 1/2- IRON \ PIPE, (LB 3672) SET NAIL do DISC Ill 114 1 (LB 3672) N 8 9°2 4'S 0"E 12 0.5 4' a o S89'24'57"W FIELD) SET 1/2" IRON PIPE vi, _ S02'00'09"W 4.36' (FIELD) (LB 3672) 11`0Lid0 PLANTER S00035'1 0"E N Q 4 4.00 �a CATCH BASIN N88036'43"E 26.24' (FIELD) c N89`241 50"E % R 26.04' - _ ' ANGLE P❑INT N❑, 36 3 PARCEL ONE.................101,461.8 SQ.FT. A T L A N T I C B D U L E V A R D 2.33 AC.f PARCEL TWO.................34,963.2 SQ.FT. 0.80 AC.f THIS SURVEY WAS MADE FOR THE BENEFIT OF CAYLON NEW YORK BRANCH, AS ADMINISTRATIVE AGENT FOR VARIOUS LENDERS, AND ITS SUCCESSORS AND ASSIGNS. RECHECKED BOUNDARY - JANUARY 6, 2005 DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND REVISED CERTIFICATION: MARCH 31, 2004 FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 THE ORIGINAL RAISED SEAL OF A FLORIDA REVISED CERTIFICATION: MARCH 16, 2004 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 LICENSED SURVEYOR AND MAPPER." RECHECKED BOUNDARY: FEBRUARY 25, 2004 CHECKED BY: FILE: 04-0098 DRAWN BY: DAF BOATWRIGHT L SURVEYORS , Inc . 1ROBERTS DRIVE JACKSONVILLE BFLORIDA-11 DATE: FEBRUARY 3, 2004 1 SHEET 1 OF 1 (904)241-8550 X-REF: TURTLE-J.DWG DEMOLITION NOTES GENERAL NOTES ABBREVIATIONS Sea Turtle Resort 1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF A K REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND PUBLIC AUTHORITIES GOVERNING THE WORK. ENVIRONMENTAL PROTECTION. ACCES ACCESSORY KIT KITCHEN Hotel 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC ACOUS ACOUSTIC(AL) 2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS AUTHORITIES GOVERNING THE WORK. AFF ABOVE FINISHED FLOOR L REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF AL ALUMINUM Ashford Hospitality Trust BUILDING AND WORKERS. 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND ALT ALTERNATE LAV LAVATORY 14185 Dallas Parkway CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR ANNUNC ANNUNCIATOR LB POUND 3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY ANDD ANODIZED £ BRITISH POUND (CURRENCY) Suite 1100 SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. WORK IN QUESTION. APPL APPLIANCE LT LIGHT TX 254 ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO ARCH ARCHITECTDallas,URAL) LVLG LEVELING 75 MATCH ADJACENT SURFACES. 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO AUTO AUTOMATIC LVR LOUVER ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. AVG AVERAGE 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE & AND M EFFECTED AREAS AT NO COST TO THE OWNER. 5. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND B MAX MAXIMUM 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING MFD MANUFACTURED RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. FUNCTIONS AND OCCUPANTS. BLDG BUILDING MFR MANUFACTURER BOLLD BOLLARD MECH MECHANICAL 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE BD BOARD MET METAL FIXTURES AS REQUIRED FOR NEW WORK. CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS BLKG BLOCKING MEMB MEMBRANE SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION BRDLM BROADLOOM MEZZ MEZZANINE 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. BU BUILT UP MIN MINIMUM Suite 400o 700 MilStreet MISC MISCELLANEOUS 7. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN Houston TX 77002 8. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND CONFORMANCE WITH CODES AND ORDINANCES. C MLWK MILLWORK Telephone 713.228.8050 DEVICES UNLESS OTHERWISE NOTED. MOIST MOISTURE ensler Facsimile 713.229.9343 8. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. CAB CABINET MOT MOTORIZED) CPT CARPET MTD MOUNTED 9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. CEM CEMENT(ITIOUS) COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. CER CERAMIC N CLG CEILING 10. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF COATG COATING NIC NOT IN CONTRACT CONFLICT, CONSULT THE ARCHITECT. COILG COILING NO NUMBER CONC CONCRETE NTS NOT TO SCALE 11. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE CONSTR CONSTRUCTION PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. CONT CONTINUOUS(ATION) 0 CONTR CONTRACT(OR) 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS COV COVER ORNA ORNAMENTAL OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR CMU CONCRETE MASONRY UNIT OVFL OVERFLOW THICKNESS OF FINISHES. OVHD OVERHEAD D OPNG OPENINGS) Remington Hotels, LP OPR OPERABLE 13. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED DBL DOUBLE Project Manager OR MOUNTED TO WALLS OR CEILINGS. DEPT DEPARTMENT P 14185 Dallas Parkway DES DESIGNED) Suite 1150 14. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM DET DETAIL PTN PARTITION Dallas, Texas 75254DF DRINKING FOUNTAIN PEDTR PEDESTRIAN INSTALLATIONS. DIA DIAMETER PBD PARTICLE BOARD Thornton Tomasetti 15. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS DIFF DIFFUSER PNL PANEL DIM DIMENSION POLYST POLYSTYRENE Structural Engineer OTHERWISE NOTED. DISP DISPENSER PORT PORTABLE 12750 Merit Drive, Suite 750, LB-7 DIV DIVISION PREFIN PREFINISHED Dallas, Texas 75251 DN DOWN PREFAB PREFABRICATED $ DOLLAR (US CURRENCY) PLAM PLASTIC LAMINATE DR DOOR PLAS PLASTER DSCON DISCONNECT PLSTC PLASTIC Thompson Company DWR DRAWER PLYWD PLYWOOD MEP Engineer PRTECN PROTECTION 50 Technology Parkway, South E R Norcross, GA 30092 ELAST ELASTOMERIC ELEC ELECTRICAL RDR READER EMBED EMBEDD(ED)(ING) RECES RECESSED ENGR ENGINEER(ED) RECPT RECEPTACLE ENTR ENTRANCE REF REFERENCE) EQ EQUAL REEL REFLECTED EQUIP EQUIPMENT REFR REFRIGERATOR EXIST EXISTING READ REQUIRED Consultants to Remington Hotels LP EXP JT EXPANSION JOINT RESIS RESIST(ANT)(IVE) g EXPS EXPOSE(D) REINF REINFORCE(D)(ING)(MENT) EXT EXTERIOR RESIL RESILIENT CEI Engineering Associates, Inc. RFG ROOFING F RM ROOM Civil Engineer RO ROUGH OPENING 4475 U.S. 1 South FAB FABRICATION Suite 301 FD FLOOR DRAIN S St. Augustine, FL 32086 FE FIRE EXTINGUISHER FE&C FIRE EXTINGUISHER AND SCR SCRIBE Leo A. Dal CABINET SECUR SECURITY y FHC FIRE HOSE CABINET SF SQUARE FEET Interior Designer FIN FINISH SGL SINGLE The Offices at Mockingbird FLDG FOLDING SHORG SHORING Station FPLC FIREPLACE SIM SIMILAR 5307 East Mockingbird Lane FR FIRE RAT(ING)(ED) SST STAINLESS STEEL Suite 400 FRMG FRAMING STD STANDARD Dallas, TX 75206 FXD FIXED STL STEEL FXTR FIXTURE STRFR STOREFRONT FLR FLOORING) STRUCT STRUCTURAL FURN FURNITURE SURF SURFACE FWC FABRIC WALL COVERING SUSP SUSPENDED I Issue Date&Issue Description By Check SYS SYSTEM(S) -- 2 05.26.06 KBB GL G ISSUE FOR PHASE I CONSTRUCTION T 9 08.11.06 KBB GPL GA GAUGE GFRC GLASS FIBER REINFORCED THK THICK ISSUE FOR PHASE II PRICING CONCRETE TLT TOILET 10 12.08.06 KBB MK GFRG GLASS FIBER REINFORCED TRAF TRAFFIC ISSUE FOR GMP GYPSUM TRANS TRANSPARENT 11 12.22.06 KBB MK GFRP GLASS FIBER REINFORCED TRTD TREATED ISSUE FOR PERMIT REVISION PLASTER T&G TONGUE AND GROOVE 13 02.02.07 KBB MK GL GLASS TYP TYPICAL PHASE III - FOUND & STL DD PACKAGE GR GRAD(E)(ING) 15 03.02.07 KBB MK GYP GYPSUM U PHASE III FOUND. & STL. ISSUE FOR PERMIT H UNDRLAY UNDERLAYMENT UTIL UTILITY HD HEAD UNO UNLESS NOTED OTHERWISE HDWD HARDWOOD HDWE HARDWARE V HM HOLLOW METAL HORIZ HORIZONTAL VEH VEHICLE HVAC HEATING, VENTILATING, AND VERT VERTICAL AIR CONDITIONING VIF VERIFY IN FIELD W INFO INFORMATION INSTRUM INSTRUMENTATION) W/ WITH INSUL INSULATION WC WATER CLOSET INTLK INTERLOCKING) WD WOOD INT INTERIOR WDW WINDOW INFILTR INFILTRATION W/O WITHOUT WT WEIGHT J WTRPRF WATERPROOFING JAN JANITOR Seal/Signature IProject Name Sea Turtle Resort Ashford Hospitality Trust lProject Number 02.5635.000 CAD File Name A00-10 IDescription GENERAL NOTES IScale A00al ©2006 Gensler KEY NOTES Sea Turfttle Resort 0 lotel Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 Design ■ No . 700 Milam Sreet•e� ' ' Suite 400 Nonbearing Wall Rating - 2 HR. Nonbearing Wall Rating -- 2 HR. Nonbearing Wall Rating -- 1 HR. Nonbearing Wall Rating - 2 HR. Houston TX 77002 Telephone 713.228.8050 =n ensler a + ^ , (600 nn n• f 1 24 T T I T ,� Facsimile 713.229.9343 !i -,--.!. u:: :%.: .3::• .;:; I /' i11 , J� ' I I" �: }� �.. ' ti 4 .... i i... `": r.t:::. s .t r S .11 5� f �� .... - Iy L '�'> Y .. ..,r.. .: .. .,iR•?wc...... .... .s, '•'J v .-}�„.fi_:.J,,.11.l........ ..r•-.. jj ..sJ._�.,✓iv. .. ; .s' ie I - i N. 71 ' �.• �iRis4►�d Side ;' <^ -.r^: 1 .x.�,;-;,s •:.. �{ �.y r' it y 1 *- , 6 - , :J:1„. l,'•/ ;�' j r a! t'• ::F; !'tt RZ, SEGTtUIV .. ,.;. HOgZ. SECTION ... CEILIN k . . . .. ... } lNG a Z 4 �: ,^ 4 4 I -11 � 36 3X. FLOOD ft LOO K 1. Floor and Ceiling Runner- (Not Shown)-Min.25 MSG gals steel 1 in.high,return 1. Floor and Ceiling Runners--"J"-shaped runner,2-1/2 in.wide with unequal legs of 1. Floor and Ceiling Runners--(not shown)--Channel shaped runners,3-5/8 in. 1. Floor and Ceiling Runners- "J"shaped,2-1/2 in.wide with unequal legs of 1 in. legs 2-1/2 in.wide(min),attached to floor and ceiling with fasteners 24 in. OC. 1 in.and 2 in.,fabricated from 24 MSG galv steel. Runners positioned with short wide(min), 1-114 in. legs,formed from min No.25 MSG galv steel,attached to and 2 in.,fabricated from 24 MSG galv steel. Runners attached to structural supports 2.Steel Studs-Min 2-1/2 in,wide, 1-1/4 in. legs, 3/8 in.return,formed of min 25 MSG leg toward finished side of wall. Runners attached to structural supports with steel floor and ceiling with fasteners spaced 24 in.OC max. with steel fasteners located not greater than 2 in.from ends and not greater than 24 in. galv steel max stud spacing 24 in.OC.Studs to be cut 3/4 in. less than assembly fasteners located not greater than 2 in.from ends and not greater than 24 in.OC. 2. Steel Studs--Channel shaped,3-5/8 in.wide(min),1-1/4 in.legs,318 in.folded OC. height. 2. Steel Studs--"C-H"-shaped studs,2-112 in.wide by 1-1/2 in.deep,fabricated from back returns,formed from min No.25 MSG galv steel spaced 24 in.OC max. 2.Steel Studs-"C-H"shaped studs,2-1/2 in.wide by 1-1/2 in. deep,fabricated from 3. Batts and Blankets*- (Optional)-Mineral wool or glass fiber batts partially or 25 MSG galv steel. Cut to lengths 318 to 1/2 in. less than floor to ceiling height and 3. Batts and Blankets*--(Optional)--Mineral wool or glass fiber batts partially or 25 MSG galv steel spaced 24 in. OC.Vertically restrained walls require studs to be cut completely filling stud cavity. Fasten each batt to wallboard base layer with a min 9/16 spaced 24 in.or 600 mm OC. completely filling stud cavity. 3/8 in. less than floor to ceiling height. Remington Hotels, LP in. long staple. Use five staples for each 4 ft piece. Drive one staple in the center of 2A. Steel Studs--(Not shown)-"E"-shaped studs installed in place of"C-H"-shaped See Batts and Blankets(BZJZ)category for names of Classified companies. 3.Gypsum Board*- 1 in.thick gypsum wallboard liner panels,supplied in nominal 24 g each piece and a staple at each comer,approx 3 in.from edges. studs(Item 2)to secure the closure liner panels at the ends of walls.Fabricated 3A. Fiber, Sprayed*--As an alternate to Batts and Blankets(Item 3)—Spray applied in.widths.Vertical edges inserted in"H"shaped section of"C-H"studs. Free edge of See Batts and Blankets(BZJZ)category for names of manufacturers. from 25 MSG gals steel,2-1/2 in.wide,with one leg 1 in. long and two legs 3/4 in. cellulose material.The fiber is applied with water to completely fill the enclosed end panels attached to long let of"J"runners with 1-5/8 in. long Type S steel screws Project Manager 3A. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 3)-Spray applied long. Shorter legs 1 in.apart to engage gypsum liner panels.Cut to lengths 3/8 in. cavity in accordance with the application instructions supplied with the product. spaced not greater than 12 in. OC. 14185 Dallas Parkway cellulose material.The fiber is applied with water to completely fill the enclosed cavity in less than floor to ceiling height. Sill and lintel of opening formed with"J"-shaped Nominal dry density of 3.0 Ib/ft3.Alternate application method:The fiber is CANADIAN GYPSUM COMPANY -Type SLX. accordance with the application instructions supplied with the product. Nominal dry runners(Item 1)secured to"E"-shaped studs with angle clips and steel screws. applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal UNITED STATES GYPSUM CO -Type SLX. Suite 1150 density of 3.0 Ib/ft3.Alternate application method:The fiber is applied with U.S. 3. Gypsum Board*--1 in,thick gypsum wallboard liner panels,supplied in nom 24 in. ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity USG MEXICO S A DE C V -Type SLX. Dallas, Texas 75254 Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive or 600 mm (for metric spacing)widths. Panels cut 1 in. less in length than floor to in accordance with the application instructions supplied with the product. to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application ceiling height.Vertical edges inserted in"H"-shaped section of"C-H"studs. Free Nominal dry density of 2.5 Ib/ft3. 4.Gypsum Board*- 1/2 in.or 5/8 in.4 ft wide applied vertically and attached to studs instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. edge of end panels attached to long leg of"J"-runners with 1-5/8 in.long Type S U S GREENFIBER L L C--Cocoon2 Stabilized or Cocoon-FRM(Fire Rated and runners with 1 in. long Type S steel screws spaced 12 in.OC. Thornton Tomasetti U S GREENFIBER L L C --Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) steel screws spaced not greater than 12 in.OC. Material) AMERICAN GYPSUM CO - 1/2 or 5/8 in.Type AG-C,5/8 in.Type AGX-1 CANADIAN GYPSUM COMPANY--Type SLX. 3B. Fiber, Sprayed*--As an alternate to Batts and Blankets(Item 3)and Item 3A- BEIJING NEW BUILDING MATERIALS CO LTD -Type DBX-1 Structural Engineer 3B. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 3)and Item 3A- UNITED STATES GYPSUM CO--Type SLX. Spray applied cellulose insulation material.The fiber is applied with water to BPB AMERICA INC -Types 5/8 in. EGRG or 1/2 in. ProRoc Type C Spray applied cellulose insulation material.The fiber is applied with water to interior USG MEXICO S A DE C V--Type SLX. interior surfaces in accordance with the application instructions supplied with the BPB CANADA INC -1/2 in. ProRoc Type C 12750 Merit Drive, Suite 750, LB-7 surfaces in accordance with the application instructions supplied with the product. 4. Gypsum Board*--1/2 in.thick,4 ft.or 1200 mm(for metric spacing)wide product.Applied to completely fill the enclosed cavity.Minimum dry density of CANADIAN GYPSUM COMPANY -1/2 in.Type C, IP-X2, IPC-AR,5/8 in.Types AR, Dallas, Texas 75251 Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per wallboard applied vertically in two layers. Inner or base layer attached to studs 4.3 pounds per cubic ft. C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SHX,WRC,WRX cubic ft. with 1 in. long Type S steel screws spaced 24 in.OC along the edges and in the NU-WOOL CO INC --Cellulose Insulation G-P GYPSUM CORP,SUB OF GEORGIA-PACIFIC CORP -Types 5,9, C, DGG, NU-WOOL CO INC -Cellulose Insulation field of the boards.Outer or face layer attached to studs and"J"-runners with 1- 4. Gypsum Board*--5/8 in.thick,4 ft wide,attached to steel studs and floor and DAP, DD, DA, GPFS6 5/8 in. long Type S steel screws spaced 12 in.along the edges and in the field of ceiling track with 1 in.long,Type S steel screws spaced 8 in.OC.along edges of LAFARGE NORTH AMERICA INC -Types LGFC2, LGFC2A, LGFC6, LGFC6A, son Thom Company 4. Gypsum Board*-5/8 in.thick, outer layer paper or vinyl surfaced. (Laminated the boards,staggered from screws in inner layer.Joints between inner and board and 12 in.OC in the field of the board.Joints oriented vertically and LGFC-C, LGFC-C/A p p y System)Wallboard applied vertically in two layers. Inner layer attached to studs with 1 outer layers staggered. staggered on opposite sides of the assembly.When attached to item 6(resilient NATIONAL GYPSUM CO -Types FSW-C, FSMR-C in. long Type S steel screws spaced 8 in. OC along vertical edges,and 12 in.OC in the Outer layer joints covered with paper tape and joint compound.Exposed screw channels)or 6A(furring channels),wallboard is screw attached to furring PABCO GYPSUM, DIV OF PACIFIC COAST MEP Engineer field and outer layer laminated to inner layer with joint compound,applied with a heads covered with joint compound. channels with 1 in. long,Type S steel screws spaced 12 in.OC. BUILDING PRODUCTS INC -Types C, PG-C or PG-9 50 Technology Parkway, South notched spreader producing continuous beads of compound about 3/8 in. in diameter, As an alternate method, inner wallboard layer applied vertically,outer wallboard AMERICAN GYPSUM CO--Types AG-C,AGXA,AGX-7. REPUBLIC GYPSUM CO -Type RG-C spaced not greater than 2 in. OC.Joints of laminated outer layer offset 12 in.from inner layer applied horizontally. Inner layer attached to studs with 1 in.Type S steel BEIJING NEW BUILDING MATERIALS CO LTD—Type DBX-1. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD -Type EX-1 Norcross, GA 30092 layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8 in. screws spaced 24 in.OC along vertical edges and in the field.Outer layer attached BPB AMERICA INC--Types 1, EGRG,ProRoc Type X,ProRoc Type C. STANDARD GYPSUM L L C -Type SG-C long Type S steel screws spaced 12 in.OC. to the studs and"J"runners over the inner layer with 1-518 in. long Type S steel BPB CANADA INC—ProRoc Type C,ProRoc Type X or ProRoc Type TEMPLE-INLAND FOREST PRODUCTS CORP -Type TG-C Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S screws spaced 12 in.OC in the field,along the vertical edges and to the floor and Abuse-Resistant. UNITED STATES GYPSUM CO - 1/2 in.Types C, FRX-G, IP-X2, IPC-AR,5/8 in.Type steel screws spaced 16 in.OC in the field and along the vertical edges.Outer layer ceiling runners. Outer layer secured to inner layer wallboard with 1-1/2 in. long CANADIAN GYPSUM COMPANY—Types AR,C, IP-AR, IP-X1,IP-X2,IPC- AR, C, IP-AR, IP-X1, IP-X2, IPC AR, SCX, SHX or WRX attached to the studs over the inner layer with 1-5/8 in. long Type S steel screws Type G steel screws located midway between studs and 1 in.from the horizontal AR,SCX,SHX,WRC or WRX. USG MEXICO S A DE C V -1/2 in.Types C, IP-X2, IPC-AR,5/8 in.Type AR, C, IP-AR, spaced 16 in. OC in the field and along the vertical edges and 12 in.OC to the floor and joint. G-P GYPSUM CORP,SUB OF IP-X1, IP-X2, IPC-AR, SCX, SHW or WRX ceiling runners.Joints of screw-attached outer layer offset from inner layer joints.Joints AMERICAN GYPSUM CO--Types AG-C . GEORGIA-PACIFIC CORP--Types 5,9,C,DAP, DD,DA,DGG, DS,GPFS6. 4A. Gypsum Board*- (As an alternate to Item 4)-Nom 3/4 in.thick,4 ft wide, installed of outer layer may be taped or untaped. BPB AMERICA INC--Type FRPC, ProRoc Type C. LAFARGE NORTH AMERICA INC--Types LGFC2,LGFC2A, LGFC6, as described in Item 4 with screw length increased to 1-1/4 in. Nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of BPB CANADA INC—ProRoc Type C. LGFC6A, LGFC-C, LGFC-C/A. CANADIAN GYPSUM COMPANY -Types AR, IP-AR. Classified veneer baseboard.Joints reinforced. CANADIAN GYPSUM COMPANY--Type C, IP-X2,or WRC. NATIONAL GYPSUM CO--Types FSK, FSK-C,FSK-G,FSW-C, FSW-G, UNITED STATES GYPSUM CO -Types AR, IP-AR. AMERICAN GYPSUM CO -Types AG-C,AGX-1,AGX-11. G-P GYPSUM CORP,SUB OF FSW, FSW-3, FSW-5. USG MEXICO S A DE C V -Types AR, IP-AR. Consultants to Remington Hotels, LP BEIJING NEW BUILDING MATERIALS CO LTD -Type DBX-1. GEORGIA-PACIFIC CORP--Type 5. PABCO GYPSUM, DIV OF PACIFIC COAST g BPB AMERICA INC -Types 1, FRPC, EGRG, ProRoc Type X or ProRoc Type C. LAFARGE NORTH AMERICA INC --Types LGFC-C, LGFC-C/A. BUILDING PRODUCTS INC --Type PG-C or PG-9. 5. Batts and Blankets*- (Optional)-Mineral wool batts partially or completely filling BPB CANADA INC -ProRoc Type C, ProRoc Type X or ProRoc Type NATIONAL GYPSUM CO--Types FSK-C, FSW-C,FSMR-C. PANEL REY S A--Type PRX. stud cavity. Abuse-Resistant. PABCO GYPSUM, DIV OF SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 THERMAFIBER INC -Type SAFB. CEI Engineering Associates, Inc. CANADIAN GYPSUM COMPANY -Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, PACIFIC COAST BUILDING PRODUCTS INC--Types PG-C. STANDARD GYPSUM L L C--Type SG-C. SCX,SHX,WRC or WRX. STANDARD GYPSUM L L C--Type SG-C. TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C. 5A. Gypsum Board*- (As an alternate to Item 5)-Nom 3/4 in.thick, installed as Civil Engineer G-P GYPSUM CORP,SUB OF TEMPLE-INLAND FOREST PRODUCTS CORP--Type TG-C. UNITED STATES GYPSUM CO--Type AR,C, FRX-G,IP-AR, IP-X1, IP-X2, described in Item 5 with screw length increased to 1-1/4 in.for base layer and 2-1/4 in. GEORGIA-PACIFIC CORP -Types 5,9,C, DAP, DD, DA, DGG, DS,GPFS6. UNITED STATES GYPSUM CO--Type C, IP-X2 or WRC. IPC-AR,SCX,SHX,WRC or WRX. for face layer. 4475 U.S. 1 South LAFARGE NORTH AMERICA INC -Types LGFC2, LGFC2A, LGFC3, LGFC6, USG MEXICO S A DE C V--Type C, IP-X2 or WRC. USG MEXICO S A DE C V--Type AR,C,IP AR,I1341,IP-X2,IPC-AR,SCX, CANADIAN GYPSUM COMPANY -Type AR. Suite 301 LGFC6A, LGFC-C, LGFC-C/A. 4A. Gypsum Board*--(As an alternate to Item 4)--518 in.thick,4 ft wide.Attached as SHX,WRC or WRX. UNITED STATES GYPSUM CO -Type AR. St. Augustine FL 32086 NATIONAL GYPSUM CO -Types FSK-C, FSW, FSW-3,FSW-5, FSW-C, FSW-G, described in Item 4. 4A. Gypsum Board*--(As alternate to Item 4)-Nom 5/8 in.thick gypsum panels with FSMR-C. CANADIAN GYPSUM COMPANY--Type AR, IP-AR, IP-X1,SCX or WRX. beveled,square or tapered edges,applied vertically or horizontally.Vertical 5B. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 5)and Item 5A- PABCO GYPSUM, DIV OF PACIFIC COAST UNITED STATES GYPSUM CO--Type AR,FRX-G, IP-AR,IP-X1,SCX or WRX. joints centered over studs and staggered one stud cavity on opposite sides of Spray applied cellulose material.The fiber is applied with water to completely fill the BUILDING PRODUCTS INC -Type C, PG-3, PG-5, PG-9 or PG-C. USG MEXICO S A DE C V--Type AR, IP-AR, IP-X1,SCX or WRX. studs. Horizontal edge joints and horizontal butt joints on opposite sides of enclosed cavity in accordance with the application instructions supplied with the Leo A. Daly PANEL REY S A-Type PRX. 5. Batts and Blankets*--(Optional)--(Not shown)--Mineral wool or glass fiber batts studs need not be staggered or backed. Panels attached to steel studs and floor product. Nominal dry density of 3.0 Ib/ft3.Alternate application method:The fiber is SIAM GYPSUM INDUSTRY(SARABURI)CO LTD -Type EX-1 partially or completely filling stud cavity.Any mineral wool or glass fiber batt runner with 1 in. long Type S steel screws spaced 8 in.OC when applied applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of Interior Designer STANDARD GYPSUM L L C -Type SGC, SG-C or SGC-G. material bearing the UL Classification Marking as to Fire Resistance. horizontally,or 8 in.OC along vertical and bottom edges and 12 in.OC in the one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance TEMPLE-INLAND FOREST PRODUCTS CORP -Types T,TG-C,VPB-Type T. 5A. Fiber, Sprayed*--As an alternate to Batts and Blankets(Item 5)--Spray applied field when panels are applied vertically. with the application instructions supplied with the product. Nominal dry density of 2.5 The Offices at Mockingbird UNITED STATES GYPSUM CO -Type AR, C, FCV, FRX-G, IP-AR, IP-X1, IP-X2, cellulose material.The fiber is applied with water to completely fill the enclosed CANADIAN GYPSUM COMPANY--Types AR,C, IP-AR,IP-X1, IP-X2, IPC- Ib/ft3. Station IPC-AR, SCX,SHX,WRC or WRX. cavity in accordance with the application instructions supplied with the product. AR,SCX,SHX,WRC or WRX. U S GREENFIBER L L C -Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) 5307 East Mockingbird Lane USG MEXICO S A DE C V -Type AR,C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, Nominal dry density of 3.0 Ib/ft3.Alternate application method:The fiber is applied UNITED STATES GYPSUM CO--T ype AR,C, FRX-G,IP-AR,IP-X1, IP-X2, SHX,WRC or WRX. with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one IPC-AR,SCX,SHX,WRC or WRX. 5C. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 5A)and Item 5B- Suite 4OO part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance USG MEXICO S A DE C V--Type AR,C,IP AR,IP-X1,IP X2, IPC-AR,SCX, Spray applied cellulose insulation material.The fiber is applied with water to interior Dallas, TX 75206 4A. Gypsum Board*- (As an alternate to Item 4)-Nom 3/4 in.thick, installed as with the application instructions supplied with the product. Nominal dry density of SHX, WRC or WRX. surfaces in accordance with the application instructions supplied with the product. described in Item 4 with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. long 2.5 Ib/ft3. 4B. Gypsum Board*--(As an alternate to Items 4 or 4A)—Nom 3/4 in.thick,4 ft Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per Type S screws for outer layer. U S GREENFIBER L L C--Cocoon2 Stabilized or Cocoon-FRM(Fire Rated wide, installed as described in Item 4A with screw length increased to 1-1/4 in. cubic ft. CANADIAN GYPSUM COMPANY -Types AR, IP-AR. Material) CANADIAN GYPSUM COMPANY--Types AR,IP-AR. NU-WOOL CO INC -Cellulose Insulation UNITED STATES GYPSUM CO -Types AR, IP-AR. 5B. Fiber,Sprayed*--As an alternate to Batts and Blankets(Item 5)and Item 5A- UNITED STATES GYPSUM CO--Types AR,IP-AR. A USG MEXICO S A DE C V -Types AR, IP-AR. Spray applied cellulose insulation material.The fiber is applied with water to USG MEXICO S A DE C V--Types AR, IP-AR. I Issue Date&Issue Description By Check interior surfaces in accordance with the application instructions supplied with the 5. Joint Tape and Compound--Vinyl,dry or premixed joint compound,applied in 4B. Gypsum Board*-(As an alternate to Item 4,4A and 4B)-5/8 in,thick,2 ft wide, product.Applied to completely fill the enclosed cavity.Minimum dry density of 4.3 two coats to joints and screw heads; paper tape,2 in.wide,embedded in first -- 13 02.02.07 KBB MK tongue and groove edge,applied horizontally as the outer layer to one side of the pounds per cubic ft. layer of compound over all joints.As an alternate,nominal 3/32 in.thick gypsum PHASE III — FOUND & STL PACKAGE assembly. Secured as described in Item 4 for the direct attached system. NU-WOOL CO INC --Cellulose Insulation veneer plaster may be applied to the entire surface of Classified veneer CANADIAN GYPSUM COMPANY -Type SHX. *Bearing the UL Classification Mark baseboard.Joints reinforced. 15 03.02.07 KBB MK UNITED STATES GYPSUM CO -Type SHX. 6. Resilient Channel--(Optional-Not Shown)--25 MSG gals steel resilient channels PHASE III FOUND. & STL. ISSUE FOR PERMIT USG MEXICO S A DE C V -Type SHX. spaced vertically max 24 in. OC,flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. 6A. Steel Framing Members(Not Shown)*--As an alternate to Item 3,furring ■Dchannels and resilient sound isolation clip as described below: es ' n o ■ S702 a. Furring Channels--Formed of No.25 MSG galv steel.2-318 in.wide by 7/8 in. deep,spaced 24 in. OC perpendicular to studs.Channels secured to studs as Restrained Beam Rating -- 1 1 -1/2 and 2 Hr described in Item b. Ends of adjoining channels are overlapped 6 in.and tied g together with double strand of No. 18 SWG galv steel wire near each end of Unrestrained Beam Rating -- 1 1 -1/2 and 2 H r overlap.As an alternate,ends of adjoining channels may be overlapped 6 in.and g secured together with two self-tapping#6 framing screws,min.7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel. s a 2• s a a s b.Steel Framing Members*--Used to attach furring channels(Item a)to studs (Item 1). Clips spaced 48 in.OC.,and secured to studs with 1-5/8 in.wafer or hex ■ - head Type S steel screw through the center grommet.Furring channels are ---�``" friction fitted into clip DesignNo . T1.1/91*_ _ _ s. ,.- PAC INTERNATIONAL INC—Type RSIC-1. `- . _1 *Bearin the UL Classification Mark Ratings 1 -1/2 2 3and4Hrt . 1 . ..:;µ g t g e i'� '� �'. (•' rr a :./, ,•i:.,,. .:..•. %i .t ..... :,:.:�;:� :...:t 1 .:::: -�1 ''`.. 1.Steel Joist -12.14 min size. ;' ;-'- 1=. , t' -:I ::, ------- :,, ,.::,;;, 2. Roof Covering -Consisting of hot mopped,cold application or single-ply materials,compatible .t Y P I:: :I 1:� .•.,:,:,.....': =' �� -'': ; �_._ with insulation(s)described herein which provide Class A, B or C coverings.See Roofing Materials and - -- - ,: Systems Directory-RoofMaterials EVT 21 r,; :t yCovering (T ). r:::::r :'; ' :::' . .. - Fiber r 3 Mineraland ber Boa ds -24 b 48 in. boards applied in single multiple >�`��°��:;�:� a s e or la ers.Boards secured :::::: :. --•� '' - •'. 2 to steel roof deck units and previous layer of insulation, if multiple layers are used,with adhesive. ,. S:-;-: '` :1. BMCA INSULATION PRODUCTS INC ,;: ;. :... ..; .;.,,1 ...:::: ;,. Fi :;: _ ✓ '*.},r i:il .--��-��..-.•>�-'.-��y�: JOHNS MANVILLE INTERNATIONAL INC 1.Steel Column,Steel Pipe or Steel Tube--Wide flange column(W)or circular pipe(SP)or square or 4.Adhesive*--Applied to steel roof deck units in 1/2 in.wide ribbons approx.6 in.OC at 0.4 gal/100 sq. rectangular tube(ST)of minimum sizes as shown in the tables below. ft. 2. Spray Applied Resistive Materials+--Applied by mixing with water and spraying in one or more See Adhesives(BYWR)category for names of manufacturers. coats to the thicknesses shown below,to steel surfaces which are clean and free of dirt, loose scale, and oil. Min avg and min Ind density of 16 and 15 Ib per cu ft,respectively. For method of density 5. Steel Roof Deck--(Unclassified)--Fluted,24 MSG, galv, 1-1/2 in.deep with 3-112 in.wide flutes determination,see Design Information Section,Sprayed Material. spaced 6 in.OC and 30 in.overall width. Ends overlapped at supports a min 1-1/2 in.and welded to The minimum thickness of spray-applied resistive material required for various fire resistance ratings supports, min 12 in.OC.Adjacent units button-punched or welded together at midspan along side of contour sprayed or boxed wide flange columns are shown in the table below: joints. 6. Metal Lath —(Optional)--Metal lath is used to facilitate the spray application of Spray-Applied Fire Min Resistive Materials on steel bar joists and trusses.The diamond mesh,318 in.expanded steel lath,1.7 Col Size W/D Min Thk In. 1 Hr 1-1 Hr 2 Hr 3 Hr 4 Hr to 3.4 Ib per sq yd, is secured to one side of each steel joist with No.18 SWG galv steel wire at joist W6X9 0.33 1-118 1-314 2-114 3-3/8 NR web and bottom chord members,spaced 15 in.O.C. max.When used,the metal lath is to be fully SHEET NOTES W6X12 0.43 1-1/16 1-1/2 2-1/16 3-1/16 NR covered with Spray-Applied Fire Resistive Materials with no min thickness requirements. Seal/Signature W6X16 0.57 7/8 1-5/16 1-3/4 2-3/4 3-3/4 7. Non-Metallic Fabric Mesh--(Optional)--As an alternate to metal lath,glass fiber fabric mesh, W8X28 0.68 13/16 1-114 1-5/8 2-5/16 2-7/8 weighing approximately 2.5 oz per sq yd, polypropylene fabric mesh,weighing approximately 1.25 oz W10X49 0.83 314 1-1/8 1-7/16 2-1/16 2-3/4 per sq yd or equivalent, is used to facilitate the spray application.The mesh is secured to one side of W12X106 1.46 1/2 3/4 1-1/16 1-5/8 2-1/8 each joist web member.The method of attaching the mesh must be sufficient to hold the mesh and the W14X233 2.52 1/4 7116 9/16 15/16 1-5/16 spray-applied Spray-Applied Fire Resistive Materials material in place during application until it has W14X730 6.68 114 1/4 1/4 7/16 9/16 cured.An acceptable method to attach the mesh is by embedding the mesh in minimum 1/4 in. long beads of hot melted glue.The beads of glue shall be spaced a maximum of 12 in.OC along the top chord of the bar joist.Another method to secure the mesh is by 1-1/4 in.long by 1/2 in.wide hairpin The minimum thickness of Spray-Applied Fire Resistive Materials required for various fire resistance clips formed from No. 18 SWG or heavier steel wire. ratings of contour sprayed steel pipes or tubes are shown on the table below: 8.Spray-Applied Fire Resistive Materials*--Applied by mixing with water and spraying in more than one coat to the joist and deck surfaces to the final min thicknesses shown above.The crest areas! Min above the joist shall be filled with Spray-Applied Fire Resistive Materials.All surfaces must be clean Column Size A/P 1 Hr 1-1/2 Hr 2 Hr 3 Hr 4 Hr and free of dirt, loose scale and oil. Min avg and min ind density of 15/14 pcf respectively.Min avg and Project Name Min Thk In. min ind density of 19/18 pcf respectively for Types 7GP and 7HD.For method of density determination, refer to Design Information Section. Restrained&Unrestrained Sea Turtle Resort ST 4X4XO.1875 0.18 15/16 1-7/16 2 2-15/16 3-3/4 Beam Rating Hr Min Thkns In. ST 4X4XO.3125 0.29 5/8 1-1/16 1-1/2 2-3/8 3-3/16 1 1-7/8 Ashford Hospitality Trust ST 4X4XO.375 0.34 9/16 15/16 1-3/8 2-1/8 2-7/8 14 2-1/8 ST 4X4XO.5 0.44 7/16 3/4 1-1/8 1-13/16 2-9/16 2 2-3/8 1 Project Number SP 4X0.237 0.22 13/16 1-3/8 1-7/8 2-7/8 3-13/16 ARABIAN VERMICULITE INDUSTRIES—Type MK-5. 02.5635.000 CARBOLINE CO—Type 1 GRACE CANADA INC--Types MK-4, MK-5. CAD File Name GRACE KOREA INC--Types MK-6/CBF, MK-6/ED, MK-6/HY,MK-6s,Monokote Acoustic 1 . A00_22 3. Metal Lath --(Optional)--Not shown—For use with boxed configuration.3.4 Ib per sq yd gale or PYROK INC--Type LD. painted expanded steel lath. Lath shall be lapped 1 in.and tied together with No.18 SWG galv steel SOUTHWEST FIREPROOFING PRODUCTS CO--Types 4,5,5EF,5GP,5MD,7GP,7HD,8EF,8GP,8MD, Description wire spaced vertically 6 in.OC. 9EF,9GP,9MD. UL Assemblies +Bearing the UL Classification Marking. VERMICULITE PRODUCTS INC--Types MK-4, MK-5,VP4,V135. W R GRACE&CO-CONN CONSTRUCTION PRODUCTS DIV--Types MK-4, MK-5, MK-6/HY,MK-6s,Monokote Acoustic 1 , RG. *Bearing the UL Classification Mark I Scale AOOm22 @2006 Gensler KEY NOTES ea urtle Resort Hotel Renc vatlDn 1 1 Ashford Hospitality Trust 14185 Dallas Parkway ry ry1 . Suite 1100 1 Dallas, TX 75254 1 1 1 1 1 1 1 700 Milam Street Suite 400 1 Houston TX 77002 Cxensler Telephone 713.228.$050 Facsimile 713.229.9343 1 1 1 � 1 � 1 � 1 Q Remington Hotels, g LP Project Manager Ci 1 14185 Dallas Parkway Suite 1150 1 Dallas Texas 75254 1 1 Thornton Tomasetti Structural Engineer 1 12750 Merit Drive Suite 5 7 0, LB-7 Dallas, Texas 75251 1 1 Thompson Company MEP Engineer 1 50 Technology Parkway, South 1 Norcross, GA 30092 1 1 1 1 Consultants to Remington Hotels LP g � CEI Engineering Associates, Inc. Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 poop Leo A. Daly Interior Designer — ` �•s ��' �� The Offices at Mockingbird Ile �` 11 Station 5307 East Mockingbird Lane �.� — � � � �► �. 11 Suite 400 1 — — '� r'///' ! 1 Dallas TX 75206 _r � E R� -- fj� W-00 000, 1 sOTO \�0000 0000 0000 AGN .01,000� 000,0000�_- `c �O 1 WOW 0000 000,00-�moo, )OT — 1 M� Issue Date&Issue Description By Check r ' 1 — �—''1► -- 1 04.28.06 KBB GL 1—' 1 - 1 �— 1 PRELIMINARY PRICING PACKAGE 9 08.11.06 DK GL / �► �— '1 ISSUE FOR PHASE II PRICING moo, Y / l / I / o 1 WWI, / �' 1 10 12.08.06 KBB MK .000 Y / // / // 1 1 ISSUE FOR GMP u 1 1 y� o swoop , 11 12.22.06 KBB MK ISSUE FOR PERMIT REVISION 0� Y 1 1 o � � ,� 1 1oR 13 02.02.07 KBB MK M 1 11 SOT , _ PHASE III FOUND 8c STL DD PACKAGE 1 1 15 03.02.07 KBB MK 1•� �s 1 1 AW 1 RE tAG , PHASE II! FOUND. & STL. ISSUE FOR PERMIT _-� r - �.- 1 SES 1 LIQ 1 U — 1 1 11 A�� F it 1 NIA wool 1 dowo 400 W-01 11 WOW )COO, 1 � 1 ' 11 -- 000000 ..01 WOW WOO,000P WOW I-Dr 00.0-0 1 r - V7 WOO, WOW 0-0 00 I — 1 1 WOW 1 .__ r _ -_-� 0000 W-1 1 1 _ - 1 1 1pow SHEET NOTES —— — — Seal/Signature 1 — —� , 1 �` — J .000 -- k i vl � 11 ; ;�► d M� too 3� ,.., i ,., � .m.,., „c,.,,-r•-b--3' S �-,3.�--Y ,f.-y,..t' t,,,g-. ..f..,,,'S y ,.-aw-n`r q'.,.1..-+; -^[ c5 aMa„w Project Name H ea Turtle Resort Ashford H t l Trust ospi a ity rus b Project Number 02.5635.000 o ULEV � � f,. 1 rJ CAD File Name A00 50 Description _. �. DEMOLITION PLAN KEY NOTES ea u e esort I Ho e enova ion I . _ Ashford Hospitality Trust mom "now14185 Dallas Parkway Suite 1100 I i Dallas TX 75254 8 PARKING SPACES @ 1C' EACH I E.J. o I � I I I I I I 700 Milam Street AEW PARKING Suite 400 o E.J. TRIPE AND I Houston TX 77002 I I I = ,�, L., ,�, � EXISTING SIDEWALK TO REMAIN I S�DEW LK Telephone 713.228.8050 -- - - - - - - - - -- - - -- - ensler Facsimile 713.22 343 I I � I � I _ 24'-9 15/16" I 18,-G„ 5,-0„ � I Z Q YC,f � R. LLJ < 0 O I � � v I � W Z IZ Q I cfl 00 E.J. I rn o I - I I I I I I � I i ,- Remington Hotels, LP 0 Project Manager 14185 Dallas Parkway I ( Suite 1150 o I Dallas, Texas 75254 V E.J. I % I Thornton Tomasetti I I o I Structural Engineer 12750 Merit Drive, Suite 750, LB-7 I I I Dallas, Texas 75251 I I I o Thompson Company E.J. � MEP Engineer i 50 Technology Parkway, South I I o I Norcross, GA 30092 I I I 00 I I <� I � I Consultants to Remington Hotels, LP SIDEWALK PLAN CEI Engineering Associates, Inc. 2 SCALE: 1" = 10'-0" SP_50.DWG A00.51 Civil Engineer 4475 U.S. 1 South - - - - - - - - - - - - - - - - I- - - - Suite 301 St. Augustine, FL 32086 I I - Leo A. Dal � I � y Interior Designer 14 V -i— �� The Offices at Mockingbird Station I 5307 East Mockingbird Lane r I Suite 400 - — — — — — Dallas, TX 75206 _ ... L � Issue Date&Issue Description By Check I I I -- 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 9 08.11.06 DK GL ISSUE FOR PHASE II PRICING & PERMIT 13 02.02.07 KBB MK I PHASE III – FOUND & STL DD PACKAGE 7 . _• I 15 03.02.07 KBB MK I PHASE III FOUND. & STL. ISSUE FOR PERMIT I I I 5 A00.61 I I � I I I I I I I I I i I � I I I I / I _I I 0 I I t fit , I I I I I I I SHEET NOTES Seal/Signature I a MINIMUM, ------------- ------------- I I ( F, — y --------------- - ------------ r __,..., ....6_.,_,_.,,s.... ...„,..... -^,, T U I lProjectName _ - I Sea Turtle Resort PARKING INFORMATION Ashford Hospitality Trust ... r Number Project r EXISTING NEW 02.5635.000 _ - --. _ r ' CAD File Name NORTH LOT 108 SPACES NORTH LOT 108 SPACES A00-51 SOUTH LOT 110 SPACES SOUTH LOT 86 SPACES �. w :171 �. -� .._ 4 — HC 5 SPACES HC 7 SPACES Description w- _�" � . CONSTRUCTION PLAN aftm--- -�---� - _�- TOTAL 223 SPACES TOTAL 201 SPACES SI TE — C ._ _ r� �_.E. Scale S ... __ .b d r .•,.: . North A00051 . -.._ m SITE PLAN ©2006 Gensler SCALE: 1" = 20'-0" SP_50.DWG KEY NOTES Sea urftt e esort Hote e Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 goo C3 �� ensier .a.. .�./�'::�.•.-''.f�f. I I Facsimile 713.229.9343 UP4p E.J. I I 1 L AXI AY I I I Up J Q I I LANDSCAPELn Q 2 -1 /2 13 -8 13 -8 13 -8 13 — 13 8 { J. I \ I I 1 5 Al 0.0 { X1 T G 20 Remington Hotels, LP ° II B 093 Project Manager ,o - 14185 Dallas Parkway 'So { I Suite 1150 Dallas, Texas 75254 \ Q o9.1 / RTAAN Thornton Tomasettl / p Structural Engineer { I 12750 Merit Drive, Suite 750, LB-7 / I Dallas, Texas 75251 { I Thompson Company p II — E MEP Engineer { I 50 Technology Parkway, South C Norcross, GA 30092 1 / \ ^� t � I / I Consultants to Remington Hotels LP CEI Engineering Associates, Inc. LANDSCAPE { Civil Engineer \ I 4475 U.S. 1 South \ / 09.1 I �9, I ® o ®° ® o ® ®o o ® 00 Suite 301 St. Augustine, FL 32086 � / I i { Leo A. Daly o 0 0 0 0 0 0 IInterior Designer The Offices at Mockingbird 11 3 09.33 Station 09.1 O I 5307 East Mockingbird Lane I Suite 400 { Dallas, TX 75206 I { I I L !� Issue Date&Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE I { I (I 9 08.11.06 DK GL -.,_._...".., _d _ 1 a r PHASE III FOUND & STL DD PACKAGE Ef T PHASE III FOUND. & STL. ISSUE FOR PERMIT ........E,,, .,....,,..,„,s,. .. I r. 4 , 7 I.. s j 1_ t 1 15 03.02.07 K1313 i «r --_. « _"_. �.d EXISTING STRUCTURE TO REMAIN - , - � �__ _ i1 i rry a,w „_ _ _ ,.,. _-..r i 3 3 s _,„_.b S�_._.� t r t r J T___ ___ •m„ DEMO EXISTING RETAINING WALL NEW RETAINING WALL } ; J ^„ i _ EXTEND OUTDOOR PATIO TO THE - � ry _ �- NEW RETAINING WALL r_ EXISTING LANDSCAPE TO REMAIN NEW FENCE TO LANDSCAPE MATCH HOTEL r »_ f �w BALCONY RAILING E —r » x ,t , ff --- ._ _„ (j v 5 _,.,,.5 r SHEET NOTES _ W _ s »•_� few _. , .m ... T r # ..,...z......._ f r _�_.,. s._ L_ �...._.. r....._ . s H "_�.... __ w. - t -r- .,.,._, t « _. 117 , I_ _ _ JE f _^'+�.� i mµ7 6" f t f � w - 1 F L .�...._,..._z.., r d Project Name 440 Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A00-61 IDescription ENLARGED SITE PLAN — VERANDA AND PORTE COCHERE IScale ALL EXISTING DIMENSIONS ARE TO BE VERIFIED IN North FIELD. NOTIFY ARCHITECT IF ANY DISCREPANCY IS FOUND. AOOm6l ENLARGED S PLAN - VERANDA AND PORTE OC H E RE ©2006 Gensler SCALE: 1 :10 SP_61.DWG KEY NOTES Sea Turtle Resort Hotel Renovatl* on Ashford Hospitality Trust 14185 Dallas Parkway Suite 1100 Dallas, TX 75254 700 Milam Street Suite 400 Houston TX 77002 Telephone 713.228.8050 Gensler Facsimile 713.229.9343 L0001 001 1 I _ I I I I I Remington Hotels, LP I E.J. E.J. I Project Manager 14185 Dallas Parkway O I .�• ••• . • ;•s•.: I Suite 1150 Dallas, Texas 75254 /D•p •,� D•,p D•,p D I • I Thornton Tomasetti O '� • •Ir = U P I Structural Engineer •./? .D•' D'•�Df I g �s• .D .a••s .D�/ 12750 Merit Drive, Suite 750, LB-7 UP Dallas, Texas 75251 a D D D I �_._ x.. ===x E.J. E.J. r��-��:��`��: -- _ CLAY TILE ROOF I - T1 O m I TYP II 00 Thompson Company ♦ I O° p p y ♦ o UP ° 1 I I MEP Engineer I NEW 4" OF DRAIN 50 Technology Parkway, South O �Q I I WITH 0 FLOW DRAIN I Norcross, GA 30092 I El I _ I sloes � a S�oQ I I II . 00 I I ° RD 3 ° RECESSED LIGHT I I I ° Consultants to Remington WOOD SOFFITClR / � I � �� 'y I ton Hotels g , LP� I CEI Engineering Associates, Inc. 09220.A PORTLAND CEM PLASTER 8 Civil Engineer 4475 U.S. 1 South ® I CLAY T1LE ROOF I o° I I Suite 301 El TYP. St. Augustine, FL 32086 I I s� s oQ I I Leo A. Daly °° ° I Interior Designer RD RD The Offices at Mockingbird Station 5307 East Mockingbird Lane o Suite 400 `n O O Dallas, TX 75206 _ I RD 09220.A PORTLAND EM PLASTER »:..., CLAY TILE ROOF Issue Date&Issue Description By Check �• 9 08.11.06 DK GL LOPE ISSUE FOR PHASE II PRICING & PERMIT 13 02.02.07 KBB MK PHASE III — FOUND & STL DD PACKAGE 15 03.02.07 KBB MK / I PHASE III FOUND. & STL. ISSUE FOR PERMIT 0® 0 ® I I / I / I I I I I I I I I I LOPE I I I I I I Z = I I �o a N I R ECESSEC I CLAY TILE RO F FT. o `J WOOD SO I " F ' MI SLOP I SLOF„- .. J_ r , w _ U SLOPE PORTLAN 092 Aj7 L W i _ Z SLOPE „ } „ ( w..,. 1, S £ f } .., 3 } p�' ”,„„ t t„ a t 3 _._.. fes.._._ { v ,,...{...___ ,,,..,,.. , t r _» Q O _ i , i _._„_ t _.„_ SHEET NOTES 17 £ # j '(j 'rte r .,.,f,..„ „d i , 13 __„ „.. ,,.. t ” _<,,... m... r r J r _ s t _ 3 5 { „} ( ,..,..,,.f,.",.,,,.,,,,b,._,_—„"•""'^�*�i Project Name Sea Turtle Resort Ashford Hospitality Trust IProject Number 02.5635.000 CAD File Name A00-71 IDescription SOFFIT PLAN — VERANDA AND PORTE COCHERE IScale AOOm7l North North SOFFIT PLAN - VERANDA AND PORTE COCHEREROOF PLAN - VERANDA AND PORTE COCHERE ©2006 Gensler SCALE: 1:10 SP_71.DWG 15 SCALE: 1:10 SP_71.DWG MENNEN KEY NOTES AX AY AZ A B C D E F G H J K L DOORS do VESTIBULE, AWNING Sea Turt e Resort (DREMOVE . REIdIOVE PAVILION ROOF & FRAMING Hotel Renovation —� � ———————— Q3 REMOVE ENURE CABANA BAR ff �� r� i i � M� � I Ashford Hospitality Trust I ir N\ 10111 �] ,' 11 QQ REMOVE ENURE EXTERIOR WALL 14185 Dallas Parkway L J1Lr I E Y � Q REMOVE RESTROOM PORTION OF BUILDING Suite 1100 U Dallas, TX 75254 i 5 5 � 09. > � — � 700 Mi am Street _ 1 • � Suite 400 � Houston TX 77002 i I i i I RECEIVING ; Gensler Telephone 713.228.8050 OFFICE\ OFFICEI Facsimile 713.229.9343 STAFF I STORAGE LOUNGE 1 . 9 6 6 1 1 1 1 1;;U2 ME i OFFICE OFFICEn OFFICE1 117177= A09.011 �r 0 � � � — � — . 5Remington Hotels, LP XHNI iLIPro ect Mana er I I II � -- r=� � J g � I �� I I 14185 Dallas Parkway � J STORAGE r———1—— � —— � Suite 1150 3 STORA _ �� _ _ Dallas, Texas 75254 I � i � � — — — � 3. 1 Thornton Tomasetti Structural Engineer � 12750 Merit Drive, Suite 750, LB-7 I �¢'-3' I Ile � Dallas, Texas 75251 <2 it go� LAUNDRY � STORAGE up up TABLE � � ' sago i � Thompson Company I ��' Ji— � I uN� I3. 9MEP Engineer UP up' I50 Technology Parkway, South � � Norcross, GA 30092 0_091 5 �x �x � 3 Consultants to Remington Hotels, LP 6 CEI Engineering Associates, Inc. 5 Civil er A10.00 I � � �� 4475 U.S. South Suite 301 St. Augustine, FL 32086 PLANTER Leo A. Daly Interior Designer 7 — — — — — — — — I _ I — — — — — — — — — — — — The Offices at Mockingbird �_ _ _SII— —IIS — Station 5307 East Mockingbird Lane Suite 400 II Dallas, TX 75206 � ROOM L� Issue Date&Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL � � ----------------- -------- � =nTOWER SKIN PACKAGE I 11 AN 9 08.11.06 KBB GL X09.0 N ISSUE FOR PHASE II PERMIT 13 02.02.07 KBB MK PHASE III - FOUND & STL DD PACKAGE 8 - - - - - - - �_ - - - - - - - - - - - - - - � - - - 15 03.02.07 KBB MK � I II PHASE III FOUND. & STL ISSUE FOR PERMIT � II 91 � STORAGE 9 � j� � D D AREA NOT INSCOPE 0 Iii � I II I 1�= rDISPLAY ��MECHANIC(1L r�� 'L �� I � I � KITCHEN I II I a � / �q II EXISTING WALL � PLANTER �� X11 � I �� _�� II 1�9 �- r------, / PH El� II � � �I � � � �It L I I J� DEMO WALL 11 L L= I SHEET NOTES L�J � LQJ r1 �-L_S�I�Z�__IfT------ Tn�_____-� I� (Seal/Signature i �� Lir— �I ——�-—————— � I� A. REFER TO A.00.10 FOR GENERAL NOES. I I I � 11 ��v' B. THE GENERAL CONTRACTOR AND ASSOCIATED F<>�.41 SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR THE � II I �� PROTECTION OF ALL MATERIALS, FURNITURE, EXISTING ,�, I I U DOORS WALLS, ETC. DURING CONSTRUCTION. 10.5 — �\� � — +- _ � _ of BUFFET � — � � — — — — — C. THE GEN. CONTRACTOR SHALL PROVIDE AND MAINTAIN CORRIDOR ACCESS AND FIRE EXIT WIDTH J.�uL_________1_____ REQUIREMENTS DURING THE DEMO/CONS1RUC11ON f" Tn7___T — C�———L�1———� PERIOD. �Project Name 1—T— ———— D. RE: SPECS. FOR MATERIALS, RECYCLING SITE do �� CONTRACT. Sea Turtle Resort E. ALL WORK SHOWN IN DEMOLITION DRAWINGS SHALL Ashford Hospitality Trust BE PERFORMED ACCORDING TO PHASING SCHEDULE. RE A00.20 ProjectNumber ��___ 02.5635.000 r11 L �� I CAD File Name III A01-00 BAR � I Description --] DEMOLITION PLAN LEVEL 0 I 5 I I I II II �scene I A09.01/ � � North A01 . 00 C E E H J O DEMOLITION FLOOR PLAN - LEVEL 0@20065Gensler SCALE: 1/8" = 1'-0" BP_01.DWG KEY NOTES AX AY AZ A B C D E F G H J K L Sea Turtle Resort O1 REMOVE EXISTING ROOF -------------------------� 2 REMOVE PAVEMENT AND SIDEWALK AT EXISTING I lotel r------------------� I `� �� I PORTS COCHERE I I I \� ♦� I 3 REMOVE EXISTING STAIRS AND RAMPHospitality I { I I Ashford Trust \ � REMOVE EXTERIOR WALL AND DOOR 1418 5 Dallas Parkway y (D `� I Suite 1100 I I I I I I I I I I I { I I I ` I Dallas TX 75254 --- --- ----- Joe I { I I I _N {10elo.- 51 --1 090 1 II 11 CONFERENCE 11 II I I I-L� I —11— — — — — — — — — — — — — — — — U — — \ I — 700 Milam Street 1 . 1 Suite 400 II{I III II 11I Houston TX 77002 OFFICE GM OFFICE n Telephone 713.228.80 5 0kESERVAl10NS II iII CxenslerFacsimile 713.229.9343 ED PLANTATION SUNDRY LOBBY II SALES RECEPTION ROOM II SHOP II �� it I (SII 11 6= RAMPS II II I I II I �I UP I I I I IE II I II I� I I III III I I X U I I — i{ �� — I — — I I I — BX ST.I — — — — Fund=--- _=-_ - - - 1 . 9 1I I ___ CATERING I / 2 - -II - - - - - ------- - - - - - ___ - - _ SUPPORT - - - - M 1I I /�-- _� PORTERIT I I - I I I II 11 ( DN = 2 � tr A09.01/ Z-U P _ _ PORTS_ I _ ENTR - A I - -R ELEVATOR - - - I --- � - ---- • 5 Remin on Hotels LP I COCHERE �'t 4 I_ Up UP I g I I I 11 I (,�-+ �--� I � I I I I I I I I n I I I I II II IIII I�_ III 11— I I Project Manager ___ — ____� Y Y L 14185 Dallas Parkway I ----- DN --- --- CORRIDOR rT===— _M Dallas, __ \ I I Suite 1150 ��\ STAIRS / � Dallas, Texas 75254 I NNW 1001 DN -DN r 3 II ——— — -- �— MI Thornton Tomasettl II I 3. 1 SMEN I �- II I I Structural Engineer - J Z {I PLANTATION 1 I r , ---�--- r \ 11 _X10;9Z.0 I I I I I I �� FITNESS r--- ---� ACCOUNTING � y � II ROOM I I I I 12750 Ment Drive, Suite 750, LB 7 I I I I BOARDROOM I I I I I ___ ___ I I - / 11 I Dallas, Texas 75251 11 I I II I III DN 111 II _� I T ---�I II I DN-4r I -------- --� ------ II J \ II ACCOUNTING � II { I 1 Thompson Company I II --b F u p — — — —--— i . 9 MEP Engineer 4I I ——— I 50 Technology Parkway, South IIII IT 1 Norcross, GA 30092 5. 1 _ _ _ _ _ _ _ _ _ STORAGE"II{ STORAG 1 I I II I I II I 5 — Consultants to Remington Hotels, LP �A09.01/ CEI Engineering Associates, Inc. I Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 I Leo A. Daly I Interior Designer The Offices at Mockingbird Station I 5307 East Mockingbird Lane Suite 400 I Dallas, TX 75206 LIssue Date&Issue Description By Check l 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE /11\7 9 08.11.06 KBB GL ISSUE FOR PHASE II PERMIT 13 02.02.07 KBB MK PHASE III — FOUND & STL DD PACKAGE 15 03.02.07 KBB MK PHASE Ili FOUND. & STL. ISSUE FOR PERMIT I I I I I INDICATED AREA NOT IN SCOPE I EXISTING WALL TO REMAIN L-_---_J DEMO WALL I SHEET NOTES I Seal/Signature A. REFER TO A.00.10 FOR GENERAL NOTES. B. THE GENERAL CONTRACTOR AND ASSOCIATED SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL MATERIALS, FURNITURE, EXISTING DOORS, WALLS, ETC. DURING CONSTRUCTION. C. THE GEN. CONTRACTOR SHALL PROVIDE AND MAINTAIN CORRIDOR ACCESS AND FIRE EXIT WIDTH REQUIREMENTS DURING THE DEMO/CONSTRUCTION l PERIOD. I Project Name I D. RE: SPECS. FOR MATERIALS, RECYCLING SITE & Sea Turtle Resort CONTRACT. Ashford Hospitality Trust E. E. ALL WORK SHOWN IN DEMOIJ11ON DRAWINGS SHALL BE PERFORMED ACCORDING TO PHASING I Project Number SCHEDULE. RE: A00.20 02.5635.000 CAD File Name A01-01 Description DEMOLITION PLAN I LEVEL 1 / 1.5 IScale 0 2' 4' 8' 16' A01 Ol ■ DEMOLITION FLOOR PLAN - LEVEL 1 ©2006 Gensler -0 _ DWG 5 KEY NOTES AX AY AZ A B C D E F G H J 2 5 K L 3B ea u e esort A09.21 A09.21 09.1 131-8" 13P-8" 139-8" 139-89' 131-8" 139-8" 131-89' 131-8" 13'-8" 139-8" 130-8" 27'-2 181-8" 1 8» Hotel 40'-4» 7'-6» 1' 0» Ashford Hospitality Trust 17 5 POOL A09.21 09.10 ENERATO EQUIP. 3C 14185 Dallas Parkway MAINTENANCE 002 003 09.1 001 Suite 1100 20 Dallas, TX 75254 A09.21 I I I 3A I 09.1 -� 0. 5 i I 03 I 08.0 I - STORAGE ELECTRICAL WOMENS o MENS 1 �, NEW SLAB ® 16' o" 000ro", I t 068 RE: STRUCTURAL EQUIP. I RESTROOM 08.0 004 018 1 % 700 Milam Street O LM KIDS 11 Houston TX 77002 I I Telephone 713.228.8050 IT / COLD CLUB I p OFFICE OFFICE I Ior FacsimileSTORAGE 016 Ies ::::::::::: !::::: ::::::::::: 014 00 00 I I 1 005 FAMILY I I _t I t TOILET 10 0 rO"5 RECEIVING 017 00 — — CORRIDOR I I �-00 I A 012 I 0 I -I - - 4 o I I I 1 . 9 - - - - - - STAFF • L00, LOUNIGM N — — / I WOMENS I 015 I 00 II 0 I - 0 II LOCKER I F.D. t S o I I 006 — — I MENS _ RESTROOM CO OR t 6 — — I I I I _ ELEVATOR 020 5 I I I I I I BT • 5 Remington Hotels LP N _ I g — — - - - - - - - -- - - 021 I - - CE MENS I Project Manager LOCKERS I ELEVATOR ELEVATOR I co 5 14185 Dallas Parkway 0 II — — — — 007 II ELEV BJELEV A , .I Dallas, Texas 75254 AD T �'° I — — — -1 — I � Thornton Tomasettl FF STAIR � 3, 1 D � po po I I TABLE I 9 ✓ STORAGE 1 B I I I Structural Engineer f � FITNESS I 12750 Merit Drive, Suite 750, LB-7 011 I I 0 CENTER I i Dallas, Texas 5251 STAIR a as, Te s 7 p . .::>: . t ER N ;p• i ... I I CORRIDOR 023 C R r' 00 RO E '� o I 02406 UP UP I o I C T •'� ::�f,' STORAGE 11 I I LAUNDRY I I I Thompson Company t 69 �'; . I 019 :, O 3. 9 4 _ __ — — — — — _ _ — _ _ — — — I — t MEP Engineer ZZ, — _ — — _ I— — — _ i — 50 Technology Parkway, South "' I LIQUOR I ( Norcross, GA 30092 t I I I I I I ( 5 BALLROOM STORAGE 5 PHONE STORAGE MECHANICAL • I ROOM 010 EQUIPMENT I ♦ ♦ 008 009 034 I C) 0 0 tCD 00 t J C%4 5. - IV \11 I./ I I 1O/A09.3� NEW COLUMN t STORAGE Consultants to Remington Hotels, LP 5. 9 o RE: STRUCTURALI I 033 6 - - — _ — - - - - - - - I - - - - - POOL - - - CEI En ineerin Associates Inc. rt I I I g g , 0o 5 BAR & GRILL K' � Al 0.00 ro 032 Civil Engineer I LO 4475 U.S. 1 South CO N Suite 301 0 6 L�. — — — — —I — — — — — — St. Augustine, FL 32086 N 6 5 I 18/AO9.37 Leo A. Daly � NEWS B ® 14'-0" 00 00 AMELIA Interior Designer 6 . 9 ROOM I The Offices at Mockingbird Station . 7 �o 7. 1 — — — CORRIDOR STORAGE 5307 East Mockingbird Lane N _ 2 _ I _ NEW COLUMNS ISLAND 035 I 045 Suite 400 — � Dallas TX 75206 RE: STRUCTURA BALLROOM ' O I 036 �, t 0 00 I �o \ 4J\ I I Issue Date&Issue Description By Check O r7 t � 2 I 1 04.28.06 KBB GL � o0 09.10 I I I I FINE SCHEMATIC PRICING PACKAGE — — — _ I OFFICE DINING 2 05.26.06 KBB GL 7. 6 ---------------- -------- 046 I FERNANDIA 031 TOWER SKIN PACKAGE � I ROOM I 1 9 08.11.06 KBB GL F, 038 I ISSUE FOR PHASE 11 PRICING 7. 9 I — — — — — I I I I 13 02.02.07 KBB MK i PHASE III - FOUND & STL DD PACKAGE — —I — 1 — I — — — — — — — — — — — — — — — — — — 8 CHS SHADING INDICATES 15 03.02.07 KBB MK K' � I 044 NEW SLAB AT EL: PHASE III FOUND. & STL. ISSUE FOR PERMIT � CORRIDOR STORAGE P I I I I 047 J 027 J CD 8'-9 1/8» g'-4" 10'-8 5/8» 8'-3 7/8» 4'-9 1/2 o FREEZER I SHADING INDICATES NEW CN nSLAB AT LEVEL 0 MENS I I WOMENS I MENS EL:14'-0" AX Y. Z. . 9 AX AX RESTROOM RESTROOM RESTROOM I WOMENS JANITOR RESTROOM 042 040 050 048 I 049 9 FERNANDIA I �, I ROOM INDICATED AREA NOT t 039 IN SCOPE � � o 0 0 ® ® 0 0 010 ® STORAGE 18/A09.37 I I I 051 I EXISTING WALL 0 0 0 0 0 0 0 0 NEW WALL IUIL- -I0o KITCHEN RESTAURANT � CORRIDOR PROMENADE I SHEET NOTES 043 I 028 I Seal/Signature I I I A. REFER TO A00.10 FOR GENERAL NOTES. i I I B. ALL PARTITIONS TO BE TYPE Al U.N.O., REFER TO I I Al2.00 FOR PARTITION TYPES. 0000 C. FOR DOOR & HARDWARE SCHEDULE REFER TO A00.30. 0.5 _ _ _ _ _ _ _ _ _ D. FURR OUT ALL COLUMNS WITH PARTITION TYPE Fl U.N.O.. E. PARTITIONS ARE DIMENSIONED FROM FINISH FACE I� 1 TO FINISH FACE OR CENTER LINE TO CENTER LINE I I ' Project Name U.N.O. DIMENSIONS MARKED "CLEAR" REQUIRE II ALLOWANCE FOR THICKNESS OF FINISHES INCLUDING Sea Turtle Resort 1 CARPET (AND CUSHION CERAMIC TILE VCT ETC. Ashford Hospitality Trust MEETING II BAR )> > ROOM D I I 030 F. LAY OUT PARTITIONS AND DOORS IN FIELD FOR I Project Number II REVIEW PRIOR TO INSTALLATION, INDICATE C> I 029 DISCRREPANCIES AND CONFLICTS AND CONTACT 02.5635.000 t I I I ARCHITECT FOR RESOLUTION. CAD File Name A02-00 Description p CONSTRUCTION PLAN 9'-0" 18'-10» 6'-7" 34'-5" 26'-7» LEVEL 0 IScale 2 , � A09.11 � C E E H J _ O A02000 FLOOR PLAN LEVEL 0 c 2006 Gensler SCALE: 1/8" = 1'-0" BP_OO.DWG KEY NOTES AX AY AZ A B C D E F G H J K Sea Turtle Resort 13,_8„ 13,_8" 13,_8" 13,_8" 13,_8 13,_8„ 13,_8" 13,_8„ 13,_8" 13,_8" 13,_8„ 27,_2 181_8" , • J. 10 0 1 lotel n "4 - ' 7'-6" 1' o" 40Ashford Hospitality Trust SHOWER 14185 Dallas Parkway I i I I I ROOMI SPA I I I I I I 112 Suite 1100 STORAGE SUITE 111 113 Dallas, TX 75254 TOILET ROOM 131-4" F_11 4L33'-6" 1-1 1 ill WET TREATMENT EMERGENCY PREP TREATMENT TREATMENT TREATMENTTREATMENT o 00 ROOM ROOM EXIT ROOM ROOM ROOM ROOM ROOM 103 1x 105 104 106 107 I 108 10940 o � o — — — — — 0 — — — — — — — 700 Milam Street X-ZX. _ _ _ _ _ I Suite 400 CORRIDOR 1 . 1 Houston TX 77002 110 I I I Telephone 713.228.8050 ensler Facsimile 713.229.9343 CV 00I 00 � O I 1 Cao 17 \ i� 00 o \\ 0 N. U-6 a 2 1 T 1 j VESTIBULE 1 RECEPTION LOUNGE 00 i I I 102 I I I I � 116 I 115 �_ , I CORRIDOR 121 �\ i • 5 STAIR Remington Hotels LP o _ g 1A I I I I I O O Project Manager o SALON ELEVATOR ELEVATOR O° 14185 Dallas Parkway 120 EE:LE�V BJELEV A L ''� Suite 1150 Dallas, Texas 75254 EXIT -0 - 3. 1 Thornton Tomasettl N 1 B 121 Structural Engineer 0 , WOMEN'S 12750 Merit Drive, Suite 750, LB-7 l i� � `4' 00 Dallas, Texas 75251 LOUNGE I o 1 119 STAIR / 1C 0 Thompson Company p p y 0MENS_ _ _ _ _ _ - o- - --C6�NGE I 3. 9 MEP Engineer 4 I I I 50 Technology Parkway, South 117 gY Y� Norcross, GA 30092 5. 1 C ELEVATOR -I LEV Cf CLOSET 118 Consultants to Remington Hotels, LP CEI Engineering g Associates Inc. —1 g Civil Engineer 4475 U.S. 1 South Suite 301 L St. Augustine, FL 32086 Leo A. Daly I Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas TX 75206 I I Issue Date&Issue Description By Check 1 04.28.06 KBB GL I PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL �. TOWER SKIN PACKAGE I 1 9 08.11.06 KBB GL ISSUE FOR PHASE II PRICING 13 02.02.07 KBB MK PHASE III – FOUND & STL DD PACKAGE 15 03.02.07 KBB MK I PHASE III FOUND. & STL. ISSUE FOR PERMIT I I I I SHADING INDICATES NEW SLAB AT LEVEL 1.4 I EL.23P-611 I I I I INDICATED AREA NOT I IN SCOPE I I I I I EXISTING WALL I I NEW WALL I I I I I I SHEET NOTES Seal/Signature I A. REFER TO A00.10 FOR GENERAL NOTES. B. ALL PARTITIONS TO BE TYPE Al U.N.O., REFER TO I Al2.00 FOR PARTITION TYPES. C. FOR DOOR & HARDWARE SCHEDULE REFER TO A00.30. D. FURR OUT ALL COLUMNS WITH PARTITION TYPE F1 �. — - - �— Z_ - - - - U.N.O.. E. PARTITIONS ARE DIMENSIONED FROM FINISH FACE I TO FINISH FACE OR CENTER LINE TO CENTER LINE U.N.O. DIMENSIONS MARKED "CLEAR" REQUIRE Project Name ALLOWANCE FOR THICKNESS OF FINISHES INCLUDING Sea Turtle Resort I Hospitality CARPET (AND CUSHION), CERAMIC TILE, VCT, ETC. Ashford Hos P Y Trust F. LAY OUT PARTITIONS AND DOORS IN FIELD FOR REVIEW PRIOR TO INSTALLATION, INDICATE Project Number DISCRREPANCIES AND CONFLICTS AND CONTACT 02.5635.000 ARCHITECT FOR RESOLUTION. CAD File Name A02-01 I Description CONSTRUCTION PLAN LEVEL 1 Scale I L_ 0 2' 4' 8' 16' A02n0l FLOOR PLAN - LEVEL 1 c 2006 Gensler 01 SCALE: 1/8" = 1'-0" BP_01.DWG 0 KEY NOTES ea urt e esort 0 Hote e 2 3 4 Ashford Hospitality Trust PENTHOUSE 14185 Dallas Parkway _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - Suite 1100 Dallas, TX 75254 I I I I N I I I I I ROOF 700 Milam Street I Suite 400 00 I I I I Houston TX 77002 LEVEL 8 — — — — — — _ — — — — — — — — — — — — — — — — — — — — Telephone 713.228.8050 % ensler Facsimile 713.229.9343 I Oo LEVEL 7 i 0o LEVEL 6 00 I PHASE I LEVEL 5 I I I REFER PHASE I CONSTRUCTION SET _ Remington Hotels, LP Project Manager I REMOVE PAVILION ROOF & FRAMING 14185 Dallas Parkway 00 Suite 1150 LEVEL 4 — — — — — i — — — — — — — — — — — — — — — — _ .� — Dallas, Texas 75254 Thornton Tomasetti LEVEL 3 00 PHASE III Structural Engineer �rnP- — 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 REMOVE ENTIRE EXTERIOR WALL 0o LEVEL 2 I� Thompson Company I i-1 I MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 S' i-zs=s LEVEL 1.5 ► , _ _ _ _ _ s��- sz � - ��=U REMOVE VENEER LEVEL 1 LEVEL 0 ^ I I I �---, I ` - Consultants to Remington Hotels, LP CEI Engineering Associates, Inc. Civil Engineer DEMOLITION EXTERIOR ELEVATION - WEST 4475 U.S. 1 South SCALE: 1/8" = 1'-0" EE_OO.DWG Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 J H G F E D C B A AZ AY AX PENTHOUSE I U Issue Date&Issue Description By Check — — — — — — — — — — — — — — — — — — — — — — — � 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL 0 ^ ISSUE FOR PHASE I CONSTRUCTION �, 1 9 08.11.06 KBB GPL C" ISSUE FOR PHASE II PRICING & PERMIT 2 10 12.08.06 KBB MK ISSUE FOR GMP 11 12.22.06 KBB MK ROOF ISSUE FOR PERMIT REVISION i I I I I I I I I I I I I I PAHSE III — FOUND & STL DD PACKAGE I 15 03.02.07 KBB MK 0o PHASE Ill FOUND. & STL. ISSUE FOR PERMIT LEVEL 8 1 I I I I 1 1 I I i r t I 00 LEVEL 7 I 00 LEVEL 6 co KXX I 00 LEVEL 5 00 — — — — — — — — — — LEVEL 4 SHEET NOTES Seal/Signature I I I I I I I I I I ( I I l I 00 LEVEL 3 — — — — — — — — — —� SHADING 0 INDICATES AREA PHASE I co NOT IN SCOPE REFER PHASE I I I I I I I I I I I I I I I -I co CONSTRUCTION SET — — — — — LEVEL 2 Project Name Sea Turtle Resort Ashford Hospitality Trust CD Project Number i •LEVEL 02.5635.000 — — — I CAD File Name Description I ! � I � _ � EXTERIOR ELEVATIONS — DEMOLITION I �I d- LEVEL 0 PHASE II Scale SCOPE OF WORK S 0 2' 4' 8' 16' 43 3 A09mOO DEMOLITION EXTERIOR ELEVATION - NORTH ©2006 Gensler SCALE: 1/8" = 1'-0" EE_OO.DWG • • 1 , - . - 1 1 1 I • • 9 • / . . ■ , . - 11 1 1 '11 r I f -:: L�1 r� _ ---1111-- ------1111-- • IIIIIIIIII IIIIIIIIIIIII I' �I IIIIIIIIIIIII IIIIIIIIII IIIIIIIII 1111111111111 I' �� IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIII11111111 I' �� IIIIIIIIII II11111111111 -- - � � ------111111 11-111111 11-1111-- ------1111-- � � ------111111 11-1111-- -- -1111-- ------1111-- -1111-- 1 111---1111-- IIIIIIIIIIIIL_ III �� II 1 „_IIIIIIIIIIIII IIIIIIIIIIIII_ III II 1 _ IIIIIIIIIIII IIIIIIIILIIII_ III II 1 _ 1111111111111- • --- --- -- -- --- 1111 - - - - 1111-- _ 1111-- -----------------==--- ' ' �1 IIIIIII111111 IIIIIIIII IIIIIIIII IIIIIIIIIIIII I' �1 IIIIIIIIII IIIIIIIIIIIII - , III1111111 IIIIIIII11111 I I IIIIIIIIIIIII IIIIIIIIII IIIIIIIII IIIIIIIIIIIII I I I 1 1 1 1 ------1111-- --1111-- -------- ------1111-- -1111-- 1 111---1111-- - IIIIIIIIIIIII_ III , III _ 111111111111 IIIIIIIIIIIII_ 11I III _ IIIIII111111 1111111111111_ III III _ 1111111111111 11 �. 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Suite 400 +2 Houston TX 77002 EL: 85-Y Telephone 713.228.8050 (lensler Facsimile 713.229,9343 00 1/2 2 -6 EQ. A EQ. A 2 6 EQ. A 2 1/2 ,$,.LLEVE7LL.7 N 01 JI — - N — — — -1---1,-""I'll............ -9)1 EL: 76 +0 00 4�1 LEVEL 6 '�7 EL: 68$-31f C-0 co LEV L 5 NNOMM A L.V A TI'O%N t h low 1AK f N LA Rom"m D L Omm S E L: 5 SCALE: 1/2 11.011 A09-1 O.DWG Remington Hotels, LP Project Manager co LEVEL 4 14185 Dallas Parkway .......... Suite 115 E L: 511–3 Dallas, Texas 75254 2 /3 09.3 PHASEI -00 REFER PHASE I Thornton Tomasetti LEVEL3 ........... JEROME wommm moumn MEESE ommm NOMINEE am� OREM MEN= NOMINEE MENEM MENNEN �IMP MENEM CONSTRUCTION SET Structural Engineer EL: 42'-9" NEW PORTE COCHERE 09.3 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 00 MENEM RONNIE!= MINE= mommme ffr mmjm I SEINES MMEMM smomm EVEN= mmmo AMMM MENEM no=MM L ME MEMO MENEM![ MENEM VERNON mmomm IMMUNE! SIEMENS smoun IMMUNE!@ SENSE NOMINEE MEMNON LEVEL 2 N -Kr EL-: 341-Y Thompson Company MEP Engineer 50 Technology Parkway, South PHASE 11 f r i SCOPE OF WORK Norcross, GA 30092 �J f A LEVEL 1.5 23 6 4 X 9P""A 4 A r A I 7 3 N ............................ W, LEVEL 1 .......... CD fJ EL: 16 0 ......... S�— ALEVEL 0 0�4 Consultants to Remington Hotels, LP ��r — 1- 11 EL: 14 0 CEI Engineering Associates, Inc. Civil Engineer 4475 U.S. I South Suite 301 0 B St. Augustine, FL 32086 aik I ERIUM ELmEVA"'I ION WES"I" SCALE:------1/8"----V-011 EE-10.DWG Leo A. Da y Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 Y E 13 A AIssue Date&Issue Description By Check PENTHOUSE 1 04.28.06 KBB GL -1..11-1-1-1-11-ILL I L It!E PRELIMINARY PRICING PACKAGE 2 05.26.06 KBB GL fi% ISSUE FOR PHASE I CONSTRUCTION 6 07.25.06 KBB GPL ADDENDUM 1-4 CN A A IT ZE 00 ISSUE FOR PHASE 11 PRICING & PERMIT CLAY ROOF TILE 10 12.08.06 KBB MK ISSUE FOR GMP ROOF 74V 11 12.22.06 KBB MK i`--g "o a� ig �g 13 02.02.07 KBB MK MP WON '41; >41 5 0 571', ME co PHASE Ill FOUND & STL DD PACKAGE W uw K, g"Ig -00 LEVEL 8 +0 PHASE Ill FOUND. & STL. ISSUE FOR PERMIT ............ q, 5 g pi g gai 6, 'g +2 +2-1 ,gm- q art �311";,!, �N ""a / n� "", ""g.", M 6/ a sx,,;i, +0 +0 t g �N Mug' +0 AM, ^C0 la 2 LEVEL 7 om"i g +2_1 +2 Al t "N' X "N /--som 0 1��i� MLI w 01"MI 001 -FT -00 LEVEL 6 77 777 R A J11 A 'y� t�p J/ ,"! /�� ap,Vy / U/,-l' % WA,/, - 1`� `� /!! 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SIMONE IMMUNE MEMNON I NONE= INLWM MEMNON MENEM INNER Project Name PHASE 2 SCOPE Sea Turtle Resort Ashford Hospitality Trust NEW ROOF NEW ROOF Project Number PHASE 11 02.5 635.000 SCOPE OF WORK LEVEL 1.5 CAD File Name A09-10 MI/Y" Description LEVEL 1 EXTERIOR ELEVATION 6 LEVEL 0 moms Scale 0 6)1 11 21 4) A09ml 0 EA IN 1 0 LKIOR ELEVA"'I""ION No NOR"I"IME] (g)2006 Gensler SCALE: 1/8" = V-0" EE-10.DWG ------------------------------- x I I I I I'll, I I I "I 11-1 11-1 I I I I I ''I 11 "I I I'll I I I - I I I I I 11 11 I � I I ''I - ''I'll - I I I 11 I I I I I 11 "I I I I I I� - I ________ -- ----------------- 11,11111111 I 11111 11, I --------- -------------- - �---------------___ - 5 4 3 09.4 2 1 K OE Y N 0 O'"!0 wE S ION r-" ' lmml�_ M, I 01% 0 ,O� 0--v ,f� ( 3ed 11 urte R I I � I I PHASE I I A I Hote'l Renovati* on � -0�� .�� I REFER PHASE I I -0�� poll CONSTRUCTION SET � -0=�,-o=,, 1% PENTHOUSE Ashford Hospitality Trust 3�- I- - - - - - - % - - /_6 1 1 op=��-,=,N ------------- -IV- 14185 Dallas Parkway I I -"\\ 00 �� r�:�l 00 I I Z� I Suite I I 00 I I I ,-11 11 I I - Dallas, TX 75254 . , - I ----. 1 1 I " %, ___ � I __ If ,I __ - - 11%. - - I I qmmmmm ammmmo moommm mummma �_ __ anommom monommm -m-m-m-m-m-----N-m-m-ow 'i D� - 11 M _'�� CLAY TILE ROOF ---___�_� , -_ - �n - I -__ - - _N 1% - _,,,,,_, 11 11 I", -- I......11 � - , ,"_;;,"v"I "' 1� -7-7- -/ ..... �/ " `//,,"' - """ ,,"" '/"'0"/,5/,"J,,1 "' , "11 �` `�' " "" 777 , _', " - 1`11" , , I IN- K 1-11 � "'I',/,, 111- / , ,,, f "I 112, 11-I 11" 11 ,,, ., _ I "I I ,1111111-11- t lw� , - r_1 "'M ��',� 1/�,�","v"I"", ........ 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Daly -I-*' AREA NOT IN SCOPE Interior Designer /10, � .J. . . . . . . . The Offices at Mockingbird N / I Station I I 1 5307 East Mockingbird Lane '1-11 Suite 400 1 � I I I I I I I I I I I I I Dallas, TX 75206 1 . 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L � I��l a I I � I LLLa�L��LeLLI 11 1 1=:::4�� LLJ 11-111, I I r LL�= L;Jl I gone I Description EXTERIOR ELEVATION - I Scale I rw�=�� 0 6$1 i P 21 4) AN An W= I - I 1 ---------------------- _____________- ___ _____ JiI:1 I 11, A09N " EKTOERUOR PELEFV A E10 I 0 N = S 0 Us T 110 SCALE: 1/819 = 11-019 _____ ________ EE-1 O.DWG 5 (9)2006 Gensler ________ =(E �� _______ - on (:D (::D (:: ( D - --- Ad IV %4&k'_'� ,,"�\\ ;r " " '�' , `/ , ` `/", , " "" / ,/ //, 11 ",I '/ / / / , , , "� , ,/ '/ - "I I'l11 l, I 11 / / 1// � " , / , , / / / ,/ / " / / " / , "' / I " " `" , / I * / I/ / " / / 11 I/ , � " / " , , /�/ ", "' � ` "' / ////, / �1 �, 11 � I ` 11 - / " 1/-// / � 11 _,?� "I'll 1-11 11 1/// I'll I� � /III,/ -1-1 � __ I - -111, __, 11 11 H m6i "I �n� / I,/ 11 1_� I "� , / , I I/ ` I I `/1 I I /_ �, ��/ `11 �I I -1-1 16 11 I KEY NOTES Sea Turtle Resort Hotel 07321.A CLAY ROOF TILE Ashford Hospitality Trust 14185 Dallas Parkway 12 Suite 1100 41 12 -14 co Dallas, TX 75254 I 06600.A BRACKETS 06600.A ao BRACKETS LO 700 Milam Street 09920.A CAST STONE C" Suite 400 PORTLAND CEMENT PLASTER MEDALLION CDZ _ Houston TX 77002 oZ Telephone 713.228.8050 ensier Facsimile 713.229.9343 -.4- 09220.F CONTROL JOINT o _ WATER FEATURE BY N OTHERS =0 i OCA = o O o � _LEVEL 0 EL: 14'_0» Fi Remington Hotels, LP EXTERIOR ELEVATION = SOUTHWEST Project Manager SCALE: 114" = 1'-0" EE_12.DWG 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton Tomasetti Structural Engineer 12750 Merit Drive, Suite 750, LB-7 Dallas, Texas 75251 Thompson Company MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 12 CIO 41 LO i LO Consultants to Remington Hotels, LP 06600.A CEI Engineering Associates, Inc. 00Ica I 06600.A06600.A BRACKETS Civil Engineer LO 4475 U.S. 1 South i C14 09920.A CAST STONE MEDALLION Suite 301 C) PORTLAND CEMENT PLASTER St. Augustine, FL 32086 io 0 092201 Leo A. Daly CONTROL JOINT Interior Designer `" The Offices at Mockingbird -17_71�� 0� 00 N S o 5307 East Mockingbird Lane 00_ o LEVEL 0 Suite 400 Ici 0 Dallas, TX 75206 0 0 — — — — O 3 09.3 Issue Date&Issue Description By Check 1 04.28.06 KBB GL PRELIMINARY PRICING PACKAGE EXTERIOR ELEVATION - SOUTHEAST9 08.11.06 KBB GPL 3 ISSUE FOR PHASE If PRICING & PERMIT SCALE: 1/4" = 1'-0" EE_12.DWG 13 02.02.07 KBB MK PHASE III — FOUND & STL DD PACKAGE 15 03.02.07 KBB MK PHASE III FOUND. & STL. ISSUE FOR PERMIT 07321.A EXISTING 07321.A WALL 07321.A CLAY ROOF TILE CLAY ROOF TILE CLAY ROOF TILE 09920.A LIGHT GAUGE STEEL TRUSSES 09920.A PORTLAND CEMENT PLASTER PORTLAND CEMENT PLASTER SKIM COAT ONLY SKIM COAT ONLY EXISTING BUILDING STRUCTURE EXISTING HM DOORS & FRAMES CD STRIP AND RE-PAINT TO MATCH NEW STUCCO - _ - - 04720.A 04720.A - - _ - - 04720.A o�J�o � CAST STONE CAST STONE GQ7=::::)o= - CAST STONE o - o o - 04860.132 04860.132 �0 - O — 04860.132 LIMESTONE LIMESTONE i _ _ iRH LIMESTONE EXT. ELEV - POOL BLDG. SECTION - POOL BLDG. EXT. ELEV - POOL BLDG. SHEET NOTES SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ASCALE: 1/4" = 1'-0" Seal/Signature Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A09-12 Description EXTERIOR ELEVATIONS PORTE COCHERE IScale 0 6" 1' 2' 4' A09m12 ©2006 Gensler III NINE K N S IL okm.a 1z; urt EXISTING MAINTENANCE BUILDING H tuz-N'l R -it A%-11 0 'V, a t J,OL U 1.1 L U2 STEEL COLUMN; RE: STRUCTURAL � NEW CMU @ OPEN STORAGE AREA HospitalityAshford 114185 Dallas Parkway NEW ROOF SSE BLY It e I 100 Dallas, TX 75254 I � I GUESTROOM GUESTROOM I LEVEL 2 LEVEL 2 — — — — — — — — — — r i,. �/, :/�,r r./, e � /- ,i �/„ „s/',i,f, qV—EL, 23 -6 �,r � �/r�r ,�/ r EL. 3 ,ryy�,.yx� -, i ,;,-F„�,,,r3 /, '/%/;� r°/// �,/%rr<,; 700 Milam Street Suite 400 x�z Houston TX 77002 %{ Telephone 713.228.8050 (lensler Facsimile 713.229.9343 I I i ® SP ! SPA ! CORRIDOR CORRIDOR i SLOPE 1/4"/FT. SLOPE 1/4"/FT. B.O. DECK B.O. DECK ngton Hotels, LP LEVEL 1.5 M I LEVEL 1.5 Rem- 9 97 ,i�� '�,%r .,it r, s,y, r, i �oyi, - r;it v/ryi,,;;rl,r,/ r,;, '�„/,i,iy/r rr. ,/i,,,�'"//, ✓ s,vr EL. 23)-6)) 0 � o EL. 23 -6 � .. i I F Project Manager 14185 Dallas Parkway STEEL BEAM Suite 1150 Uj Dallas I ;�� w �a .�. ��% � ? „d RE. STRUCT. / (; 3i , Texas 75254 Thornton Tomasetti o N �MAINTENANCE. 1 OPENFASCIA BOARD �� y OFFICE LEVEL 1 ! co '- BEYOND ' 9 )9 ., �''; ;� Structural Engineer � 1 � �_�.� ��_e _.� � �_n�e �.�, �� EL: 18 —3 � 1 00 ;�% .�_.�.��.��a�. ,�. �„� ��.�� , � � �..� �� / I �� 12750 Merit Drive, Suite 750, LB-7 o o Dallas Texas 75251 2. LEVEL 1 EL; 16 -01) f y ompson t-.,ompany LEVEL 0 N 1 LEVE MEP En 0 % f' g ineer 9 7I a a a a a a a a a a a a . // /r %% r EL 14 y EL; 14-0 � ,, �,�/r ° 0 y, South 50 Technology Par a Norcross, GA 30092 T.O. FOOTING T.O. FOOTING / EL; 129-6)� EL: 12 -6 a a Consultantsto RemingtonS, LP CEI Engineering Associates, Inc. Civil Engineer BUILDING SECTION - NORTH WALLB mUm I L D”'I N%03 SECTION mm NORTH WALL 4475 U.S. 1 South SCALE: 3/8” = 1'-0" BS_21.DWG1A07 SCALE: 3/8" = 1'-0" BS_21.DWG Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 lIssue Date&Issue Description By Check 9 08.11.06 KBB GPL ISSUE FOR PHASE ll PRICING & PERMIT 13 02.02.07 KBB MK PHASE III - FOUND & STL DD PACKAGE I 15 03.02.07 KBB MK PHASE III FOUND. & STL. ISSUE FOR PERMIT I GUESTROOM GUESTROOM LEVEL 2 LEVEL 2 r° /r EL: 239-6,) 6 - '��x2n' '�N ✓6%y/r %x „"sr, 5'r %/r� J /ry/ri/> SPA ® y . CORRIDOR SPA RETAIL ; :. SLOPE 1/4"/FT. r , B.O. DECK KEY NOTES ------------ ea uft e C;;niort 0 2 1 lel% -.4 1 %." 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"ra fir' Hr r �/l!5„,rr,,.%�i Syr%�5✓I-�,by r y /„ i N; ( I Remington Hotels, LP Project Manager UJ 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 I I CD Thornton ttl �. LOBBY CLOSET r- Structural Engineer 12750 Merit Drive, Suite 750, L13-7 ( IDallas, Texas 75251 Thompson LEVEL 1 I , . . , , . , „ . . , „ . , . , , , , , . , . . , ✓ „ . . , . . , . . . � . , . , , . , . . , � , o . . a , . , , . . . . , . , . , , , , . , . . „ MEF Engineer w n 50 Technology Parkway, South a N� Norcross, GA 30092 4 LEVEL 0 : ( I Consultantsto RemingtonHotels, LP CEI Engineering Associates, . Civil Engineer IN 01 mum E Nuft 4475 U.S. 1 South SCALE: Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 W16X31 A Issue Date&Issue Description By Check 9 08.11.06 KBB GPL ISSUE FOR PHASE II PRICING & PERMIT 13 02.02.07 KBB MK W16X31 PHASE III FOUND & STL DD PACKAGE _ _ 15 03.02.07 KBB MK W 18 X 24 W 12 X 14 PHASE III FOUND. & STL. ISSUE FOR PERMIT m 24 K 6 JOISTS u„`. �C w'.,. a'.�,. ,,,,,` ^�;''z+C 777777 rr < ° x a ' ' 77 " d a ,ter ., Y a" we ,r _:tea,�'._�� •,�,� —�1 a'=._=...._�� __*.k,r�,�,.�.=�, ,,�r �., — — — _��._✓ � _—��._�__�� LEVEL EL: 34'-3' 0 0 FT 17 71 17 ri 00 10 a I 1 I I 4 I II II I 11 � r 1 � II II II II li II II F I1 11 II 1f II II II { I II II CC 11 LO SHtt: I NU""10wSI Seal/Signature ' _ a } a t ... LEVEL 1 Jti i ��° . .LEVEL o D )) „ w , Project Name EL. 1 w x m a az m ?4 .tea:+ {;y. ,,.,,_„„u,..,..„ w,. ,.y m' .r R..s , „_,... .., .. ,.,•d+ c- ..,.w « M.F+ Z R * (.A ;,,% ,,.�+ ,� „n �,:`o-. :. ..'A' e„'N, f,,,;N I"M. r..��p f;.a �r,',b u'.'k+ f',?, e'Y Y- 'S �P"� 'C".,, , r e a � -77=777— Sea u x ,..,�^ .,.,„ ,,,, ,,,,,, ,.,,b r ,,,,,..., r � , i v�' ' a a ti„ Sea Turtle Resort , . Ashford Hospitality Trust f •�� Project Number 1 , 02.5635.000 CAD File Name A09-22 Description BUILDING SECTIONS IScale 0 2' 4' 8 16' A09n22 B mum I L 0 um" I N G% SE('0%T 10 N N OK 1 H WALL 92006 Gensler / " = 1'- " BS_21.DWG ------------ K NE 0 T N=Y Ju 0 IN, T %ew %MV a llrti 0 % otUl Rten., V ion Ashford os*-%itality Trus- 7,7, IN"N 14185 Dallas Parkwny Suite 1100 75254 C> Dallas, TA C--4 3 LEVEL 1.5 �110 EL: 23'-6" R CD C3 CD C4 700 Miam Street C`4 Suite 400 ","/I.........Y", L 'A" `211 s on TX 77002 O EL 18 —3 ) ens Telephone 713.228.8050 111 C &, ler3 Facsimile 713.229.9343 C) n jP/1,19! '2 LEVEL 0 --T -LLLLLL' -(VE L: 14'—0,, q N `k/ NEW OUTDOOR PATIO W/ UNIT PAVER ---------------- ------- ARC VIANENUA (CV), bAR Ampuft P LHEM.D H L0 w B BY ORemin"ton Hotels LF RAA P A P Big 9-019 P C P D 1 - 11-011 6 1 SCAB 1 WS-33.DWG 20 SCALE: 3/8' WS-33.DWGProject Manager 5 3141 42P-21' 3'-4" 14185 Dallas Parkway NEW ROOF MEMBRANE Suite 1150 ON J" COVER BOARD Dallas, Texas 75254 TAPERED INSULATION Thornton Tomasetti METAL DECK Structural Engineer 12 STRUCTURAL STEEL 12 12750 Merit Drive, Suite 750,, L13-7 BEAM (BEYOND) 4 Dallas, Texas 75251 ROOF DRAIN COLUMN LINE IN EXISTING BUILDING A—t Thompson uompany 7,77," x7�777777 7 7 —6 1/21) A 7,7 MEP Engineer 7 777T--777777777, X,4 X 77 LEVEL 0 Z= 9� ef= =:s ef= Z= Z= I L: 14'— EOi-,�- 50 Technology Parkway, South L REMOVE EXISTING-- EL-. 3 -3 Norcross, GA 30092 PARAPET 18"X18" LOUVER 12 6 @15' 0.C. 4 C) C) co FF 3'_p» ---------------- L.Ly 3,-on 7" Consultants to "R emin,-vtonHotels, L_r ..( •EA CEI ngneerin6 ssoci iates Inc. S-7 BRACKET S-7" ---------------- C14 C14 Civil Engineer REFER 15/Al2.22 4475 U.S. I South PROVIDE STRUCTURAL SUPPORT FOR TRUSS AT Suite 301 7 -of) EXISTING JOISTS St. Augustine, FL 32086 ----------------------------- LEVEL Ukk EL: 23 6 Leo A. Daly 00 to to R Interior Designer C" The Offices at Mockingbird Station 5307 East Mockingbird Lane CAST STONE MEDALLION Suite 400 Dallas TX 75206 —4— C14 C-4 .............. q ............... .......... f A L0 L0 Issue Date&Issue Description By Check C) GL L 1C 1 04.28.06 KBB _0 "T q E .......... PRELIMINARY PRICING PACKAGE ............... 9 08.11.06 DK GL co co LEVEL 0 LEVE 0 2 W` 7 ISSUE FOR PHASE 11 PRICING PERMIT EL: 4 EL: 14'-0 0+ 13 02.02.07 KBB MK F T 7 4 FOUND STL DD PACKAGE 7 ---7 7 PHASE III 15 03.02.07 KBB MK PHASE III FOUND. & STL. ISSUE FOR PERMIT ------------------- MAIN F0RTtC'DCmERENEW SIDtWALKO' WaST SCALE: 3/8" 1'-0'# WS-33.DWG SCALE: 3/8'1 = 11-o'9 WS-33.DWG M.6 c COLUMN LINE IN EXISTINGCOLUMN LINE IN EXISTING BUILDING C, BUILDING E L-."3 -3 18"X18" LOUVER @15' 0.C. XW --------------------------- SHttT NOTES Seal/Signature 4 "I 7717717=vo ,_77 SCHED. L J OVERHEAD DOOR —LV EL- �2S-6 Project Name SCHEDOLED Sea Turtle Resort ............"'I, CEIL114G Ashford Hospitality Trust 1/2" COUNTER W/20 GA. Project Number SHEET COPPER ADHERED TO 02.5635.000 i"GYR. BOARD ON 2 LAYERS OF 3/4" MARINE ... ........... 1—i"HAT CHANNEL @ GRADE PLYWOOD, CAD File Name A09-33 U 16 C. STAINED AND SEALED Description WOOD BRACKETm. SECTIONS g g WALL 'v NATURAL STONE Q 8 C.M.U. ....... 4 'a" - EL: 16 —0 Scale �N' 1,1174 LEVEL 0 EL: 14 — 0 2$ 41 81 16 A09m33 ---------- ek I on"" man N h W Va "E R A ON D 'Am B 'Am R EXIa I I N60% 'POR'1100E 'to 01"0%Co HERE (g)2006 Gensler SCALE: 3/8" = V-0" WS-33.DWG MEN SCALE: 3/8'1 — 1 1.019 WS-33.DWG H ------------- --------- KEEY NOTEES Jill 1111 1 0-M u e -ra -1don V C Ashford tiospitalit'A., Trust .7 14 '85 Dallas Parkwaw), 4f GuESTROOM 8' Suite I 100 Y Dallas, TX 75254 -LEVEL -2- Ah- RE: STRUCTURAL EL: 34'-3" LEVEL 2 Alk 3 EL: 34 x 7 7 77 77<'��22 7-7,K 1A B.O. DECK B.O. DECK A 1'\1717' '�X,I < I '"„/v r' - %' EL: 30'-10 1 /2" EL: 30 -10 1 2" ��/�y� / ;/, 700 Milarn Street Suite 400 Houston TX 77002 Telephone 713.228.8050 ............ lGensier Facsimile 713.229.9343 .............--------- X,< e""'< X<X X, _1777-17— B.O. DECK T.O.. STEEL YA EL: 271-6 1 /2)) EL: 27)-6 1 /2)$ LEVEL 1 .5 7 EL: 23)-6)) Remington Hotels, LP LEVEL 1 .5 Project Manager AJ LL: 14185 Dallas Parkway LZ LL MENS "�40' EL: 23 -6" Suite 1150 LOBBY ADDITION EXISTING MEETING LZ Dallas Texas 75254 U� RESTROOM Ln 00 Ln SPACE LZ LZ I) CNJ Thornton Tomasetti 10-4 CN Structural Engineer 12750 Merit Drive, Suite 750, LB-7 Q0 Dallas, Texas 75251 LEVEL 1 Thompson Company MEP Engineer EL: 16'-0" 50 Technology Parkway, South Norcross, GA 30092 LEVEL 0 LEVEL I 1' A. A r A. D. �'. . . . r . . . ' . ' . . . D D A P D' A D A A A EL: 16 0" EL: 14 0 p b. f> Consultants to Remington Hotels, LP CEI Engineering Associates, Inc. Civil Engineer 4475 U.S. I South Suite 301 St. Augustine, FL 32086 W A 0 3 ARE LN I N A L L E to o"I"I U0%N WALL ;n&%,.# I ION WALL btt; I Leo A. Daly SCALE: 1/2" = 1'-0#1 WS-37.DWGSCALE: 1/2" = V-011 WS-37.DWG SCALE: 1/2" V-011 WS-37.DWG Interior Designer —--------------------------- The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 GUESTRoaM issue Date&Issue Description By Check 9 08.11.06 KB13 GPL ISSUE FOR PHASE 11 PRICING & PERMIT 13 02.02.07 KBB IVIK PHASE III - FOUND & STL DD PACKAGE 15 03.02.07 K1313 MK PHASE III FOUND. & STL. ISSUE FOR PERMIT LEVEL 2 Agk RE: STRUCTURAL 6 EL: m B.O. DECK "<7/< 1<1;111;<'1<'1'7,777=77 <Y11111 X" E L: 3 0 10 1 /2 CD I _CD T.O.. STEEL EL: 27 -6 1 /2" -A-LEVEL 1 .5 LEVEL 1 . A9k EL: 23'—6ADMIN . EL: 23 -6 OFFICES 0 0 MW EVE NUI mSHLLz I ts Seal/Signature Ll U.- Lr) C-0 CD A0 0-4 Project Name RAMP U P : h4E"X ........... Sea Turtle Resort C-4 Ashford Hospitality Trust Ah-LEVEL 1 97 Project Number E L: 16'-0 EL: 16 -0 02.5635.000 CAD File Name A09-37 LEVEL 0 Description E L. ----------- WALL SECTION - 1 Scale 0 2' 4' 81 16 A09m37 WA L L1 I S on E C 10 Nam WALL SECTION @2006 Gensler � I of SCALE: 1/2 1 .0 WS-37,DWGMW 77---7- 112" 1',0" WS-37.-DWG K E:Y N 0 TOE S o rt %-, ea Turtl R%.. . Hotel'a R%W v at.,,Oun &-a-a Ashford Hospitality t OUTl1NE OF PORTE COl ROOF 14185 Dallas Parkway Suite Dallas, TX 75254 - ,. , i A d ;. . o �,- _ - _ _ r w z z z t z , _ _ 700 Milani Street Suite _ 400 x e -- �`�� Telephon 713.228.8050 Facsimile 713.229.9343 i a R f I LEVEL 1 i 1 a _ . m X r - - _ (L s CUSTOM IRON AND LAMINATED GLASS DOOR,TRANSOM,SIDEIITE AND HARDWARE BY HUBBARD DOORS,HOUSTON,TMAS PROVIDE ADA COMPLIANT PUSH BUTTON OPENER,CLOSER AND WSHOLD. Remington Hotels, LP Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 Thornton tt Structural Engineer 12750 Merit Drive, Suite 750, L -7 Dallas, Texas 75251 Thompson MEP Engineer 50 Technology Parkway, South Norcross, GA 30092 0E N LA R%GED ELOEVAIP01ON LOBSBY'ff INENETONRY 1/4" = 1'-01w EE_43.DWG Consultants to Remine-vton Hotels LP CEI En"ineering Associates, Inc. Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 l_,.,.. Issue Date&r Issue Description By Check 9 08.11.06 VE GE PHASE II PERMIT & PRICING 13 02.02.07 KBB MK PHASE III — FOUND & STL DD PACKAGE 15 03.02.07 KBB MK PHASE III FOUND. STE. ISSUE FOR PERMIT SHtzET N IL 0 11=1 Seal/Signature Project Name Sea Turtle Resort Ashford Hospitality Trust Project Number 02.5635.000 CAD File Name A09-43 Description ENLARGED EXTERIOR ELEVATION IScale 0 1' 2' 4' 8P A09m43 EWE E E M� NO I u%,%)t:D Emm N LA RGIED mELE0"VAmq1"1O1L 906 Gensler 1/4'1 = 1'- " EE_43.D G K E Y No 0 T IE Sa IL I = I I �!iea ' 11urtle. R%&--:sort 1. CLEAR, PLUMB HOISTAY, WITH VARIATIONS NOT TO EXCEED 1.00" AT ANY POINT. woos C2. HOISTAY ENCLOSURE TO BE FIRE RATED. (RULE t e%'l Reno V dt 10VII C D c 100.1) 3. 75 BEVEL GUARDS ON ALL PROJECTIONS, s tTrust RECESSES OR SETBACKS OVER 2" EXCEPT ON 14185 Dallas N NG. (RULE Parkway SIDE USED FOR LOADING/UNLOADING.LOADI • 100.6) It 14 Q 4. ADEQUATE SUPPORT FOR RAIL BRACKETS, I I llas TX 75254 10.00 I y INCLUDING DIVIDER BEAMS FOR MULTIPLE , C) 1 ELEVATORS IN A COMMON HOISTAY, AT EACH J7� . FLOOR, 10'-0" ABOVE TOP LANDING AND/OR . a _ ____ _ _ INTERMEDIATE LOCATIONS. SEE SPECIFICATIONS OHM Onlor AND DATA FOR MAXIMUM BRACKET SPACING. ` 5. BLOCKOUT/CUTOUT THRU WALL AS REQUIRED TO ACCOMMODATE HALL BUTTON BOXES, SIGNAL _ U FIXTURES, AND THEIR PATCHING. 10'-4" 5 6. ALL BARRICADES EITHER OUTSIDE OF )® 9 -- A10. 1 ' ' ELEVATORS D�) ELEVATOR HOISTAY OR BETWEEN --- -- I - - -- - - ------ INSIDE OF HOISTWAYS AS REQUIRED. I I I 7. DRY PIT REINFORCED TO SUSTAIN VERTICAL 700 Milam Street 4 - --- _ FORCES FROM RAILS & BUFFERS.(RULES 106.113, Suite 400 -7777 100.2A & 1308.2) Houston TX 77002 8. CONVENIENCE OUTLET AND LIGHT FIXTURE IN PIT. Telephone 713.228.80so I J Gensler „ I I (RULE 106.1 E) Facsimile 713.229.9343 5 31 3 1/2 s° 9. PIT LADDER FOR EACH ELEVATOR EXTENDING NOT LESS 3'-6" ABOVE BOTTOM LANDING AND ALL WALK-IN PITS. (RULE 106.1D) 15 LEVEL 1.5 F.F. 10. FOR REMOTE PUMP ROOMS, PROVIDE CLEAR 10.00 I I 23'--3" ACCESS ABOVE CEILING OR FURNISH TRENCH IN T.O. PARAPETFLOOR FOR OIL LINE AND WIRING DUCT FROM i 36'-7" - !! 3. 9 - PUMP ROOM TO ELEVATOR HATCH. r6 T.O. PA P T 331-3 1/2 11. PROVIDE 8" X 16" CUTOUT THROUGH HOISTWAY 37'-6" WALL FOR OIL LINE & WIRING DUCT. FOR ---- ---- - - -- ------ - --- --- - ------- -- - - ACTUAL LOCATION, COORDINATE WITH SCHINDLER FIELD SUPERINTENDENT AT JOB SITE. 3 ��3' 3 1 _ - - - _ 12. ACCESS TO MACHINE ROOM AND MACHINERY 00 CLEAR SPACE. (RULE 101.3) • 5 - 4'- " 4' 2" _ 13. LIGHTING, VENTILLATION & HEATING OF MACHINE Remington Hotels, LP - - ------� -� - _ - ROOM & MACHINERY SPACE (RULE 101.3). Project Manager F 13 15 MACHINE ROOM TEMPERSTURE TO BE MAINTAINED 14185 Dallas Parkway A10.01 A10.01 _ BETWEEN 55'17 AND 90'17. SEE SCHINDLER Suite 1150 ELEV TOR H POWER SUPPLY DATA SHEET. ' 15 Dallas, Texas 75254 s 10.00 14. A FUSED DISCONNECT SWITCH OR CIRCUIT BREAKER FOR EACH ELEVATOR, LOCATED PER LLEVA I OR P LAN � ROOF" � � THE NATIONAL ELECTRICAL CODE (NFPA NO. 70Thornton Tomasett� SCALE: 114"' = 1'-0" VC_OO.DWG �� RULE 620-51 A AND 620-51 B1 SEE SCHINDLER _ ) Structural Engineer - - - - - - POWER SUPPLY DATA SHEET. WHERE 12750 crit Drive, Suite 750, LB-7 � PRACTICABLE, LOCATE INSIDE MACHINE ROOM Dallas, Texas 75251 1 ADJACENT TO THE DOOR.2 3 4 5. 6 . 15. SUITABLE FEEDER AND BRANCH WIRING CIRCUITS, LEVEL 0 F.F. AS REQUIRED FOR SIGNAL SYSTEM AND POWER 14_p OPERATED DOOR, INCLUDING MAIN LINE SWITCH. Thompson Company 8!! 7' 0!! 8" SEE SCHINDLER POWER SUPPLY DATA SHEET. MEP Engineer I I 16. FEEDER AND BRANCH WIRING CIRCUITS FOR PLA FORM CAR LIGHT AND FAN, INCLUDING MAIN LINE 50 Technology Parkway, South I 81-411 SWITCH. SEE SCHINDLER POWER SUPPLY DATA Norcross, A 30092 CLEAR OISTWAY SHEET. 17. CONVENIENCE OUTLET ON EACH CONTROL PANEL LEVEL 2 IN MACHINE ROOM. TELEPHONE OUTLET ON ONE r c, r „,.;.,, „,,r,,.v,,, ✓,„ i,. „ir,, ✓ <' cr<".;psi, < Y ✓ y r� "u trMACHINE ROOM. EL. 341-371 OF THE CONTROL PAN ,�rrr 18. CLASS C FIRE EXTINGUISHERS IN ELECTRICAL MACHINERY AND CONTROL SPACES. EXTINGUISHERS SHALL BE LOCATED CONVENIENT TO THE ACCESS DOOR. • 14 13 15 Consultants to Remington Hotels, LP C" r , r ; 10.00 Al 0.01 A10.01 r, -- --- - CEI Engineering Associates, Inc ivy Engineer 4475 U.S. 1 South PREFUNCTION Suite 301 LEVEL 1.5 T _ _ LEVEL S I A K I= h A K F r*J St. Augustine, FL 32086 _111F EL: 23!_6!! SCALE: 1/4" VC-OO.DWG iip iiv Leo A. 1 ADMIN OFFICESLO /r I - -- Interior Designer =III=) -- - i D E The Offices at Mockingbird ] IE I hl I I- IV- _J Station , 5307 EastMockingbirdLane r , 400LEVEL 1 -, - - % _ T�- ' �,'_ ,".,, LEVEL 1 ulte 777:7 / 6 N„ / / ! !! r / _ _ _ _ Dallas T ! 9! , ..,,. .:�:' <.. 1., EL: 16 -0 - � - y � s % s� I=1 I {-I I { I I {=I I ISI { {=I LEVEL 0 LEVEL 0 yr ✓, ar � _ p EL: 14 _U � �r �, �� .III.=1 I =1 I h I-1 I I-1 I =I I I ' . • . . EL. 14'-0" �i Issue Date Issue Description y Check s - >N�� 1 5 07.14.0 6 KBB GL ADDENDUM 1-3 2 9 08.11.06 KBB GPL ISSUE FOR PHASE II PRICING & PERMIT SmumAIR S - - - --------------- --- - - - - -- - 13 02.02.07 KBB MK SCALE: 1i4"" = 1'-0" VC_OO.DWG .• , . PHASE III - FOUND 8c STL DD PACKAGE 15 03.02.07 KBB MK i CS p 1> p C> ISSUE FOR PERMIT p p NEW CONCRETE ! P. , o o o RETAINING WALL; ;�f'c� ;o ;� ;� p ,� ,t RE: STRUCTURAL EXISTI G 0 CRE4E • FOOTING / E AM :� ;1> p, o,- C EL( Q � 2'-4!! 10'-10 11 131-8!! � 3. 9 HP T.O. EL. PENTHOUSE 36'-10 p /. 4 M_/ M, T.O. ROOF6141 /✓,9 f I % b LEVEL 2 vk : --- 34,-3!! q k� 5 W T.O. PARAPET ' =�- -- 15 < g 7,; .< r°.M' $", x <Fy are B.O. DECK _ .-. n a �� N, < . � x H x a "Qy # N a. �Tn 33' 312" � t � MI6 I � � � �,o EL: 301-10 / 0-4/\Z\Z\Z-\Z\Z\Z\Z\ T.O. ROOF i. 1 I I (D �/ _ I INIwYII_ wl _ I - -' - U �- o I NOTIES Seal/Signature 311-3 1/2 � Cp Q In III p,I I I III 111 11111111, ELEV. EQUIP, RM. -- -_ z--.:'--,--t I` `a 00 Q 00 P%A m 1 0 T wEn R'N" OL E OE N D � I LEVEL 1.5 I I : h,y,< „ ----------- �.,�... fix. ,/fir ,r ,�.,. �'., ,�s'..., ,f �� ;>: r�ry.<' x�,,,, ;r s v�ti:, 23t-6$) 2! 10 ! !! 3! 6!! - 4 - L i : : DEMO CONCRETE SLAB I CLEAR ?' � � � EL. PIT EL: 101-Opt 2 8" 8" Project Name a Sea Turtle Resort 7'-0" PLATFORM I 7-'t � , TELEPHONE -4 CLR HOISTWAY ,* NEW CONCRETE SLAB Ashford Hospitality Trust 0 ROOM ../ �,< ! !! LEVEL 1 EL: 16 -0 Project Number �, LEVEL 1 _ - ---_. __ __-_.__ _.__ __ _____ _ - - - - - _ 02.5635.000 0 161-®!! � ' I I I °°� �` ' � CAD Flee Name - - - - - - - N LEVEL 0 _ NEW CONCRETE SLAB A10-00 ',y',.,r;� r,�;, �' .s" '•'iPi,./s,F%o ,".:z; ,,,yyjr'Ys,:Y a r, r✓�, <„gym•.;r,:,9 tss %;`i:a; ,v,',, ! !! J'` �,c„�,1�`;� r ,��i,� �:o ''� ,,, 7>az• u, ,, / ,/ f x 3 � d 14 0 LEVEL 1.5 EL. -•'• �,. ��` � 23141 Description „Y fxFbfsk fig., Q %;�.f � •� ••�a EXISTI G CONCRETE LEVEL 0 F. VERTICAL CIRCULATION y I 14!-0* < ,, x .` FOOTING / GRADE BEAMI � TRANSFER ELEVATOR STAIRS ysyti ELEVATOR PIT i a BELOW �, `�'. �.k �*� NEW CONCRETE SLAB i<.rsy ;✓ ::'r/' '••P• •.•P.• •.P.• '••P. •P'P'•'P. •'P. .,•P. P. ..'P .'P P'; P' . 1 ��n k l ''; a MMaIG U � : •: : -: : : :. . � . ` " ` LEVEL 2 EL. 34'-3!! v\, 2' 4' 8' �N xw � WATERPROOFING 14 13 15 �� NEW CONCRETE SLAB " ! !! 1 2 10.00 A10.01 A10.01 � .r �� . , PENTHOUSE EL: 36 -0 .. w00 E L.�VATQRS0Ewt0,,%,T1ON s IA, I R ELEVA& T 00F R P LAA NE L t`0 V rO.' 0 1/4" = 1'- "" VC_00.DG 'f w- iM SCALE 114VC_00.D G MEN -------------------- ----------------- kc.a Turt'i'atc, R%usort kite R;d,- on Ashford Hospitality Trust 14185 Dallas Parkway Suite I 100 Dallas, TX 75254 700 Milarn Street Suite 400 Houston TX 17112 Telephone 713.228.8050 Gensler Facsimile 713.229.9343 Remington Hotels, LP Project Manager 14185 Dallas Parkway D E Suite 1150 ® 9 4 5 NEW CONCRETE ROOF SLAB 6 Dallas, Texas 75254 RE: STRUCTURAL 13'---8" NEW ELEVATOR HOISTWAY 101.0 Thornton Tomasetti RE: STRUCTURAL I 5'-2 1/8 41-611 S-11 7/8" 1 Structural Engineer 12750 Merit Drive, Suite 750, L13-7 Dallas, Texas 75251 /I N 5 - _ - - _ \ T.O. PARAPET A10.01 Thompson Company 371-6)$ co MEP Engineer GUESTROOM LEVEL_2 50 Technology Parkway, South N C) ;7 10 LO JOIST BEARING II L-Li __J C') C1_J 271-41$ UJ Consultants to Remington Hotels, LP o NEW CONCRETE , -)LAB 7 LO co C1_J AT LEVEL 1.5 LEVEL 1.5 RE: STRUCTURAL. CEI Engineering Associates, Inc. BALLROOM 23 -10 1/2 777 77 7777'. 7 7- VESTIBULE Civil Engineer 4475 U.S. 1 South C) C1_J RF Suite 301 sten FL 32086 St. Augu ............... I R ffj CIP CONC STA _J Y J ca > ------------ "M 00 "777 Leo A. Daly 7 Q0 LEVEL 1 Interior Designer (0 LO The Offices at Mockingbird 16 0 co Z_ Station CS4 LEVEL 0 00 417 5307 East Mockingbird Lane "M Suite 400 CD Dallas TX 75206 .......... 7 ELEVATOR PIT r - ------ %J REMOVE EXISTING "5. 5 > 75 •i> --rl: • -0 CONCRETE SLAB EL. 10 RE: STRUCTURAL Issue Date&Issue Description By Check 5 07.14.06 KBB GL A ADDENDUM 1-3 2 9 08.11,06 KBB GPL E L EVAI"O R E I 10 N PLAN AT %0VA SwulmAIR ISSUE FOR PHASE 11 PRICING & PERMIT SCALE: 1/4" 1'-0" VC_00.DWG SCALE: 1/4" I'-01v VC_01.DWG 13 02.02.07 KBB MK PHASE III FOUND STL DID PACKAGE 15 03.02.07 KBB MK ISSUE FOR PERMIT 3. 9 4 5 NEW CONCRETE ROOF SLAB 6 6 . 4 RE: STRUCTURAL I I I GUESTROOM I LEVEL 2 GUESTROOM LEVEL 2 '4 .......... EL: 34' -7 34 3 =711.751�� "I 'Ai 3 co M V T.O. PARAPET CD 331-8 1/2" A C) C) EXIT ^r__) JOIST BEARING m E t: i N OTE V7030 z- STAIR 2 Seal/Signature NEW CONCRETE SLAB 27'--4" 00 CD 6" THICH; RE: STRUCTURAL C" NEW CONCRETE SLAB 7 AT LEVEL 1.5 -r--) co RE: STRUCTURAL LEVEL 1.5 LEVEL 1.5 -77M7'M— T T BALLROOM -6 231-6)) EL: 3 • VESTIBULE it lli IIT F— J1 Cr_ HE V) LLJ (z) LO _J.......... ....... .......... ""A iii ilk II Ili lig .......... !]"' , , I L-Li Project Name N TELEPHONE _J "I'M EXISTING LE ROOM ugs� IN Sea Turtle Resort z/>,�v /'i/ EL. 181-31$ 77 77 co Ashford Hospitality Trust LEVEL 1 LEVEL 1 STORAGE 'H/ "FRY, T 16 EL: 16'-0" CD Project Number g LEVE . 0 C-1i LEVEL 0 f 02.5635.000 -0" 41 EL: 14' /M"M/M EL. 14 CAD File Name AIO-01 Description P y VERTICAL CIRCULATION REMOVE EXISTING CONCRETE SLAB TRANSFER ELEVATOR & STAIRS RE: STRUCTURAL Scale 0 1' 2' 4 8 AA 000 A Im SECTION SPAtLEV Awip 00R 0E(3`15 010N AT STAIR (0006 Gensler IN — 1.011 11 � SCALE: 1/4 1 11 1 VC_00.DWG SCALE: 1/4 MW 11.011 VC_01.DWG 0.01 INUMON, --------------- I I I'll I I I I I - - I I I I I I I I I I I I I I I I /...... , I I I I " " I I I I � llimillillillillilillill111111I I - ----iiiililiii 1111 Milli'llillillillill'llill I I_N111111111111111111111 1�Jill,11�111� -millillillillillilliillill''I�illilljI 1111111 11 1111 __---__________- 1,1111,11111iII111111 I 1111111111111111111111 lliliillill ----------------- __ -____-------- __________ =1�11111101 I IN III - 0 ®R I - mm� E E E E MAr MOM & I 0%monrm 0 0 0 E 0 E 0 0 txl:Y INU I &&MMS STRm%#mCTn%#2RAL INSPEC'01"ION PL Afil N 111111111111111111101111 - --- -- - --- - ___ ION r"ff" '% . � INNOW ,%L U A-4 1004% I x-re�i%J ft d ENER 'a L '"OTES � 111111111111111111111IN1111 I'll 11111111111111110MI 1h,_ I , 0 ,'I 'I EN LSTEEL JOISTS A. DESIGN CRITERIA /�\ 1. THIS STRUCTURAL INSPECTION PLAN IS PREPARED IN ACCORDANCE WITH SECTION 553.79(5) OF THE FLORIDA STATUTES DESCRIBING 1, THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION 10. ALL STEEL JOISTS AND JOIST GIRDERS SHALL HAVE A MINIMUM CAMBER AS CALLED FOR IN THE ABOVE THE REQUIREMENTS FOR A STRUCTURAL INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD FOR THRESHOLD BUILDINGS. THE 1. VERIFY THAT JOIST INSTALLATION CONFORMS TO CONTRACT DRAWINGS AND APPROVED SHOP DRAWINGS. ott.-M.1 Rtc�n() v at'10n REFERENCED SPECIFICATIONS. PURPOSE OF THIS STRUCTURAL INSPECTION PLAN IS TO PROVIDE INSPECTION PROCEDURES AND SCHEDULES SO THE BUILDING CAN BE 2. VERIFY JOIST BEARING, WELDING TO SUPPORTS, AND BRIDGING INSTALLATION AND ANCHORAGES. A\ .100=%, I 11. ALL DUCTWORK PASSING THROUGH OR AFFECTING JOIST MEMBERS MUST BE SHOWN ON SHOP DRAWINGS. ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED DOCUMENTS. Ashford Hospitality Trust 2. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE LOAD 0 3 KSF. OOTINGS ARE TO BEAR 1N. ADJUSTMENT MAY E BRIDGING SPACING IN ORDER TO ACCOMMODATE THE DUCTWORK, 2. THE THRESHOLD BUILDING INSPECTOR (SPECIAL INSPECTOR) SHALL VERIFY THAT THE PRIMARY STRUCTURAL ELEMENTS ARE IN STRATA DESIGNATED BY GEOTECHNICAL REPORT. GEOT L ENGINEER SHALL VERIFY BEARING SUBSTANTIAL COMPLIANCE WITH THE PERMITTED DOCUMENTS. 14185 Dallas Parkway CAPACITY Z6\ 12. SPLICING OF JOIST CHORDS SHALL COMPLY TO SJI SPECIFICATIONS. NO MORE THAN ONE FIELD SPLICE SHALL BE 3. THE OWNER SHALL BE RESPONSIBLE TO EMPLOY THE SERVICES OF A THRESHOLD BUILDING INSPECTOR IN COMPLIANCE WITH THE Suite I I 00 3. THE STRUCTURAL DESIGN IS BASED ON WIND LOAD ACCORDANCE WITH 2004 FLORIDA BUILDING CODE. PERMITTED PER SPAN. PROVISIONS OF CHAPTER 553.79 OF THE FLORIDA STATUTES. 1. VERIFY SIZE AND WEIGHT OF MASONRY UNITS. VERIFY STRENGTH OF UNIT MASONRY AND MORTAR HAS BEEN VERIFIED WITH - BASIC WI - DIRECTIONALITY COEFFICIENT kd = 0.85 4. AT A MINIMUM, THE THRESHOLD BUILDING INSPECTOR SHALL PERFORM THE MANDATORY STRUCTURAL INSPECTIONS AS REQUIRED TESTING IN ACCORDANCE WITH THE UNIT STRENGTH METHOD IDENTIFIED IN ACI 530.1. 1 Dallas, TX 75254 - BUILDING CATEGORY 11 13. ATTACHMENTS THAT WILL IMPOSE CONCENTRATED LOADS ON THE WEB MEMBERS OF THE JOISTS SHALL NOT BE UNDER THE PROVISIONS OF THE 2004 FLORIDA BUILDING CODE, IN ACCORDANCE WITH THE SCOPE AND SCHEDULE OUTLINED HEREIN, 2. VERIFY GROUT STRENGTH HAS BEEN TESTED IN ACCORDANCE WITH ACI 530.1 PROVISIONS FOR UNIT STRENGTH METHOD. - IMPORTANCE FACTOR = 1.0 PERMITTED. 5. THE THRESHOLD BUILDING INSP TOR SHALL MAINTAIN A LOG OF EACH SITE VISIT DOCUMENTING THE PROGRESS OF THE WORK, THE 3, OBSERVE PLACEMENT OF UNIT MASONRY ON AN INTERMITTENT BASIS BUT PROVIDE DIRECT OBSERVATION DURING THE INITIAL RELEVANT TESTING, THE ARE ER ELEMENTS PERTINENT TO THE WORK PROGRESS AT THE TIME OF THE LIFT OF MASONRY WALL. 4. REVIEW OF SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF PROJECT, AND SHALL 14. ATTACHMENTS THAT V#ILL IMPOSE CONCENTRATED LOADS ON THE BRIDGING MEMBERS SHALL NOT BE PERMITTED. INSPECTION. 4. VERIFY PLACEMENT OF REINFORCING STEEL, INCLUDING HORIZONTAL REINFORCEMENT; INSERTS; ANCHORS, AND OTHER STRUCRURALLY NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE 6, DAILY SIGNED AND SEALED FIELD REPORTS SHALL BE SUBMITTED ON A WEEKLY BASIS TO THE ENFORCING AGENCY, AND OWNER'S RELATED ASPECTS, CHECK CLEAN OUT AREAS. CHECK THAT ALL REINFORCED CELLS ARE CLEAN AND FREE OF DEBRIS. CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE WORK SITE, OR MEANS AND METHODS OF DOING 15. MEANS OF ATTACHMENT OF ANY TYPE ONTO THE JOIST CHORDS SHALL BE SHOWN ON SHOP DRAWINGS, NO REPRESENTATIVE. 5. OBSERVE ALL GROUTING OPERATIONS, CHECK THAT ALL CELLS ARE FILLED SOLID, IF IN DOUBT TEST WITH HAMMER TO VERIFY WORK. FIELD DRILLED HOLES THROUGH THE CHORD MEMBERS SHALL BE ALLOWED. 7. THE SPECIAL INSPECTOR SHALL NOT MAKE DESIGN DECISIONS, DIRECT THE CONTRACTOR'S WORK, NOR BE RESPONSIBLE FOR THOSE CELLS ARE FILLED SOLID. 16. ALL JOISTS AND JOIST GIRDERS SHALL BE SHOP COATED WITH A LIGHT GREY PRIMER. SURFACE PREPARATION CONSTRUCTION NS AND METHODS. B. CONCRETE SHALL BE SSPC-SP6 CLEANING. 8. THE SPECIAL INSPECTOR MAY SEND A FULL-TIME EMPLOYEE AS HIS AUTHORIZED REPRESENTATIVE TO THE PROJECT, BUT THAT 1. CONCRETE PROPORTIONING, MIXING, TRANSPORTING, PLACING, AND CURING SHALL BE PER ACI 301. KNOWLEDGEABLE AND H EE IN ENGINEERING OR HAVE A MINIMUM OF TEN YEARS OF Q EXPERIENCE IN THE STRUCTURAL SYSTEM BEING USED. 2. U.N.O. CONCRETE SURFACES SHALL CONFORM TO TOLERANCE LIMITS PER ACI 117. EXPOSED E. ROOF DECK 700 Milani Street ARCHITECTURAL CONCRETE SHALL FURTHER COMPLY NTH ACI 30313-91, AND THE SPECIAL CON T CTONSIBILITIES Suite 400 REQUIREMENTS OF THE SPECIFICATIONS, Ho,,," TX 17001 ' 3. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED AND SHALL MEET THE 1. THE DESIGN OF STEEL DECK SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO BE SIGNED AND SEALED "XL_-------________-- ----__----------________N_OTE----1____________ ______ - -_ ---___________, Telephone 713.228.8050 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE THRESHOLD BUILDING INSPECTOR PRIOR TO THE NEED � I �,�I,, : " �'i III 1< S Facsimile 713.229.9343 a REQUIREMENTS OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) BY A PROFESSIONAL ENGINEER LICENSED IN THE S i i 11 � �1%00�61111 1;i�� 1, FOR ALL Gensler ,WV 11*vp I V, 'V V ;11 doft I I 1, FOR ANY INSPECTION ON SITE. �111!1171�" AND CA2004 FLORIDA BUILDING CODE. 111.141-11.411, do I � ��CE4;J�,ATED LOADS. THE DECK SHALL BE HE 1 1 2" TYPE 3 NATIVE CLAY SKIRT, /4\ `�' 11 I 11� � '111l 2. THE CONTRACTOR SHALL PROVIDE THE THRESHOLD BUILDING INSPECTOR A COPY OF ALL PERMIT DOCUMENTS, REVIEWED AND THICKNESS PER NOTE 1 -------- ----- ----- CON SHALL ALSO CONFORM TO THE FOLLOWING REQUIREMENTS: APPROVED SHOP DRAWING SUBMITTALS, TEST REPORTS, SHORING AND RE-SHORING PLANS, AND OTHER ITEMS THAT MAY BE REQUIRED COMPRESSIVE STRENGTH WATER CEMENT 2. ALL METAL ROOF DECK SHALL BE FASTENED TO THE S L SUPPORT AT END OF PANEL AND AT ALL INTERMEDIATE FOR THE THRESHOLD BUILDING INSPECTOR TO COMPLY WITH THIS STRUCTURAL INSPECTION PLAN, 12 \ @ 28 DAYS AIR ENTRAINMENT . USAGE RATIO (MAX.) WITH " DIAMETER PUDDLE WELDS WITH 36/7 ATTERN (MINIMUM). SIDE LAPS OF ADJACENT PANELS 3. THE THRESHOLD INSPECTOR DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLY WITH THE CONTRACT NOTE 1 1 \ SUPPORT it DOCUMENTS. THE CONTRACTOR HAS THE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS AND THE COSTS OF \ 3000 . . . . . . . . . . . ADE (U.N.O.), . . . . . . . . . .55 SHALL BE FASTENED WITH #10 TEK SCREWS AT 12A NTER (MAXIMUM). RECTIFYING THOSE DEVIATIONS, GRADE BEAMS /4\ 4. THE CONTRACTOR MAY CORRECT WORK PERFORMED IN NONCOMPLIANCE WITH THE CONTRACT DOCUMENTS OR CONTRACTOR MAY 3000 . . . . . . . . . . . . LIGHT WEIGHT (113 PCF) . . . FILL ON COMPOSITE METAL DECK . . . . . .55 3. THE HANGING OF ANY LOADS FROM THE ROOF DECK IS PROHIBITED. ISSUE TO THE DESIGN PROFESSIONAL A REQUEST OF ACCEPTANCE OF THE DEVIATION. I (UNO) 4. NO OPENINGS SHALL BE PERMITTED IN THE ROOF DECK UNLESS SPECIFICALLY CALLED FOR AND DETAILED ON THE 5. CONSTRUCTION PERFORMED WITHOUT INSPECTION MAY REQUIRE TESTING OR MAY NEED TO BE REMOVED AS DETERMINED BY THE 11----I ___ __11111 DESIGN PROFESSIONAL. I _ _1 h 4000 . . . . . . . . . . . . NORMAL WEIGHT. . . . . . . . . . . . . . . .5 STRUCTURAL PLANS. _-. -, 6. INSTALLATION OF ALL SHORING AND RE-SHORING SHOP-DRAWINGS PREPARED BY THE SHORING ENGINEER. THE SHORING ENGINEER I- WATERPROOFING AND - . 1- , - - _- OR HIS AUTHORIZED REPRESENTATIVE SHALL INSPECT THE SHORING AND RE-SHORING, AND PROVIDE A WRITTEN REPORT TO THE _i ______-I---- , I .- � 5000 . . . . . . . . . . . D FLOORS, ALL OTHER 5. MECHANICAL EQUIPMENT SHALL NOT BE HUNG DIRECTLY FROM DECK. -1 11- ..A-,- DAMPROOFING PER THRESHOLD INSPECTOR PRIOR TO ALL CONCRETE POURS. -.',.------_-� ARCH. DRAWINGS AND ' CONCRETE UNLESS N WI 7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIALTY ITEMS SUCH AS GLASS SLIDING DOORS AND WINDOWS, AND I'll,i 1-1 T-�___. /;i SPECIFICATIONS 6. DECKING CONTRACTOR SHALL COORDINATE DECK OPENING SIZES AND LOCATIONS FROM MECHANICAL AND I I _ / Remington Hotels, LP THE DECKING CONTRACTOR SHALL PROVIDE HEADER MEMBERS OR REINFORCEMENT BALCONY AND STAIR GUARDRAILS. THESE SHOP DRAWINGS MUST BE DESIGNED, SIGNED, AND SEALED BY A REGISTERED FLORIDA ----1 ___1 I / 1 4. CONCRETE PROTECTION FOR REINFORCEMENT, INCLUDING PRIMARY, STIRRUPS, TIES, ETC., SHALL BE ARCHITECTURAL DRAWINGS. _ I AS NOTED BELOW, OR PER ACI 318 FOR CONDITIONS NOT NOTED: AS REQUIRED. PROFESSIONAL ENGINEER AND BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. -1--7-11 1_11 z BACKFILL --j Project Manager 8. THE CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR WITH SHOP DRAWINGS, APPROVED MIX DESIGNS, CURRENT REVISED - _-,-1 (NOTE 2) � 14185 Dallas Parkway -1 -1- � CARBONATE AGGREGATES 7. ALL ROOF DECK PANELS SHALL HAVE A MINIMUM WIND PRESSURE CAPACITY IN EXCESS OF THAT NOTED ON THE DRAWINGS, SKETCHES, ETC. I t I______ / Suite 1 150 LIGHTWEIGHT AGGREGATES WIND PRESSURE DIAGRAMS. I---,_��-- 12 Dallas Texas 75254 "; �� ___/1/ 1CONCRETE PLACED GAINST SOIL . . . . . . . . . 3 INCHES OWNSIBILITIES i 1/1 d - FOOTINGS OR PIERS . . . . . . . . . . . . . . . . 3 INCHES G. STRUCTURAL STEEL 1. THE OWNER SHALL ARRANGE FOR THE GEOTECHNICAL ENGINEER TO PROVIDE INSPECTION SERVICES TO MONITOR THE PREPARATION / /,"',/ I I-�---- NOTE 1 Thornton Tomasetti - BASEMENT WALLS . . . . . . . . . . . . . . . . . 2 INCHES (EXTERIOR) / /// ------.,-I___�_ /___ —— DATION , - 1 INCH (INTERIOR) OF THE FOUNDATION BEARING SURFACE AND PILE FOUNDATION ELEMENTS. / / ��._ i /' DRAIN PER PLUMBING Structural Engineer 1, ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: A\ 2. THE OWNER SHALL ARRANGE FOR AN INDEPENDENT TESTING LABORATORY TO PROVIDE FOR MATERIAL SAMPLING AND TESTING //// / I�____ _____, /I/ DRAWINGS AND SPECIFICATIONS 12750 Merit Drive GRADE BEAMS (FORMED) . . . . . . . . . . . . . . 3 INCHES (BOTTOM) ASTM A572, GRADE , TYPICAL SERVICES REQUIRED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE. V-1- UNDISTURBED ----- __I___- (NOTE 1) 2 INCHES (SIDE) ASTM A36, PLATES, ANGLES, AND MISCELLANEOUS FRAMING, U.N.O. 3. THE OWNER SHALL ARRANGE AND ENSURE THAT ALL NECESSARY CONSTRUCTION DOCUMENTS, UPDATED AND LATEST ' SOIL OR ROCK _7 -1 I _ Suite 750 2 INCHES (TOP) INFORMATION, CURRENT DRAWINGS, APPROVED SHOP DRAWINGS, LATEST SKETCHES AND ANY OTHER TYPE OF CORRESPONDENCE I/ _____I--I I_- BEAMSallas, Texas 75251 & COLUMNS . . . . . . . . . . . . . . . . 1 1/2 INCHES ASTM A588, GRADE 50, WHERE NOTED F / TOP OF PAVING WHICH MAY AFFECT THE INSPECTIONS BE FURNISHED TO THE SPECIAL INSPECTOR INA TIMELY MANNER. _____7, 1 QR GRADE EL SLABS ON GRADE . . . . . . . . . . . . . . . . . . 2 INCHES (TOP) 2. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501 OR A53. I �------- V THRESHOLD (SPECiAL) INPECTOR RESPONSIBILITIES __-____1_1____-_ / SEE PLAN -----------------------I Thompson Company 3. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. _-,- ii , I ARCHITECTURAL CONCRETE. . . . . . . . . . . . . 2 INCHES -I � I,--- il, MEP Engineer ----,--- �� , 1��I 1. PRIOR TO STARTING WITH HIS WORK, THE SPECIAL INSPECTOR AND HIS AUTHORIZED REPRESENTATIVE, IF APPLICABLE, SHALL ,--,--� � 50 Technology Parkway, South 5. JOINTS NOT SHOWN SHALL BE MADE AND LOCATED TO LEAST IMPAIR S 4. ALL CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM A325, U.N.O. 1- I-_ __STRUCTURE, AS APPROVED. NO HORIZONTAL JOINTS SHALL BE PERMITTED IN CONCRETE EXCEPT WHERE ATTEND A PRE-CONSTRUCTION MEETING AT THE OFFICE OF THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF BECOMING ,--I'--_11 Norcross, GA 30092 THEY NORMALLY OCCUR OR WHERE NOTED. VERTICAL JOINTS SHALL OCCUR NEAR CENTERS OF SPANS AT 5. SHEAR CONNECTORS SHALL BE 3/4 INCH HEADED STUDS PER ASTM A108 AND SHOULD TERMINATE 1 INCH BELOW FAMILIAR WITH THE SPECIFIC STRUCTURAL COMPONENTS AND SYSTEMS WHICH HE WILL BE RESPONSIBLE FOR INSPECTING. ___ LOCATIONS APPROVED. U.N.O. 2. THE SPECIAL INSPECTOR SHALL INSPECT ALL STRUCTURAL SYSTEMS NOTED BELOW AND IN COMPLIANCE NTH THOSE LISTED UNDER --� � ----- THE __ ____- _ , ", - THE "GENERAL" HEADING. I �-7 6. HORIZONTAL JOINTS BETWEEN ANY TWO CONCRETE PLACEMENTS SHALL BE PREPARED BY ROUGHENING THE 6. HEADED STUDS SHALL COMPLY WITH ASTM A108, AND SHALL BE AUTOMATICALLY END WELDED PER THE SURFACE OF THE CRETE IN AN APPROVED MANNER SO THAT THE AGGREGATE SHALL BE EXPOSED MANUFACTURER'S RECOMMENDATIONS. UNIFORMLY LEAVING NO LAITANCE, LOOSENED PARTICLES OR DAMAGED CONCRETE. 7. WELDING OF STRUCTURAL STEEL SHALL BE PER AWS D1.1, LATEST EDITION. E70T4 AND E70T7 ELECTRODES SHALL iL/FOUNDATION PREPARATION 7. CONFLICTS BETWEEN SCHEDULED AND PLAN OR SECTION DIMENSIONS FOR CAST-IN-PLACE CONCRETE NOT BE USED FOR ANY WELDING CONDITION. 1. THE GEOTECHNICAL ENGINEER OF RECORD FOR THE PROJECT SHALL BE RETAINED BY THE OWNER TO MONITOR THE SITE MEMBERS SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER. 8. WERE FILLET WELD SIZE IS NOT INDICATED ON WELD SYMBOL, FILLET SIZE SHALL BE 1/16th INCH SMALLER THAN PREPARATION ACTIVITIES. FOUNDATION BEARING SURFACES AND PILE FOUNDATION ELEMENTS. 8, FOR SLABS ON GRADE, THE MAXIMUM SPACING FOR CONTROL JOINTS SHALL THE THICKNESS OF THE THINNER OF ELEMENTS TO BE WELDED. 2. THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE THRESHOLD BUILDING INSPECTOR WIli DAILY REPORTS AND A SUMMARY � 11% Consultants to Remington Hotels, LP BE AS NOTES ON PLANS. THE MAXIMUM DISTANCE BETWEEN CONSTRUCTION AND/OR ISOLATION JOINTS REPORT INDICATING THAT THE FOUNDATION BEARING SURFACE IS PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SHALL BE 80'-0". U.N.O. ISOLATION JOINTS SHALL BE PROVIDED AT COLUMNS. PROVIDE SLAB ON GRADE 9. ALL EXPOSED STEEL CONNECTIONS SHALL BE WELDED, U.N.O. GEOTECHNICAL REPORT, SUCH THAT THE FOUNDATIONS FOR THE PROJECT WILL FUNCTION AS INTENDED. ISCALE: NONE CEI Engineering Associates, Inc. AS NOTED ON PLANS. PROVIDE ADEQUATE MEANS OF CHAIRING AND ACCESSORY STEEL AS REQUIRED 3. THE INDEPENDENT TESTING AGENCY RETAINED BY THE OWNER SHALL MONITOR BACKFILL AND COMPACTION OPERATIONS AND A TO SECURE POSITION. 10. FABRICATION OF STRUCTURAL STEEL SHALL BE PER AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AND PROVIDE THE THRESHOLD BUILDING INSPECTOR WITH REPORTS DOCUMENTING THE OPERATIONS HAVE BEEN PERFORMED IN SLAB FLATNESS CRITERIA TO BE Ff-35 FL -25, REF. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. ACCORDANCE WITH THE GEOTECHNICAL REPORT AND THE CONTRACT DOCUMENTS. NOTES Civil Engineer 4. ALL INSPECTION AND TESTING REPORTS PROVIDED TO THE THRESHOLD BUILDING INSPECTOR SHALL BE SIGNED AND SEALED BY A 1. THICKNESS, SLOPE, EXTENT, DIMENSION, OR CONFIGURATION SHALL BE AS 4475 U.S. I South 9. PROVIDE 3/4" CHAMFER AT ALL CAST IN PLACE COLUMN, WALL AND CURB CORNERS UNLESS SHOWN 11. THE DESIGN OF ALL STEEL CONNECTIONS SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO BE SIGNED FLORIDA REGISTERED PROFESSIONAL ENGINEER. RECOMMENDED BY GEOTECHNICAL CONSULTANT, SEE GENERAL NOTES. Suite 301 OTHERWISE BY THE ARCHITECT. PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ALL CONNECTIONS SHALL BE 1 2. BACKFILL SHALL BE AS APPRO GEOTECHNICAL St. Augustine, FL 32086 DESIGNED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE LOADS NOTED. U.N.O. BEAM TO BEAM AND FOOTINGS CONSULTANT. DESIGN PRESSURE OF 50 F IS BASED ON CLEAN GRAVEL 10. ALL CONCRETE REINFORCEMENT SHALL BE OF DOMESTIC MANUFACTURE AND SHALL CONFORM TO ASTM A615, AR CONNECTIONS SHALL BE DESIGNED FOR THE SHEAR CAPACITY OF THE CONNECTED BEAM, FILL PER GEOTECH REPORT, IN E ACTT , DRAINED STATE. Leo A. Daly GRADE 60, U.N.O. HEADED STUDS SHALL COMPLY WITH NOTE G6 BELOW. OR THE REACTION INDICATED ON THE PLAN, WHICHEVER IS GREATER. THE SHEAR CAPACITY SHALL BE DEFINED AS 1. REVIEW SIZE AND CONFIGURATION OF FOOTINGS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. 4 EQUAL TO 1/2 OF THE TABULATED ALLOWABLE UNIFORM LOADS GIVEN IN PART 2, TABLE "ALLOWABLE LOADS ON BEAMS" 2. REVIEW SIZE, PLACEMENT, AND CLEARANCES OF REINFORCEMENT FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. I Interior Designer 11. DEFORMED BAR ANCHORS (NOTED DBA ON DOCUMENTS) SHALL BE NELSON D2L OR EQUAL AS APPROVED BY OF THE AISC MANUAL. FOR ALL COMPOSITE BEAMS, THE ABOVE SHEAR CAPACITY MUST BE MULTIPLIED BY THE THE ENGINEER, AND SHALL CONFORM TO ASTM A108. DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY FOLLOWING FACTORS: 3. REVIEW DOWEL REINFORCING AND DOWEL LENGTHS SUCH THAT LAP SPLICES WILL BE IN COMPLIANCE WITH THE CONTRACT The Offices at Mockingbird END WELDED PER THE MANUFACTURER'S RECOMMENDATIONS. WHEN APPROVED BY THE ENGINEER PRIOR TO Station FABRICATION, DEFORMED REINFORCEMENT CONFORMING TO ASTM A706, GRADE 60 MAY BE SUBSTITUTED FOR W8 AND W10. . . . . . . . . . . . . . . . . . . . .FULL CAPACITY OF WEB 4. VERIFY THAT REINFORCING IS SUPPORTED AND TIED SUCH THAT IT WILL NOT BE DISPLACED DURING THE CONCRETE POUR, �, 20'-0" , 5307 East Mockingbird Lane DEFORMED BAR ORS, PROVIDED THE WELDING REQUIREMENTS OF ANSI/AWS D1.4 ARE SATISFIED. W12 AND W14 . . . . . . . . . . . . . . . . . . . 2.3 @ CORN Suite 400 W16 AND W18 . . . . . . . . . . . . . . . . . . . 1.9 "-,\ /" ", .� I ", ,, ,,\ ,1-111, CORNER Dallas, TX 75206 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. W21 AND W24 . . . . . . . . . . . . . . . . . . . 1.75 ,,,/\ , /\1 / // 1111< 1K /X "" \ "I � , "/ / W27 AND W30 . . . . . . . . . . . . . . . . . . . 1.55 STRUCTURAL CONCRETE K /,\\ \ >�"\ ��" ,,/ ./ \' I"/1X1 I X / I / <", �< ",\ < / " � �11L\x�,\ / 13. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ACI 315. W33 AND W36 . . . . . . . . . . . . . . . . . . . 1.45 1 le,\ - / / 1// I ,/\, :,�'\/\'��\V\, \\,��\ / /' / / 1. MONITOR THE SERVICES OF THE INDEPENDENT TESTING LABORATORY RETAINED BY THE OWNER TO ASSURE THAT CONCRETE " I / I / / �'\ 11 "/ \/ < ,\ X, \ /^X \, 1XI/\ / / \ \ 14. WHEN PERMITTED, WELDING OF REINFORCEMENT SHALL BE PER ANSI/AWS D1.4. 12. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL. EN IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. -</x,\>,,� / \ , I/, _/1 \ \/ 15. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING 2. REVIEW CONCRETE CYLINDER TEST REPORTS PROVIDED BY THE INDEPENDENT TESTING LABORATORY TO ASSURE COMPLIANCE WITH 77- " , // ///// I A Issue Date&Issue Description By . Check 13. ALL STEEL BEAMS SHALL BE ERECTED WITH CAMBER AS INDICATED ON DRAWINGS, AND ALL BEAMS SHALL BE I ,/ 1_�7 - // / /, ,r/, ,/ 11 // ,/� // // THE CONTRACT DOCUMENTS. X, K\, X, /X/X/,/ /' / , / , / // / 05.26.06 WE FOR PHASE I CONSTRUCIM DESIGNATED AS "CONTINUOUS" MAY BE LAP SPLICED 38 BAR DIAMETERS, LAP SPLICES OF CONTINUOUS ERECTED WITH NATURAL CAMBER UP. < I/ / \1 < I I/ / / /// / / / / "//,�/`"\```'`' / ,�, / / // / / // " I/ 3. THE OWNER'S RETAINED TESTING LABORATORY SHALL OBSERVE PLACEMENT OF CONCRETE VERIFYING THAT CONCRETE IS PLACED IN /X,\',"/",IK" X'/ // / /// / / / / ,/ , // ,,,- 98 PSF REINFORCEMENT IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE SUPPORT FOR BOTTOM BARS AND X, \ " ,X� * // /,//,/// / // / / / /// ,/---' Ai 0&11,06 ISSUE FOR PHAM 2 WING MD PMT \" \/"\," ", / /" / ,/ / / I I / / "" \ / / REQUIREMENTS OF ACI 318, THAT CONCRETE IS NOT SUBJECT TO SEGREGATION DURING PLACEMENT, AND THAT �,,/X,"/�/ / 1// EDGE AT MID-SPAN FOR TOP BARS. \1 / ,/ // ,/ / / , / / /` �,/ �/ / ///� 11 I\ \,,I / ,// A mom issuE FoR PHA% i Gw 11 14. NO SHORING OF STEEL BEAMS IS PERMITTED UNLESS INDICATED ON THE PLANS, OR WITH SPECIFIC PRIOR APPROVAL. CONCRETE IS CONSOLIDATED PROPERLY DURING PLACEMENT. THE REPORTS SHALL BE REVIEWED BY THE THRESHOLD ENGINEER. 111-1//<', / / / X,\x/>\/11<\1 // / /,, V / "I A 1=06 ISM FOR PEMAT REMSION X, � // / - 16. ALL SLEEVES, INSERTS, ANCHORS, AND EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK SHALL BE 4. PERIODICALLY REVIEW CONCRETE PLACEMENT, CONSOLIDATION, AND GENERAL CONSTRUCTION PROCEDURES TO ENSURE THAT THE , I/10'-0"// --A --- VERIFIED BY CONTRACTOR AND SHALL BE IN PLACE PRIOR TO CONCRETING. 15. ERECT METAL FLOOR DECK PER MANUFACTURER'S RECOMMENDATIONS. "// /, / - - J , 4 03.02.07 ISSUE FOR PHASE 3 FOUNDATION & STEEL - TESTING LABORATORY IS ADEQUATELY MONITORING THESE OPERATIONS. /,o' " 62 PSF I TOWER 1/11, / I(TYP.) 16. STRUCTURAL STEEL SHALL BE SHOP-PRIMED PER SSPC PAINT SYSTEM NO. 7.00. SURFACE PREPARATION SHALL ,> 1/1 /I / 17. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS <, "/' /I /, " , 11 , 2 (HAND TOOL CLEANING) OR SP3 (POWER TOOL CLEANING). PRIMER SHALL BE SSPC PAINT ,,, , / /"\ AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF SHOP DRAWINGS. REINFORCING STEEL '�\< ,,,/1,,/"\ / , / / /I / / 1 /1 11 '/,/ // NO, 13, IRON OXIDE, WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. OMIT PRIMER AT SURFACES TO BE �</,/ 11 X,\</�/ //// /// /1" / /// // // I // // / \ /I ,\/,, / / / // // / // ,X ", �'," " \,,\",X\ / / / I / / / BE WELDED, AT CONTACT SURFACES OF SUP-CRITICAL BOLTED CONNECTIONS, AT SURFACES TO BE FIREPROOFED, 1. PRIOR TO THE CONCRETE PLACEMENT, INSPECT GRADE SIZE AND QUANTITY, CONFIGURATION AND SPACING OF REINFORCEMENT I" I "I / / / / / // ", I %,�� X, /1111 IX, , ,\ 01 , , / / / I"// / , "" I / ,, " , / � " , AND AT SURFACES TO BE IN CONTACT WITH CONCRETE OR GROUT. TOUCH UP BOLT HEADS, NUTS, FIELD WELDS, /�, ", \ I , �, "' , / / // / / / / I<",11\" 110010 / / ///, / / I ////7/",/ 11'/, // , USING THE CONTRACT ROVED SHOP DRAWINGS. REPORT ANY DISCREPANCY WITH THE DOCUMENTS AND ___ / /�/ ,'// - ,� /r / / / , /' �"' AND ABRASIONS IN SHOP PRIMER WITH SAME PAINT. . .1 /,'r,/ ",/ / / / C. CONCRETE MASONRY UNITS CONFIRM IF THE PROPER REPAIRS ARE MADE PRIOR TO CONCRETE PLACEMENT. / / ///,/ , 11<"-</�` \ 2. CHECK MINIMUM CLEARANCE REQUIREMENTS FROM CONCRETE SURFACES. // '// / "\"/ , , X / / "" , 17. EXPOSED ARCHITECTURAL STEEL SHALL BE PRIMED AND PAINTED AS SPECIFIED, USING AN APPROVED SSPC PAINTING /, , / />/�\x/," 1. ALL CONCRETE MASONRY UNITS SHALL BE ASTM C90 TYPE '1' (LIGHT WEIGHT), /I/ / >,�,� \ �X ., / ", / // 1, `\ , �/\,, SYSTEM RECOMMENDED FOR ENVIRONMENTAL ZONE 1B, AS DEFINED IN TABLE 3 OF THE SSPC PAINTING MANUAL. 3. CHECK THAT ALL REINFORCEMENT IS ADEQUATELY SUPPORTED AND TIED TO RESIST SHIFTING DURING PLACEMENT. I \ /��/, -,:, ", _77-77">�",/ "I" " , I "I 11 /' - (ASSEMBLY COMPRESSIVE STRENGTH Fm = 1900 PSI MIN.) / / \\/ ""I/ 11", / ;\e,V /\ , / , ,/"' I � I \ / /1", < > � / ></< 4. VERIFY THAT ALL REBAR SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY AFFECT THE BONDING CAPACITY. �/ "/,\/ / X /// /" /\z' \"�)< 18. , - /1" I\, ", , " / // \' ,>, \</ \ ALL STEEL EXPOSED TO BE WEATHER SHALL BE GALVANIZED. / " X I// X \,� -DAY GROUT STRENGTH SHALL BE 2000 PSI MINIMUM. ,,, >�,/", I "\ X / 2. 28 5. CHECK ALL SPLICE LOCATIONS AND REQUIRED SPLICE LENGTH AS PER CONTRACT DOCUMENTS. /11 "I"", " I//"/,///,/</ �,,\/X X\/<I 1/111/ I`/ X�,"I I I/ I/X\'1/ , 11 19. IF ANY DISCREPANCIES BETWEEN SPECIFICATIONS, NOTES AND DRAWINGS ARE NOTED, THE MORE STRINGENT 6. CHECK INSTALLATION OF HOOKED BARS AS PER CONTRACT DOCUMENTS. / /'/// / 3. MORTAR SHALL BE TYPES OR V. REQUIREMENT GOVERNS. / / //" // "' - --I / / "'/// / / 4. PROVIDE STANDARD JOINT REINFORCING AT 16" O.C. 20. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR 55 U.N.O. /` "� /. ,// 80 PSF // " / / / // / ;,/; CORNER UCTURAL STEL ----------I- "///// LOW-RISE / ,-_",--,'�,-_v5. LAP ALL REINFORCING BARS 60 BAR DIAMETERS. 21. UNLESS OTHERWISE NOTED, ALL SHOP CONNECTIONS SHALL BE MADE BY WELDING OR HIGH STRENGTH BOLTS. I I/ /I / / / , \ ' " 4- I // / / I/ / , //"",\\\""\"._1_ -___ ,� / / / / \ 11\1/\/ \/ / I , I ,22. UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS CONFORMING TO 1. REVIEW WITH THE ERECTOR THE CONSTRUCTION SEQUENCE INCLUDING TEMPORARY AND PERMANENT BRACING REQUIREMENTS. _____ -i ,,�,,, , I , ,,, , /\\/-\/ I I" , \�,< , \/�6. DOWELS INTO GRADE BEAMS OR FOOTINGS SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCING. -T_ /, ,/ <ASTM A325. CONNECTIONS SHALL BE DESIGNED AS FULLY TENSIONED BEARING TYPE WITH THREADS IN SHEAR ,12. CONFIRM WITH THE GENERAL CONTRACTOR THE ALIGNMENT AND PLUMBNESS OF THE MEMBERS OF ONE SEQUENCE BEFORE <,, ",>/�,,/Z4 � , , 31.4 PSF 7. GROUT MINIMUM OF TWO CELLS WITH SCHEDULED VERTICAL REINFORCING IN EACH CELL AT EACH SIDE PLANE. (TENSION CONTROLLED TWIST OFF BOLTS ACCEPTABLE.) \ X\' " , NCE. ,�,/ \ \,X,// 1�" � "OF ALL OPENINGS. < "�/' �, 4 //' ,� , . /�, 11 ','�,� 7 " " " , ,", " "Ilx, � , �23. UNLESS OTHERWISE NOTED, BOLTS SHALL BE 3/4" DIAMETER. HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE, 3. VERIFY THAT ALL REQUIRED TESTING AND INSPECTIONS ARE COMPLETE BEFORE THE CONTRACTOR PLACES CONCRETE FILL ON ,,, �, x �v �, / ,/ / 9,; ",/ ,, _0<' � "x" ,,,/ , / 108. ALL CMU WALLS SHALL BE LAID IN RUNNING BOND. DECK AND BEAMS. \<",/,��,,�X , �"/ // / WI OWN ON THE DRAWINGS. ,\,/ ,,x \, ,// ,( .)DEADLOAD ON STEEL �<,\/',',"';<" �\> ,, ,/" / // /// /. ,� ' ///24. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT SPECIFIC PRIOR APPROVAL. JOISTS ,�//// // / / BOLTED STEEL CONNECTIONS 1`/1 / / /////1/1 \ / 1�"",�,,,K ,,,, >� ,\25. STEEL FRAME IS NON-SELF-SUPPORTING. STEEL HORIZONTAL STRUTS AND VERTICAL BRACING ARE REQUIRED TO < " - \ / //PROVIDE STABILITY FOR THE FRAME AND RESISTANCE TO WIND FORCES. CONTRACTOR SHALL PROVIDE ALL 1. REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE ALL CONNECTIONS CONFORM TO THE APPROVED SEC11ONS AND DETAILS �D. STEEL JOIST AND JOIST GIDER 11 '<," ,11 �/�', - /I,/ 11 \" < / " /�, ""1/'/1 / , /2. REVIEW WITH THE TESTING AGENCY THE BOLT TIGHTENING METHOD TO BE USED. REVIEW THE TESTING PROCEDURES AND /,�, //,�', /K:/�,� // /I / / / / 7, 7,��:�>\ "",\ I �, / ,ITEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY OF STRUCTURAL SYSTEM UNTIL THESE ELEMENTS ARE IN ', / /\, /111 / /, / I/ / / // �\,,/'X'K �x � , , / / / , ,X ,, / ,,, ,/ ,THE REPORTS REQUIRED BY SPECIFICATIONS WITH THE ERECTOR, GENERAL CONTRACTOR AND TESTING AGENCY. � 'll �,,,,,�, ,/ // ,/ // I/ // ", X/1,�""",," < /PLACE. ', / , / / / / <_\ , ,I " ,� , I " , ,�/1. THE DESIGN OF ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE BY A DELEGATED ENGINEER. THE DESIGN IS TO 3. INSPECT ALL CONNECTIONS FOR COMPLIANCE NTH THE CONSTRUCTION DOCUMENTS. VERIFY THE GENERAL FIT-UP, NUMBER, - 1/\ ',,/\\/\'/ ,/ / �/, / / / / , ,/ J\,,,- /I,_011BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ALL STEEL JOISTS 26. COLUMN ANCHOR BOLTS ARE DESIGNED FOR COMPLETE CONDITION ONLY, CONTRACTOR SHALL PROVIDE ALL SIZE, TYPE GRADE AND LENGTH OF BOLTS. � 53 PSF � 20AND JOIST GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH THE SJI SPECIFICATIONS. IN ADDITION TO THE TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY UNTIL ALL BRACING ELEMENTS REQUIRED FOR STRUCTURAL 0 4 ' @ CORNERGRAVITY LOADS, STEEL JOISTS AND JOIST BRIDGING, AND JOIST GIRDERS, MUST BE DESIGNED FOR WIND ANDSTABILITY ARE IN PLACE. ECTIONS, EDGEMECHANICAL LOADS SHOWN ON THE MECHANICAL DRAWINGS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF MISCELLANEOUS STEEL SHOWN ON THE STRUCTURAL DRAWINGS 1. REVIEW WITH THE TESTING AGENCY THE METHOD AND PRODUCES TO BE USED IN INSPECTING THE WELDS. REVIEW NTH THE ERECTOR, GENERAL CONTRACTOR AND TESTING AGENCY THE TESTS AND REPORTS REQUIRED BY SPECIFICATIONS. . OF UPLIFT P S URESUCH AS SHELF ES, UNTELS, SUPPORT MEMBERS FOR CURTAIN WALL OR MASONRY AND EDGE ANGLES FOR OPENINGS Seal/ ignature2. ALL OPEN WEB STEEL JOISTS K AND LH SERIES, AND ALL OPEN WEB STEEL JOIST GIRDERS SHALL BE FABRICATED, AND PERIMETER CONDITIONS. IT IS THE INTENT OF THESE DRAWINGS THAT THESE ITEMS BE FIELD ATTACHED BY FIELD WELDING OR 2. ENSURE THAT DEFECTIVE WELDS ARE CLEARLY MARKED, REPAIRED AND REINSPECTED. FURNISHED AND ERECTED IN CONFORMANCE NTH THE STEEL JOIST INSTITUTE (SJI) STANDARD SPECIFICATIONS FOR FIELD BOLTING TO MEET TOLERANCES REQUIRED BY THE OTHER TRADES, THESE TOLERANCES MAY BE MORE STRENGENT THAN AISC TOLERANCES. 3. ENSURE ALL WELDERS ARE CERTIFIED. r", . I OPEN WEB STEEL JOISTS, LATEST EDITION. 28. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY 4. INSPECT ASSEMBLED MATERIALS BEFORE WELDING FOR PROPER FIT-UP AND PREPARA*flON. I 4DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF SHOP DRAWINGS.3. ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED IN ACCORDANCE NTH THE ABOVE REFERENCED SJI 5. REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE ALL CONNECTIONS CONFORM TO THE APPROVED SECTIONS AND DETAILS ' -SPECIFICATIONS. IN ADDITION TO THE GRAVITY LOADS, STEEL JOISTS, JOIST BRIDGING, AND JOIST GIRDERS MUST / ", ", ......... ,--- - I / , " , /BE DESIGNED FOR THE WIND UPLIFT SHOWN IN THE WIND LOADING DIAGRAM ON THIS DRAWING. /`/ I ,// / / . LIGHT GAGE ROOF DEIGN CRITERIA / / I/ / ////" I I ///1 / // I/ /4. THE ENDS OF K SERIES JOISTS SHALL BEAR A MINIMUM OF 2 1/2" OVER STEEL SUPPORTS UNLESS OTHERWISE A. SHOP DRAWINGS: 1. CHECK STEEL DECK FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY GAUGE, MANUFACTURER AND SURFACE FINISH. //// / '//�/// I Project Name NOTED ON DRAWINGS. THE ENDS OF LH SERIES JOISTS AND JOIST GIRDERS SHALL BEAR A MINIMUM OF 4" OVER 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE INFORMATION FOR THE FABRICATION AND INSTALLATION OF ALL /"/,, / - I/ /TING ANGLES SHALL BE ADJUSTED TO PROVIDE LIGHT GAGE UNITS. INDICATE MEMBER DIMENSIONS AND CROSS-SECTION; LOCATION, SIZE AND GAGE. 2. INSPECT THE DECK FOR POSSIBLE DAMAGE DURING TRANSPORTATION, STORAGE AND ERECTION. " I """,// I/ // Sea Turtle Resort STEEL SUPPORTS UNLESS OTHERWISE NOTED ON DRAWINGS. SEA " /1 // /LEVEL BEARING ON SUPPORT SURFACE. ,'/////, / / //I /_ Ashford Hospitdity Trust 2. SUBMIT COMPLETE DESIGN CALCULATIONS BEARING THE SEAL OF A REGISTERED ENGINEER IN THE STATE OF 3. VERIFY THAT THE DECK IS INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. CHECK LAY-OUT, LAPS /, //// I // 78 PSFFLORIDA FOR REVIEW. CALCULATIONS SHALL INCLUDE COMPLETE STRESS HISTORIES FOR FLEXURE, SHEAR, FASTENINGS, CLOSURE PLATES, WELD PATTERN AND TOUCH-UP PAINTING. VERIFY THE OPENINGS IN DECK AND / // / // CORNER5. ALL JOIST TO STRUCTURAL STEEL CONNECTIONS SHALL BE WELDED, EXCEPT AT COLUMNS WHERE FIELD BOLTED TORSION, AND BEARING; CAMBER AND DEFLECTION; AND OTHER INFORMATION REQUIRED TO VERIFY S AND MEMBERS. /'/// / "I /I /1Project Number CONFORMANCE NTH GOVERNING CODES. //�",/// / /' / CONNECTIONS SHALL BE USED TO PROVIDE LATERAL STABILITY DURING CONSTRUCTION. ALL K SERIES JOISTS / // ,/ "" /SHALL BE CONNECTED TO SUPPORTS WITH A MINIMUM OF TWO 1/8" x 1" LONG FILLET WELDS, OR NTH TWO 4. CHECK FOR ALLOWABLE LOADING ON THE DECK DURING CONSTRUCTION. / I /, 43 PSF ""/ /// I CAD File Nameof3. SHOW LAYOUT, DIMENSIONS, REACTIONS ON BUILDING STRUCTURE AND IDENTIFICATION OF EACH UNIT TYPE. �,,�",/,// /, " '3/4" DIA. BOLTS. ALL LH SERIES JOISTS SHALL BE CONNECTED TO SUPPORTS NTH A MINIMUM OF TWO 1/4 X INDICATE WELDED CONNECTIONS BY AWS STANDARD SYMBOLS. DETAIL CONNECTIONS, AND JOINTS, // //,// �' ""I' // Sol-00 5. FOR CONCRETE FILL ON DECK, VERIFY THAT THE CONSTRUCTION JOINTS IN THE CONCRETE FILL ARE AT APPROVED LOCATIONS. ,/1 ,,, /2" LONG FILLET WELDS, OR NTH TWO 3/4" DIA. BOLTS. ALL JOIST GIRDERS SHALL BE CONNECTED TO INCLUDING ACCESSORIES. / / " // /SUPPORTS NTH TWO 3/4' DIA. BOLTS. / I// / //,/ Description 4. SHOW LOCATION AND DETAILS OF CONNECTION REQUIREMENTS RELATED TO REMAINING BUILDING CONSTRUCTION. 6. VERIFY INSTALLATION OF ALL WELDED WIRE FABRIC (W.W.F.), ADDED REINFORCING, EDGE ANGLES AND REBARS WELDED TO // /// ',/ /'////// GENERALEDGE ANGLES PER RUCTURAL DRAWINGS. ,11, , /// / ", "I / / / �. """, I6. EXTEND BOTTOM CHORDS OF JOISTS AND JOIST GIRDERS AT COLUMNS. B. FABRICATOR SHALL DESIGN LIGHT GAGE UNITS TO WITHSTAND LATERAL PRESSURES, GRAVITY LOADS, SHIPPING AND ///// , / I/ERECTION STRESSES TO CONFORM TO DRAWINGS AND APPLICABLE CODES OF GOVERNING AUTHORITIES. SUBMIT DESIGN /� /I /, // /// / / 17. ALL CLIP ANGLES AND OTHER MISCELLANEOUS CONNECTIONS TO JOISTS SHALL BE SHOP WELDED. NOTES AS INDICATED ON DRAWINGS. /, Scale/ //// / /8. PROVIDE DIAGONAL BRIDGING BETWEEN JOISTS AS SHOWN ON STRUCTURAL DWGS. SPANNING PERPENDICULAR TO C. LIMIT DEAD LOAD PLUS LIVE OR WIND LOAD DEFLECTION TO SPAN LENGTH OVER 240. LIMIT LIVE LOAD DEFLECTION TO SPAN OVER 360. ,//,/',,,',/ /'/ ///THE JOIST CHORDS. ALL BRIDGING AND BRIDGING ANCHORS,SHALL BE COMPLETELY INSTALLED BEFORE ANY D. DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITIONS AND TO INSURE PROPER FITTING OF WORK, ',I/ / / ,/ // /,1 DS ARE IMPOSED ON THE JOISTS. BRIDGING MEMBERS SHALL BE DESIGNED IN ACCORDANCE AND ONLY AS ABLE TO THE ARCHITECT. MAINTAIN GENERAL DESIGN CONCEPT SHOWN WITHOUT INCREASING OR DECREASING SIZECONSTRUCTION WITH SJi STANDARD PECIFICATIONS FOR OPEN WEB STEEL JOISTS. OF MEMBERS OR ALTERING PROFILES AND ALIGNMENT SHOWN. WALLS +E. REFENERCE SPECIFICATION FOR OTHER LIGHT GAGE DESIGN REQUIREMENTS.9. ALL BOLT HOLES FOR BRIDGING CONNECTIONS SHALL BE ROUND. SLOTTED HOLES ARE PROHIBITED. SCALE: NONE 2005 Genlr ADS. 100MWOR%,_ - T3NAN I 11 I _ ,11I-- -- 111- DE-1, SIALL BE THE I I/WIDE RIB DECK) x 20 GA. UNLESS NOTED. TFF�_I Ri�,J/ ,\ I ' AND'OJR F 50 1� CTI E 3A( /// --- NV /,�/�,I"-_ ... .I 4X<\/\ /x/ , -/ �"),I"" /"/<>I, /, ,/,I/; �1 /" // L - / 7, / I/ "" /, /// Z� X 0 I (ZDA \K 11 / [1"1:\ I / 0 , , - - `1 \_ A*3JIJ( /// , , I ----------------------- ----------------------- IN 1& 00'E' AX AY AZ A B C D E F G H J K L KEY N I 13 8 1 8 13 8 271-211 181-8" ed, Lt vsm m 131-81" 13f-8)1 131-811 131-811 131-81' 40 R rt N N 0 EXCAVATIO MAY HSS6x6x 3/16 WITH 111111 11 Jill 111J= BE DEEPER THA� BOTTOM -01' x 2'-Olf Ix 11- 21 X T 7 ""//7/ THICK FOOTING 4-h OF EXISTING BUILDING FOOTINGS 6 [77? Rt-%n(o V n HotU'l I, at *1 U BOTT. T/FTG. L. 12'-U-' 13'-411 33 6 V_T Ashford Hospitality Trust NEW 8 T /�MU WALL 7 SEE 01 04.02 FOR ................................ �J 14185 'Dallas Parkway N, 2) TING J" 0" WIYE FOO G Suite I 100 00 TOP OF EXISTING C> _011 liallas TX 75254 FTG. EL. 14 C14 C) T Id"I 77 V) C14 EXISTING OPENING - ------ ....... -__- -__-- z, -7 -77 ........... _J V 'T',4021 ,1: tRINN't",� URI "k" 'A' g L/ 0" IT T V VVI U /F6OTIN A �EF,61/SO 0 F /to '10 E 00 00 N E,W` COMPACT T, i t�� T FIL /* A 00 L/ ---------- LEAVE OUf AND 18/SG301 X 700 Milarn Street �,JJ OINTS CONTROL H __J 7,,,777 PER S03.00 Suite 400 7- �M Houston TX 77002 1 . 9 -- --_----- -__ ......... Telephone 713.228.8050 '/7" 7 T acsirni e 2 Gensler �i ti i 00 J F 3 .......... R U .......... T 1 0 "4 2 X - -------- 10 �T TOP OF EXISTING -'Z v X: _U WK. EL. 14 E L. 1,6, C14 CD T J 01 0�31 2. 5 R J 0 EL. 1 D _00 L/ 7= V) T 0 TING OP"' F' EXIS, CD . .......... - ------- < 4 J -7 "M: ---- ------------ V% 09/SO3021 3. 1 R Keming H rton "otels L" 7mvpp", 8 T5, Project Manager q 05ZS03.01 co T co 14185 Dallas Parkway co ............ .......... 777 F-M-7- 777774"7777 t T 0-0 T, T/ i i v I/ 2 $03 Dallas Texas 75254 Suite 1150 /* Z' ......... ------ till t 7 ILL t L0 J:T 11 " .. ........... ------ ------ �7 Thom on Tomase 00 3. 9 UP fi� A -7 7� co 4 .......... Structural Engineer 7- -7- -7 71 ....... ......... (D C) 12750 Merit Drive CD HSS6x6x 6 4 Suite 750 r ul U) TYP. OF (4) 7 .7 �X �3 03/SO4.02 > t,T : 11/S03.00 FOOTING C) X, I -b X 't 0 IT - _011 100 t ................ _U T T/FTG. EL. 15 Thompson Company W1 0 k 3 3 -717 IT FOQTINGt,, A i T--b' 1",1--1] , / i,. " x 41-611 x 41-61" C) U,P/1 17/SO,3'01 K t AIN "N" T . `�, g7�7f7 LO I " , /<1 C�o 1_0 MEP Engineer X 00 t C) 2 N "A CO ........... echnology Parkway, South Norcross, GA 30092 2-0,� FOOTING 0 0, ilt -6" x 4'-6 x 4`-6 LW HSS6x6xl/4 1 0 c,4 07/SO3.01 (SIM) T/FTG. EL. 1 ' _0 .......... ..................... .......... L0 S7- % /7 -4 /I W1003 CN NO I/ "/, -7- 71 _ ��8 8 07/SO3.01 L0 A 77 ............ r",_/----------/ uons Keming n i !T /F.TG'/ "r To els L an-'s to rton rA,M. _00 CQ FtL. 14-on X H§S4"4x 6/16 . ..... ...... ... ......... ... ....... ul Jll J.1. T U FOOTING 6 . 5 ,q- LO Inc. V-61" x 61t-011 x 6' Associates FOOTING C'I Enrvineerin to ,.` if if CN L0 _011 — '-,00 T/FTG. EL. 12 1 6" x"/4#-6 4#'-6 FOOTING-"' > V-611 4f-tll x 40-6" Civil Engineer T/F,T0.1,,EL. jo-,u -0" 4475 U.S. I South T/FTG.�,EL. f3 ><1 Z� 17"-1 Suite 301 '77 00 W1 Ox33 'LLAVL .............. St. Augustine, FL 32086 S4x4x/5/16 07 07/SO3.01 Y HS J/ CONTROL,�JOINTJS ,,z' co 00 7 '1 W TOP OF EXISTING (4) HS8,'x I PER S03.00\J FOOTING o" CONC. EL. 14 q/ -6'p x 4'411 x 4-b 0 03.0 0-4 T/F TG. E L. 1 Leo A. 'al o" C-4 . ........... W1,003 Interior Designer �1 so The Offices at Mockingbird 4x4x 5/16 HSS W100 -------------- N Station 07/S0t Lane 5307 East Mocking ir -0 ��S,6xft 1/4 -C:) 09 0) 1 'M Suite 400 110�40' 5/16 Dallas, TX 75206 7. 6 op F001ING F001ING Jt z t .............. L C:) /""/ I v , - J if-6" x 61-01' x 6'-0" NX 2'-0" x 4'-�C" x 6'-0' 1-0" T/FTG. EL. 12 -0 \T T/FTG. EL. 1� (N FOOTING 7-- 7. 9 _f'-6 x 0" x 6 < Issue Date&Issue Description By Check -on X T/FTG 12 X ON X1\ Y —1. — — ��d , I J i I ----11 _1� T_ 0&11.06 IME FOR PHASE 2 WING AND PERMIT U OX33 C> t`t`1X S03.01 0=07 MW FOR PHAM 3 MMDA11ON & STEEL PONT f"T/ (4) HSS6x6x C) -4 09/S03-01 �J 1", N ------------- X 17"1 9 FOOTING V-6" x 6'-()" X ---------- ----------- ----------- T/FTG. EL. 12 ------------ t 11 1 (4) HSS X6X 1/4 ....... % �Z 0 J J ;Y (J11 09, 1 0 k, __7 10 'N, I/ —17 7 —9 /211 10'-8 5/8" 81-3 7/811 4'-9 1 8 00, T IQ\ J K M4 ........ ... 3 1-T z UX A X Aw A /A ! H W� if Ml W / A Z Z 11� __1_'__ 11 ---/__J/__ - Z "Ll z Z'/ 7 _7� 7 F-1, 7 Z, V J� 4,; Z_ ---------- f i 0011 10.5 Unit, J, IT& L 121'1�1___,"_ 1,11, goo 11111 N Iff 010-111 Emw No% 0 A t Seal/Signature A, Wil ITT "T" ............... T Project ame 4 T Sea TurUe Resort Ly Ashford Hospitallity Trust .......... IT If J L Project Number 02.5635.000 271-21" EXISTING WALLS z N g, Will, MNIR 81 Ni'l I.M 1,- I CAD File Name 10, 11" EXISTINIIG "'WALLS 8 z ILI �Z -00 7 7� T S02 IT ............................ Z ............ 7 E E FOUNDATION FRAMING PLAN INDICATES NEW LEVEL 0 5" SLAB ON GRADE QN 15 MIL VAPOR RETARDER ON COMPACTED SELECT FILL PER GEOTECH REPORT. REINF. WITH #3 @ 14" OC EA. WAY Scale ............ ......................... INDICATES COMPACTED FILL ................. X 1 14 0 INDICATES EXISTING CONCRETE WALL A, 0 2' 4' 8' 16' M mat rk I ......... T1 A L 1p'% A r S02n00 SCALE: 1/8 1 N JGS 40 L IZ R , G C2005 Gensler - ------------------------ -------------- ------------------- ---------- , .. 1111..... ,----*-, 11 .11 - I i K OE Y N 0 T Et""A' \ ` - ' ' - 11 " I' ll 1111 _1111 I 111- i � ! � i ""I r " '--% '--4 '-% A A B C D E F G `,� \\ H J K L �li lllillilillillill=llmIMMIII III! IL I ff 's AX AY Zi IV&%J ``` - NEW LIGHT GAGE ' t 1Sea i uftl e RU Ly ft '-0" 40'_4» 13,_8» 13'-8" 13,_8" 13'_8» 13,_8„ 13'_8» 1` '-8" 13'-8" 27'_2» J _ __ ________.- ___.___..____ _�_ _ _ 1111__ ________ - 13 _ 1111__ -1111____ _ 1111_ ROOF ON EXISTING 1'-3 1/4" 26'-8 3/4" 1111_1111. _._______.._-1111_____ MASONRY WALLS "1 1111 _ ______.__ _ - GC VERIFY EXISTING I I I I I I I I I ( - - - - - '' I I ''I '--.�-.i , Hote'l Ren%j vat i* on � I - -' i I „ ,.. „+ I ALLS ARE GROUTED I = _"� I t ' % I x ,. .. . ,., .>C' ,r 1111 .�; r SOLID I I I I . L2x2x 1/4 ` I I I x-BRACE r Hospitality I I s I 11 , \ I , r � � _ i NEW CMU ,. o I I W14x22 N I I I I WALL ( I I I t Suite I 1 00 I I � � ii II � _= . _ I I I i_ : t I Q I 1 I ,v I 3 �, I W14x22 I f "� ; s i z Dallas TX 75254 a 8" 7'-6" I `````' 1.58 x 2 GA. ( N �o 1::1 cn I ! I W10x12 '` ., x I ,� �� \K: �.��'w� ROOF DE K I ► I ` 18 -8 1 0 I- GC VERIFY EXISTING r- I _ WALLS ARE GROUTED i Q t W10x12 W14x22 W10x12 s SOLID f W 0x12 1P 1111__..1111._.__ 1 . 11 t, I I , I II I x , I 1 I N1 1 ►- i �' �� 1 :; r x I ,s d d \ cp N o0 Ir- W10x12 � W10x12 �, W14 22 X W10x12 I W8x10 ! ` a x ,�, � : 1111 a � I E x: *�:- � � A 1 u 1 { I N o I /'11 �- c� I cp x11 11.11. _ _ 1111 - , _ 1111 . __, _ _ , __ _ __ _�. _ 1111 _ 1111 _ 1111 1a2 1111___ _ �V�Q�rfi2 - W10�tfi2 W�8x12 --�+V1� 1-2 _ _ - _ _ _ 700 Milam Street ( )- _ _ _ _ - - -___--1111 -1111___._ _ 1111-_ _. _ 1111__. 11111111__-- 1111 11' _I_ �_ 1111_ , r: I ,, �:,.,.. ,:,•. , , , , 1111 , .: �,.,, 1111; .,, ,, 1111,, e, : ", :,,,, ,,, ,.", '11 ,,.„, 1111„,. ,.,... „..„., ,,.,: ,' �•;;' 1111, 1111, I "I I ,il 11 . ,�' ,y 1111 .,v,,,,,, ;,,,,,,,,',','��:;'.f.. � ,,E Suite 40 I'll _ 1. 1111_ Su 0 i 1 Houston Tx 77002 I I I �, E '' �, x 3 '��I'll (` ( 1 a I - B/DECK .�.� ;�- `� k Telephone 713.228.8050 I I EL. 24'-8" 111 ens e r Facsimile 713.229.9343 N 1 I ( , ( I I I 02/SO4.03 t 00 11 I "II 10» I I ABOVE :3 oc] r 1 I f I ; I�' I ;, I1. �,� oO II 1. I 1 I I I 11 4 ,illi I ,� f 3 I, 1 I ; E I ,} t 1111 I I I % I I ; D, i ; �' , �.,..�.(it, l, k , . E N 1111._. 1111... .,._..... __._._._.� 1111... 1111_. i1111 _'1111"111111'11.1111 1111_ _.11.11._ 1111..,, k "k I I I ; I I ' ' ► ;I .F. - 1�' I . 9 __ I I Cj II1_ 'i" Iill, 11i Iz t 1d I of , 1111 «x":c ', .n.. A.�.. '� _ ..1111- 1111. 1111__- - - ----. ..,.__.________-.__._..___ "1111, -.-._-.1111-1111_. 1111_ 1111__ 1111 - 1111._.lmnb* ... �,. 1111_•-•-•_______'_ ._ _.....,.... _..._.._.,.. 1111. 1111.. 1111. 1111._. _.,_._._. Y, ___...... ,., 1111_ «11111111 •1111•__ 1111.-.n_ _ _-- -- -- -`- 1111_«._._...- 11..11 -._ �^^� t ,x ... 1111..._ _..,...._..._._ 1111._.1111 ._ 1111 ..1111_._ 1111.-.._v____ �f___.1111. i 1 2 _ 1111 __ - � .04 �: � _ _ Q3 504.03 � f I'll "Ia I` i / 1 _ _ i �; � li TOP OF EXISTING -1 F -F�- --- - � CONC. EL. 23'-8„ � E � , - ` 05 503.01 I I II� II 11 I I I I� I 1111 ' j1 I'll �, » � I I I I it I CUT SHEAR WALL, `vi III II `� 2-O I I DO NOT OVER CU ' O1/SO3.01 . . . . . .. . tt t'- i ! I I I I I ; _ _ 1111_.._ 11112. 5 ' I "A I` I I I I I i �� ' ; LP i F C14 -1111' I I III I I I i o2/so4.03 I i Hotels, I �'' I I I I I I I ABOVE Project Manager 1111___ E= I I I ,� I ! I a I Y J i, 10 r J �}I J _ 1111 I Parkway I 3 �, I4 85 Dallas a kway �`, , I II��I Q i �1--_� I ..�.. I I ,1 I ( I "' ,, 1 I Suite 1150 3 -0 x 81-010 II ,�, .. 01/SO4.03 ' . j Dallas, Texas 75254 OPENING, DO , ! I�_ -- --- -----'- - - _. _ _ 1111_ 1111_ _ 1111. ._ _ 1111- 1111 1111._ _ 1111-1111-_- __ _ - __.�_ _ 1111 _ -1111-. - --,--11.11_-1111__ _ _ 1111_ - 11111 --._ 1111_1111______..__ - _ _, ._ - 1111___ -- ----1111_.. -- „�_. _ 1111_._ j; 1111_.. ._..�___ 1111__. y x„ \ xy --^-�-^ I 1 {4: 3 NOT OVER CUT --'--7 .- _ 1-11--- ----.-'.._- - ..-._ 1111._1111. _, .. .'q, ., �, 1111. ;r: , .. '11, r ,, �r ;� : It ; I, II i } \ ________ _.. _ -- ' _ __ _____. _- Thornton Tomasetti I I 1 _ _ 1 O� ;1, r • 'i r _ .. .. - - 1111 1111 - - ® I ''- ,, .s 3 „s ..... ,.. 1111. t, t s f I� II _ I) It, t i II I O It :i � } I _ _ yI I I I 'fti Structural Engineer s' W x1 I 1 c - _ _ �, I : It t u0 I - = _ ..W�2X1.48 t s It Drive i 13 �� k� 12750 Mer' 00 _ N ,f r -� "' _ 1111_ 1111_ __ 1111 _ I .- I I x r I ': x I 1 <:, FY.;,;;F„:,' I Suite 750 00u a 9 \' t'`) 1111 �, q :xo•. ;-' � I :: .1111I I _ _ - - W12x22 1 t Texas 75251 11 503.01 I I F I € I ,' l Y ! __ __ 1111_ _ _ __ T 1111 _ _, 1111._ I _ ,� -� f,"- T- alias Te __. : --- -1111- .- I ' : , - -- ----- - -- - -z 1111 ,: a c Q 11 _. j� ,' rt ( c I ,` : Y Thompson Company �a J v _ i .,.. �j '� cv a. I �' I I 3 ;' (�� •1111 .1111 • , 1 a I �' - _ - _ _ 3 y I i r' Q_ :_ I� I 2x1 x W1 x148] X14 .• 2x14 8 • ♦ 11,11 111.1, _ MEP Engineer I W1 4 >- [ W12 8 Wl I ,1111_ ._ 1111 ;£ 1111 I-- - ;i Wim ,: _ 11111111_.____...,_ _._____ --- N, f x, z „..,: .,,,., ,., ,, .r.�a,,.:.,.,rro �.,:�,.m.,.x..sr'.ar„z z..,:s. .,'r:.»Y.i s.�, F,. r .Ni :nx. ..<1, ;n',` ,., r'.x.:,s: h:. r, ';",.,;: �, H „". : ,'zkF,•, ,<.. .w, s;, n .:,', '+'S .:. ,Fs' ., a ..l:-y., r'•r::s, < o.v x, /1111..�S' a>...,m,, ;3rs'. r Y Y' .. - ..s s' .,,:1111,., ,` s, ,x.x.✓ ,s¢ ,P f Y' v,,: �' .. .. _ 1111 ,. .,_1111 ., 1111 ., an l...xv:,,/x>„»11X1;,.,.,ie..,l xf.Y...LI.,vy„x�...,,:.v,r:R.yMR', y :s; „ ,.,Sv ,,,, f c'J.'M'9. Y'E, b. Y, Sf .b.r 4 _ �- F. , ;r : F � g: Parkway, South .x -� � 1111_ I � I tk 50 Technology _.____ _ _ _ 1111___ _ 1111 _ _ ____ _ _ ____m_. -_ _1111__ 1111________. 1111__ _ _ _ 1111___..______ c ��, �_ f � a :1111• � � � � ... , ��' - <,. �; «a EL. 23 --8" o Norcross A 30092 • I I I .a • .- EXISTING ® I 1 11 cV n •5 - . . . „_ ._.., .,.1111.._„, ....,....1 It> ,; • r---� I Q � �. I ( .I aIr I , I 0,, �, ,_ COL. I I I I l _� _ _ _ _ _1111_ 1111___.__ _ ,, :: , ECK I :t ; ' � >> { i ;i :4, k I I N ' PANS X 14/504.01 r i .- ; ., \ .: s£%,$' i E+ , 4 ',n 11 t t:l} F1 _..............-"".1::1 `, 4 s;.. i .< i F , f+ V�! t \,."" 'A 5{ ' r f .. ... ..1111. ...1111 .1111. 1111...,.. __ .._.._._ _ :. „ r :. •� v,r t .... ._.K..'1111:'.''_ �„ ♦ ! :,N:,'/,<: :'Y'H �' cv i v : � it i, L„, ., I I I „�, . ;.�, «}.. ,..1111 1 111 ., _.1111 1 1 11, ., ,,. I s;s,r 01111,y,,;,:,.e„n,,. ,.r,,.0 �a�:r; s----',-- isisy.:;;r,y'xrq.",•;,',:�. e.'ssls, ,;Dk. n;''>.sf;gv;; :i,:wi ivsa'; �'ir ::er`Go-�'' vt: ;t € ..._1111. 111 1. ... 11 11.__... 1111.,1111.. ,.,... ______._ .. r .1 r ;' f. 1 .s r rf ��; I I W1 ox12 C) 1 I I i I 1111 _ _ 1111__ . " ,,r ,I o B/DECK -- . .. 0 1111 - EL 23'- 1/2" ' E ;" , :' t t _.1111___ 1111_ L . ry r I Consultants to Remington Hotels, L, f: 2 EQ. SPA. } 1111___ ; I u _ __.__ � 1111__ �..._____ ____,..___ � ___. 4 _ ;, _I : �� _.�. __ _.- __ -- _ _ ? �_ 1111 111_1 � � �� 1111___ ______- ' ,~`;' - 1111-__ - 1111._ % � ., q,� 6 _ 1111 v ti: I I _ I _ 1 I � EI Engineering Associates, Inc. I II I I \ £ I I q Civil neer ' i q I i l Engineer s ` ' i i II 1 k 4475 U.S. I South t \ 1 I Suite 301 ______._______ - _ _ _ ___1111___ 1111 _ 1111. 1111_ _ 1111___ __� _ _ _1111 _ _ .__.._._..___1111__,__1111_____ ____ �_._____._____. __.__________. ___�..- _- _..�_ 11111____ 1111 1111 _ 1111 _ 1111_ 1111_ ,_ i I . I;i I I I St. Augustine, FL 32086 \ I l I I I iI'll l _ l 1 i _ _ _. _ _ _ _ -.�.,_,.,____,,.._"-"-.1111____ �_.. _._._._....,___......___..__.._...__ �`" ____ __m..._.._.._._._ ...............m °✓\ ,.�,...,, ,� ... rn. r'. �. .. ,r V'} y.4..,...�1 'I'll L.., ., .} x..�..,�.,. �. .,w r t. � .w„1111. `,.+„. .,r`„ ".l ''C'' x'� .r} .>x, r,x r,�... s� ,>~- 1r i Z'�'*. ``>~•, ,� y''.,. x' r< ,n''C ",v"},n�. i, t r �,r ,�.. .. r�; ..�"�.fl '` n: rC ,''C..�r`"''r ,';K 3 �r }. K" ,. P` € •1 r ` 'r�>' `.'w °'`°`"- � 's'1 � • sr `lx, `''� ? ,;w' ,RX ' \Fah ,.''\r a, 'X "�' R', ,„Y .x' h „n ..t,�' '"} �+� � r {f tl. ^ .r.Ys. .5... .. x. I Ri,.'v. .rs: ...T'.,".,r.. .r',�. ';..r.. .�5.�'S. �...r.... A. ..1..7...,f, 'S. 1111 *....e.:) X:.... .,.<< fir`....,.Y .� .1.'?',. .aF'n`.,Y; ,.1.!.t "'I .....''t k x s.,..r�.,r�..1...�'i„ :•s...ski. .�.�'. 1'-111,. .2r 1111. f �� F Daly \ \, \ E I Leo A. 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SIDE -I quj , ' . . �V (.L j i I Ii i � j _ t �1 I � I jjf ijlilll � R BARRIER 7 Street VAPO BA E o 00 Milam FN -0 SEE PLAN FOR L_ - - -' \ L - - / = 2-#4 CONT. w COLUMN ADD'L. 4-#5 x 4'-0" / I o o SEE SPECS. c� Suite 400 2 EACH FACE I \ � � VAPOR BARRIER - Houston TX 77002 50 SEE SPECS. Telephone 713.228 80 BONDBREAKER � BONDBREAKER I exensler Facsimile 713.229.9343 TOOL JOINT TOOL JOINT o LCONSTRUCTION OR I� CONSTRUCTION OR OINT (TYP.) CONTROL JOINT (TYP.) .c. MAX. 0 15'-0" O.C. MAX. �5\ ELEVATION SLAB-ON—GRADE LEAVEOUT AT EXTERIOR COLUMN SLAB—ON—GRADE LEAVEOUT AT INTERIOR COLUMN GRADE BEAM ICURB CONSTRUCTION JOINT THICKENED SLAB RECESSED SLAB - A 2 0 A � 202 TTYPICAL DETAIL 0 1 TYPICAL DETAIL DTYPICAL DETAIL TYPICAL DETAIL YPICAL Remington Hotels, LP 5/8" PL 6" x 2'-0" WITH (4) 5/8" DIA. x 5 5/8" Project Manager HILT] HAS SS ANCHORS 14185 Dallas Parkway IN RE 500 ADHESIVE Suite 1150 PROVIDE NEOPRENE Dallas, Texas 75254 WASHER BETWEEN ROOF STAINLESS AND GALV. STEEL 4" 10" 4" Thornton Tomasettl Structural Engineer 12750 Merit Drive 48 BAR DIA. 48 BAR DIA. -� e n � " _ _ ( I � PL 1 2 x 4 DIAGONAL PLT Suite 750 (2 0 MIN.) (2 0 MIN.) / / Dallas, Texas 75251 8 BAR DIA. I I WELD/SCREW TO 18 GA STUDS (2'-0- MIN.) I I 2'_6" � TYP. TYP. I I /� LEVEL 8 Thompson Company 1/4 I I #4 0 12" O.C. 1-#3 CONT. PL 1/2 x 4 I o �� I I 1'-0" MEP Engineer #4 ® 12" O.C. DIAGONAL PLT I rlI TOWER FLOOR 50 Technology Parkway, South 1'-0" /� HSS6x6x 3/16 COL. / 1-#3 CONT. Norcross, GA 30092 CD I I /, @ CORNERS — - - T CONC. 2, T/CONC. n I 18 GA. MIN STUDS " EL. = 16'-0" 6 I IN BETWEEN I I EL. = 16'-0" a ^ of o o I i I 2-#3 CONT. LEVEL 7 ao I - - - - - - - / i 1/4 Of< = ao I " 2-#3 CONT. ( A4 8" PL 1/2 x 4 M o v w $ — — — — — — — — — / SECTION A TYP. DIAGONAL WELD ao v � N j • T/EXISTING FTG. COLUMN NOT SHOWN ' T CONC. SCREW TO METAL STUDS FOR CLARITY a EL. = 14'-0"= 2-#4 CONT. Consultants to Remington Motels, LP CJP _ o HSS6x6x 3/16 Tom• CEI Engineering Associates, Inc. CORNER BARS TO BE SAME m � N FRAME ® EA. FLOOR � '1-' 0 0 LEVEL 6 / SIZE AND SPACING AS HORIZ. w P = 10/S .3.0 GALV. ALL STEEL " Civil Engineer BARS (TYPICAL) _ = a TOUCH UP WELDS 1 -6 4475 U.S. 1 South Suite 301 WITH ZINC RICH PAINT INFILL WITH 18 GA. St. Augustine, FL 32086 STUDS (MIN.) ADDITIONAL CORNER BARS AT GRADE BEAMS ZWALLSZCURBS 3 5 3 3 5 Leo A. Daly AA OD 06 TYPICAL DETAIL 07 DETAIL, 08 INSIDE CORNER CHASE 09 DETAIL LEVEL 5 Interior Designer � SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" The Offices at Mockingbird Station A 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 HSS6x6 LEVEL 4 I Issue Date&Issue Description By Check I I #3 ® 12 O.C. 05.26.06 ISSUE FOR PHASE 1 MINIMUM 1/4 I I � 21_6" HSS6x6x 1/4 1 06.16.06 ADDEm 1-1 -' (TYP.) A08.11.06 ISSUE FOR PHASE 2 PI IM AND PERKY NA 1208.06 WE FOR PHASE 1 GIP 4 1222.06 ISSUE FOR PERIrNT REI M, PER�INT PL-3/4%8"09-8" W/ LEVEL 3 4-3/4" DIA. x 6" HSA . 1-#4 CONT. C) #5 ® 12" O.C. E.F. I C. LEVEL 2 #5 ® 12" O.C. T&B BOTH WAYS 0 I 10 CHASE ELEVATION A DETAIL, SCALE: 3/4" = 1'-0" SHEET NOTES Seal/Signature ! IProject Name Sea Tude Resort Ashford Hospitdity Trust IProject Number 02.5635.000 CAD File Name S03-00 IDescription SECTIONS & DETAILS Scale S03mOO ©2005 Gensler KEY NOTES T CONC. EL. 23'-6" T/CONC. EL. 23'-6" ea u,rtl a esort _J_ • • CD CONCRETE TREADS otel S 2'-6" AND RISERS • • 3 0 12" 0.C. #3 N ® 12 0 " Ashford Hospitality Trust 2'-6" #4 0 12" VERT • • � #3 ® 18" O.C. 1)—on 14185 Dallas Parkway 2—o • C" • • COMPACTED FILL g" Suite 1100 PER 01/S01.00 • • PER 01C S01.TED 00 L Dallas TX 75254 #4 0 12 O.C. #4 ® 12" HORIZ. EXISTING WALL • ' 8" EMBED HILTI RE500 �� ADHESIVE • • #3 f @ 18 #4 ® 12" x 6" EMBED #5 ® 12" O.C. EXISTING SLAB 0 low, IN I E 500 • • EXISTING SLAB " l #4 @ 12" BW EF COMPACTED FILL T/GONG. EL. 18-3 • PER 01/S01.00 #3 NOSING BAR Ce 17 C) U_ #5 ® 8" x 6" EMBED IN n - v HILTI RE 500 AT BOTTOM, 700 Milani Street • T CONC. EL. 18-3 a'3 PROVIDE MATCHING #5 ® 8" • x 2'-0" WITH 6" EMBED AT TOP Suite 400 ' ' ' ' Houston TX 77002 #4 n ® 12" O.C. #3 @ 12 BW Telephone 713.228.8050 ensler Facsimile 713.229.9343 PLACE SLAB BEFORE 4'-2" 10" -10 EXISTING WALL + FOOTING BACKFILLING WALL • • T CONC. EL. 16$-0n 0 • no • • • O DETAIL 05 TYPICAL DETAIL 1' 0" 8" 8" 1'-0" #4 ® 12" O.C. ,�--- - 04 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Remington Hotels, LP Project Manager 14185 Dallas Parkway 0 DETAIL02 DETAIL DETAIL Suite 1150 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Dallas, Texas 75254 WID Thornton Tomasetti _HSS6x6x 1/4 _ _ _ Structural Engineer NEW CMU WALL TO MATCH EXISTING 12750 Merit Drive 1 I I I 1 1 Suite 750 1 \ I I Dallas, Texas 75251 I ► / � � I 1 \ yss � 1 I I I \fes H Cn �o \ f I I I SS4x4 Thompson Company HSS6x6 I W10 EXISTING // I W10 = I I \� = 1/4 CMU WALL 1 1 1 0�\\ \ 1 1 I I I MEP Engineer PL 1 x 16 �x 16 SEE 07/S03.01 FOR 1 1 J \ \ 1 1 W21 1 1 n PL 1 x 10 x 10 50 Technology Parkway, South WITH (4) 1 DIA. / ADDITIONAL INFOMATION g I 601op.6" WITH 4 1- DIA. Norcross, GA 30092 1 I SLAB LEAVE OUT ANCHOR BOLTS ( ) 1'-0" � PL 1 x 12 p 12 I I ANCHOR BOLTS \ \ I I WITH (4) 1 DIA. " I ANCHOR RODS PL 1 x 12 x 1'-0" 0 , 0 I I I \ \\ I I I PAVING - I WITH (4 3/4" DIA. i I I A I I z " _ \ \ SEE CIVIL o F1554 GR 55 RODS o � � o I I \ \ I I 1 I Ui Vi Z / z WP • " o i o Consultants to Remington Hotels, LP z 1 1 0 1 1 o `0 5-#6T & B • BOTH WAYS 6-#6 T & BFPL 3/8 x 3 x 3 I CEI Engineering Associates, Inc. La --- / / o o BOTH WAYS WITH & BUTS n n Civil Engineer • 1 -0 1 -0 3-#4 x CONT. 4 5EA. WAY 2'-0" PL3/8x3x3 _ T & B 4475 U.S. 1 South ( ) # WITH NUTS T & B C' 5-#5 T & B 1 1 #4 ® 12" OC Suite 301 M BOTH WAYS " n 6n " 1'-4" 3'-4" 1'-4" PL 3/8 x 3 x 3 T & B St. Augustine, FL 32086 2-3 2-3 2ADDL. #5T & BJ. W/ NUTS T & B EXISTING 2'-0" "' WITH 6" EMBED IN WIDE FOOTING 1'-On 3'-0" HILTI RE 500 ADHESIVE Leo A. Daly oe DETAIL 07 DETAIL 08 DETAIL 09 DETAIL DETAIL Interior Designer SCALE: 3/4" - 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 10 SCALE: 3/4" = 1'-0" The Offices at Mockingbird Station 5307 East Mockingbird Lane Suite 400 Dallas, TX 75206 L5x5x5/16/ Issue Date&Issue Description By Check 1 1 03.01.0►? ISSUE FOR PHASE 3 FOIana & STEEL Pmu PL-1/2"x12"x1'-0" W/ L3x3x1/4 4-3/4" DIA. x 6" H.S.A. T/CONC. 2'-6" EXIST. CONC. EXIST. CONC. 5 5/8" EMBED IN L5x5x5/16 EL. = 23'-6 #3 to ® 12" RE500 ADHESIVE W10 PER PLAN CV r N N #4 ® 12" VERT \ \ 1 1/2- METAL DECK V� N T/CON C. T/CON C. N ° ,\� - - - - - --- EL. - 23-6 EL. = 23'-6" ---- -- - - T/CONC. i ° n 777 SHEAR CONNX. PER \ #4 0 12" HORIZ. GENERAL NOTES \ NEW CONC. WALL " � NEW COMPOSITE DECK j ° L5x5x5/16 W/ 5/8 DIA. x 5 5/8" j 5/8" DIA. x 4" EMBED EMBED HILTI HAS RODS ® / L5x5x5/16 W/ 5/8" DIA. x 5 5/8n HILTI KBII ® 3 0 O.C. 2'-o" O.C. EMBED HILTI HAS RODS 0 2'-0" O.C. W12 �j SHEAR CONNX. PER / GENERAL NOTES SEE 02/S03.01 � PL-1/2 x12"x1'-0" W/ 4-5/8" DIA. HILTI HAS RODS Ic- 00 4" DETAIL 12 DETAIL 13 DETAIL 14 DETAIL15 DETAIL DETAIL SCALE: 3/4" = 1'-On SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-On SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" TEMPORARILT BRACE WALLS TO EACH OTHER UNTIL BACKFILL IS X COMPLETE AND TREADS AND SHEET NOTES RISER ARE IN PLACE Seal/Signature SEE 07/S3.01 FOR ADD'L 1 O 10" INFORMATION W10 TREADS & #4 ® 12' RISER 2,_3n 8n 7 Project Name Sea Turbo Resort . #5 ® 12" Ashford Hoepkdity Trust / Project Number T FOOTING • EL. 14'-on i O.5M.� CAD File Name S03-00 iDeacdpdon / 3-#4T & B CO) . SECTIONS & DETAILS » # _ 4- 5 T & B / / • o Scale EMBED IN HILTI RE500 n ADHESIVE EXISTING FOOTING 2-0 17 DETAIL 18 DETAIL S03mO SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" #4 ® 12" T & B 02005 Gensler KEY NOTES 0 Sea u e esort 1/4" CAP PLATE ANGLES BEYOND BOLTED WELDED ! Ho e enova ion / 3THRU PLATE WITH 1/4 CENTERLINE OF COLUMN — — � — (3/)'3/4" DIA. BOLTS W10 -- - COPE TOP FLANGE I COPE TOP & BOTTOM � 1 � � ' EA. SIDE Ashford Hospitality Trust AS REQ D FLANGE AS REQ D (2) 3/4" DIA. BOLTS 3/16 -% � m � 14185 Dallas Parkway IN SLOTTED HOLES 6" 6" STANDARD AISC DOUBLE DESIGN CONNECTION PER �� • • ANGLE CONNECTION GENERAL NOTES Suite 100 W10 --- - PL 1/4"x 1'-3" I % 1/2" CAP PLATE m Y Dallas, TX 75254 N cv W10 HSS6x6 I I " - NOTCH COLUMN, ENTER W10 W10 L6x4x 1/4 W/ 1/2 DIA. I I PLATE FROM TOP, AND I I x3 1/2" EMBED HILTI SS SHOP WELD AS SHOWN. - KBIII (PROVIDE NEOPRENE i II II WASHER BETWEEN -- STAINLESS AND GALV. 1/4 4-12 STEEL BEAM - SEE PLAN " I I STEELS) ® 12" OC STEEL COLUMN - SEE PLAN L6x6x 1/4"x 6 I NOTE. TS COLUMN SHOWN, � I I 1 4 2 '� DESIGN CONNECTION PER " SIMILAR FOR PIPE COLUMN W/ 1/4 THK. / A PROVIDE 1d4" DIA. WEEP STIFF. PLATE TYP. I I GENERAL NOTES, LINO HOLE AT BASE OF COLUMN I I I H SS8x8 ( I NOTE: 700 Milani Street FOR CORNER COLUMNS, ONE-SIDED CONNECTIONS, OR UNEQUAL Suite Ola —tip— BEAM SPANS ON OPPOSITE SIDES OF COLUMN, DESIGN KNIFE PLATE TO BEAM CONNECTION SUCH THAT NO MOMENT IS INDUCED Houston TX 77002 INTO THE COLUMN. (SEE AISC TABLES FOR ECCENTRIC LOADS Telephone 713.228.8050 ON FASTENER GROUPS & WELDS). ensler Facsimile 713.229.9343 01 SECTION BEAM TO BEAM SHEAR CONNECTION BEAM TO TS f PIPE COLUMN CONNECTION / SCALE: 3/4" -0" SECTION 04 SECTION TYPICAL DETAIL 05 TYPICAL DETAIL CHILLER Remington Hotels, LP Project Manager 14185 Dallas Parkway LL2�1/2 x 2 x 1/4 WITH (2 " ,'% Suite 1150 3/4 DIA. BOLTS ® 5/8 L4x4x 1/4 WITH 5/8 1/4 ! / Dallas, Texas 75254 GUSSET PLATES GC COORD. REQUIREMENTS & LOCATION OF ISOLATORS DIA. x 4"„EMBED HILTI GC VERIFY WALL PROVIDE 3/8" THICK STIFF KBIT 18 OC '/ IS GROUTED SOLID • PLATES EA. SIDE ,� Thornton Tomasettl op Structural Engineer W10 I /% 12750 Merit Drive 1 I #4 ® 12" OC Suite 750 DRILL & EPDXY INTO Dallas, Texas 75251 o I I I I HSS8x8x 1/4 (TYP.) EXISTING SLAB w Of 1" THICK BASE PLATE WITH 0 a Thompson Company UZI 4 1 2" DIA. 4 1 2" EMBED SS HILTI ppy I I 2 ( ) / / L4x4x 1/4 EA. SIDE � HAS RODS IN RE 500 ADHESIVE WITH (2) 3/4" DIA. MEP Engineer BOLTS TO BEAM AND 50 Technology Parkway, South (2) 3/4" DIA. x 3/4" Norcross, GA 30092 EMBED HILTI KBII BOLTS Al TO EXISTING CMU WALL _T7_ Consultants to Remington Hotels, LP 0 0 06 SECTION SECTION 08 TYPICAL SECTION 6.0 NEW CURB CEI Engineering Associates, Inc. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Civil Engineer 4475 U.S. 1 South Suite 301 St. Augustine, FL 32086 Leo A. Daly Interior Designer The Offices at Mockingbird Station TYP 5307 East Mockingbird Lane Suite 400 - - Dallas, TX 75206 WELDED BOLTED WELDED BOLTED A-A z C.D Vi z� o w �, Issue Date&Issue Description By Check TYP. o o Q z V' 06x26.06 ISSUE RR PHASE 1 O011STRUC110H M M w Q Z o7.1ao6 ADDEM -2 0U —� TYP. ERECTION BOLTS ' ' v = o Q 08.11.06 IS' W FOR PHASE 2 PRIM AND PERT 45° I 45° 45° ERECTION BOLTS 45° I J � 4 12. 06 � PHASE I � J 12.22.06 ISSUE FOR PER#INT REIASION ERECTION BOLTS I I SEESTEEPLANST o_ 0 0302.07 ISSUE FOR PHASE 3 FOIN�Al10N S1EEL I I I SHEAR PLATE I) I I I I I I I � 3 SIDES 3 IDES I C, 3 SIDES I I I I I I II I I I I I I - - I I I I PLAN SHEAR PLATE I I PLATES TO MATCH L3x3x 3/16 SHEAR PLATES BEAM FLANGE STANDARD AISC TYP. 4 SIDES DOUBLE ANGLE PROVIDE PLATES ON BOTHI CONNECTION L4x4x 1/4 TYP.PLATES TO MATCH I SIDES OF COLUMN WEB BEAM FLANGE (AS REQ D.) EVEN IF ONLY ONE BEAM DESIGN CONNECTION TYP. 4 SIDES FRAMES INTO COLUMN. PER GENERAL NOTES, U.N.O. STEEL JOIST L2x2x 1/4 EACH SIDE BEYOND OF JOIST - ATTACH TO COLUMN WEB COLUMN FLANGE BOTTOM CHORD BEAM TO WF COLUMN SECTION A—A PANEL POINT BEAM TO WF COLUMN MOMENT CONNECTION BEAM TO BEAM MOMENT CONNECTION MOMENT CONNECTION BEAM TO COLUMN SHEAR CONNECTION ROOF OPENING 3 A A 09 TYPICAL DETAIL 10 TYPICAL DETAIL 11 TYPICAL DETAIL D 12 TYPICAL DETAIL 13 TYPICAL DETAIL LEVEL 3 SEE PLAN CMU WALL - SEE PLAN SHEET NOTES FOR WALL TYPE Seal/Signature — 1" MIN. 10,SEE PLAN BOND BEAM LINTEL • SEE GROUT SOLID REINFORCE CL BEAM CONT. 1/4" BENT PLATE I PLANWITH 2-#5 CONT. 11 I WITH 3/8- DIA. DEFORMED BUILDING LINE I Z" MIN. SEE PLAN BAR x V-15" AT 18 OC 100 " z 5 8" DIA PUDDLE CRITICAL NOTE: I 1 MIN. J TOP OF STEEL WELDS AT 12" OC z DO NOT CUT TRANSFER GIRDER UJ BOTTOM OF DECK �` o REINFORCEMENT. LOCATE ALL BARS T SLAB EL., I N EL., SEE PLANM a- BEFORE CORING z SEE PLAN : a. - 3/16 4 U a w W Q Q m Cn • Project Name CONT. 1/4" BENT PL I Seo Turtle Resort Or UJ " Ashford H itdit Trust EMBED PL y T/SLAB EL., I `� V, _ WITH 2 3 4 DIA. HEADED SEE PLAN a a STEEL BEAM ) Y SEE PLAN STUDS x 4 LONG Project Number SILL ANGLE B ELEVATOR MFGR. BOND BEAM - GROUT SOLID (3) 1 1/2" DIA (MAX) CORES 015M.OW CONT. 1/4" BENT PLATE I REINFORCE WITH 2-#5 CONT. PLACE AT 1'-0" OC (MIN) CAD File Name WITH 3/8" DIA. DEFORMED STEEL BEAM - SEE PLAN BAR x 1'-6" AT 18" OC I SO4-01 Description STEEL BEAM - SEE PLAN - SEC11ONS & DETAILS oz LEVEL 2 Scale co CLOSURE ANGLE AT FLOOR OPENING ELEVATOR SILL ANGLE STEEL BEAM TO MASONRY WALL CONNECTION 0TYPICAL � TYPICAL � TYPICAL0 14 DETAIL 3 SECTION DETAIL DETAIL TYPICAL DETAIL SO4mOl 92005 Gensler KEY NOTES 7.9 C L3x3x 1/4 TYP. 5/16» BENT PLATE Ufti 1 1/2" METAL L3x3x 1/4 CONT. 8 3 Sea T e Resort � DECK 1 1/2" METAL 1 1/2" METAL 1 1/2„ METAL L3x3x 1/4 CONT. DECK DECK B DECK BDECK otel nli) �ation DECK i e � I B/DECK I B/DECK EL. 30'-10 1/2” EL. 30'-10 1/2" EL. 30'-10 1/2" EL. 34'-3 Ashford Hospitality Trust PL1/2x4x8 14185 Dallas Parkway W16 WITH 2 2 DIA.1 L3x3x 1/4 ® WW2 Suite 1100 L3x3x 5/16 @W14 x 4" HSA 0 4'-0" OC MIDSPAN OF W12 4'-0" OC TO TOP , I TO TOP FLANGE OF Dallas, TX 75254 L6x6x 5/16 WITH ADJACENT BEAM FLANGE OF ADJACENT 3/4 DIA. J-BOLT ® EXISTING JOIST AND BEAM ! 2'-0" OC 4" CONCRETE FILLED 5/16 » METAL DECK I 1 1/2 METAL L2 1/2 x 2 1/2 x 1/4 T/STEEL / ;� �� T STEELb �� L3x3x 1/4 CONT. DECK EA. JOIST TO 1 ST EL. 27'-6 1/2" DESIGN BOTTOM CHORD AND CONNECTIONS i` �� EL. 27-6 1/2 •�• DESIGN BOTTOM CHORD AND CONNECTIONS �/ J NT PANEL POI " FOR 300 PLF ADD L. AXIAL FORCE TO - --- / ! FOR 300 PLF ADD L. AXIAL FORCE TO - ------- B DECK 5/16 THICK GUSSET WW2 , ' W12 EL. 27 6 1 2 PLATE AS REQ D. SUPPORT TOP OF CMU WALL 6 ___ _ SUPPORT TOP OF CMU WALL - B DECK B DECK (VIF) EL. 30'-10 1/2" EL. 30' 10 1 2" „ I PL1/2x4x8 6 5-6 I PL1/2x4x8 6 6'-5 5/8» NEW W16 WITH (2) 1/2" DIA. WITH (2) 1/2" DIA. W12 700 Milani Street x 4 HSA @ EA. TRUSS x 4 HSA 0 EA. TRUSS Suite 400 �` __ _ Houston TX 77002 Telephone 713.228.8050 ensler Facsimile 713.229.9343 TEMPORARILY SHORE 14K EXISTING JOISTS, 2" 8 2" 2" 2" 2" 8 2" L2x2x 1/4 0 MIDSPAN REMOVE EXISTING LOAD OF W12 TO 1ST PANEL BEARING CMU WALL, PLACE POINT NEW STEEL COLUMNS & BEAMS IC) TYPICAL DETAIL 01TYPI CAL DETAL C) 3-#4 x CONT. 3-#4 x CONT. bi T & B T & B :- 2' 0" # � 2'-0"4 0 12" T & B 4@ 12" T & B 01 Remington Hotels, LP 2'_0" Project Manager 14185 Dallas Parkway Suite 1150 Dallas, Texas 75254 02 TYPICAL DETAIL 03 TYPICAL DETAIL Thornton Tomasetti T EXIS ING ONC. Structural Engineer EL. 34'-%3"" g 12750 Merit Drive / Suite 750 Dallas, Texas 75251 / L6x4x 1/4 (LLV) x CONT. WITH 5/8 DIA. x4 EMBED HILTI KBII 0 2'-0" OC Thompson Company MEP Engineer 1 1/2" METAL DECK g 50 Technology Parkway, South 11/2" METAL DECK Norcross, GA 30092 (8) C8x11.5 EA. SPA. BETWEEN TRUSSES /; / B/DECK EL. 30'-10 1/2" L3x3x 1/4 1/4 L3x3x 1/4 (2) 3/8" STIFF 1 1/2" METAL DECK PLATES EA. SIDE / B DECK 16K i EL. 34'-3" _L2x2x 1/4 TO IST g Consultants to Remington Hotels, LP o PANEL POINT 20K w i //'/'�' w16 24K CEI Engineering Associates, Inc. W21 � / T/STEEL _ _ __ __ _ __ __ __ _ _ __ __ L3x3x 1/4 TO TOP T/STEEL „ FLANGE OF ADJACENT g EL. 35-0 EL. 35-0 JOIST BRIDGING Civil U.S.Engineer 4475 U. 1 South BEAM � 4'_0" OC � � W16 BETWEEN W16 y�6 w21 LIGHT GAGE PL 3/8 6 x 6 WITH Suite 301 TRUSSES (2) 5/8 DIA. x 4 St. Augustine, FL 32086 1/4 V 3-12 4 3/4" DIA. EMBED HILT] KBII PL BOLTS 20-6" 4 JOIST BRIDGING „ Leo A. Daly W18 3P-3 1/2" L3x3x 1/4 L2x2x 1/4 ATTACH EA. TRUSS TO L2x2x 1/4 0 4'-0 OC Interior Designer X-BRACE 0 4'-0"._0" OC X-BRACE ® 40 PLATE TO TRANSFER » OC The Offices at Mockingbird ALL HORIZONTAL WIND Station 0 TYPICAL DETAIL REACTION TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL 5307 East Mockingbird Lane 06 Suite 400 Dallas, TX 75206 7.9 l� Issue Date&Issue Description By Check I 1 UM07 ISSUE FOR PHASE 3 FOUNDAMON � STEEL T EXISTING CONC. _AZ EL. 340-3" SHEAR CONNX. PER GENERAL NOTES i 40 1 1/2" METAL DECK 8 L3x3x 1 4 LIGHT GAGE TRUSS PLACE 4" FROM EDGE SPACING TO MATCH OF COLUMN - EXISTING JOIST f I • C6x8.2 x 1'-0" ELD T EXISTING CONC. HSS2 1/2 x 2 1/2 x 3/16 I -I @ EA. TRUSS WO JOISTRCHORDK EL. 34-3 x FLAN/GE WIDTH/ / I I 3/16 � HSS 4x4x 1/4 I l WW2 EXISTING 04 T/STEEL I I CONC. BEAMo C6x8.2 x 1'-0" EL. 30'_1 0 1/2 I I EXISTING 1 1/2„ u, EA. TRUSS / ( ( PL 3/4x12 „ 12 METAL DECK o, / I I WITH (4) 5/8 DIA. II = H{LT1 HAS RODS IN 0 i 1 1/2” METAL DECK I I 01„ RE 500 ADHESIVE / 1/2" PLATE WITH B DECK 6 PL 3/4 x 12 x 18 (4) 3/4" BOLTS — I I /� T/STEEL " B/EX{STCONC. EL. 27'-6 1/2 / ING EL. 30'-10 1/2" I WITH (4) 5/8" DIA. I HILI] HAS RODS IN I I EL. 27-3„ i �% EXISTING RE 500 ADHESIVE I I CMU WALL = EXISTING JOIST AND / EXISTING 14H % % METAL DECK OR 20H NEW L2x2x 1/4 3/16 EA. SIDE OF JOIST T/STEEL W14 �� FROM TRUSS BEARING TO JOIST PANEL POINT EL. 27'-0 1/2” WT415.5 WITH (2) 5/8" 20K— DIA. 0K DIA. x 4" EMBED HILT] KBII • � BRIDGING BRIDGING W16 3/8" STIFF PLATE EA. SIDE NEW W14 09 TYPICAL DETAIL 13 TYPICAL DETAIL 14 TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL SHEET NOTES seal/signature 4 i i LIGHT GAGE TRUSS LIGHT GAGE TRUSS SPACING TO MATCH SPACING TO MATCH NEW TRUSSES NOT EXISTING JOIST EXISTING JOIST SHOWN FOR CLARITY Project Name C6x8.2 x 1'-0" C6x8.2 x 1'-0" EXISTING 1 1/2'METAL DECK Seo Turtle Resort 0 EA. TRUSS WELD THRU DECK ® EA. TRUSS WELD THRU DECK Ashford Hospitality Trust 3/16 TO JOIST CHORD 3/16 TO JOIST CHORD Project Number N V(..�7VJJ•WV EXISTING 1 1 2" C6x8.2 x 1'-0" „ o C6x8.2 x 1'-O" 'CAD File Name EXISTING 1 1/2 U, 0 EA. TRUSS METAL DECK ® EA. TRUSS METAL DECK m SO4-02 Description SECTIONS & DETAILS Scale 14H OR 20H 12" CONT. EXISTING 16B 1/8 ® ENDS EXISTING 16H NEW L2x2x 1/4 Ai NEW WW 2 X-BRACE EXISTING 16H EVERY 4 NEW L2x2x 1/4 REPLACE EXISTING FLUTES EXISTING WW2 3/16 EA. SIDE OF JOIST JOIST BRIDGING 4-L3x3x1/2 FROM TRUSS BEARING SO4n02 TO JOIST PANEL POINT TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL Q2005 Gensler