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2841 Flightline Ave - BC18-000879 (SANFORD AIRPORT AUTHORITY) (MILLION AIR) (INTERIOR REMODEL) (A)1 12 13 4 5 6 7 8 g 10 11 -��1_2 ABBREVIATIONS GENERAL NOTES: I. COORDINATE ACCESS TO ALL SPACES ADJACENT TO PROJEGT WITH BUILDING OWNER. -- CEILING, PER SGHk RULE AFF APOVE FINISHED FLOOR 2 _ AGOUS ACOUSTICAL . ALL UTILITY SHUT -DOWNS TO BE GOORDINATED WITH BUILDING OWNER. 3. PRE-GONSTRUGTION MEETING TO BE SGHEDULED BY GG PRIOR TO BEGINNING WORK. i - 7/a HAT GHANNEU.S ALT ALTERNATE 4. ALL WORK SHALL GONFORM TO THE REQUIREMENT5 OF ALL LOGAL LAW5, CODES AND REGULATI%5 OF ALL AUTHORITIES HAVING i @ 16" O.G. ALUM ALUMINUM JURISDIG'TION. IN CASE OF CONFLICT BE'iWEEN REQUIREMENTS, 'iHE MORE RESTRIGTI`!E SHALL APPLY. 5. GONTRAGTOR SHALL VISIT THE JOB 51TE AND VERIFY ALL FIELD GONDITION5 AS NEGE55ARY TO GOMPLETE THE WORK AND GOMPARC TO i A.B. ANCHOR BOLT APPLICABLE GON5TRUGTION DoGUMENTS. REPORT DISGREPANGIES BETWEEN FIELD 6ONDITION5 AND GON5TRUGTION DOGUMENT5 TO- 5/�;" GYp ED , ONE. ANOD. ANODIZED ARGHITEGT. FAILURE TO REPORT DI5GREPAN6IE5 DOES NOT RELIEVE GONTRAGTOR OF THE RESPONSIBILITY TO PROVIDE FINISHED i 5IDE ARCH. ARGHTEGT(URAL) PRODUCT TO THE INTENT OF THE GON5TRUGTION DOCUMENTS AND SHALL NOT RESULT IN ADDITIONAL TIME OR COMPENSATION OVER AND ? , FINISH PSR 5GHEDULE_ BRC. BEARIN�� ABOVE THE ESTABLISHED GONTRAGT AMOUNTS. i 6. ABOVEGONTRHE F_ TO PROVIDE ALL PERMITS AND SPECIAL IN R5 A5 REQUIRED BY THE GOVERNING MUNIGIPAL ITY FOR THE PROJECT. BIT. BITUMINOUS GENERAL GONTRAGTOR AND ALL RELATED 5UBGONTRAGTORS 5HALL BE FAMILIAR WITH AND UNDERSTAND ALL LOCAL CODES, LAWS, A 13A5> PER 5Gi fFDULE BLK. BLOCK AND AGENGIES THAT GOVERN THE WORK TO BE PERFORMED. 7, GONTRAGTORS SHALL BE RESPONSIBLE FOR ALL MATERIALS, METHODS, TOOLS, LABOR, AND ANY RELATED REQUIREMENTS To GOMPLETE 51-1<10,BLOGKING THE PROJEGT A5 SHOWN ON THE GONSTRUGTION DOGUMENT5. 55, BOTH 51DES 8. THE GONTRAGTOR SHALL ADHERE TO THE GON5TRUGTION DOGUMENT5. SHOULD ANY ERROR OR INGON515TENGY APPEAR REGARDING THE B/-_- BOTTOM OF (MATERIAL) MEANING OR INTENT OF THE GON5TRUGTION DOCUMENTS, THE GONTRAGTOR SHALL IMMEDIATELY REPORT THE SAME TO THE ARGHITEGT SEALANT WHO WILL MAKE ANY NEGE55ARY GLARIFIGATION, OR REVISIONS AS REQUIRED. HE JURISDICTION BPRICK RK. q. GONTRAGTOR AND HI5 SUBGONTRAGTOR5 AND AGENTS SHOULD HOLD ALL APPLICABLE AND REQUIRED LIGEN5E5 FOR T G.H. GEILING HEIGHT WHERE THE WORK WILL BE PERFORMED. FINISH PER -s/a" GYP BD., '1/8" HAT CHANNEL U GI G, GEILING 10. GONTRAGTOR SHALL AGOUAINT HIMSELF/ HERSELF WITH ALL ! ANDLORD/PEVELOPi:R REQUIREMENTS AND SHALL COMPLY PULLY WITH �SGHEOUL.E ONE-5IDE ®16" U.G.-- GT CERAMIC TILE SUCH. -�'---------- GT -,,.- - - ..�....... _,...... ..� .: , ,_.:., II TO ENSURE COORDINATION BETWEEN THE DISGIPLINE5, CONTRAGTOR SHALL 5UPPLY EAGH SUBGoNTRAGTOR OR AGENT WITH A FULL.. SET77 16 17 118 119 X20 X21 22 14 1 15 1 - - - - I 23 , 24 ----- P Q GLR. GLEAR(ANGE) OF GONSTRUGTION DOGUMENT5 FOR THEIR USE. COL. COLUMN 12. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL TIME DURING THE GONSTRUGTION PROCESS, EXISTING WALL P OR GO RAGT GONG. CONCRETE 13. ALL WORK LISTED, SHOWN OR IMPLIED IN THE GONSTRUGTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE NT EXCEPT WHERE OTHERWISE NOTED. THE CONTRACTOR SHALL GLOSELY GOORDINATE HIS/ HER WORK WITH THAT OF OTHER GONTRAGTORS DE5GRIPTION P 'MU GONGRETE MASONRY UNIT AND VENDORS To A55URE THAT ALL SGHEDULE5 ARE MET AND THAT ALL WORK 15 DONE IN CONFORMANCE WITH THE MANUFACTURERS 7/8" HAT GHANNEL:5 @ 16" 0.6 TO 6" ABOVE HIGHEST GEILING. 5T GONSTRUGTION REQUIREMENTS. REFER TO RESPONSIBILITY MATRIX. AGE oGGURRING A5 A RESULT of THEIR OPERATIONS FOUR FOOT WIDE, " GYP. BOARD ON ONE SIDE OF STUD, FINISH L �TRI�iA� GON I G OR 14. GONTRAGTOR SHALL PROTECT THE EXISTING GONSTRUGTION AND REPAIR ANY DAM AKHITLGTURAL GONTR. CONTRA T( ). AT NO G05T TO THE TENANT OR LANDLORD. GONTRAGTOR SHALL ALSO ENSURE THAT THEIR OPERATIONS DO NOT INTERFERE WITH THE PER SCHEDULE. I 5- DUST AND SECURITY BETWEEN CONSTRUCTION AREAS AND A�.I O�N�RAL �RO.�II��iT. INT==ORMAi�ION EO.I E�-EGiRIGAL NOTES G.J. CONTROL JOINT OPERATION OF THE REMAINDER OF THE DEVELOPMENT. BARRIERS TO NOISE, I I c PUBLIC AREAS SHALL BE EREGTED, MAINTAINED AND REMOVED PER THE DEVELOPMENT GRITI RIA BY THE CONTRACTOR. 7 X0.2 ��/TR I �iAl S�if'I�UI CONT. GONTINUO S AO' GO�% ` LAN 15. GONTRAGTOR SHALL PROVIDE ADEQUATE PROTEGTION OF WORK, MATERIALS, FIXTURES, ETC. FROM L055, DAMAGE; FIRE, THEFT, ETC. EI.O ELECTRICAL FLOOR FLANS DIAM. DIAMETER 16. ALL AREAS OF EXISTING LAND5GAPING D15TURBED DURING CONSTRUGTION SHALL BE RESTORED TO ORIGINAL CONDITION. - AO �F�I1=.IGATIONS N c li. CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTIONS (PLUMBING, ELEGTRIGA�_, GAS, ETC, IN THE FORM OF SUPPLY AND SPECIFICATIONS •OLGTRI COAL FLOOR PLANS DIM. DIMENSION z AO.Q DRAIN PIPES, GONDUIT AND PULLING WIRES, ETG.) RELATED TO EQUIPMENT AND APPLIANGE5. (\f D.G.L. DEIGN CONTROL LINE la CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUTTING, PATCHING AND FITTING NEGE55ARY TO ACHIEVE THE INTENT OF THE _� GEILING, PER SCHEDULE Al I i�EMOLITION PLAN 4 RCF' DWG, DRAWING GON5TRUGTION DOGUMENT5, DF DRN4.ING c - - -= FOUNTAIN 11. NEW WORK AT EXISTING GONDITIONS SHALL ALIGN WITH AND MATGH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR i 3 5/8" METAL STUDS A2.I FLOOR PLAN ROOfi- PLAN DETAILED. A2.2 FINISH FLAN 5GHEDULE EA. EACH G" OR SHALL NEVER SCALE DRAWINGS. LOCA"(IONS FOR ALL PARTITIONS, HALLS, CEILINGS, ETC. WILL BE DETERMINED BY � i ©16" O.G. _ - _ M�G{�f�NIGAL 20. GONTRA f EL EG, ELECTRICAL DIMENSIONS ON THE DRAWINGS. ANY AREA os THE PLANS MISSING REQUIRED DIMENSIONS MUST BE REPORTED To THE ARGHITEGT AGOU5TIGAL. INSULATION A� j �URNITUR ALAN KITGi�i N -QUI 'M NT EL. ELEVATION IMMEDIATELY. ONE SIDE 5 EXTERIOR ELEVATIONS � SEGTIONS MO.i �I�IAG NOTES � SYMI�OLS 21. DIMENSIONS ARE To FADE OF FINISH MATERIAL UNLE55 NOTED OTHI=RWI�E. ; , �/8 GYP BD, A.�.I M I HIAG FLOOR FLAN M EQ, ...QUAL 22. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EOUIPMENT WITH EQUIPMENT SUPPLIER AND TAKE MEASURES TO EXIST. EXISTING ENSURE THE PROTECTION OF EQUIPMENT FROM DAMAGE DURING THE GON5TRUGTION PHASE PRIOR TO AND AFTER EQUIPMENT FINISH PER 5GHEDULE A4, I ENL -ARO -IF> FLANS M I HVAC, ROOF- PLAN F - M EXT. EXTERIOR INSTALLATION. ADDITIONAL UTILITY SERVICE A5 REQUIRED TO MEET THE A5,I INTERIOR >vLI�IATIONS c F 23. GONTRAGTOR SHALL VERIFY ALL EXISTING, UTILITIES IN THE FIELD AND PROVIDEB /- BA5E PER 5GHEDULE M �.O }SAG DETAILS FEC, FIRE EXTINGUISHER CABINET SCOPE AND INTENT OF THE WORK. A�.2 INTERIOR ELEVATIONS FIN. FINISH OR FINISHED VERIFY LOCATION Or ALL EXISTING UTILITIES PRIOR TO GON5TRUGTION START. ANY AND ALL LOSSES OF BUSINESS TO THE LANDLORD, M5.O HVAC DETAILS 24 \ / I DEVELOPER OR OTHER PARTY RESULTING FROM DAMAGE CAUSED BY THE GONTRAGTOR OPERATION5 SHALL BE THE RC5PON51BILITY 0 AD" J INTERIOR T LE ATIONS M� I HOOD �ETAIL5 FR. FIRE RATED OR RETARDANT_ I FOOT/FEET THE CONTRACTOR. ANY UTILITIES DAMAGED DURING GONSTRUGTION SHALL BE REPAIRED/REPLACED IMMEDIATELY AT THE SOLE EXPENSE SEALANT A'D 4 IN I-ERIOR ELE �IAT�ONS FT. OF THE GONTRAGTOR. _ M .2 HOOCH r� TAILS IDE DRAFT/FIRE STOPS, A5 REQUIRED BY GOVERNING GORES AND JURISDIGTION5. NEW AND EXISTING FINISH PER -5/8" GYP BD., - 3 5/a" METAL A55 MILLNORK 5 , IONS AND DETAILS FTG. FOOTING 25. GONTRAGTOR SMALL PROVIDE PENETRATIONS IN FIRE -RATED PARTITIONS OR DRAFT STOP5 SHALL BE PROTEGTED BY A SYSTEM L15TED BY A REGOGNIZED TE5TINO SCHEDULE ONE SIDE STUDS @ I6" O.G. r�.I�LUMINO NOTES SYM�O� S L FND. FOUNDATION P AC .I REr LEGTED G>v 11_ I NCS 1 L_AN AGENCY. -- -- -: _ . .: - 7 r �- - I � r F I.O PLUM -5 I NO �� oOR ALAN ANFO.R�D �UII�DING 01VISION LGA, GAGE, GAUGE 26. PROVIDE THE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL LOGATION WITH A.M.A.I. - -- - All �%OOR ��i{ ln��lL1 AND C�� ~AIL� GALV. GALVANIZED ?-l. CONTRACTOR SHALL COORDINATE ALL WORK THAT AFFECTS THE ROOF WITH THE LANDLORD AND, IF REQUIRED BY THE LANDLORD, HIRE ,�' 2,O FLUM�NC� DETAILS THE SHELL ROOFING 5UBGONTRAGTOR TO PERFORM ALL WORK OF PENETRATING THE ROOF FOR ANY AND ALL ITEMS ADDED ON THE O f LUME3I N6 RI SERB THESE MN$ ARE REVIEWED AND CONOI��Y GL. 5I_A55, GLAZING ROOF AND PATGHIGN/5EALING OF SUGH PENETRATIONS DURING AND AFTER EQUIPMENT INSTALLATION. HENT IN THE PROJECT REGARDLE55 OF THE SOURCE AND COORDINATE W ` ACCEPTED POR PERMIT. A ISSUED PER SHALL ; GG GENERAL GONTRAG'T(OR) 2a, CONTRACTOR SHALL REVIEW THE DIMENSIONS of ALL EO,UIP GB. GRAB BAR AGC, E55 TO THE SPACE AND VERIFY CLEAR FLOOR .SPACE 15 PROVIDED A5 REQUIRED TO ENSURE EASE OF INSTALLATION. DESGRIPTIUN: DEEMED PERMISSION TO PROCEED WITH THE WORK: COORDINATE HIS/ HER WORK WITH ALL OTHER GoNTRAGTOR5 AND VENDORS FURNISHING LABOR, MATERIALS, ETC., 3 5/0" METAL STUDS @ 6" O.G f0 6" ABOVE HIGHEST GEILING. SrRU% - RAL PL.UM� IND Y c 2q. CONTRACTOR SHALL I F - U ED AND COMPLETED WITHOUT CONFLICT OR DELAY.. i �! _- _ _ CANCEL. ALTER GYP.BD. GYPSUM E30ARD ON THE PROJECT To ENSURE THE WORK AS A WHOLE SHALL B_ EXEC T FOUR FOOT HIDE, y GYP. BOARD ON ONE 5IDE OF STUD, FINISH � L DRAWINGS INCLUDING ARGHITEGTURAL, MEGHANIGAL, 51,0 S 1 RUL rURAL 5r CG I I GAT I ON5 I AND NOT AS AUTHORITY TO VIOLATE K HGP HANDICAP 50. A GONTRAGTOR SHALL GOORDINATE THE REQUIREMENTS OF ANY AND AL PER 5GHEOULE.' O, �-UM5INC' NOTES SYMaOLS - ETGHE5/ DETAILS. ANY GONFLIGT5 SHALL BE BROUGHT TO HE ATTENTION OF THE OWNER AND FOUNDATION PLAN INET 5K , �, - �• �• THESE � M I NO >= �=00R FL -AN OR SET ASIDE ANY OP THE PROVISIONS OF THE TECHNICAL HVAC HEATING/VENTILATION/AIR GOND. ELEGTRIGAL, AND MILLWORK (GAB ) g2 PROVIDE 2 1/22 M1L STUDS AT THESE LoGATION5 SI.I F'I,(� PLU HEIGHT ARGHITEGT PRIOR TO EXECUTION OF WORK. INSTALLATION INCLUDING MAINTENANCE GLEARANGE5; AMINO ,PLAN - K - DURING IN � R NO SETA I LS CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE HT 51.2 51. GONTRAGTOR TO VERIFY THAT EQUIPMENT HAS APPROPRIATE CLEARANCES D (� �LUM�JI ` HG HOLLOW GORE. VERIFY TH05E WHIGH INVOLVE GONFLIGTING UTILITIES. 5 ETC. � RAM I NO ALAN BUILDING DIVISION PROM THEREAFTER REQUIRING A HM HOLLOW METAL 52. PROVIDE AND INSTALL ALL NEGE55ARY IN WALL FRAMING REQUIRED TO GARRY SHELF, HANGING AND VALANCE LOADS, RAILING SI .D "N To DECK W/ #Io ) OUN�AT I ON DETAILS CORRECTION OF ERRORS ON THE PIANS; CONSTRUCTIQN HORIZ HORIZONTAL AS PER PLANS. _-� �"- FASTEN S2"0 F 33. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL GUUN"TERTOPS, EQUIPMEN"f, BOOTHS, WALLS, ETC: OR OTHER VIOLATIONS Of THE CODE. HB H05E BIBS 54. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE AND ENERGY ,�-�---J TEKS \L��, -- CLIP ANGLES 55.0 FRAMING � �.=TAILS. INCL. INCLUDE(D), (INC) GORE. " �' DE DIAMETER 35. ALL WOOD IN GONTAGT WITH GONGRETE MASONRY SHALL BE PRESSURE TREATED, MOISTURE RES15TANT WOOD. �� E`` _--- --- r ID INTI � � --- 45 DIAGON/-•L. BRACING - ��. FRAMING �%'�-TAIL-S N RAW EXPo''ED SURFAGE5 SHALL BE FINISHED TO MATGHA L STUD I-ryAMING AT STAGGERED GEILING, PER 5GHEDULE _ 3 5/8" METAL. �. l STUDS @ 16" O.G. i AGOUSTIGAL I l 14 SHEET INDEX... `41�/� H INSULATION -i 5/8" GYP BD., BOTH SIDES - INSUL. INSULATE(0), (INC) IT A -56. ALL WOOD TRIM OR OTHER PRE-FINI5HEO TRIM ITEMS SHALL BE CUT TU FD FINISH PER 5GHEDUL.E INT, INTERIOR ADJACENT FINISH MATERIALS. 37. GONTRAGTOR SHALL PROVIDE WOOD BLOCKING, BRACING AND NAILER5 AS REOUIRED FOR MILLWORK, EQUIPMENT, SHELVING, ETC. _ INT. INVERT GOORDINATE WITH 'TENANT. AND VERIFYING ALL QUANTITIES OF OWNER SUPPLIED MATERIALS. RESPONSIBLE FOR RECEIVINGALL EASE PER 5GHEDULE G JG JANITOR'S GLO5ET 3a, GONTRAGTOR ALL SURFAGE5 WHIGH ARE INPIGATED TO BE FINISHED OR PAINTED 5H BE PREPARED, SANDED, TREATED AND PRIMED IN STRICT LAM. LAMINATE 3q. AGGORDANGE WITH GOMMERGIAL QUALITY STANDARDS, AND IN 5TRIGT AGGORDANGE WITH FINISH MATERIAL MANUFAGTJRES' LAV. LAVATORY INSTRUCTIONS. 5UGH A5 GEILING TILES AND MILLWORK GOUNTER5 FOR ANY REASON MUST HAVE AN A55OGIATED LH LEFT HAND 40. ALL FINISH 5URFAC`,E5 PENETRATED GROMMET APPROVED FOR THAT USE. A LOGATION IN AGGORDANGE WITH STATE AND LOCAL CODES. DESIGN TO BE APPROVED BY \ MFR. MANUFAGTURE(R) 41. PROVIDE OGGUPANGY 51AS0-N IN GONSPIGUoU5 H MA5 MASONRY ARGHITEGT. i MA ERIAL OR EQUIPMENT INSTALLED BY OTHERS GONSTITUTCS ACCEPTANCE OF THAT WORK, AND A55UMPTIUN OF THE STAGGERED GEILING, PER 5GHEDULE _ 3 5/8" METAL. �. l STUDS @ 16" O.G. i AGOUSTIGAL I l 14 SHEET INDEX... `41�/� H INSULATION -i 5/8" GYP BD., BOTH SIDES - NIC.. NOT IN CONTRAG•r 46. GONTRAGTOR5 SHALL BE RESPONSIBLE FOR �UBCO T - FOLLOWING TRADES: FIRE SPRINKLER AND FIRE ALARM. ALL TESTING OF SYSTEMS OR STRUGTURES A5 REQUIRED BY CODE SHALL BE - - - _ __ ------ NTS NOT TO SCALE THE RESPONSIBILITY OF THE GONTRAGTOR. O.G. ON GENTER(5) 41, GONTRAGTOR5 TO BE RESPONSIBLE FOR DAILY CLEANUP OF TENANT SPACE AND FINAL CLEANUP WHEN PROJECT 15 COMPLETE. -- 45. ALL NEW GON5TRUGTION SHALL GOMPLY WITH ARTICLE III OF THE AMERIGANS WITH D15ABILITIE5 AGT. OPG. OPENING -- - OPP. OPPOSITE�N� N07-1/DESCRIPTION: OD OUTSIDE DIAMETER 3 5/a METAL STUDS @ 16" O.G TO 6" ABOVE HIGHEST GEILING. F OH OVERHEAD BRACE TO STRUGTURE. FOUR FOOT WIDE, 8" GYP. BOARD ON - PNL PANEL 501-H SIDES OF STUD, FINISH PER 5GHCDULE. PROVIDE WATER PART. PARTITION + X'-X"RESISTANT GYP. ED. @ ALL KITCHEN AND RESTROOM ELEV REF 100 KEYED NOTE EXISTING DOOR PARTITIONS. PLA. LAM. PLASTIC, LAMINATE A.F.F. TO REMAIN PLT'. PLATE C,2 PROVIDE 6" MTL STUDS, AT THESE LOGATIONS QT. QUARRY TILE �> DEMO NOTE p RAD. RADIUS \ ° EXI5TING DOOR RA RETURN AIR �� a TO BE REMOVED MATCH E U J EXISTING REV. REVI5E(5)(ION) ELEV. BENGHMARK ELEVATION , 5/8"-� r-5/8" RD ROOF DRAIN AI/A2 NEW DOOR- RO ROUGH OPENING S.A.T. SUSPENDED AGOUSTIG TILE ~ Detall No, SGHED. 5GHEDULE u n AT ABBREVIATIONS 16 5EGTION GUY --� METAL STUDS SEGT. SECTION Al /A4 i i " O.G. 51M. SIMILAR i ; i ACOUSTICAL D 5C, SOLID GORE "orlyn Sheet No.AI/A4, INSULATION SPEC. SPEGIFIGATION(S) _ .i ! 5/a" "TYPE "X" GYP 5Q. SQUARE i t' ED., BOTH 51DFS 5-fL. STEEL f�00M I I FIN15H PER SGH1 DULL STRUG, 51'RUGTURAL NAME ROOM NAME I\ GI DETAIL REP D / BASE PER 5GHEDUL E SU5P, SUSPENDED 001 ROOM NUMBER �`--- T/__ TOP OF (MATERIAL) TYP. TYPICAL SEALANT �( REV1510N" /a" "" GYP. 5 5/8" METAL C U.N.O. IJNL E55 NOTED OTHERWISE ' 10101 FINISH PERTYPEX DOOR NUMBER �� E VB VAPOR BARRIER A_ REFERENC5GHEDULE BOARD;. BOTH 51DE5 51"UD5 @ 16" O.G. VGT VINYL GOMPOSITION TILE VERT. VERTIGAI_ � WALL, TYPE EXISTING WALL. TO REMAIN V.I.F. VERIFY IN FIELD -- -- --_ -- ----- --- -- .---- ------- IrX15TING WALL 70 BE REMOVED WG WATER CLOSET >a WIC METAL STWF WELDED WIRE FABRGLAZING MARK MEAL 5TION: B WO WITHOUT NEyy yyp,LL UDS @. 16" O.G TO 6" ABOVE HIGHEST GEILING. BRACE INNOMMM TO STRUCTURE.' FOUR FOOT WIDE, % TYPE "X" 1DOARD ON ;30TH WD WOOD+ED GEILING HEIGHT SIDES OF STUD, FIN15H PER 5GHEDULE. PROVIDE WATER WH WATER HEATER RESISTANT GYP. DD. @ ALL KITGHEN AND RESTROOM PARTITIONS. I -HOUR UI: RATED NO. 465 Al AE3E3RE\1. A3 GRAPH I G SYMBOLS All PARTITION A NTS IA 17 18 9 10 112 13 F L if 1 P 815.994.5900 / 5901 F q�JI� I , �J Seal MILLION( AI FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants to This drawing and/or specification is provided..by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07:14 LJLC NORTH N 14 LOGATION SAF NTS 14 115 16 17 MO MASONRY OPENING 41. APPL_IGATION OF T RE5PON51BILITY FOR 5AT15FAGTORY INSTALLATION AND PERFORMANCE. FOR INTERIOR PARTITIONS, SOFFITS, CEILINGS, PLATFORMS, ETC., FINISH PER 5GHEDUL.E MAT. MATERIALS) 43. GONTRAGTOR SHALL PROVIDE ALL NEGE55ARY BRACING TO STRUCTURE EASE PER 5GHEDULE G F MECHANICAL M�C.H. WHETHER SHOWN ON THE DRAWIN55 OR NOT. 44. EXITING UTILITIES ARE SHOWN GENERICALLY AND HAVE NOT BEEN VERIFIED BY THE OWNER OR THE OWNER'S REPRESENTATI`!C. THE UTILITIE5 BEFORE COMMENCING WORK, AND AGREES TO BE � MET. METAL GONTRAGTOR SHALL DETERMINE THE EXACT LOGATION OF ALL EXISTING MIGHT OGGUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND46 \ MIN. MINIMUM FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHIGH SEALANT MIR. MIRROR OR MIRRORED PRESERVE ANY AND ALL UTILITIES.ADE OR CONSIDERED VALID LJNLE55 WRITTEN NOTIFICATION 15 No GLAIM5 FOR ADDITIONAL GOMPENSATION AND/OR TIME SHALL BE M - _ �, M15G. M15C.ELLANEOU5 45. RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL GOMPEN5ATION AND/OR TIME 15 APPROVED IN ADVANGE OF FINISH PER �," GYP. BOARD, 3 5/8" METAL G NOM. NOMINAL PROGEEDING WITH THE WORK. N RAGTOR DRAWING5 SEALED BY A PROFE55IONAL ENGINEER, A5 REQUIRED FOR THE c �S STUDS @ 16" O.G. �C,HcDLJLE BOTH SID_ NIC.. NOT IN CONTRAG•r 46. GONTRAGTOR5 SHALL BE RESPONSIBLE FOR �UBCO T - FOLLOWING TRADES: FIRE SPRINKLER AND FIRE ALARM. ALL TESTING OF SYSTEMS OR STRUGTURES A5 REQUIRED BY CODE SHALL BE - - - _ __ ------ NTS NOT TO SCALE THE RESPONSIBILITY OF THE GONTRAGTOR. O.G. ON GENTER(5) 41, GONTRAGTOR5 TO BE RESPONSIBLE FOR DAILY CLEANUP OF TENANT SPACE AND FINAL CLEANUP WHEN PROJECT 15 COMPLETE. -- 45. ALL NEW GON5TRUGTION SHALL GOMPLY WITH ARTICLE III OF THE AMERIGANS WITH D15ABILITIE5 AGT. OPG. OPENING -- - OPP. OPPOSITE�N� N07-1/DESCRIPTION: OD OUTSIDE DIAMETER 3 5/a METAL STUDS @ 16" O.G TO 6" ABOVE HIGHEST GEILING. F OH OVERHEAD BRACE TO STRUGTURE. FOUR FOOT WIDE, 8" GYP. BOARD ON - PNL PANEL 501-H SIDES OF STUD, FINISH PER 5GHCDULE. PROVIDE WATER PART. PARTITION + X'-X"RESISTANT GYP. ED. @ ALL KITCHEN AND RESTROOM ELEV REF 100 KEYED NOTE EXISTING DOOR PARTITIONS. PLA. LAM. PLASTIC, LAMINATE A.F.F. TO REMAIN PLT'. PLATE C,2 PROVIDE 6" MTL STUDS, AT THESE LOGATIONS QT. QUARRY TILE �> DEMO NOTE p RAD. RADIUS \ ° EXI5TING DOOR RA RETURN AIR �� a TO BE REMOVED MATCH E U J EXISTING REV. REVI5E(5)(ION) ELEV. BENGHMARK ELEVATION , 5/8"-� r-5/8" RD ROOF DRAIN AI/A2 NEW DOOR- RO ROUGH OPENING S.A.T. SUSPENDED AGOUSTIG TILE ~ Detall No, SGHED. 5GHEDULE u n AT ABBREVIATIONS 16 5EGTION GUY --� METAL STUDS SEGT. SECTION Al /A4 i i " O.G. 51M. SIMILAR i ; i ACOUSTICAL D 5C, SOLID GORE "orlyn Sheet No.AI/A4, INSULATION SPEC. SPEGIFIGATION(S) _ .i ! 5/a" "TYPE "X" GYP 5Q. SQUARE i t' ED., BOTH 51DFS 5-fL. STEEL f�00M I I FIN15H PER SGH1 DULL STRUG, 51'RUGTURAL NAME ROOM NAME I\ GI DETAIL REP D / BASE PER 5GHEDUL E SU5P, SUSPENDED 001 ROOM NUMBER �`--- T/__ TOP OF (MATERIAL) TYP. TYPICAL SEALANT �( REV1510N" /a" "" GYP. 5 5/8" METAL C U.N.O. IJNL E55 NOTED OTHERWISE ' 10101 FINISH PERTYPEX DOOR NUMBER �� E VB VAPOR BARRIER A_ REFERENC5GHEDULE BOARD;. BOTH 51DE5 51"UD5 @ 16" O.G. VGT VINYL GOMPOSITION TILE VERT. VERTIGAI_ � WALL, TYPE EXISTING WALL. TO REMAIN V.I.F. VERIFY IN FIELD -- -- --_ -- ----- --- -- .---- ------- IrX15TING WALL 70 BE REMOVED WG WATER CLOSET >a WIC METAL STWF WELDED WIRE FABRGLAZING MARK MEAL 5TION: B WO WITHOUT NEyy yyp,LL UDS @. 16" O.G TO 6" ABOVE HIGHEST GEILING. BRACE INNOMMM TO STRUCTURE.' FOUR FOOT WIDE, % TYPE "X" 1DOARD ON ;30TH WD WOOD+ED GEILING HEIGHT SIDES OF STUD, FIN15H PER 5GHEDULE. PROVIDE WATER WH WATER HEATER RESISTANT GYP. DD. @ ALL KITGHEN AND RESTROOM PARTITIONS. I -HOUR UI: RATED NO. 465 Al AE3E3RE\1. A3 GRAPH I G SYMBOLS All PARTITION A NTS IA 17 18 9 10 112 13 F L if 1 P 815.994.5900 / 5901 F q�JI� I , �J Seal MILLION( AI FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants to This drawing and/or specification is provided..by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07:14 LJLC NORTH N 14 LOGATION SAF NTS 14 115 16 17 1 -7 1 , O 1 . f) OF J• Br)l,t ! S \ l Seal MILLION AIR FBO @ SANFORD-ORLAN®( INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02,07.14 3 . ... A i�8��o�� I � - � � � CU T w X A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 'III .1 _z- 1 A 1 'I C.' 'I 'I Q - 1 n ri (l 0 1 '7 `7 i Q A L DIVISION 1 - GENERAL REQUIREMENTS AND ADJOINING MATERIALS ALREADY IN PLACE. APPLY PROTECTIVE COVERING WHERE 2.1. PROVIDE STAINLESS STEEL FASTENERS FOR FASTENING 14. ADHESIVES: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION AT SUBSTANTIAL ALUMINUM. 15. SAND FIRE -RETARDANT -TREATED WOOD LIGHTLY TO REMOVE RAISED GRAIN ON EXPOSED SUBMITTAL PROCEDURES & PRODUCT REQUIREMENTS - COMPLETION. 2.2. PROVIDE STAINLESS STEEL FASTENERS FOR FASTENING STAINLESS STEEL. SURFACES BEFORE FABRICATION. 1. SUBMITTALS SHALL BE REQUIRED FOR ALL FINISH MATERIALS TO BE INSTALLED. SUBMITTALS 2.3, PROVIDE STAINLESS STEEL FASTENERS FOR FASTENING NICKEL SILVER. 16. FABRICATE WOODWORK TO DIMENSIONS, PROFILES, AND DETAILS INDICATED. EASE EDGES OF F - SHALL BE REPRESENTATIVE OF FULL PRODUCT RANGE AND VARIATIONS IF ANY. CLOSEOUT PROCEDURES 2.4. PROVIDE BRONZE FASTENERRS FOR FASTENING BRONZE. RAILS AND SIMILAR MEMBERS MORE THAN %4" THICK: %" THICK. FOR TRIM ITEMS WIDER THAN - 2. SUBMIT TWO COPIES OF EACH REQUEST FOR PRODUCT SUBSTITUTION, ALLOWING TIME FOR 3. STEEL BOLTS AND NUTS: REGULAR HEXAGON -HEAD BOLTS, ASTM A 307, GRADE A; WITH HEX AVAILABLE LUMBER, USED VENEERED CONSTRUCTION. DO NOT GLUE FOR WIDTH. 3. REVIEW, APPROVAL, ORDERING AND INSTALLATION. SUBMIT REQUESTS IN TIME TO PERMIT PROCESSING OF REQUEST AND SUBSEQUENT 1. CONTRACTOR SHALL CONDUCT A FINAL CLEANUP OF THE WORK, INCLUDING BUT NOT LIMITED NUTS, ASTM A 563; AND, WHERE INDICATED, FLAT WASHERS. 17. COUNTERTOPS: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR SUBMITTALS, IF ANY, SUFFICIENTLY IN ADVANCE OF WHEN MATERIALS ARE REQUIRED IN THE TO: WINDOWS, WINDOW SILLS, WINDOW COVERINGS, MULLIONS, MECHANICAL GRILLES 4. STAINLESS STEEL BOLTS AND NUTS: REGULAR HEXAGON -HEAD ANNEALED STAINLESS STEEL ADHESIVES, SEALERS, FABRICATION, AND FINISHING. WORK. DO NOT SUBMIT UNAPPROVED SUBSTITUTIONS ON SHOP DRAWINGS OR OTHER (SUPPLY AND RETURNS), LIGHT FIXTURES, FLOOR COVERINGS, WALLS, MILLWORK (INSIDE AND BOLTS, ASTM F 593; WITH HEX NUTS, ASTM F 594; AND WHERE INDICATED, FLAT WASHERS; 18. DRILL HOLES IN COUNTERTOPS FOR PLUMBING FITTINGS IN SHOP. 4. SUBMITTALS. IDENTIFY PRODUCT TO BE REPLACED AND PROVIDE COMPLETE DOCUMENTATION SHOWING OUT), BASE ETC. FINAL CLEANUP SHALL INCLUDE REMOVAL OF ALL LABELS THAT ARE NOT ALLOY GROUP 1 (Al). COMPLIANCE OF PROPOSED SUBSTITUTION WITH APPLICABLE REQUIREMENTS. INCLUDE A PERMANENT. 5. EYE BOLTS: ASTM A 489 DIVISION 7 - THERMAL AND MOISTURE PROTECTION ( FULL COMPARISON WITH THE SPECIFIED PRODUCT, A LIST OF CHANGES TO OTHER WORK 2. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS, MARKED IN RED, TO SHOW 6. MACHINE SCREWS: ASME 818.6.1 REQUIRED TO ACCOMMODATE THE SUBSTITUTION, AND ANY PROPOSED CHANGES IN THE INSTALLATION/CONSTRUCTION THAT VARIES FROM THE WORK ORIGINALLY SHOWN IN THE 7. LAG SCREWS: ASME 818.2.1 JOINT SEALANTS CONTRACT SUM OR THE CONTRACT TIME SHOULD THE SUBSTITUTION BE ACCEPTED. 5. ARCHITECT WILL REVIEW THE PROPOSED SUBSTITUTION AND NOTIFY CONTRACTOR OF ITS CONSTRUCTION DOCUMENTS. 8. WOOD SCREWS: FLAT HEAD ASME B18.6.1 ACCEPTANCE OR REJECTION. 3. CONTRACTOR SHALL PROVIDE OPERATION AND MAINTENANCE DATA ORGANIZED INTO 9. PLAIN WASHERS: ROUND, ASME B18.22.1 1. JOINT SEALANT APPLICATION - US //1: URETHANE JOINT SEALANTS, ASTM C 920; TYPE: SINGLE 6. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, AND OTHER DEVICES AND THREE-RING BINDERS WITH IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER 1,0, LOCK WASHERS: HELICAL, SPRING TYPE, ASME 1318.21.1 COMPONENT; GRADE: NONSAG; CLASS: 100/ 50; USES RELATED TO EXPOSURE: NONTRAFFIC 7. COMPONENTS NEEDED FOR A COMPLETE INSTALLATION AND THE INTENDED USE AND EFFECT. WHERE ONLY A SINGLE PRODUCT OR MANUFACTURER IS NAMED, PROVIDE THE ITEM COMMUNICATING OPERATION AND MAINTENANCE PROCEDURES, EMERGENCY INSTRUCTIONS, 11. ANCHOR BOLTS: (`:STM F 1554, GRADE 36; WITH NUTS, ASTM A 563; AND, WHERE INDICATED, 1.1. FOR USE AT INTERIOR PERIMETER JOINTS OF EXTERIOR DOORS AND WINDOWS, FLAT WASHERS. HOT -DIP GALVANIZE OR PROVIDE MECHANICALLY DEPOSITED, ZINC COATING CONTROL AND EXPANSION JOINTS, EXTERIOR JOINTS IN VERTICAL SURFACES AND INDICATED. NO SUBSTITUTIONS WILL BE PERMITTED. PHONE NUMBERS OF RESPONSIBLE PARTIES, COPIES OF WARRANTIES, WIRING DIAGRAMS, WHERE ITEM BEING FASTENED IS INDICATED TO BE GALVANIZED. HORIZONTAL NONTRAFFIC SURFACES f 8. WHERE A SINGLE PRODUCT IS NAMED AS THE "BASIS -OF -DESIGN", PROVIDE THE NAMED PRODUCT OR COMPLY WITH PROVISIONS FOR "COMPARABLE PRODUCT SUBMITTAL" TO OBTAIN TESTING &BALANCE REPORTS, ETC. 12. POST -INSTALLED ANCHOR: TORQUE CONTROLLED EXPANSION ANCHORS OR CHEMICAL 2. JOINT SEALANT APPLICATION - LS #1: ACRYLIC LATEX OR SILICONI"LED ACRYLIC LATEX, ASTM C - APPROVAL FOR USE OF ANOTHER PRODUCT. ANCHORS CARBON -STEEL COMPONENTS ZINC PLATED TO COMPLY WITH ASTM B 633 OR ASTM F 834, TYPE OP, GRADE NF 9. WHERE COMPLIANCE WITH PERFORMANCE REQUIREMENTS IS SPECIFIED, PROVIDE PRODUCTS SPECIAL CONDITIONS 1941, CLASS FE/ZN 5, UNLESS OTHERWISE INDICATED. SLOTTED -CHANNEL INSERTS: 2.1. FOR USE AT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC THAT COMPLY AND ARE RECOMMENDED IN WRITING BY THE MANUFACTURER FOR THE COLD -FORMED, HOT DIP GALVANIZED STEEL BOX CHANNELS (STRUTS) COMPLYING WITH SURFACES, PERIMETER JOINTS BETWEEN INTERIOR PARTITION SURFACES AND FRAMES APPLICATION. MFMA-4, 1-5/8" x 7/8" BY LENGTH INDICATED WITH ANCHOR STRAPS OR STUDS NOT LESS THAN OF INTERIOR DOORS AND WINDOWS 10. WHERE COMPLIANCE WITH CODES, REGULATIONS, OR STANDARDS, IS SPECIFIED, SELECT A 1. TEMPORARY PROTECTION -CONTRACTORS SHALL PROVIDE ALL TEMPORARY ENCLOSURES 3" LONG AT NOT MORE THAN 8" O.C. PROVIDE WITH TEMPORARY FILLER AND TEE -HEAD BOLTS, PRODUCT THAT COMPLIES WITH THE CODES, REGULATIONS, OR STANDARDS REFERENCED. AND PROTECTION FOR EXISTING CONSTRUCTION AND FINISHES AS REQUIRED DURING COMPLETE WITH WASHERS AND NUTS, ALL ZINC -PLATED TO COMPLY WITH ASTM B 633, CLASS 3. JOINT SEALANT APPLICATION - SS #1 MILDEW -RESISTANT NEUTRAL CURING SILICONE JOINT N 11. CONTRACTOR SHALL REVIEW AND APPROVE ALL MATERIAL SUBMITTALS, PRIOR TO CONSTRUCTION. TEMP. PROTECTION SHALL MEET FIRE CODE, FE/ZN 5, AS NEEDED FOR FASTENING TO INSERTS. SEALANT, ASTM C 920; TYPE: SINGLE COMPONENT; GRADE: NONSAG; CLASS: 50, USES RELATED f FORWARDING TO THE ARCHITECT FOR REVIEW. BY APPROVING AND SUBMITTING SHOP TO EXPOSURE: NONTRAFFIC - DRAWINGS, PRODUCT, DATA AND SAMPLES TO THE ARCHITECT, THE CONTRACTOR AGREES THAT HE HAS DETERMINED AND VERIFIED THAT ALL MATERIALS AND COMPONENTS WILL DIVISION 2 - EXISTING CONDITIONS DIVISION 6 - WOODS AND PLASTICS 3.1. FOR USE AT MILDEW RESISTANT INTERIOR JOINTS IN VERTICAL SURFACES AND PERFORM AS INTENDED IN A SAFE, SECURE MANNER. AND THAT HE HAS REVIEWED AND HORIZONTAL NONTRAFFIC SURFACES; JOINTS BETWEEN PLUMBING FIXTURES AND VERIFIED ALL MATERIALS, FIELD DIMENSIONS AND FIELD CONSTRUCTION CONDITIONS RELATED MISC. ROUGH CARPENTRY ADJOINING WALLS, FLOORS, AND COUNTERS; TILE CONTROL AND EXPANSION JOINTS TO THE PRODUCTS INSTALLATION, MEET THE CONTRACTOR'S REQUIREMENTS AND THE INTENT SELECTIVE STRUCTURE DEMOLITION WHERE INDICATED ORAS REQUIRED OF THE CONSTRUCTION DOCUMENTS. 4. JOINT SEALANT BACKING: 1. ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN OWNER'S PROPERTY. REMOVE, 1. EACH PIECE OF FRAMING LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN 4.1. CYLINDRICAL SEALANT BACKINGS ASTM C 1330, TYPE C (CLOSED CELL MATERIAL WITH A EXECUTION CLEAN, AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. APPROVED INSPECTION AGENCY OR ASSOCIATION. SURFACE SKIN) TYPE O (OPEN CELL MATERIAL) TYPE B (BICELLULAR MATERIAL WITH A Vi 2. ALL WOOD SILLS AND SLEEPERS IN CONTACT WITH MASONRY OR CONCRETE, AND WOOD SURFACE SKIN) OR ANY OF THE PRECEDING TYPES AS APPROVED IN WRITING BY JOINTSEALANT 1. CUTTING AND PATCHING: 2. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME CONTRACTOR'S PROPERTY. FRAMING THE BOTTOM OF WHICH IS 24" OR LESS FROM THE EARTH BENEATH SHALL BE MANUFACTURER FOR JOINT APPLICATION INDICATED 1.1. STRUCTURAL ELEMENTS: SHORE, BRACE, AND SUPPORT STRUCTURAL ELEMENT REMOVE FROM PROJECT SITE. TREATED. 4.2. BOND -BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED DURING CUTTING AND PATCHING. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN 3. ITEMS INDICATED TO BE REMOVED AND SALVAGED FOR REUSE/REINSTALLATION, SHALL BE 3. WOOD FRAMING AND ALL ROUGH CARPENTRY ITEMS SHALL BE INSTALLED IN ACCORDANCE BY SEALANT MANUFACTURER A MANNER THAT COULD CHANGE THEIR LOAD -CARRYING CAPACITY OR INCREASE FREE OF DAMAGE OR BLEMISHES OF ANY TYPE AND SHALL BE STORED AND PROTECTED FROM WITH IBC REQUIREMENTS. 5. JOINTS AND SPACES TO BE CAULKED SHALL BE CLEAN, DRY AND FREE OF DUST, LOOSE DEFLECTION, DAMAGE iN A SECURE AREA UNTIL SUCH TIME AS THE PRODUCTS ARE REINSTALLED. 4. ALL LUMBER USED SHALL BE #2 SPF OR BETTER. MORTAR OR OTHER FOREIGN MATERIALS. AFTER JOINTS HAVE BEEN FILLED, THEY SHALL BE 1.2. OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO 4. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING 5. USE FIRE RETARDANT T TREATED WOOD WHERE REQUIRED BY CODE. NEATLY TOOLED TO ELIMINATE AIR POCKETS OR VOIDS AND TO PROVIDE A SMOOTH, NEAT PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR JURISDICTION. 6. FOR CONCEALED LUMBER, PROVIDE 19 PERCENT MAXIMUM MOISTURE CONTENT APPEARING SURFACE. I - DECREASED OPERATIONAL LIFE OR SAFETY, 5. CONDUCT DEMOLITION WITHOUT DISRUPTING OWNER'S USE OF THE BUILDING. 7. COMPLY WITH AF & PA's WCD 1, "DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION". 1.3. OTHER CONSTRUCTION ELEMENTS: DO NOT CUT AND PATCH OTHER CONSTRUCTION 6. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN. THE WORK, IF SOUND ATTENUATION BLANKETS ELEMENTS OR COMPONENTS IN A MANNER THAT COULD CHANGE THEIR MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT SHEATHING LOAD -CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER: 1. SOUND ATTENUATION BLANKETS: SEMI-RIGID MINERAL FIBER WITHOUT MEMBRANE, FS HH -1-521, OPERATIONAL LIFE OR SAFETY 7. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING 1. PROVIDE PLYWOOD BLOCKING AS INDICATED. TYPE 1. 1.4. VISUAL ELEMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT WITH DEMOLITION, PROVIDING BYPASS CONNECTIONS TO OTHER PARTS OF THE BUILDING. 1.1. EITHER DOC PS 1 OR DOC PS 2, UNLESS OTHERWISE INDICATED. RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH 8. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND CAP OFF UTILITY SERVICES TO BE 1.2. THICKNESS AS NEEDED TO COMPLY WITH REQUIREMENTS SPECIFIED, BUT NOT LESS - DIVISION 8 -DOORS, WINDOWS AND GLASS EXPOSED CONSTRUCTION IN A MANNER THAT WOULD, IN ARCHITECT'S OPINION, d THAN THICKNESS INDICATED. I - REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE DEMOLISHED INCOMPLIANCE WITH APPLICABLE CODES.' 1.3. FACTORY MARK PANELS TO INDICATE COMPLIANCE WITH APPLICABLE STANDARD. CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY 9. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE HOLLOW METAL DOORS AND FRAMES/STEEL FRAMES MANNER. 2. SCREWS FOR FASTENING WOOD STRUCTURAL PANELS TO COLD -FORMED METAL FRAMING: AND DAMAGE TO ADJACENT BUILDINGS AND SITE IMPROVEMENTS. AREAS OF DEMOLITION & ASTM C 954, EXCEPT WITH WAFER HEADS AND REAMER WINGS, LENGTH AS RECOMMENDED BY 1.5. IN-PLACE MATERIALS: USE MATERIALS FOR PATCHING IDENTICAL TO IN-PLACECONSTRUCTION SHALL BE CLEARLY IDENTIFIED. SCREW MANUFACTURER FOR MATERIAL BEING FASTENED. 1. PROVIDE SHOP DRAWINGS SHOWING ELEVATIONS OF EACH DOOR TYPE; DETAILS OF DOORS; MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH IN-PLACE ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE. 10. PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT AS REQUIRED TO FRAME DETAILS FOR EACH FRAME TYPE INCLUDING DIMENSIONED PROFILES AND METAL 1.6. CUT IN-PLACE CONSTRUCTION TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS PRESERVE ELEMENTS OF THE BUILDING FROM MOVEMENT, SETTLEMENT, OR COLLAPSE. INTERIOR ARCHITECTURAL WOODWORK THICKNESSES; LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE OR PERFORMANCE OF OTHER CONSTRUCTION, AND SUBSEQUENTLY PATCH AS 11. PROTECT BUILDING STRUCTURE AND INTERIOR FINISHES FROM DAMAGE BY WEATHER, FIRE 2. HEAVY-DUTY DOORS AND FRAMES: SDI A250.8, LEVEL 2 REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. AND WATER. 1. ALL CASEWORK TO BE PREMIUM GRADE. 2.1. DOOR TYPE: AS INDICATED ON DOOR SCHEDULE; THICKNESS: 1 %4' ;FACE: UNCOATED, 2, EXAMINATION AND ACCEPTANCE OF EXISTING CONDITIONS: BEFORE PROCEEDING WITH EACH 12. PROTECT WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES THAT ARE TO REMAIN. ERECT 2. - INSTALL WOODWORK LEVEL, PLUMB, TRUE AND STRAIGHT. SHIM AS REQUIRED WITH COLD ROLLED STEEL SHEET; MINIMUM THICKNESS OF .042"; EDGE CONSTRUCTION: COMPONENT OF THE WORK, EXAMINE SUBSTRATES, AREAS, AND CONDITIONS. PROCEEDING D PROTECT FIXTURES,FURNISHINGS,D AND MAINTAIN DUSTPROOF PARTITIONS. COVER AN PR TE T FIXT RE AN CONCEALED SHIMS. INSTALL' TO A TOLERANCE OF %" IN 96" FOR LEVEL AND PLUMB. SCRIBE AND MODEL 2, SEAMLESS; CORE: MANUFACTURER'S STANDARD KRAFT -PAPER HONEYCOMB, WITH THE WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS. , CUT WOODWORK TO FIT ADJOINING WORK, SEAL CUT SURFACES AND REPAIR DAMAGED FINISH POLYSTYRENE, POLYURETHANE, POLYISOCYAN U RATE, MINERAL -BOARD, OR VERTICAL 2.1. EXAMINE ROUGHING -IN FOR MECHANICAL AND ELECTRICAL SYSTEMS TO VERIFY EQUIPMENT THAT ARE TO REMAIN. CLEAN ALL SURFACES UPON COMPLETION OF ALL E Q AT CUTS. ANCHOR COUNTERTOPS SECURELY TO BASE UNITS. SEAL SPACE BETWEEN STEEL -STIFFENER CORE AT MANUFACTURER'S DISCRETION; PRIME FINISHED ACTUAL LOCATIONS OF CONNECTIONS BEFORE EQUIPMENT AND FIXTURE DEMOLITION. BACKSPLASH AND WALL. 2.2. FRAME MATERIAL: UNCOATED STEEL SHEET, MINIMUM THICKNESS OF .053"; INSTALLATION. 13. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. 3. PROVIDE SHOP DRAWINGS SHOWING LOCATION OF EACH ITEM, DIMENSIONED PLANS AND CONSTRUCTION: FULL PROFILE WELDED; PRIME FINISHED 2.2. EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING ELEVATIONS, LARGE SCALE DETAILS, ATTACHMENT DEVICES, AND OTHER COMPONENTS. 8. FABRICATE HOLLOW METAL UNITS TO BE RIGID, NEAT IN APPEARANCE, AND FREE FROM AND SYSTEMS ARE TO BE INSTALLED. CONSTRUCTION. 3.1. SHOW LOCATIONS AND SIZES OF FURRING, BLOCKING, AND HANGING STRIPS,I DEFECTS, WARP OR BUCKLE. 2.3. VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING 14. REPLACE EXISTING MECHANICAL FILTERS UPON COMPLETION OF ALL DEMOLITION. INCLUDING CONCEALED BLOCKING AND REINFORCEMENT SPECIFIED IN OTHER 9. PREPARE STEEL FRAMES TO RECEIVE CYLINDRICAL HARDWARE, INCLUDING CUTOUTS, COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS. PROCEED WITH INSTALLATION OF SECTIONS. FINISHES AND MATERIALS ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL DUCT WORK CLEAN AND FREE OF3.2. r SHOW LOCATIONS AND SIZES OF CUTOUTS AND HOLES FOR PLUMBING FIXTURES, REINFORCING, DRILLING AND TAPPING, COMPLYING WITH ANSI A115 "SPECIFICATIONS FOR CORRECTED. DUST, DIRT AND DEBRIS DURING THE DEMOLITION AND CONSTRUCTION PROCESS. FAUCETS AND OTHER ITEMS INSTALLED IN ARCHITECTURAL. WOODWORK. DOOR AND FRAME PREPARATION FOR HARDWARE". 3. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: IMMEDIATELY ON DISCOVERY OF 15. CONTRACTOR SHALL VISIT SITE PRIOR TO BID. BID SHALL INCLUDE ALL DEMOLITION 3.3. SHOW VENEER LEAVES WITH.DIMENSIONS, GRAIN DIRECTION, EXPOSED FACE, AND 10. FOR FIRE -RATED ASSEMBLIES PROVIDE UNITS THAT DISPLAY APPROPRIATE UL LABELS FOR THE NEED FOR CLARIFICATION OF THE CONTRACT DOCUMENTS CAUSED BY DIFFERING FIELD NECESSARY TO COMPLETE SCOPE OF NEW WORK. ALL DIMENSIONS AND EXISTING IDENTIFICATION NUMBERS INDICATING THE FLITCH AND SEQUENCE WITHIN THE FLITCH FIRE RATING INDICATED AND OR REQUIRED. CONDITIONS OUTSIDE THE CONTROL OF CONTRACTOR, SUBMIT A REQUEST FOR INFORMATION FOR EACH LEAF. TO ARCHITECT. CONDITIONS SHOWN ON THESE DRAWINGS SHOULD BE VERIFIED IN THE FIELD BY THE 4. CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS UNLESS OTHERWISE INDICATED, CONTRACTOR PRIOR TO BEGINNING WORK. ANY CONFLICTS BETWEEN THESE DOCUMENTS 4. PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS INDICATING THAT WOODWORK DIVISION 9 -FINISHES COMPLIES WITH GRADES SPECIFIED. 5. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR AND THE CONDITIONS AT THE SITE ARE TO BE REPORTED TO THE ARCHITECT. 5. COMPLETE FABRICATION BEFORE SHIPPING TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. INSTALLING PRODUCTS IN APPLICATIONS INDICATED. 16. PROPERLY PATCH, REPAIR AND FINISH ALL SURFACES AFFECTED BY THE DEMOLITION TO DISASSEMBLE ONLY AS NEEDED FOR SHIPPING AND INSTALLING. WHERE NECESSARY FOR NON-STRUCTURAL METAL FRAMING 6. INSTALL PRODUCTS AT THE TIME AND UNDER CONDITIONS THAT WILL ENSURE THE BEST MATCH ADJACENT FINISH. PROVIDE CONTINUOUS SURFACES READY TO RECEIVE FINISHES. FITTING AT PROJECT SITE, PROVIDE FOR SCRIBING AND TRIMMING. 1. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 . POSSIBLE RESULTS. MAINTAIN CONDITIONS REQUIRED FOR PRODUCT PERFORMANCE UNTIL 5. ALL CONCEALED BLOCKING, GROUNDS AND MISCELLANEOUS BLOCKING TO BE OF 2. STUDS AND RUNNERS: COMPLY WITH ASTM C 645; USE EITHER STEEL STUDS AND RUNNERS SUBSTANTIAL COMPLETION. DIVISION 3 - CONCRETE NON-COMBUSTIBLE MATERIALS IN ACCORDANCE WITH THE IBC. PLACEMENT SHALL BE (MINIMUM BASE -METAL THICKNESS OF .027") OR DIMPLED STEEL STUDS AND RUNNERS 7. TEMPLATES: OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVED TEMPLATES FOR WORK COORDINATED WITH MILLWORK REQUIREMENTS AND MUST WITHSTAND 250 POUND FORCE MIN. _ SPECIFIED TO BE FACTORY PREPARED AND FIELD INSTALLED. CHECK SHOP DRAWINGS OF IN ANY DIRECTION, (MINIMUM BASE -METAL THICKNESS OF,025") i OTHER WORK TO CONFIRM THAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND 1. ALL CONCRETE CONSTRUCTION TO CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR 6. PROVIDE AND INSTALL HARDWARE AS SPECIFIED AND AS NECESSARY TO PROVIDE COMPLETE 3. DEFLECTION TRACK: COMPLY WITH ASTM C 645; THICKNESS NOT LESS THAN INDICATED FOR INSTALLING PRODUCTS TO COMPLY WITH INDICATED REQUIREMENTS. REINFORCED CONCRETE" ACI 318 (MOST RECENT EDITION) AND ACI "SPECIFICATIONS FOR AND USABLE MILLWORK. STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS 8. ATTACHMENT: PROVIDE BLOCKING AND ATTACHMENT PLATES AND ANCHORS AND FASTENERS STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301, UNLESS NOTED OTHERWISE. 7. ALL MILLWORK (INCLUDING COUNTERTOPS) SHALL BE SCRIBED TO WALLS, PARTITIONS AND 4. METAL STUDS TO BE 3 5/8" 25 GAUGE AT 16" O.C. UNLESS NOTED OTHERWISE. PROVIDE DOUBLE OF ADEQUATE SIZE AND NUMBER TO SECURELY ANCHOR EACH COMPONENT IN PLACE, 2. ALL REINFORCING STEEL TO BE DETAILED IN ACCORDANCE WITH ACI "MANUAL OF STANDARD CEILINGS. 20 GAUGE STUD AT EACH SIDE OF ALL DOOR JAMBS EXTENDING TO OR BRACED TO STRUCTURE ACCURATELY LOCATED AND ALIGNED WITH OTHER PORTIONS OF THE WORK. WHERE SIZE AND TYPE OF ATTACHMENTS ARE NOT INDICATED, VERIFY SIZE AND TYPE REQUIRED FOR LOAD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". 8. . DO NOT DELIVER OR INSTALL WOODWORK UNTIL BUILDING IS ENCLOSED, WET WORK IS ABOVE. CONDITIONS. 3. CONCRETE MIX TO CONFORM TO THE FOLLOWING: COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. 8.1. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT 3.1. SLABS: 4,000 PSI AT 28 DAYS; W/C RATIO= 0.45 (MAXIMUM); SLUMP LIMIT= 4" (± 1"); GYPSUM BOARD - COMPONENTS AT HEIGHTS DIRECTED BY ARCHITECT. 9. WHERE WOODWORK IS INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF I _ 0 AIR -ENTRAINED = MAX 3% OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION, AND INDICATE 8.2. ALLOW FOR BUILDING MOVEMENT, INCLUDING THERMAL EXPANSION AND CONTRACTION. 4. ALL REINFORCED STEEL TO BE ASTM A 615 GRADE 60,.DEFORMED. MEASUREMENTS ON SHOP DRAWINGS. 8. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ALL LOCATIONS, EXCEPT AT WET LOCATIONS. WET 8.3. COORDINATE INSTALLATION OF ANCHORAGES. FURNISH SETTING DRAWINGS, 5. WELDED WIRE FABRIC TO BE ASTM A 185. LAP FABRIC 6" MINIMUM. FILL SLABS AND SLABS ON 10. COORDINATE SIZES AND LOCATIONS OF FRAMING, BLOCKING, FURRING, REINFORCEMENTS, LOCATIONS TO RECEIVE MOISTURE AND MOLD RESISTANT GYPSUM BOARD WITH MOISTURE TEMPLATES, AND DIRECTIONS FOR INSTALLING ANCHORAGES, INCLUDING SLEEVES, CONCRETE INSERTS, ANCHOR BOLTS, AND ITEMS WITH INTEGRAL ANCHORS, THAT ARE GRADE SHALL BE REINFORCED WITH 6x6 -W1.4 x W1.4 W.W.F., UNLESS NOTED OTHERWISE. AND OTHER RELATED UNITS OF WORK SPECIFIED IN OTHER SECTIONS TO ENSURE THAT AND MOLD RESISTANT CORE AND PAPER SURFACES AT ALL WET AREAS. INTERIOR ARCHITECTURAL WOODWORK CAN BE SUPPORTED AND INSTALLED AS INDICATED. TO BE EMBEDDED IN CONCRETE OR MASONRY. DELIVER SUCH ITEMS TO PROJECT SITE 6. REINFORCING SHALL BE CONTINUOUS WHEREVER POSSIBLE. SPLICES AND LAPS TO CONFORM 9. PROVIDE CEMENTITIOUS BACKER UNITS (ASTM C 1288) AS TILE BACKER. IN TIME FOR INSTALLATION. TO ACI 318 REQUIREMENTS. 11. MATERIALS: WOOD.SPECIES AND CUT FOR TRANSPARENT FINISH TO BE WHITE OAK, QUARETER 10. GYPSUM WALLBOARD AS MANUFACTURED BY U.S. GYPSUM OR EQUAL. %" THICK TYPICAL AT AND RIFT SAWN AND TO COMPLY WITH THE FOLLOWING: 9. JOINTS: MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINT LOCATIONS IN EXPOSED WORK ARE 7, CONTRACTOR TO HIRE A TESTING LABRATORY TO TAKE CONCRETE CYLINDER TEST. 11.1. HARDBOARD: AHA A135.4 ALL AREAS UNLESS OTHERWISE NOTED. "FIRE CODE" SHALL BE USED AS NOTED PER D NOT INDICATED, ARRANGE JOINTS FOR THE BEST VISUAL EFFECT. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS. FREQUENCY OF TESTING IS TO BE IN ACCORDANCE WITH ACI 318 REQUIREMENTS. TAKE FIVE 11.2. MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MADE WITH BINDER CONTRACT DRAWINGS. METAL EDGING SHALL BE USED AT ALL CORNERS AND TRANSITIONS. i 10. HAZARDOUS MATERIALS: USE PRODUCTS, CLEANERS, AND INSTALLATION MATERIALS THAT CYLINDERS EACH SAMPLE, TEST TWO AT SEVEN DAYS, AND TWO AT 28 DAYS, AND HOLD ONE IN CONTAINING NO UREA FORMALDEHYDE CONTROL JOINTS SHALL BE INSTALLED IN WALLS EXCEEDING 30'-0" IN LENGTH. WALL BOARD TO ARE NOT CONSIDERED HAZARDOUS. RESERVE UNTIL PROJECT IS COMPLETED. TESTING LABRATORY IS TO FURNISH ARCHITECT/ 11.3. PARTICLEBOARD: ANSI A208.1, GRADE M -2 -EXTERIOR GLUE MEET ASTM 36. 11. CEILINGS: PATCH, REPAIR, OR REHANG/REINSTALL CEILINGS AS NECESSARY TO PROVIDE AN ENGINEER WITH TEST RESULTS PROMPTLY. 11.4. SOFTWOOD PLYWOOD: DOC PS 1 11. MATERIALS SHALL MEET THE FOLLOWING STANDARDS: EVEN -PLANE SURFACE OF UNIFORM APPEARANCE. 7.1. ONCE EACH DAY A GIVEN CLASS IS PLACED, NOT LESS THAN 12: FINISHING OF WOODWORK: 11.1. GYPSUM WALLBOARD - ASTM C36 12. CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. 7.2. ONCE FOR EACH 150 SQ/YD OF EACH CLASS PLACED EACH DAY, NOT LESS THAN 12.1. ALL TRANSPARENT FINISH MILLWORK SHALL BE FINISHED IN SHOP IN ACCORDANCE 11..2. SCREWS - ASTM CERTIFIED REMOVE PAINT, MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS FROM ADJACENT FINISHED 7.3. ONCE FOR EACH 5000 SF OF SLAB WALL OR SURFACE AREA PLACED EACH DAY WITH AWI FINISH SYSTEM TR -2 PREMIUM GRADE STANDARDS. 11.3. METAL ACCESSORIES- ASA A97.1 SURFACES. 8. FOR CONCRETE FINISH, CONFORM TO REQUIREMENTS OF ACI 301. 12.2. ALL PAINT FINISH MILLWORK SHALL BE SEALED, SANDED, PRIMED AND SHALL RECEIVE 11.4. WATER RESISTANT GYPSUM BACKING BOARD - ASTM C 630 13. INSTALLED WORK: KEEP INSTALLED WORK CLEAN. CLEAN INSTALLED SURFACES ACCORDING TWO COATS MINIMUM, SPRAY FINISH. - TO WRITTEN INSTRUCTIONS OF MANUFACTURER OR FABRICATOR OF PRODUCT INSTALLED, 9• IN AREAS WHERE TRENCHING NEEDS TO OCCUR, REPLACE ANY EXISTING WATERPROOFING 12. USE GYPSUM BOARD FASTENERS THAT ARE RECOMMENDED BY GYPSUM BOARD USING ONLY CLEANING MATERIALS SPECIFICALLY RECOMMENDED. IF SPECIFIC CLEANING MEMBRANE (WHERE DISTURBED) BACK TO ITS ORIGINAL STATE.. 12.APPLY ONE COAT OF SEALER OR PRIMER TO CONCEALED SURFACES OF WOODWORK. . MANUFACTURER. MATERIALS ARE NOT RECOMMENDED, USE CLEANING MATERIALS THAT ARE NOT HAZARDOUS 13. CABINET HARDWARE & ACCESSORIES: 13. DIRECT SUSPENSION SYSTEM: ZINC -COATED OR PAINTED STEEL SYSTEM OF FURRING TO HEALTH OR PROPERTY AND THAT WILL NOT DAMAGE EXPOSED SURFACES. DIVISION 5 -METALS 13,1. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, B01602, 170 DEGREES RUNNERS, FURRING TEES AND ACCESSORIES DESIGNED FOR CONCEALED SUPPORT OF 14. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE OF OPENING, SELF-CLOSING SPACE. 13.2. CATCHES: MAGNETIC CATCHES, BHMA A156.9, B03141 SCREW -ATTACHED GYPSUM DRYWALL CEILINGS. 15. EXPOSED SURFACES IN FINISHED AREAS: CLEAN EXPOSED SURFACES AND.PROTECT AS METAL FABRICATIONS13.3. ADJUSTABLE SHELF STANDARDS AND SUPPORTS: BHMA A156.9, 804071; WITH SHELF 14. FURNISH AND INSTALL ALL METAL TRIM ACCESSORIES, ADHESIVES, AND JOINT TREATMENTS 3 NECESSARY TO ENSURE FREEDOM FROM DAMAGE AND DETERIORATION AT TIME OF RESTS, B04081 BHMA A 156.9, B04102; WITH SHELF BRACKETS, B04112 PER MANUFACTURER'S RECOMMENDATIONS. f SUBSTANTIAL COMPLETION. 1. ALUMINUM EXTRUSIONS FOR PLATES, SHAPES, BARS AND PIPE: ASTM B 221, ALLOY 6005-T5 13.4. SHELF RESTS: BHMAA 156.9, 804013; METAL, TWO -PIN TYPE WITH SHELF HOLD-DOWN 15. FIRE RESISTANT RATED ASSEMBLIES SHALL HAVE IDENTICAL MATERIALS AND CONSTRUCTION 16. WASTE DISPOSAL: DO NOT BURY OR BURN WASTE MATERIALS ON-SITE. DO NOT WASH WASTE 2. GENERAL: UNLESS OTHERWISE INDICATED, PROVIDE TYPE 304 STAINLESS STEEL FASTENERS CLIP TO THOSE TESTED IN ASSEMBLIES PER ASTM E 119 AND UNDERWRITER'S LABORATORY. TYPE C MATERIALS DOWN SEWERS OR INTO WATERWAYS. FOR EXTERIOR USE AND ZINC -PLATED FASTENERS WITH COATING COMPLYING WITH ASTM B 13.5. GLASS SHELF SUPPORTS - ASTM C 1396/C 1396M FOR FIRED RATED PARTITIONS AND APPROVED FIRE SEALANTS ONLY. 17. DURING HANDLING AND INSTALLATION, CLEAN AND PROTECT CONSTRUCTION IN PROGRESS 633 OR ASTM F 1941 CLASS FE/ZN 5, AT EXTERIOR WALLS, 13.6. DOOR LOCKS: BHMA Al 56.11, E07121 16. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C 1047, FORMED FROM GALVANIZED OR q A I r� 17 IR IQ lin Ili I 1 I 1 114 1 1F� I 1P 117 11,9 19 2n 121 122 23 24 a J 3 a OF FL �\ P .. ti Seal MILLION AIR F®O SANFOR®-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 �vnsultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. Q Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 . 18 19 20 21 22 23 24 ALUMINUM -COATED STEEL SHEET, ROLLED ZINC OR PLASTIC. PROVIDE METAL CORNERBEAD AT WITHIN 1/8" IN 8'-0". OUTSIDE CORNERS, UNLESS NOTED OTHERWISE. PROVIDE CONTROL JOINTS AS REQUIRED BY ' USG "GYPSUM CONSTRUCTION HANDBOOK" AND WHERE INDICATED ON THE DRAWINGS. PAINTING k R 1 ^, . FINISHING GYPSUM BOARD ASSEMBLIES SHALL CONSIST OF THREE APPLICATIONS: JOINT COMPOUND OVER TAPE, SANDING THE FINAL TWO COATS SMOOTH, 1. PAINT EXPOSED SURFACES, NEW AND EXISTING, UNLESS OTHERWISE INDICATED. VERIFY 11.1. PROVIDE LEVEL 4 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH SUITABILITY OF SUBSTRATES, INCLUDING SURFACE CONDITIONS AND COMPATIBILITY WITH COATS OF EXISTING FINISHES AND PRIMERS. PAINT THE BACK SIDE OF ACCESS PANELS. DO NOT PAINT JOINT COMPOUND TO TAPE, FASTENERS AND TRIM FLANGES. PREFINISHED ITEMS, UNLESS OTHERWISE INDICATED. 11.2. AT CONCEALED AREAS -UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR 2. REMOVE ALL HARDWARE, LIGHTING FIXTURES AND SIMILAR ITEMS THAT ARE NOT TO BE FIRE -RESISTANCE PAINTED, IF PRESENT. MASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH C� RATED ASSEMBLIES, PROVIDE LEVEL 1 FINISH: EMBED TAPE AT JOINTS. AREA AFTER PAINTING IS COMPLETE. G 12. SOUND ATTENUATION BLANKETS: ASTM C 665, TYPE I (UNPAGED). ACOUSTICAL SEALANT AT 3. CLEAN AND PREPARE ALL SURFACES TO BE PAINTED IN AN AREA BEFORE BEGINNING PAINTING WALL INTERSECTIONS - NONSAG, PRINTABLE, NON STAINING LATEX SEALANT COMPLYING. WITH IN THAT AREA. PROPERLY PREPARE SURFACES TO BE PAINTED PER MANUFACTURER'S ASTM C 834. PROVIDE SOUND SEALANT TAPE AT ALL PARTITION/WINDOW MULLION PRINTED INSTRUCTIONS AND RECOMMENDATIONS IN "MPI MANUAL". INTERSECTIONS. 4. OBTAIN FILLERS AND PRIMERS FOR EACH COATING SYSTEM FROM SAME MANUFACTURER AS 13. PROVIDE BUILDING STANDARD VERTICAL WALL END TRIM THAT IS USED AT WALL/MULLION FINISH COATS. PROVIDE MANUFACTURER'S BEST -QUALITY PAINT MATERIAL OF COATING TYPES INTERSECTIONS. SPECIFIED THAT ARE FORMULATED AND RECOMMENDED BY MANUFACTURER FOR APPLICATION P 14. AT ALL PARTITIONS IDENTIFIED FOR SOUND INSULATION, EXTEND TO STRUCTURE ABOVE INDICATED. s F - (UNLESS SHOWN OTHERWISE). PROVIDE SOUND BOOTS AT ALL RETURN AIR OPENINGS IN 5. CONTRACTOR SHALL PATCH AND PREPARE EXISTING WALL TO REMAIN AS REQUIRED PRIOR TO WALLS ABOVE CEILING. CAULK ALL WALL PENETRATIONS, INSTALLATION OF, NEW FINISHES. PROCEED WITH COATING APPLICATION ONLY AFTER 15. WHERE WALLS INTERSECT EXTERIOR WINDOW MULLIONS, PROVIDE SOUND ATTENUATION UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. BLOCK AT SLOT DIFFUSERS. 6. INTERIOR PAINT APPLICATION SCHEDULE: (VOC LIMITS ACCORDING TO 40 CFR 59) 16. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE, EXCEPT AT FLOOR, TO PREVENT 6.1. STEEL SUBSTRATES: HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM, MPI INT 5.1 R. TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. PROVIDE EDGE TRIM, 6.1.1. PRIME COAT: DOOR FRAME UNITS ARE FACTORY PRIMED. TOUCH UP AS REQUIRED WITH N ACOUSTICAL SEALANT OR FIRE RETARDANT SEALANT AS REQUIRED AT TOP OF WALL TO RUST INHIBITIVE PRIMER. _ STRUCTURE INTERSECTION. 6.1.2. INTERMEDIATE COAT: HIGH-PERFORMANCE ARCHITECTURAL LATEX MATCHING TOPCOAT 17. EXISTING GYPSUM BOARD WALL CONSTRUCTION TO REMAIN, SHALL BE MODIFIED AS REQUIRED 6.1.3. TOPCOAT: HIGH-PERFORMANCE ARCHITECTURAL LATEX (SEMIGLOSS) _ TO MATCH NEW WALL CONSTRUCTION PRIOR TO RECEIVING WALL FINISH AS INDICATED. 6.2. GALVANIZED STEEL SUBSTRATES: HIGH-PERFORMANCE ARCHITECTURAL LATEX 18. REMOVE AND REPLACE PANELS THAT ARE WET, MOISTURE DAMAGED AND MOLD DAMAGED. SYSTEM, MPI INT 5.1 R 6.2.1. PRIME COAT: DOOR FRAME UNITS ARE FACTORY PRIMED. TOUCH UP AS REQUIRED WITH ACOUSTICAL CEILING PANELS RUST INHIBITIVE, PRIMER. M 6.2.2. INTERMEDIATE COAT: HIG-PERFORMANCE ARCHITECTURAL LATEX MATCHING TOPCOAT _ 1. PROVIDE ASTM E 1264 PANELS IN SIZES AS INDICATED. MATERIALS SHALL BE CLASS A, TESTED 6.2.3. TOPCOAT: HIGH-PERFORMANCE ARCHITECTURAL LATEX (SEMIGLOSS) PER ASTM E 84. 6.3. GYPSUM BOARD AND PLASTER SUBSTRATES: HIGH-PERFORMANCE ARCHITECTURAL 2. SUSPENSION SYSTEM SHALL BE DIRECT HUNG, ASTM C 635, INTERMEDIATE DUTY STRUCTURAL LATEX SYSTEM, MPI INT 9.213 CLASSIFICATION. ARMSTRONG OR CHICAGO METALLIC, WHITE UNLESS NOTED OTHERWISE. 6.3.1. PRIME COAT: INTERIOR LATEX PRIMER/ SEALER WIRE HANGERS, BRACES AND TIES SHALL BE ZINC COATED CARBON STEEL WIRE, ASTM A 641, 6.3.2. INTERMEDIATE COAT: HIGH-PERFORMANCE ARCHITECTURAL LATEX MATCHING TOPCOAT CLASS 1 ZINC COATING, SOFT TEMPER. SEISMIC STRUTS AND CLIPS SHALL BE AS REQUIRED BY 6.3.3. TOPCOAT: HIGH-PERFORMANCE ARCHITECTURAL LATEX (EGGSHELL) THE IBC TO ACCOMMODATE SEISMIC FORCES. SIZE FOR 5 TIMES THE DESIGN LOAD INDICATED 7. INTERIOR WOOD FINISH APPLICATION SCHEDULE: L [ IN ASTM C 635, TABLE 1, DIRECT HUNG. 7.1. EXPOSED WOOD AND WOOD PANEL PRODUCT SUBSTRATES; WATERBORNE CLEAR 3. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL TILES TO BALANCE ACRYLIC OVER STAIN SYSTEM, MPI INT 6.4U BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS THAN HALF WIDTH 7.1.1. STAIN COAT: INTERIOR WOOD STAIN (SEMITRANSPARENT) TILES AT BORDERS AND COMPLY WITH LAYOUT SHOWN ON CEILING PLANS. NOTIFY ARCHITECT 7.1.2• THREE FINISH COATS: WATERBORNE CLEAR ACRYLIC (SATIN) OF ANY VARIATIONS IN LAYOUT AS SHOWN ON CEILING PLANS. IF PLANS DO NOT CONTAIN A 8. EXTERIOR PAINT APPLICATION SCHEDULE: CEILING PLAN/LAYOUT FOR EACH SPACE IDENTIFIED TO RECEIVE ACOUSTICAL CEILING TILES, 8.1. STEEL SUBSTRATES:, ALKYD SYSTEM MPI EXT 5.1 D NOTIFY ARCHITECT OF PROPOSED LAYOUT FOR APPROVAL. 8.1.1. PRIME COAT: ALKYD ANTICORROSIVE METAL PRIMER K8.1.2. 4. ALL ACOUSTICAL CEILINGS SHALL BE INSTALLED PER MANUFACTURER'S PRINTED INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT INSTRUCTIONS. EACH CEILING PANEL CUT TO FIT, SHALL HAVE THE CUT EDGE CAREFULLY CUT 8.1.3. TOPCOAT: EXTERIOR ALKYD ENAMEL (SEMIGLOSS) TO MATCH THE PANELS OTHER UNCUT EDGES. CUT EDGES SHALL BE FINISHED TO MATCH 8.2. GALVANIZED -METAL SUBSTRATES: ALKYD SYSTEM MPI EXT 5.3B UNCUT EDGES WITH MANUFACTURER'S STANDARD TOUCH-UP MATERIAL, INSTALLED PER 8.2.1. PRIME COAT: CEMENTITIOUS GALVANIZED -METAL PRIMER MANUFACTURER'S PRINTED INSTRUCTIONS. 8.2.2. INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT 5. CEILING PANELS IDENTIFIED FOR REMOVAL, SALVAGED FOR RE -INSTALLATION SHALL BE 8.2.3. TOPCOAT: EXTERIOR ALKYD ENAMEL (SEMIGLOSS) STORED AND PROTECTED FOR THE DURATION OF CONSTRUCTION UNTIL SUCH TIME AS 8.3. WOOD AND FIBER CEMENT SUBSTRATES: CONTRACTOR IS READY TO REINSTALL. CEILING PANELS IDENTIFIED FOR RE -INSTALLATION 8.3.1. PRIME COAT: PRIMER, ALKYD FOR EXTERIOR WOOD, MPI #5 SHALL BE REINSTALLED IN SPACES WHERE ONLY SALVAGED PANELS WILL COMPLETE CEILING 8.3.2. INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT PANEL INSTALLATION IN THAT SPACE. DO NOT MIX NEW AND SALVAGED CEILING TILES IN THE 8.3.3. TOPCOAT: ALKYD, EXTERIOR, SEMIGLOSS (GLOSS LEVEL 5), MPI #94 SAME SPACE OR ROOM. 9. APPLICATIONS: ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE. TILING 9.1. BRUSH -ONLY WHERE THE USE OF OTHER APPLICATORS IS NOT PRACTICAL. VISIBLE BRUSH STROKES ARE NOT PERMISSIBLE. H 9.2. ROLLER -FOR PRIMED AND FINISH COATS ON INTERIOR WALLS AND CEILINGS. 1. PROJECT CONDITIONS: MAINTAIN AMBIENT AND SURFACE TEMPERATURES OF NOT LESS THAN 9.3SPRAY -FOR PAINTED WOOD TRIM, WOOD CABINETRY AND METAL SURFACES. 60° F DURING INSTALLATION OF CEMENTITIOUS MATERIALS AND FOR 72 HOURS THEREAFTER. 10. APPLICATION OF LACQUER OR VARNISH, SHALL BE PREFORMED OFF SITE INA CONTROLLED MAINTAIN AMBIENT AND SURFACE TEMPERATURES BETWEEN 65° F AND 95° F DURING ENVIRONMENT, UNLESS TOUCH-UP IS REQUIRED AFTER INSTALLATION OF FINISH ITEMS. INSTALLATION OF EPDXY SETTING AND GROUTING MATERIALS AND FOR 72 HOURS 11. COLORS TO BE AS SELECTED. SURFACES SHALL BE CLEAN AND DRY PRIOR TO PAINTING. THEREAFTER. PROTECT ADJOINING SURFACES NOT TO BE PAINTED FROM PAINTING OPERATION. PAINT ALL 2. SETTING MATERIALS MANUFACTURER (BASIS OF DESIGN): LATICRETE. SUBSTITUTIONS WILL BE EDGES OF DOORS AND IN GENERAL FOLLOW THE BEST APPLICATION PROCEDURES OF THE ACCEP rED. TRADE. C G 3- LEVELING MATERIALS: CEMENTITIOUS SELF LEVELING UNDERLAYMENT 12, PAINTING SHALL BE FREE OF RUNS, DRIPS, SAGS, BRUSH MARKS AND COLOR VARIANCES. 3.1. PRIMER: A CONCENTRATED, SOLVENT FREE ACRYLIC PRIMER AND ADMIXTURE USED FOR THE APPLICATION OF SELF -LEVELING UNDERLAYMENTS TO INCREASE BOND STRENGTH AND INHIBIT RAPID WATER LOSS DURING CURE DIVISION 10 - SPECIALTIES 3.2. UNDERLAY: A PROFESSIONAL GRADE, PORTLAND CEMENT BASED, POURABLE/ PUMPABLE, SELF LEVELING FLOOR UNDERLAYMENT, FOR LEVELING FROM 0" TO 3/4" SIGNAGE DEPTH IN A SINGLE POUR 4. CRACK ISOLATION MEMBRANE: A LOW VOC, SINGLE -COMPONENT MOLD RESISTANT, THIN MIL, 1. COMPLY WITH APPLICABLE PROVISIONS IN THE U.S. ARCHITECTURAL & TRANSPORTATION [ F MODIFIED LATEX CRACK ISOLATION MEMBRANE DESIGNED TO PROVIDE A MONOLITHIC, BARRIERS COMPLIANCE BOARD'S ADA -ABA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FLEXIBLE MEMBRANE THAT INHIBITS THE TRANSFER OF SHRINKAGE AND NON-STRUCTURAL FACILITIES AND ICC A117.1 FOR SIGNS. SUSSTRATE CRACKS UP TO 3/8" FROM THE SUBSTRATE TO THE FINISHED PORCELAIN TILE FINISH. FIRE EXTINGUISHERS 5- MORTAR MATERIALS: 5.1. (AT WALLS AND FLOORS) PREMIUM NON -SAG, MEDIUM -BED AND THIN -SET MORTAR: 1. PROVIDE MULTIPURPOSE DRY -CHEMICAL TYPE: UL RATED 10 LB. NOMINAL CAPACITY WITH POLYMER -MODIFIED SINGLE -COMPONENT MORTAR FOR LARGE FORMAT TILE; COMPLY WITH ANSI A11.8.4 AND ISO 13007 C2TES1P1. MONO -AMMONIUM PHOSPHATE -BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD [ E 5.2. (AT FOOD PREP AREAS AND RESTROOM FLOORS) SOLVENT -FREE, 100%a SOLIDS EPDXY ENAMELED CONTAINER W/ MANUFACTURER'S STANDARD STEEL MOUNTING, BRACKET OF SIZES SETTING. COMPLY WITH ANSI A118.3 AND ISO 13007 R2T. REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED W/ PLATED 5.3. QUICK SETTING THIN -SET MORTAR AND POLYMER, ADDITIVE; COMPLY WITH ANSI A118.4 ORBAKED-ENAMEL FINISH AND ISO 13007 C2FS2P2. 6. GROUTING MATERIALS: 6.1. FAST SETTING SANDED POLYMER -MODIFIED GROUT WITH BUILT IN ANTI -MICROBIAL; DIVISION 15 - MECHANICAL & PLUMBING SYSTEMS COMPLY WITH ANSI A118.6 & ANSI A118.7 AND ISO 13007 CG2WAF. JOINT WIDTH AS RECOMMENDED BY TILE MANUFACTURER. GROUT COLOR AS SCHEDULED. [ _ 6.2. (AT FOOD PREP AREAS AND RESTROOM FLOORS) WATER CLEANABLE 100% SOLIDS SEE MECHANICAL AND PLUMBING DRAWINGS EXPDXY GROUT. COMPLY WITH ANSI A118.3 AND ISO 13007 RG. JOINT WIDTH AS RECOMMENDED BY TILE MANUFACTURER, GROUT COLOR AS SCHEDULED. DIVISION 16 -ELECTRICAL SYSTEMS 7. LOCATION AND FREQUENCY OF CONTROL JOINTS: INTERIOR TILEWORK = 20' 1N EACH DIRECTION; INTERIOR TILEWORK EXPOSED TO DIRECT SUNLIGHT OR MOISTURE= 8' IN EACH SEE MECHANICAL AND PLUMBING DRAWINGS DIRECTION. 8. PERIMETER JOINTS: MOVEMENT JOINTS ARE REQUIRED WHERE TILEWORK ABUTS RESTRAINING C SURFACES AND WHERE CHANGES OCCUR IN BACKING MATERIALS, 9. ALL EXPANSION, CONTROL, CONSTRUCTION, COLD, SAW -CUT, ISOLATION, CONTRACTION, AND SEISMIC JOINTS IN THE STRUCTURE SHOULD CONTINUE THROUGH THE TILEWORK, INCLUDING VERTICAL SURFACES. 10. EXAMINATION: BEFORE WORK COMMENCES, EXAMINE THE AREAS TO BE COVERED AND REPORT ANT FLAW OR ADVERSE CONDITION IN WRITING. DO NOT PROCEED WITH TILE WORK UNTIL SURFACES AND CONDITIONS COMPLY WITH THE REQUIREMENTS INDICATED IN THE MANUFACTURER'S INSTRUCTIONS AND IN ANSI A108.5. [ 11. PREPARATION: INSTALL LEVELING MATERIAL IF NECESSARY TO BRING FLOORS TO REQUIRED FLATNESS. MAXIMUM VARIATION FROM PLANE: 1/8" IN 10=0" FOR THIN -SET MORTAR. 12. VERIFY THAT CEMENTITIOUS BACKER UNITS ARE INSTALLED IN CONFORMANCE WITH ANSI A108.11 AND THE MANUFACTURER'S RECOMMENDATIONS. SURFACE TO BE PLUMB AND TRUE 1 2 13 14 15 16 17 18 19 110. Ili 112 113 114 115 116 117 118 119 120 121 122 123 24 f, h/ iYVO Sa V10YVVO V V I �Ci ,; r ; ., ,•� e i r G....•_ .... ....... Seal MILLION AIR FBO SANFORD®ORLANDO I NTL AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. © Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02:07.14 SPECIFICATIONS AO ■ R 1 2 ,3 i4 i5 16 1 7 1 8 1 9 1 10 111 12 13 14 15 16 1 17 1 18 1 19 1 20 21 1 22 23 0 0 0 i o 0 0 d 0 0 F_� ZI N K ' I H I I G F 71 NO WORK IN THIS AREA Ll LINE MGR EXT — — — 1 OFFIGE GUST. SERV. I- - _ - - ;lol<�>< � I VESTIBULE �Q °Q o 112 4 \ JANITOR/ MEGH - - ° 8 I No NOW, IN \` l STORA6E RK THIS AREA �z _ — sO GUSTOT SERVI( 0 ° EXT'C IU3 1 el,�'.,T/ TOILET '_ 0 o o ° i 1 ,,SHOwER \2%� , EXTG04 TOIL El MEN'S a No NORK IN i=xr'G Izq I I �;-,� THIS AREA _ - - — — —t — — — — - TY F. �BREAKROOM r WOMCN'S �' Y HANGAR �C �a� 12a NO WORK IN �_ —L- —_ _� I— _u - l- NO WORK IN THIS AREA - — _� — -� — —I - io L THIS AREA F- 7 EXT'G -1- _I__----I-I Cl LIBRARY _ - - -� - - - ° I�-1--1- 1 -1- I ------ - II� �I- ET _ lr-jj T -II -1 �t—u-—t 11 IXT'G EXT'G r OFFIGE OFFIGE -� o O -=-- JL- 8 ° q — -- - Y - O - ° ° ° ORCP DEMOLITION KEYNOTES D REMOVE 2x4 LIGHT FIXTURE. ci. REMOVE WALL SGONGE LIGHT FIXTURE. 10. REMOVE GEILINC-� TILE TO EXTENT SHOWN. REUSE SUSPENSION SYSTEM WHERE APPLICABLE. 11. REMOVE REGESSED LIGHT FIXTURE. 12. RE=MOVED ROOF AS REQUIRED FOR NEW ADDITION. C B rYP, 10 0 o 0 0 ° — 1— — 0 0 0 0 0 o ND NOF 1 1— 7-' A P — ,O N K ' I H I I G F 71 NO WORK IN THIS AREA Ll LINE MGR EXT — — — 1 OFFIGE GUST. SERV. I- - _ - - ;lol<�>< � I VESTIBULE �Q °Q o 112 4 \ JANITOR/ MEGH - - ° 8 I No NOW, IN \` l STORA6E RK THIS AREA �z _ — sO GUSTOT SERVI( 0 ° EXT'C IU3 1 el,�'.,T/ TOILET '_ 0 o o ° i 1 ,,SHOwER \2%� , EXTG04 TOIL El MEN'S a No NORK IN i=xr'G Izq I I �;-,� THIS AREA _ - - — — —t — — — — - TY F. �BREAKROOM r WOMCN'S �' Y HANGAR �C �a� 12a NO WORK IN �_ —L- —_ _� I— _u - l- NO WORK IN THIS AREA - — _� — -� — —I - io L THIS AREA F- 7 EXT'G -1- _I__----I-I Cl LIBRARY _ - - -� - - - ° I�-1--1- 1 -1- I ------ - II� �I- ET _ lr-jj T -II -1 �t—u-—t 11 IXT'G EXT'G r OFFIGE OFFIGE -� o O -=-- JL- 8 ° q — -- - Y - O - ° ° ° ORCP DEMOLITION KEYNOTES D REMOVE 2x4 LIGHT FIXTURE. ci. REMOVE WALL SGONGE LIGHT FIXTURE. 10. REMOVE GEILINC-� TILE TO EXTENT SHOWN. REUSE SUSPENSION SYSTEM WHERE APPLICABLE. 11. REMOVE REGESSED LIGHT FIXTURE. 12. RE=MOVED ROOF AS REQUIRED FOR NEW ADDITION. C B rYP, 10 Ll OFFICE O 126 z EXT'G \4 FART5 DEPT. < i — I I OFFICE o R No W RK IN �O \ H15 ARA GO,RRIDOR I I 0 o 0 0 ° o T — Ll OFFICE O 126 z EXT'G \4 FART5 DEPT. < i — I I OFFICE o R No W RK IN �O \ H15 ARA GO,RRIDOR I I 24 — L K OFFICE OFFIGE 1 138 F 122 I?3 NO WORK IN THI5 AREA I I I �� RR� 5� X OPLAN DEMOLITION KEYNOTES — — — — — — 0,3 E 1 I. REMOVE PARTITION TO EXTENT SHOWN AND ALL ASSOCIATED ITEMS AS REWIRED. PATGH AND REPAIR EXISTING STRUGTURES, WALLS, AND/OR FLOOR5 AND. PREPARE TO RECEIVE NEW FINISHES. REMOVE CONDUIT AND GONDUGTORE BACK TO PANEL.BOARD AND UPDATE PANELBOARD SGHEDULE — -- — -- O.` AS SPARES. 2. REMOVE DOOR, FRAME, AND ALL ASSOGIATED HARDWARE. PREPARE OPENING FOR NEW GONSTRUGTION, 3. REMOVE STOREFRONT, FRAME, AND Al_1_ ASSOGIATED HARDWARE. PREPARE OPI=NING FOR NEW CONSTRUGTION. 4. REMOVE EXISTING FLOORING. PREPARE SURFAGES TO RECEIVE NEW FINISHES. 5. REMOVE PLUMBING FIXTURES AND RELATED ITEMS. 1 I GAP PLUME31WN � PREPARE FOR NEW FIXTURES. I C 6. REMOVE CASEWORK TO EXTENT SHOWN. 7. REMOVE ROLL -DOWN FIRE SHUTTER AND GOUNTER, AND ALL ASSOGIATED HARDWARE. 1 1 GENERAL PLAN DEMOLITION NOTES • REMOVE (,HAIR RAID THROUGHOUT, PATGH AND REPAIR TO REGEIVE NEW FINISHES. • REMOVE TILE THROUGI--IOUT, PATGH AND REPAIR TO - — — — —� RECEIVE NEW FINISHES. - - - - - - — — �� B 4 REMOVE TILL= FLOOR THROUGHOUT. PREPARE SLAB TO RECEIVE NEW TILE FLOORING. Al DEMOLITION RC., A 1 12 14 15 16 17 18 19 110 • RE \/t7 GROYNN MOULDING AT =Al STI NG PI L- 51 ERS C-4 O. THROUGHOUT. • RE=MOVE EXTERIOR HALE= -ROUND GOLUMN WRAP AS NEGESSARY TO REGE-IVE NEW ADDITION. Al 3 DEMOLITION FLOOR PLAN 11 12 13 14 115 116 118 lig 120 121 122 12i 124 0 0 0 0 u - o o T 0 0 0 24 — L K OFFICE OFFIGE 1 138 F 122 I?3 NO WORK IN THI5 AREA I I I �� RR� 5� X OPLAN DEMOLITION KEYNOTES — — — — — — 0,3 E 1 I. REMOVE PARTITION TO EXTENT SHOWN AND ALL ASSOCIATED ITEMS AS REWIRED. PATGH AND REPAIR EXISTING STRUGTURES, WALLS, AND/OR FLOOR5 AND. PREPARE TO RECEIVE NEW FINISHES. REMOVE CONDUIT AND GONDUGTORE BACK TO PANEL.BOARD AND UPDATE PANELBOARD SGHEDULE — -- — -- O.` AS SPARES. 2. REMOVE DOOR, FRAME, AND ALL ASSOGIATED HARDWARE. PREPARE OPENING FOR NEW GONSTRUGTION, 3. REMOVE STOREFRONT, FRAME, AND Al_1_ ASSOGIATED HARDWARE. PREPARE OPI=NING FOR NEW CONSTRUGTION. 4. REMOVE EXISTING FLOORING. PREPARE SURFAGES TO RECEIVE NEW FINISHES. 5. REMOVE PLUMBING FIXTURES AND RELATED ITEMS. 1 I GAP PLUME31WN � PREPARE FOR NEW FIXTURES. I C 6. REMOVE CASEWORK TO EXTENT SHOWN. 7. REMOVE ROLL -DOWN FIRE SHUTTER AND GOUNTER, AND ALL ASSOGIATED HARDWARE. 1 1 GENERAL PLAN DEMOLITION NOTES • REMOVE (,HAIR RAID THROUGHOUT, PATGH AND REPAIR TO REGEIVE NEW FINISHES. • REMOVE TILE THROUGI--IOUT, PATGH AND REPAIR TO - — — — —� RECEIVE NEW FINISHES. - - - - - - — — �� B 4 REMOVE TILL= FLOOR THROUGHOUT. PREPARE SLAB TO RECEIVE NEW TILE FLOORING. Al DEMOLITION RC., A 1 12 14 15 16 17 18 19 110 • RE \/t7 GROYNN MOULDING AT =Al STI NG PI L- 51 ERS C-4 O. THROUGHOUT. • RE=MOVE EXTERIOR HALE= -ROUND GOLUMN WRAP AS NEGESSARY TO REGE-IVE NEW ADDITION. Al 3 DEMOLITION FLOOR PLAN 11 12 13 14 115 116 118 lig 120 121 122 12i 124 0 0 0 o ND NOF 1 7-' A 24 — L K OFFICE OFFIGE 1 138 F 122 I?3 NO WORK IN THI5 AREA I I I �� RR� 5� X OPLAN DEMOLITION KEYNOTES — — — — — — 0,3 E 1 I. REMOVE PARTITION TO EXTENT SHOWN AND ALL ASSOCIATED ITEMS AS REWIRED. PATGH AND REPAIR EXISTING STRUGTURES, WALLS, AND/OR FLOOR5 AND. PREPARE TO RECEIVE NEW FINISHES. REMOVE CONDUIT AND GONDUGTORE BACK TO PANEL.BOARD AND UPDATE PANELBOARD SGHEDULE — -- — -- O.` AS SPARES. 2. REMOVE DOOR, FRAME, AND ALL ASSOGIATED HARDWARE. PREPARE OPENING FOR NEW GONSTRUGTION, 3. REMOVE STOREFRONT, FRAME, AND Al_1_ ASSOGIATED HARDWARE. PREPARE OPI=NING FOR NEW CONSTRUGTION. 4. REMOVE EXISTING FLOORING. PREPARE SURFAGES TO RECEIVE NEW FINISHES. 5. REMOVE PLUMBING FIXTURES AND RELATED ITEMS. 1 I GAP PLUME31WN � PREPARE FOR NEW FIXTURES. I C 6. REMOVE CASEWORK TO EXTENT SHOWN. 7. REMOVE ROLL -DOWN FIRE SHUTTER AND GOUNTER, AND ALL ASSOGIATED HARDWARE. 1 1 GENERAL PLAN DEMOLITION NOTES • REMOVE (,HAIR RAID THROUGHOUT, PATGH AND REPAIR TO REGEIVE NEW FINISHES. • REMOVE TILE THROUGI--IOUT, PATGH AND REPAIR TO - — — — —� RECEIVE NEW FINISHES. - - - - - - — — �� B 4 REMOVE TILL= FLOOR THROUGHOUT. PREPARE SLAB TO RECEIVE NEW TILE FLOORING. Al DEMOLITION RC., A 1 12 14 15 16 17 18 19 110 • RE \/t7 GROYNN MOULDING AT =Al STI NG PI L- 51 ERS C-4 O. THROUGHOUT. • RE=MOVE EXTERIOR HALE= -ROUND GOLUMN WRAP AS NEGESSARY TO REGE-IVE NEW ADDITION. Al 3 DEMOLITION FLOOR PLAN 11 12 13 14 115 116 118 lig 120 121 122 12i 124 in 1 1 1 7 1 1 A 1 1 F 1-7 1 R 10 ')n 1 Q u°v •Jo 1°v. cJ C -VE BOWL/ �`• _� Seal MILLION AI R FBO @ SANF®R®=ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 1 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 Z Q C] 1 R Le a T 2 13 1 0 17 I8 ROOM FIN 15M SIGMLOUL ROOMROOM NO. NAME FLOOR BASE WALLS N E 5 W GEILING GEILING HEIGHT REMARKS 100 LINEMAN OFFIGE T -I 13-1 P-1 NA P-1 P-1 AGTI 12'-0" 2 101 LINE MGR OFFIGE T -I B-1 P-2 NA P-2 P-2 EXST'G 12'-0" 2. 102 GOFFEE BAR T-2, T-3 B-1 T-1, P-3 NA NA P-2 EX5T'G 12'-0" L 103 GU5TOMER 5ERVIGE T-2, T-3 5-1 P-2 NA P-2 P-4 EX5T'G VARIES I. 104 PASSENGER LOUNGE T-2, T-3 B -I NA NA P-3 P-2 AGTI, GYP 12'-0" I. 105 GENERAL MGR GPTI B-1 P-2 P-2 P-2 P-2 EX5T'G 12'-0" CORRIDOR T-2, T-3 B -I NA P-3 P-3 P-2 EXST'G q' -O" ACCOUNTING STOR. GPTI B -I P -II P -II P -II P -II EX5T'G- q' -O" ACCOUNTING OFFICE GPTI B -I P -II P -II P -II P -II EXST'G q' -O" VESTIBULE T -I B-1 P-2 P-2 P-2 P-2 EXT'G q'-0" 2. [122 KITGHEN T -I B-3 55, P74 55, P-4 55, P-4 55, P-4 AGT2 q' -O" 2. DRY STORAGE T-1 B-3 P-4 P-4 P-4 P-4 AGTI q' -O" 2. JANITOR T -I B-3 P-4 P-4 P-4 P-4 AGTI q'-0" 2. GORRIDOR T -I B-1 P-4 P-4 P-4 P-4 EX5T'G q' -O" 2. OFFIGE GPTI B-1 P-1 P -q P-61 P -q EX5TG_ OFFIGE GPTI B-1 P -q P-1 P-61 P-1 EX5T'6 r123 124 MAPS ROOM GPTI 5-1 P-4 P-4 P-4 P-4 X5T'G, AGT q' -O" 125 LOBBY T-2, T-3 B-1 P-2 P-4 P-2 NA EX5T'G VARIE5 I., 2. 126 OFFIGE GPTI B -I P-1 P -q P-1 P -q EX5T'G q' -O" CORRIDOR T-2, T-3 B-1 P-3, P-8 NA P-3, P-8 NA EXST'G 12'-0" I., 2. F12112b WOMEN'S T-4, T-5 NA T-2,T-il T -2,T-6 T -2,T-6 T -2,T - 6 GYP 1'-0" 1., 2. MENS T -4, T-5 NA T -2,T-6 T -2,T-6 T -2,T-6 T -2,T -6,T-8 EX5T'G q' -O" 1., 2. 130 THEATER GPTI BI P-3, P-14 P-3, P-14 P-3, P-14 P-3, P-14 GYP 131 OFFIGE GPTI B-1 P-4 P-4 P-4. P-4 EX5T'6 132 PILOT'S LOUNGE GPTI B -I P-10 P-10 P-10 P-10 GYP 133 PRIVATE LOUNGE GPTI B-1 P-6 P-6 P-6 P-6 GYP 134 PRIVATE LOUNGE GPTI B-1 P-6 P-6 P-6 P-6 GYP q' -O" 135 GONFERENGE GPT2 B-1 P-4 P-4 P-4 P-4 EX5T'G VARIES �9 110 111 I. REFER TO INTERIOR ELEVATIONS FOR PAINT DE5I0-NATION5. 2. REFER TO FLOOR FINISH PLAN FOR TIDE PATTERNS. K • ALL FLOOR TRANSITIONS TO OGGUR AT GENTERLINE OF DOOR, UNO. • PAINT ALL NEW AND EXISTING TRIM P-12 (LIMITED TO AREAS OF WORK). • PAINT ALL NEW AND EXISTING DOORS P-15 (LIMITED TO AREAS OF WORK). AGT- AGOU5TIGAL GEILING TILE AGTI: MATGH EXISTING. REVIEN SAMPLE WITH ARGHITEGT AGT2: U56 SHEETROGK GLIMAPLUS VINYL LA'( -IN PANEL, 24x48. EDGE: 50UARE; DOLOR: WHITE; SURFAGE PATTERN: FINE -TEXTURED, NON -PERFORATED. OR ARMSTRONG GLEAN ROOM VL, 24x48. EDGE: SQUARE; GOL_OR: WHITE; SURPAGE PATTERN: UNPERFORATED B- BASE 8-1- PAINT GRAPE Ix6 WOOD BASE e-2- NOT USED B-3-- DALTILE 6x12 GOVE BASE, GITY VIEW #G-rO4 A/ LATIGRETE GROUT #34 GPT- CARPET GPTI: MOHAWK/KARASTAN STYLE- KG218 GOLOR-7li8 GPT2: MOHAWK/KARA5TAN 5TYLE- <G216 GOLOR-a7q I H P- PAINT P-1: SHERWIN WILLIAMS -1635 P-2: 5HERWIN WILLIAMS `163a P•-3: 5HERWIN WILLIAMS 7025 P-4: 5HERWIN AILLIAM5 -1660 F-5: SHERA N AIL L I AMS 0077 P-6: 5HERWIN WILLIAMS 284 i P-7: SHERNIN WILLIAMS 281 P-8: 5HERAIN WILLIAMS 6251 G P -q: 5HERWIN AILLIAMS 0023 P-10: 5HERWIN AILLIAMS 7600 P -II: 5HER4N WILLIAMS 6162 P-12: 5HERWIN WILLIAM5 7657 5EM1-0-LOSS P-13: 5HERWIN K LIAMS 2840 SEMI -GLOSS P-14: 5HERWIN WILLIAM5 -1034 T- TILE T-1: DALTILE 24x24, GITY VIEW #GY04 A/ LATIGRETE GROUT #34 ,- T-2: DALTILE 1:2x24, EXHIBITION #EXIO A/ LATIGRETE GROUT #60 (BRIGK PATTERN) Ir T--3: DALTILE 12x24, EXHIBITION #EX03 W/ LATIGRETE GROUT #60 (BRIGK PATTERN) T-4: DALTILE 24x24, EXHIE31-FION #EXIO A/ LATIGRETE GROUT #60 (BRIGK PATTERN) T--5: DALTILE 4.25 x 4.25, ION METALS #IM02 T-6: DALTILE I.5 x 6, ION METALS #IM02 T-7: DALTILE GAPRIGE #F165, A/ E305TIK DIMENSION GLASS GROUT #H670 -- �'-�: DALTILE GAPRIGE #F166, A/ B05TIK DIMEN51ON OLAS5 GROUT #H6 -70T -'i: DALTILE TIGER EYE #TE21, A/ E30STIK DIMENSION GLASS. GROUT #H680 J E D1_ F N 15H 5CMEDUL 5GHLUTER RENO=TK ALUM. GROUT TRANSITION 11/2" MANX RUBBER DOUBLE UNDERGUT 51'AIR NO5ING. MITER AT _ 5/4 FIRE TREATED PLYWOOD C OUTSIDE CORNER GONDITION FIRE TREATED 2x12 WOOD CONCRETE SLAB, EVEL A5 TRANSITION DIFF. HEIGHT MATERIAL FRAMING ©16" O.G. REOV TO REGEIVE NEW FINISHES CARPET AS 5GHEOULED SGHLUTER RENO -T ALUM. GROUT 2x12 FRAMING MEMBER TRANSITION RUNNING PERPENDIGULAR LENGTH OF FLOOR BEYOND FIRE TREATED 2x6 WOOD 4 A FRAMING © STEP CONCRETE 5LAB, LEVEL A5 REG2'D TO RECEIVE NEW FINISHES TRANSITION @ SAME HEIGHT MATERIAL Al FLOOR 5 0T I ON DET A8_ FLOORTRANSITION DETAILS Al 3 FIN 5H PLAN 1 2 3 4 5 6 7 g 9 10 11 12 13 14 - 15 22 23 24 MAPS ROOM 1 a. 5TO AGE OFFIGE f I_ MAPS ROOM 1 H 5TO AGE OFFIGE OFFICE 131 12 L36,13"1 This drawing and/or specification is _ NOW RK IN NO WORK IN provided by the Architect as an THIS AREA THtS AREA Instrument of Service and is intended =- for use on this project only. All EoI- ,T 121_ reports, drawings, specifications, _ - - 2_ computer files, notes and other documents prepared by the Architect _� ��O�B as Instruments of Service shall .JOPFN - OFFIGE remain theof the Architect. property OFFICE - - 1�8 F The Architect shall retain all common OFFICE -L 122 123 No WORK IN law, statutory and other reserved _ THIS AREA rights, including the copyright - thereto. Copyright 201.3 T W ox AMAI Architecture I I ISSUED FOR: 4 A -1c 1-7 10 1n r) 3 n 7,/I F 7 S2 Q 1 (1 1 1 1 7 1 1 A Ql PI NI KI 1� 1 F 1 7 r) V)r) r) Z r) A EQ EQ GLAZING AS 5GHEDULED ALUMINUM STOREF=RONT A5 SGHEDUI_ED—GONTINUOU5 BACKER ROD PREFINI5HED BRAKE MTL TO FREFIN15HED BRAKE MTL TO f AND SEALANT, TYP. L MATCH EX5T'G STOREFRONT MATCH EX5T'5 STOREFRONT GON'rIN0005 BACKER MLGHANIGALL Y FASTENED STEEL GUl_UMN, RE: MECHANICALLY FASTENED MECHANICALLY FASTENED ROD AND SEALANT, TYP. RIGID INSULATION BOARD 5TRUGT RIGID INSULATION BOARD RIGID. INSULATION BOARD A001) SHIM - I WATER RESISTIVE BARRIER GONTINUOU5 BACKER - WATER RE515'TIVE BARRIER WATER RESISTIVE BARRIER .i ROD AND 5EALANT TYP: t PREFINISHED BRAKE MTL To - r r MATGH EX5T'G STOREFRONT— I/2" EXTERIOR SHEATHING } .. c� cS CS L ua iu �u :.i CONTINUOUS BACKER ROD -- - - - — LAMINATED TO GO UMN �.:. AND SEALANT, TYP: o .;_I HALF ROUND GOLUMN } — - I STEED COLUMN, RE: 5TRUGT --EXI5TING ALUMINUM TO BE REMOVED i �.- �.., F.R. WOOD NAILERS STOREFRONT WOOD 5HIM GLAZING., AS SCHEDULED 5TEEL COLUMN; RE: CONTINUOU5 BACKER ALUMINUM STOREFRONT A5 L• 5TRUGT ' �/8 GYP. BD., PAINT - ROD AND 5EALANT, TYP. 5GHEDULED �GUNTINUOUS BACKER RUD AND SEALANT, TYP. f 5/8 GYP. BD., PAINT w .___ ._._._._. -- 5/8" GYP. ED., PAINT F.R. WOOD NAILERS CONTINUOUS BACKER ROD AND SEALANT TYP. WUUD SHIM ALUMINUM STOREFRONT AS I --FIELD VERIFY EXISTING 5GHEDULED GONDITIONS AND REVIEW I GLAZING AS 5GHEDULED WITH ARGHITEGT i ' I II II II it P L 10 PLAN DETAIL L 15 . ALAN RETAIL L20 PLAN DETAIL J _ EXI5TING BUILDING ADDITION �.. PRE -FIN MTL GOUNTERFLASHING. STANDING SEAM MTL I — PROVIDE HEAD $ RAKE DETAIL ROOF, MATCH EX5T'G PER MANUF. RFG. ROOF SHEATHING, RE: i 3 R-Iq FAGED 1=15FRCLA55 IN51JLATION m - — PRE -FIN MTL DRIP EDGE. PROVIDE SAVE DETAIL PER MANUF. REG. 26 GA GAL VALUME �y ................._.................._......__ ......... ............... ....... .... _......... ....... _ ....... I I 5'(5TEM W/ FIBERGLA55 ' IN5ULATION, MATCH EX5T'6 STEEL ANGLE, RE: 5TRUGT MTL TRACK, RE: 5TRU6T — " 51'ANDARD L-12 SOFFIT 5TL GHANNFL, RE: 5TRUGT STEEL BEAM, RE: 5TRUGT PANED, MATGH EXST'G IN5ULATED GLASS CLIP ANGLi=, RE: STRUG'r WOOD BLOCKING ' LAY -IN CEILING AS 5GHEDULED. ALUMINUM STOREFRONT, I HOLD TIGHT TO STRUCTURE IN MATGH EXST'G I SEALANT © PERIMETER, TYP. L ORDER TO CLEAR 5"rOREFRONT THERMALLY BROKEN SYSTEM. ALUMINUM PROFILE, LAMINATE 5/8" GYP, TYP.@ MATGH EX5T'G 4 REVIEYV I STEEL BEAM d COLUMN W/ ARGHITEGT L OGATIONS, PAINT 5TEEL BEAM, RF: 5TRUGT I SEALANT @ PERIMETER, TYP. COLUMN WRAP BEYOND � v 0 A 5A ANOPY GONGRETE' SLAB, RE: 5TRUGT — SEALANT @ PERIMETER, TYP.— 3\, — ........... _ ae ,T/ r`IN PLUUR T/FiN FLR 4 - Al NACU SEAT ON A 10 EA5T ELEVATI ON 1 1 `7 I F 17 1 R Q 1 (l 1 1 1 L NEW ADDITION NEW ADDITION F 15 5OUTH ELEVATION F20 NORTH ELEVATION IL NEW ADDITION ' 1 1 A 1G: 1 % 152 Ic) r)n r)1 1-)7 1 -)A TAG NO. DE5GRIPTION MANUFACTURER MODEL NO. Q TAG NO. DE5GRIPTION MANUFACTURER MODEL NO. TA -I TOILET T155UE DISPENSER aOBRIGK E3-2b�O TA -2 (-.,RAF, BAR, 42", ADA GOMPLIANT BOBRIGK D--5806 x 42 TA -3 GRAD BAR, 36", ADA COMPLIANT BOBRIGK 13-5(506 x 36 TA -4 GRAB BAR, 0", ANSI COMPLIANT BOBRIGK 5-5806 x 0 TA -5 WASTE CAN BY ONNf-R — ---- TA-6 FRAMELESS MIRROR 36" x 48" TA -1 SANITARY NAPKIN DISPOSAL. BOBRIGK 5-270 TA-& CLOTHES HOOK 5015RIGK 8--216717 P F BASIS- OF DE51ON (UNLESS NOTED OTHERWISE): BOBRIGK WA5HROOM EQUIPMENT, INC,. 11611 HART STREET NORTH HOLLYWOOD; GA 11605.1 TA -5 TA -6 \\ NOTE: GOUNTER SOAP P15PENSERS AND PAPER TONE:LS PROVIDED BY OWNER N — TA -5 CJ— M TA -1' TA- -8 AGGE551BILITY NOTES: , I.. ALL GONTROI-5; SNITCHES, ETG AND OPERABLE PARTS MUST FULLY COMPLY TOIGC'/ANSI SEC. 30q NITH GLEAR FLOOR 5PAGE COMPLYING KITH SEGTION 305 AND SHALL BE BETWEEN 15" MIN AND 48" MAX FOR UNOBSTRUCTED SIDE REACH AND 44" MAX FOR OBSTRUCTED HIGH FORWARD REACH N11 f L MAX REAGH DEPTH 25" MAX. L TA -1 2. DOOR HARDNARE FOR ALL. COMMON SPACE AREA(5) AND HAZARDOUS AREA(5) MUST COMPLY TO TA- IGG/AN51 5EG 404.2.6 HANDLES, PULLS, LATGHES, LOGK5, AND OTHER OPERABLE: PARTS ON -� AGGE551BLE DOORS SHALL HAVE A SHAPE THAT EASY TO GRASP NITH ONE HAND AND DOES NOT 1�7REQUIRE TIGHT CRA5PIN6, PINCHING; OR TA151"ING OF THE,NRIST TO OPERATE. OPERABLE PART OF HARDWARE SHALL BE 34" MIN AND 48" MAX A.F.F. -L� K 5. PIPE INSULATION - EXPOSED PIPES AND SURFAGES MUST rOMPLY TO IGG/AN51 SEG 606.6 NATER � SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERNISE — GONFIGURED TO PROTEGT AGAINST GONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES TA-� UNDER LAVATORIES AND SINKS. 1 3 4. AGGESSIBLE SIGNAGE LOCATION SHALL FULLY GOMFLY TO IGG/ANSI SEG. 703.3.11 AND 705.5.10 IT iA-2 SHALL BE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR, OR TO THE RIGHT Of= RIGHT-HAND DOOR AT DOUBLE DOORS, HEIGHT ABOVE THE FLOOR 48" AFF MIN MEAS. TO BASELINE J TA -7 OF THE LONEST TAGTILE GHARACTERS AND 60" MAX ABOVE THE FLOOR TO BASELINE OF HIGHEST TA -I TACTILE GHARAG"rERS. GENTERLINE OF THE SIGN. Tn 5. FLOOR SURFAGES TO COMPLY TO IGG/ANSI SEG.302 -FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT, AND SHALL. GOMPLY NITH SECTION 302. CHANGES IN LEVEL IN FLOOR 5URFAGE5 SHALL COMFLY NITH 5EGTION 303 6. NATER GL05ET5 IN ACCESSIBLE RESTROOM STALL SHALL HAVE. FLUSH VALVE INSTALLED ON H TRANSFER SIDE OR BE EQUIPPED W/ AUTO FLUSH VALVES. F 10 VOMEEN '5 G 18 5C HEDULE NOTES F F E7 E TA TA- I 0 TA-� TA -2 TA,4 l I TA -1 C TA -5 TA -5 C TA -'o TA -3 B E A 10 MEN'S RESTRCOM 12 13 14 15 17 18 19 110 Ili 112 113 14 115 1'6-. 117 118 119 120 121 122 123 124 1 12 6 7 8 9 10 11 12 13 14 15 16 i 17 18 19 20 1 21 22 23 24 R R _ I I P-5 P-5 I I P5 I P-5 I P -q P -q I I Ea I I K GYP COLUMN P - 6'-2" - Ea. EQ. Ea. Ea P P -LAM 4 GLA55. UPPERS, I REGESSED I" RE(,E55ED WIL50NART 7 45 18 BRUSHED DRU5HED STRIP JOLIUYER ALUMINUM ALUMINUM P-2 t'-3 a BOTH SIDES REVEAL, TY. REVEAL, TYP.N o ui rl 4 >r, DAL1 LE "f'IG E� N WRAP EXISTING WRAF EXISTING --> �� .... _ J I EYE #7E21 r - - PILA5TER5 WITH PILASTERS WITH- �mm , I WIL.SONART WILSONART - AZUL ARAN GRA ITE K GYP COLUMN P-�i o LAMINATE "745-18, LAMINATE 0 ` r„J i I -r-3 DRAWERS ' ON 5/8 MDF 1145 -Id, ON 5/8)”I ' J PANELS MDF PANELS i i cv cv / , f` - P -LAM LOWERS, zj WILSONART 7T4577r M LAMINATE BASE _ ±IL6" LAMINATE BASE _ ±I'-6" Ea. Ea. [a. Ea. Ea. Ea. _ p -LAM hISPLAY _ Ea. Ea. 1' -lo" I'-2" LOCATION FOR BASE A5 .�-- BASE AS SCHEDULED >'-12 MATc;H MATCH] OWNER PROVIDED 10 -o CABINET, NIL50NART SCHEDULED p-12 6 -o EXISTING EXISTI i�45-18 0 - REFRIGERATOR. HEADER HEADER Ll GIUSTOMER SERV GE L055Y ELEVATION ABovE= L 13 � I U5T0 SER GE L0'55Y ELEVATION J/� - I O/8"� I '-0" L K K P-8 - STAINLE55 "DUTTON" POINT SUPPORT BRUSHED ALUMINUM SIGN WITH LA5 1 T LETTERS P-8 P-8 EtAL -< � �- -_ -_ - __ ___ -. AND GUNEp NEW 4" FLEXIPLE CHAIR i FASTENERS.BACK LIGHT P -I O RAIL @ AFF W/ LED TAPE LIGHTS. - 5 FORM GHROMA PARTITION 200.41 W/ SUSPEND HARDWARE. _ _ I REGESSED I RE( cESSED �l II II r• � , t PROVIDEI> BLOCKING (-I" REGESSED BRUSHED BRiJ5HED ` _ IN GI: G PER BRUSHED AL {1 M } ALUMINUM � -� i ALUMINUM t MANUFAGTURER 5 H REVEAL, TYP. o REVEAL, TYP: ( I RECOMMENDATION REVEAL, TYP. WRAP EXISTING - > F- WRAP EXISTING WRAP EXISTING PILASTERS WITH + i PILA5TER5 WI1"I { _ - l PILASTERS WITH WIL50NAR1 ` 1 WIL50NART 1 LAMINATE �. 1 LAMINATE 1 WILSONAE (a45-I�, ON 5/�" BASE A5 i �. BA5E A� LAMINATE 7a45�-18, ON 5/8" 1 r ig45-18, ON 5/8" MDF PANELS P I ?GHE(7UL.ED ) MDF PANELS �� I f I �Gr{EDUL)~D MDF PANEL5 G til 1 i y LAMINATE BASE-/ ±II 6 �'-o" LAMINATE_ LAMINATE MATGN �'� 'f BASE MATGI IMA GT H BASE EXISTING EXISTING EXISTING HEADER HEADER F1 GORRIPOR ELEVATION ABOVE ABOVE F 5/15 11-0II E E P -a �-a NEW 4" FLEXIBLE CHAIR P -I RAIL @ �?)'-0 AFF D -a D I/4 SEEDED GLASS I" RECESSED ; ,,,•li; -- CLEAR ANODIZED - REGESSE ALUMINUM PRAMS. - I REGESSED BRUSHED BRUSHED PROVIDE TOP, BRUSHED ALUMINUM E-� - 3 > ` ALUMINUM BOTTOM AND ALUMINUM C REVEAL, TYP. O : REVEAL, T P. VERITIGAL RAILS. REVEAL, TYP. C WRAP EXISTING- > PILASTERS WITH . ...... •• < `•. ' WRAP EX15 INC- <- .WRAP EXISTING i _ : ''J. PILA5TER5 WITH PILASTERS WITH WIL50NART : ' • WIL50NAR WILSoNART LAMINATE LAMINATE LAMINATE ON 5/b" BA5E A5 es, - NATI= 7g45-I� O 5/a BASE A5 '7 45 -Ib ON 5/Pb" MDF PANELS 12 SGHEDULED -1 MDF PANE- 56HEDULED MDF PANELS B B i2lLAMINATE BASF-/_ -I _ 2 LAMINATE _ ±2 -0 4 _ ±I -6 MATGN FIELD T BASE MIT. FIELD T MATCH BASE ATE EXISTING VERIFY EXISTING VERIFY EXISTING HEADER HEADER Al GORRI DOR ELEVATION ABOVE ABOVE A/alp; I' -GI. A 1 7 13 14 15 16 1 18 19 110 Ill 112 113 114 115 116 117 118 119 120 121 122 123 124 1 2 3 4 5 6 1 7 18 1 9 10 11 -12 13 14 15 16 Z Z I Z -Z Zj �r C R P-1 P -i P -Q QQ uL` P-4 Iv - P -2 P-2 w P ua ILA I" RECESSED — — PM4 I RECESSED P-4 I REGE55ED — _ BRUSHED BRUSHED BRUSHED ALUMINUM ALUMINUM ALUMINUM _ REVEAL., TYP. p m REVEAL, TYP• REVEAL, TYF'. m EXISTING F' > s' N PtLAfiSTE.RSTWI�I WRAP EXISTING WRA> PILASTERS WITH _ _ PILASTERS WI'fl� N HILSONART HIL50NAWIL50NAR"r RT LAMINATE -1H45-0,ci ON 5/8" MDF w _ LAMINATE LAMINATE 1q45--18, ON 5/�" MDF ii IL, -(145-Ib, ON 5/b ll PANELS MDF PANELS PANEL M LAMINATE BA5E ±I _6 BASE A5 MATCH LAMINATE LAMINATE BASE BASE A5 MATGHfi MATCH SCHEDULED P-12 BASE SEX 51' NG SGHEDULED P -I" EXISTING EXISTING HEADER HEADER ABOVE ABOVE Ll MAIN 1 0551' ELEVATION L9 MAIN LOE35Y ELEVATION Ll 7 MAN LOE3E3Y ELEVATION K K P-5 P-5 - P -q FF- 14 J J H H P-14 NEW GROWN lu MOULDING 1'-2 P-4 I" RECESSED P-4 � � P-2 EXISTING WINDOW BRUSHED / ALUMINUM G REVEAL, TYP. G cn F--- WRAP EXISTING PILASTERS WITH WIL50NART - - 2 PICTURE- LAMINATE 'IGTURELAMINATE � 8" MOULDING, MITER .7g45 -1b, ON 5/ © CORNERS. MDF PANELS - _ � PAINT P-12, TYF'. F F – LAMINATE: ±2�_0, r BASE A5 - BASc A5 Ea. 4'-o" l o" 4'-O" Ea. SCHEDULED P-12 SASE MAT5GHEDJLED P -I' EXISTININ G El G I USTOMER SERVIC/E L055Y ELEVATION .. E 2 0 THEATER ELEVATION NEW GROWN NEW GROWN = NEW GROWN 0 MOULDING MOULDING IL Ll � ILA - - LLI 1 p! Ll (tL- �� Iii P-3 P -I P 3 P-3 Y P-3 P-3 P-� ��' FF' --I ;< P-3 _� O ii id, P-3 i PICTURE i1 x _ C� -- 2" PICTURE v — 2" PICTURE – MOULDING, M I1ERILI MOULDING, MITER MOULDING, MITER ru © CORNERS.CORNERS, Ea. o CORNERS. _FAINT P-12, TYP.PAINT P-12, TYP.PAINT P-12, fYP. y ! 's) GOORDINATE W/ OWNER PROVIDED TELEVISION l - ILIv _ I LLI v lol a _O Ea. 3'-O" IO" 3'-0" Ea. MATCH DIMENSION EA5T WALL A 1 THEATER ELEVATION Al 1 THEATER ELEVATION A20 THEATER ELEVATION 1 72 13 14 15 16 18 19 110 11 112 Ili 114 115 116 117 118 119 20 21 122 123 124 M 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 122 23 24 c� 1 2 <C rm ILFRAME AT L oIJAIJA ►� o PASS-THRU �- o< ca OPEN C1 LLI BRUSHED ALUMINUM — — — — — — — — — ---- (S) OPEN c STAINLESS .--� El GAFE VOLGA BLUE VOLGA BLUE CURVED 516N WITH c� -r 6 �' — — — — — — — — — — — — — — — - v E BASE A5 GRANITE TOP GRANITE TOP LA5ERGUT LETTERS. in BASE A5 IS) 5GHEDULED 5GHEDULED R 1 I" REGE55ED I" REGE55ED "� DAGK LIGHT W/ LED (—I'' RECESSED --- {� BRUSHED BRUSHED ti TAPE LIGHT. c BRUSHED ALUMINUM ALUMINUM REVEAL ALUMINUM RE�tEAL P-4 IBR 5HED EI7 I" REGE55ED — - P 4 = PASS-1'EiRU ,o ---C BRUSHED ALUMINUM OPEN OPEN ALUMINUM - REVEAL, TYP.- ° REVEAL, TYP. C REVEAL, TYP. = o v 11 E— — WRAF EXISTING WRAP EXISTING— WRAP EXISTING — > 5'-4" \\ � DALTILE12x12 STAINLESS PIL.A5TER5 WITI-i PILASTERS WITH WIC-SONART _ 51-411 GOUNTERTOP AT EXHIBITION WIL50NARTWITH LAMINATE CURVED G5R STAINLESS "BUTT N" WILSONART w o `7gIN18rON 5/8" 7845-Ia, ON 5 /a" a BASE A5 5GHEDULED DESK, WILSONARI CURVED GSR POINT SUPPORT MDl^PANELS o MDF PANELS ti = —icv j 7845-1a DESK, WILSONART "784548, ON 5/(5" o -�` o r LAMINATE BASE LAMINATE BASE Al SAFE P PWILSONART A13 CAFE ELEVATION LAMINATE BASE _-i _ 1�i45 la WILSONART -)g45-la 5/a a^ 1 i_O — P -LAM DRAWERS 5/a 11 — 11-O'i 13 C/ 14 15 16 17 18 19 20 21 _ --,F-LAM DRAWERS, 1 2 4 5 6 7 8 9 HIL50NART KI-50NART = 7g4545 7g45 -1a N 1 - �K E ELEVATION N� CSR DESK ELEVATION N9 FI LOTS LOUNGE ELEVATION N 17 F LOT'S LOUNGE EL VAT ON M i LLI � CUSTOM 5 -FORM v L o. v c� �� v c� <C rm ILFRAME AT L oIJAIJA ►� o PASS-THRU �- o< ca OPEN C1 LLI I.LI — — — — — — — — — ---- (S) OPEN c STAINLESS .--� El GAFE u)e �'--------- c� -r 6 �' — — — — — — — — — — — — — — — - v E BASE A5 ks) i P-4 P-4 P-4 M ILI �lLl LkI 116 L `) ts) viks) , ILL LL -BASE AS Ir BASE AS BASE AS 5G♦ IEDULED 5GHEDULED SCHEDULED K J9 K T� N V TION J 17 KITCHEN ELEVATION J1 K TGHEN ELEVATION H P4 P-4 C 13g U BASE A5 5GHEDULED v � CUSTOM 5 -FORM v L o. v �� v c� < STAINLESS — rm ILFRAME AT «� ►� o PASS-THRU �- o< ca OPEN C1 LLI I.LI — — — — — — — — — ---- ---------- - OPEN c STAINLESS .--� El GAFE GOUNTERTOP AT �'--------- c� -r PA55-THROU6H �' — — — — — — — — — — — — — — — - v E P-4 P-4 P-4 M ILI �lLl LkI 116 L `) ts) viks) , ILL LL -BASE AS Ir BASE AS BASE AS 5G♦ IEDULED 5GHEDULED SCHEDULED K J9 K T� N V TION J 17 KITCHEN ELEVATION J1 K TGHEN ELEVATION H P4 P-4 C 13g U BASE A5 5GHEDULED t , f r p r F / �C r•• ao•ao. as9a 1 a � r � A ' U67 89 �U Seal MILLION AIR FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 � CUSTOM 5 -FORM v _ T2' -o" 4'-0" Ixa PAINT GRADE 'h o. v �� v 'I� BASE MATCH WOOD BASE P-IZ «� o< ca LL C1 LLI I.LI zLx LAMINATE "1845-18) c El GAFE ts) �'--------- - I.LI �' — — — — — — — — — — — — — — — - v E BASE A5 `r BASE A5 IS) 5GHEDULED 5GHEDULED 1 D D (—I'' RECESSED --- {� c BRUSHED ALUMINUM \ — STAINLESS FRAME A > P-4 P-4 IBR 5HED EI7 I" REGE55ED — - P 4 = PASS-1'EiRU BRUSHED ALUMINUM OPEN OPEN ALUMINUM - REVEAL, TYP.- ° REVEAL, TYP. C REVEAL, TYP. = o v 11 E— — WRAF EXISTING WRAP EXISTING— WRAP EXISTING — > \\ � DALTILE12x12 STAINLESS PIL.A5TER5 WITI-i PILASTERS WITH WIC-SONART _ GOUNTERTOP AT EXHIBITION WIL50NARTWITH LAMINATE WILSONART w PA55--THROUGH BASE AS `7gIN18rON 5/8" 7845-Ia, ON 5 /a" a BASE A5 5GHEDULED cn LAM I NATE MDl^PANELS MDF PANELS ti j B B "784548, ON 5/(5" -�` LAMINATE BASE LAMINATE BASE I -�, MDF PANELS Al SAFE ELEVATION A13 CAFE ELEVATION A 5/a a^ 1 i_O n3 10 11 12 5/a 11 — 11-O'i 13 C/ 14 15 16 17 18 19 20 21 22 23 24 1 2 4 5 6 7 8 9 t , f r p r F / �C r•• ao•ao. as9a 1 a � r � A ' U67 89 �U Seal MILLION AIR FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 � CUSTOM 5 -FORM v _ T2' -o" 4'-0" Ixa PAINT GRADE 'h o. v �� v 'I� BASE MATCH WOOD BASE P-IZ «� o< ca LL C1 LLI I.LI zLx LAMINATE "1845-18) El GAFE ts) �'--------- - I.LI �' — — — — — — — — — — — — — — — - v E BASE A5 `r BASE A5 IS) t , f r p r F / �C r•• ao•ao. as9a 1 a � r � A ' U67 89 �U Seal MILLION AIR FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 � CUSTOM 5 -FORM v _ T2' -o" 4'-0" Ixa PAINT GRADE 'h v �� v 'I� BASE MATCH WOOD BASE P-IZ «� o< r C1 <r I.LI zLx LAMINATE "1845-18) El GAFE ------ �'--------- - ---------- �' — — — — — — — — — — — — — — — - v E BASE A5 `r BASE A5 E 5GHEDULED 5GHEDULED D D t , f r p r F / �C r•• ao•ao. as9a 1 a � r � A ' U67 89 �U Seal MILLION AIR FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 � CUSTOM 5 -FORM 4'-0" .. LAMINATE _ T2' -o" 4'-0" Ixa PAINT GRADE 'h GHROMA TRANSAGTION 'I� BASE MATCH WOOD BASE P-IZ 600.16 W/ WILSONART EXISTING LAMINATE "1845-18) El GAFE ELEVATION E9 CAFE ELEVATION E 17 . K TC HEN ELEVATION E E D D --- c — STAINLESS FRAME A > P-4 P-4 IBR 5HED EI7 I" REGE55ED — - P 4 P-4 PASS-1'EiRU BRUSHED ALUMINUM OPEN OPEN ALUMINUM - REVEAL, TYP.- ° C C REVEAL, TYP. = o v WRAP EXISTING— WRAP EXISTING — > \\ � DALTILE12x12 STAINLESS PILASTERS WITH WIC-SONART _ GOUNTERTOP AT EXHIBITION WIL50NARTWITH LAMINATE w PA55--THROUGH BASE AS `7gIN18rON 5/8" 7845-Ia, ON 5 /a" a BASE A5 5GHEDULED cn 5GHEDULED MDl^PANELS MDF PANELS B B -�` LAMINATE BASE LAMINATE BASE I -�, Al SAFE ELEVATION A13 CAFE ELEVATION A 5/a a^ 1 i_O n3 10 11 12 5/a 11 — 11-O'i 13 C/ 14 15 16 17 18 19 20 21 22 23 24 1 2 4 5 6 7 8 9 t , f r p r F / �C r•• ao•ao. as9a 1 a � r � A ' U67 89 �U Seal MILLION AIR FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. O Copyright 2013 AMAI Architecture ISSUED FOR: PERMIT SET 02.07.14 1 21 3 4 1 5 1 6 7 8 9 10 1 1 12 13 1 14 15 16 17 18 19 20 21 22 23 24 4'-6" MIN. 1 5'-O" MIN. 3'-6" MIN. 2'-0" MIN. L / MIN. j I, -O„ u kn 5Q vn 11A -- cUcn FINISI�� FLOOR I I" MIN. UA - MAX. Lo P ks) r UA , < 6_1 N 1 STANDARD MOUNTING HE I GINS N N M P-4 f-4 P-4 P-4 P-4 M 1-I6HT FIXTURE, DALTILE 12x24 — RE: EL EG EXH1151TION EXIO N/ LATIGRETE GROUT #60 ION METALS - — TILE 1-1/2"x6" IM02 L =ic a =icy =1cv L� K K J 1 NOMEN'S RESTROOM ELEVATION J9 WOMEN'S RESiTROOM ELEVATION J 16 NOMEN'S RESTROOM ELEVATION ��gll�Il_�ll J OALTILE 12x24 — DALTILE GAFRIGE H -5-q EXHIBITION EXIO-4-4 1=165, W/ B05TIK5 LIGHT FIXTURE —� W/ LATIGRETE GROUT DIAMOND — RE: ELEG GROUT #60 H600 ION METALS LIGHT FIXTURE TILE 1 1/2'lx6'l 4 O RE: EL EG I M02 - _ -o C G < F=RAMED MIRROR o SLOAN VALVE -icv -1c c -ICY C. J EXF-111.500.000 uun -- SLOAN SINK 5Y5Ti=M D56-82000, NIGi +T 5KY _FJ F _ F — SLOAN TOILET 5T-2013-1.6 E1 MEN'S RESTROOM ELEVATION E9 NOMEN'S REST ROOM ELEVATION. E 16 NOMEN'S RESTROOM ELEVATION E 5/g l� I l -Oil E -> -5 -5 DAL -FILE D GAF'RIGE F166 W/ p-5 BO5TIK5 P-5-5 GROUT ON'(X LIGHT FIXTURDALTILE 12x24 —� H68o RE: EIL�G — EXHIBITION EXIO LIGHT FIXTURE, w/ LATIGRETE RE: ELEG GROUT #60 ION METALS TILS — _ ION METALS ire 1-1/2"x6" IMO2 TILE 1-1/2"x6' C I M02 — FRAMED MIRROR L-- — SLOAN VALVE ° - -irc - icv - EXl=-2-11.500.000 ' h r� -- — _:- SLOAN 51NK 5Y5TEM �n PSG -82000, NIGHT 5KY DALTILE 12x24 E E3 __ EXHIBITION EXIO W/ _ 5LOAN TOILET SLOAN TOILET SLOAN WATERFREE TEL LATIGRETE GROUT 5T-2013-1.6 5"F-2015-1.6 WE5-2000 #6O A 1 MENS RESTROOM ELEVATION A9 MEN'S RESTROOM ELEVATION AMEN'S RESlTROOM ELEVATION A /all= 11_011 5/B II --7;1 I1-011 11= I1_0II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 1 18 19 20 1 21 1 22 1 23 24 I R i' -o R VOLGA BLUE GRANTE, OGEE GLASS TILE AS SGHEDULED EDGE ®PERIMETER. 2'-8" 2'-8" P -LAM FACE PROVIDE (5) HAFELE 2'-1" 1 - SINK, RE: PLUMB 2" BRUSHED NICKEL GROMMETS - 3/4" PLYWOOD 3/4" PLYWOOD 2'-0" (REFER TO PLAN FOR Q AZUL ARAN GRANITE _ LOGATIONS) (� GOUNTERTOP, EASE EDGE F.R. BLOGKING - VOLGA BLUE GRANTE, OGEE VOLGA BLUE GRANTE, OGEE F.R. BLOGKING VOLGA BLUE GRANTE, OGEE F.R. BLOGKINO ED- P -1 +� EDGE 0 PERIMETER I C-DGE a PERIMETER GE ERIME'rER y —1 -1 5/411 3/4 PLYWOOD 3/4 REGES5ED BRUSHED l= l_ HAFELE DOOR PULL 104.08.000 � \ ALUMINUM REVEAL r O 1 II 'I P -LAM DOOR P -LAM FAGS STEEL COUNTERTOP STEEL GOUN'rERTOP P Q) c+ cy BRAGKET, POWDER BRAGKET, POWDER _ + w E) GDAT ED ? r+ F.R. BLOGKING c`+ - BRUSHED ALUMINUM GOATE+ CURVED SIGN WITH LASERGUT LETTERS - F.R.�LoGKING �+ BACK LIGHT W/ LE - - ` TAPE LIGHTS. N P -LAM FAGS - - P -LAM FACE N �- BASE AND FLUOR ~�- BASE AND FLOOR \` BASE AND FLOOR A5 BASE AS SGHEDULED BASE AND FLOOR AS S AS r HEDULED SGHEDULED 5C,HEDULED r r r AS SGHEDULED M 1 COFFEE E3AR SECTION (SINi<) M7 GSR REGEFT Off! DESK M 13 GSR REC-ZFT1 ON DESK M 19 CSR RECEPTION DESK M1111 1 I' -o" I I' -o" M GLASS TILE AS SGHEDULED 1/4 CLEAR GLA5� �' �- HAFELE BRUSHED NICKEL '�- P -LAM TOP W/ PVG EDGE GRUMMET BOTH DESKS) BARREL BANDING TO MATGH 2'-6" 2'-6" — VOLGA BLUE GRANITE TOP L AZUL ARAN GRANITE HINGES L GOUNTERTOP, EASE EDGE AND BAGKPI_ASH, EASE EDGE (3) RECESSED CAM LOCKS _ ----�-_. F.R. __ F.R. PERIMETER - 1 � BLOCKING = VOLGA BLUE GRANITE 'TOP Bl_UGKING — - _ -� r� _r � � �+ AND BAGKPL.ASH, EASE EDGE tr cv = PERIMETER - P -LAM FALSE FRONT .......... .--.. = 1 B�.AGK + cv HAFELE DOOR PULL 104.08.000 FELT P -LAM DOOR - P -LAM DOOR P -LAM c� ALL 1 -HAFELE DOOR PULL STEEL COUNTERTOP -- - — - P -LAM DRAWERS BRAGKE"f, POWDER ,;-- HAFELE DOOR PULL K _ I 1 r+ EXF05ED _ 104.08.000 = _ =t - O I c + SURFACES �;+ O GOATEE) _ 104.08.000 K r� �+ - N � OWNER PROVIDED REFRIGERATOR AJUSTABL`E SHELF BASE AND FLOOR AS SGHEDULED — _ J BA5E AND FLOOR A5 BASE AND FLOOR AS BASE AND FLOOR AS SGFfEDULED 5C,HEOULED SGHEDULED GOFFEE E3AR SEGTI ON(FRIDGE)H7 BELAY, GASE SECT O H 13 FILOT'S LOUNGE DESK -SEGT ON H 19 FILOT'S LOUN5E DESK SECTION 11 H1 H o GLASS TILE AS SGHEDULED 21 11 2'-2" STAINLESS STEEL TOP 2'-2 (MUST BE REMOVABLE TO AZUL ARAN GRANITE RECEIVE 3 -FORM STAINLESS STEEL TOP G GOUNTERTOP, EASE EDGE _ COMPONENTS) (MUST BE REMOVABLE TO A ATE �— RECEIVE 3 F R - � - - •-_ - l -�� TALL L MIN GAP ..._..._...._ T 1 _�- - - \ GOMPONENT5) +_ ca 4" TALL LAMINATE TRIM TO - - - = P -LAM DRAWERS ALIGN WITH CORRIDOR CHAIR 5 -FORM GHROMA -- r 2 LAYERS OF 5/4" P -LAM FADE 2 LAYERS OF 3/4" HAFELE DOOR PULL RAIL rah A.F.F. PANEL AND LIT PLYWOOD PLYWOOD 104.08.000 REFLEGTIVE PANEL _ (TRAN5AGTION 600.16) `y HAFELE DOOR PULL HAFELE DOOR PULL. 04.08.000 104.0b.000 F� F C) _ _ - t - —ADJUSTABLE SHELF cv e w ADJUSTABLE SHELF �� cv 1 P -LAM DOOR FI -LAM DOUR _. -_ _� RAPBET AT BOTTOM - BASE AND FLOOR AS - BASE AND FLOOR AS < I" REGE55ED BRUSHED EDGE AND 51DES TO - l/SGHEDULED - �� SGHEDULED ALUMINUM REVEAL. AGGEPT 3 -FORM PANEL � J 3"� 3" 5 E E ......_.................................... BASE AND FLOOR AS SGHEDULED U cry CJ D 1 COFFEE BAR 5EGTION (DRAWERS) D 13 GAFF GOUNTER 5EGTION D 19 GA COUNT SGT ON RECESSED BRUSHED 3'-6" 1 3'-6" 11-211 - ALUMINUM REVEAL ;�::F-c�crc�t+-c-•�-t-�:: -e�-c�-c�-+Tn::�-�-�-�-t� I crs=.-cF-.: :: - .. .. .�.�-�-c�-cs-cs-:: o 0 0, G� o G) a Q o o o G 0- G� Ga .G) � � 0 ca 0 ca c� � ca o t s 0 ca c STAINLESS STEEL TOP A.P.F. e�c�c�e�e�c3ccac�c�e�c�e+elac>c�c�e�cac�cic+c�c�c�r�cac�c�r�c __cvr�cscac�Ga�>(D00000a TO(MUST EGEREMOVABLE C +Y� WRAP EXISTING PILASTERS 1 - TO RECEIVE 3 FORM C _ w ci ! .. ��cvcac�caG�GaoQ � �G>oGaGaG7 I ocaoG�cac.�GaGrG7a��c��c�G; � COMPONENTS) �— 1/4" SEEDED GLASS WITNP-LAMUN5/8"MDF ? � a >0I'D 0G+GG)G7ou(000GD �(D I G)�Gi(Dc)0c 000G)oouc>c. � ADJUSTABLE SHELF PANELS . Ea c+ U C.) 0 G G) (D i CD (D . C) 0 0 C) 0 o c) c� c3 c) C-) 0 � Gaoc ��tvoG>ooQuca� lacacaca+�c�GaG+ca cacaocacac� 3-FORMGHROMA PANEL AND LIT c�c�G+ oG�c�c+c+caocaoE�G�c tc5 Q ac�crc�c+00E)Eae)c�Gzczc TALC LAMINATE BASE ; - REPLEGTIVE PANEL HAFELE DOOR PULL :Lf 3S r�� r.:::i c� t r..7 t.� c t n r t t Lf mdS .. - ._.._._... .. .. .: 600 I - _ 104.D8.000 - --- (TRANSACTION .16) J - <— P -LAM FADE m FLOOR AS SGHEDULED B B...... ._... P -LAM GABINET AND DOOR UNDER GABINET LIGHTING, RE: In ELEG - BASE AND FLOUR A5 Al GOFFEE BAR SEGTION (UPPEIR) A7 PILASTER SECTION A 13 GAFF GOUNTER ELEVATI ON SGHEDULED A 111=11-011ED - I =o A 1 12 13 14 5 16 7 18 19 110 112 114 115 116 117 118 119 120 121 122 123 24 L 0 P N 9 L K J H G F E 30TTOM OF EXIT 5TRUGTURE A30V DEFLECTION TRA( D G �D 16 17 1,8 19 20 21 22 23 24 77- LINEMAN o o G �7PEN OFFICE — CI` PA55ENGER 100 LOUNGE I o 0 0 104 0 0 o o 12'-0" BOTTOM. OF EX15- STRUGTURE ABOV DEFLECTION TRA( 12'-0' A.F.F. AGOUST16AL GEILIN( A5 5GHEDULED STUD FRAMING @ 16" O.G. �MATGH WIDTH OF F7 7 (� L I `l(/ SEGT O I `l DETAIL EXST'G GYP COLUMN BOTTOM OF EXIS" 5TRUGTURE ABOV DEFLEGTION TRA( A.F.F. I EXST'G LAY -IN A.F.F. AGOUSTIGAL GEILING TILE ' I I CEILING AGOUSTIGAL GEILIN( A5 5GHEDULED I ( I A5 5GHEDULED _ 5/8" 6YP. BD. ON 3-5A5" METAL 5/b GYP, BD. ON 5 - STUD FRAMING @ 16" O.G. - STUD FRAMING @ 16 A.F.F. il'-2 1/2" ±I'-2 1/2 MATGH WIDTH OF MATCH WIDTH OF Al � L I y, G 55 f ON DETAIL ETAI irXST'G GYP COLUMN A7 C.E I L I I VG SECT I OI `l DETAIL EXST'G GYP COLUMN 1 12 13 14 15 16 17 18 19 110 11 NO WORK IN NC WORK N TH15 AREA o- _ - - JAN�OR o ° 111-611 A.F.F. FNC-) /�V F 0 0 N J X Fo HALL SCONCE LIGHT FIXTURE - C� E o REGES SED GAN LINEAR LIGHT FIXTURE - PENDANT LIGHT FIXTURE FLOURS5GEN'1- LIGHT FIXTURE EXHAUST FAN GRILL _ D SUPPLY DIFFUSER :FIT � LAY -IN GEILINCC �--- C�YP. ED. GEILINC PULL-DOWN LADDER CEILING GENERAL. NOTES: I. GONTRAGTOR TO USE WATER RESISTANT GYPSUM BOARD IN ALL NET AREAS. 2. ALL SPRINKL.ER HEADS, SPEAKERS, RECESSED LIGHTS, SMOKE AND THERMAL DETECTORS, ETG. SHALL. DE CENTER IN AGOUSTIC.AL GEIL.ING TILE OR TEGTUM TILE, UNLE=SS NOTED OTHERWISE. 3. AL -L CEILING ORIDS SHALL BE CENTER IN ROOMS UNLEE55 NOTED OTHIERWISIf. _ — — - — O.I 4. IN AGOUSTICAL GE -IL INC TILE PROS/IDE EXPOSED TEE GRIDS AROUND EI_EGTRIC,AL FIXTURES, MECHANIGAL GRILI-ES, DIFFUSERS, ETC,. B 5. IN AREAS NI TH EXPOSED STRUCTURE GC I L I NC 5 GOORD I NATE EXACT 0.2 O. LOCATIONS OF MEGHANIGAL ORILLS, DUCTWORK, AND ELEGTRIGAI_ FIXTURES WITH 'EAGH RESPECTIVE GONTRAGTOR. 6. GONTRAGTOR 15 TO BLOCKING AE30\/E GEILINC FOR ALL HVAC DRILLS AND DIFFUSERS,AND EL-ECTRIGAL FIXTURES AND DEVIGES: A l 3 REFLECTED GEILIN5,PLAN 13 L�114 15 1 6 17 18 19 20 21 22 23 24 R N L K H G I5 �6 I7 I8 19 X10 I4 �D 16 17 1,8 19 20 21 22 23 24 77- LINEMAN o o G �7PEN OFFICE — CI` PA55ENGER 100 LOUNGE I o 0 0 104 0 0 o o 12'-0" BOTTOM. OF EX15- STRUGTURE ABOV DEFLECTION TRA( 12'-0' A.F.F. AGOUST16AL GEILIN( A5 5GHEDULED STUD FRAMING @ 16" O.G. �MATGH WIDTH OF F7 7 (� L I `l(/ SEGT O I `l DETAIL EXST'G GYP COLUMN BOTTOM OF EXIS" 5TRUGTURE ABOV DEFLEGTION TRA( A.F.F. I EXST'G LAY -IN A.F.F. AGOUSTIGAL GEILING TILE ' I I CEILING AGOUSTIGAL GEILIN( A5 5GHEDULED I ( I A5 5GHEDULED _ 5/8" 6YP. BD. ON 3-5A5" METAL 5/b GYP, BD. ON 5 - STUD FRAMING @ 16" O.G. - STUD FRAMING @ 16 A.F.F. il'-2 1/2" ±I'-2 1/2 MATGH WIDTH OF MATCH WIDTH OF Al � L I y, G 55 f ON DETAIL ETAI irXST'G GYP COLUMN A7 C.E I L I I VG SECT I OI `l DETAIL EXST'G GYP COLUMN 1 12 13 14 15 16 17 18 19 110 11 NO WORK IN NC WORK N TH15 AREA o- _ - - JAN�OR o ° 111-611 A.F.F. FNC-) /�V F 0 0 N J X Fo HALL SCONCE LIGHT FIXTURE - C� E o REGES SED GAN LINEAR LIGHT FIXTURE - PENDANT LIGHT FIXTURE FLOURS5GEN'1- LIGHT FIXTURE EXHAUST FAN GRILL _ D SUPPLY DIFFUSER :FIT � LAY -IN GEILINCC �--- C�YP. ED. GEILINC PULL-DOWN LADDER CEILING GENERAL. NOTES: I. GONTRAGTOR TO USE WATER RESISTANT GYPSUM BOARD IN ALL NET AREAS. 2. ALL SPRINKL.ER HEADS, SPEAKERS, RECESSED LIGHTS, SMOKE AND THERMAL DETECTORS, ETG. SHALL. DE CENTER IN AGOUSTIC.AL GEIL.ING TILE OR TEGTUM TILE, UNLE=SS NOTED OTHERWISE. 3. AL -L CEILING ORIDS SHALL BE CENTER IN ROOMS UNLEE55 NOTED OTHIERWISIf. _ — — - — O.I 4. IN AGOUSTICAL GE -IL INC TILE PROS/IDE EXPOSED TEE GRIDS AROUND EI_EGTRIC,AL FIXTURES, MECHANIGAL GRILI-ES, DIFFUSERS, ETC,. B 5. IN AREAS NI TH EXPOSED STRUCTURE GC I L I NC 5 GOORD I NATE EXACT 0.2 O. LOCATIONS OF MEGHANIGAL ORILLS, DUCTWORK, AND ELEGTRIGAI_ FIXTURES WITH 'EAGH RESPECTIVE GONTRAGTOR. 6. GONTRAGTOR 15 TO BLOCKING AE30\/E GEILINC FOR ALL HVAC DRILLS AND DIFFUSERS,AND EL-ECTRIGAL FIXTURES AND DEVIGES: A l 3 REFLECTED GEILIN5,PLAN 13 L�114 15 1 6 17 18 19 20 21 22 23 24 R N L K H G 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 211 PSR 2.1 PER - SCHEDULE n. SCHEDULE I_ _ < EQ. 1 EO. HOLLOW METAL i �i (.a / / FRAME, PAINT jL HOLLOW METAL n_ MOOD TRIM. // FRAME, PAINT FRAME, PAINT a q INTERIOR CLEAR (A E5/A1.1 GLAZING — Q Q fr TYPE I TYPE 2 —� P 13 FRAME TYPES P 19 W NDON TYFES P 1/" -1 _p11 I/4"=1' -O" P ` N PER PER SGHEDULEI., 5GHEOULE all TEMPERED b"X8" GRAPHIC BRAILLE SIGN. GLAZING, AS SGHEDULED �� INSULATED GLASS m M LETTER HEIGHT' WITH GRADE PANEL — 2 DOMED SHAPED BRAILLE. C� a4i au DOTS SHALL DEO.G. IN — WIDE STILE !l w TAL ROUTED PLASTIC SIGN 10 — — — E— - HOLLOW MEa WOOD DOOR; EXISTING WOOD n EACH CELL WITHio ` FAGE5 HOLLOW METAL ALUMINUM DOOR FRAME; L .� J w DOOR, PAINT SARK BROWN OR BLACK ---_ �/ BETWEEN GELL5. DOTS SHALL A5 5GHEDULED 41/(MATGH EXISTING) �n PAINT. MATCH DOOR, PAINT. EXISTING BE RAISED �" ABOVE THE _ RAISED 132"--..."�-- 5TILE5/PANEL5 / �--- .,RESTROOM RESTR00 DAGKGRouND GRADE 2 c3RAILLE SEALANT TYPIGAL — - L BELOW LETTERING a s o a o 0 00 o a o 0 0o BOTH SIDES o000 0 0 00 ROUTED PLASTIC SIGN L 8"X8" GRAPHIC BRAILLE SIGN. 8" DARK BROWN OR BLAGK TYPE G TYPE B TYPE A LETTER HEIGHT WITH GRADE 2 DOMED SHAPED BRAILLE. DOTS RAISED 1/3211 SHALL BE �11 O.G. IN EACH CELL GRADE 2 BRAILLE WALL FINISH PER WITH �o" SPAGES BETWEEN GELL5. 5. ETTERING SGHEDUI_E BELOW L_ /� ` DOTS SHALL BE RAISED 4O" GYP. BD. ON METAL K 1 3 DOOR T I,/ FE� ABOVE THE BAGKCGROUND STUD FRAMING K K TI()' -A 114" F�V. i -.V. A5 REGUIRED G HOLLOW METAL FRAME — _ I x 4 WOOD r � � HOLL OW METAL -FRAME FRAME, PAINT A5 SGHEDIJLI~D — — — — A5 SGHEDULED L- - — — — -- TYPE- G TYPE B TYPE E — ALUM. STOREFRONT ALUM. STOREFRONT ALUM. STOREFRONT W/ I" INSULATED W/ I" INSULATED W/ I" INSULATED GLAZING GLAZING GLAZING GLAZING, AS SGHEDULED DOOR, A5 5GHEDULED [' /� I- 13 STOREFRONT ELEVATIONS GLAZING 5A515 -OF DESIGN: SOLARBAN 1150LARGOOL" REFLEGTIVE CiLA55 W/ U-FAGT0R.21/•21 T= TEMPERED GLAZING 1/411 I �_p11 AND SHGG OF Q2, MATGH EXISTING COLOR/PINT 4 REVIEW SAMPLE WITH ARCHITECT. F ^ F DOOR, AS SGHEDULED — — V E 1 WOOD DOOR JAMS E5 H.M. NI NPOW JAMS E91 H.M. DOOR JAMS GYP. BD. ON METAL T GYP. BD. ON METAL GYP. BD. ON METALF V STUD FRAMING - STUD FRAMING - I STUD FRAMING WALL FINISH PER METAL STUD BOX METAL STUD BOX SGHEDUL EHEADER HEADER METAI '_TDD BOX `� DOOR, 5T�F��UL J 1 NEVI RE5TOOM SIGNAGE H.M. WINDON SILL EO. Ea. 1L 31_0" tt) DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FIN15H GLAZING JAMB i-- HARDWS RE T T G - GYP. BD ON METAL MATGH EXISTING -- ALUMINUM MATGH EXISTING (MAGTH EXISTING) INSULATED/TEMPERED 116 3'70" x T -O" GYP. BD. ON METAL -- HOLLOW METAL PAINT I HOLLOW METAL V -- E�/A7.1 AW/All 2 130 3'-O" x 7'-U" A -- WOOD STUD FRAMING 2 WOOD PAINT GYP: BD. ON METAL EI/A1.1 AI/A� .I :' 131 STUD FRAMING B -- HOLLOW METAL PAINT I HOLLOW METAL WALL FINISH PER -- ''!; A1/A1.1 STUD FRAMING - WALL FINISH PER BOTH SIDES o SCHEDULE A5 REQUIRED WALL FINISH PER ` 1 SCHEDULE ; C H DOUBLE METAL STUDS, HOLLOW METAL FRAME r SCHEDULE FL I + FURNISH WEATHER -:STRIPPING AT ALL EXTERIOR DOORS. FRAME, PAINT AS SGHEDULED _ TYP. o ALL JAMBS A5 SGHEDULED r — — — — DOUBLE METAL STUDS, — — — — -T DOOR HARDWARE SCHEDULE: SET #1 SFT #2 SET #3 TYP. @ ALL JAMB5 ---� GONTINUOUS HINGE GFM15HD1 PE 3 HINGES TA2`I14 4 1/2" x 4 1/2" 3 HINGES TA2714 41/21' x 4 1/2" DOUBLE METAL STUDS, GLAZING, AS 5GHF-PULED DOOR, A5 SGHEDULED I LOCK5ET TBD I STOREROOM LOGKSET SGHLAGE L-SERIE5 H/ M61 LEVER U526D I PASSAGE LOGK5ET 5GHLA5E L-5ERIES H/ X61 LEVER U526D TYP, @ ALL JAM65 2 1 51JRFAGE GL05ER PR8501 681 NO SEALANT TYPIGAL 15ET WEATHER5TRIP BY DOOR MANUFAGTURER I KIGK PLATE- 1108 8" x 34" U532D/630 I FLOOR, STOP 440 U552D RO SEALANT TYPIGAL -' I CARD AGGE55 TBD I WALL STOP 401 U552D RO I GA5KETIN5 588D PE BOTH SIDES B DOOR, A5 56HEDULED BOTH 51DE5 I GASKETING S88D PE WOOD BLOCKING \ A 1 WOOD DOOR HEAD A5 H.M. W NDO�1 HEAD A9 H.M. DOOR HEAD A 13 DOOR, 5C HEPULE AND HARDNAR NOTE - A5 REGUIRED G HOLLOW METAL FRAME — _ I x 4 WOOD r � � HOLL OW METAL -FRAME FRAME, PAINT A5 SGHEDIJLI~D — — — — A5 SGHEDULED L- - — — — -- TYPE- G TYPE B TYPE E — ALUM. STOREFRONT ALUM. STOREFRONT ALUM. STOREFRONT W/ I" INSULATED W/ I" INSULATED W/ I" INSULATED GLAZING GLAZING GLAZING GLAZING, AS SGHEDULED DOOR, A5 5GHEDULED [' /� I- 13 STOREFRONT ELEVATIONS GLAZING 5A515 -OF DESIGN: SOLARBAN 1150LARGOOL" REFLEGTIVE CiLA55 W/ U-FAGT0R.21/•21 T= TEMPERED GLAZING 1/411 I �_p11 AND SHGG OF Q2, MATGH EXISTING COLOR/PINT 4 REVIEW SAMPLE WITH ARCHITECT. F ^ F DOOR, AS SGHEDULED — — V E 1 WOOD DOOR JAMS E5 H.M. NI NPOW JAMS E91 H.M. DOOR JAMS GYP. BD. ON METAL T GYP. BD. ON METAL GYP. BD. ON METALF V STUD FRAMING - STUD FRAMING - I STUD FRAMING WALL FINISH PER METAL STUD BOX METAL STUD BOX SGHEDUL EHEADER HEADER METAI '_TDD BOX `� DOOR, 5T�F��UL NO. DOOR SIZE EO. Ea. 1L 31_0" tt) DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FIN15H GLAZING JAMB i-- HARDWS RE T T G - ALUMINUM MATGH EXISTING -- A5 REGUIRED G HOLLOW METAL FRAME — _ I x 4 WOOD r � � HOLL OW METAL -FRAME FRAME, PAINT A5 SGHEDIJLI~D — — — — A5 SGHEDULED L- - — — — -- TYPE- G TYPE B TYPE E — ALUM. STOREFRONT ALUM. STOREFRONT ALUM. STOREFRONT W/ I" INSULATED W/ I" INSULATED W/ I" INSULATED GLAZING GLAZING GLAZING GLAZING, AS SGHEDULED DOOR, A5 5GHEDULED [' /� I- 13 STOREFRONT ELEVATIONS GLAZING 5A515 -OF DESIGN: SOLARBAN 1150LARGOOL" REFLEGTIVE CiLA55 W/ U-FAGT0R.21/•21 T= TEMPERED GLAZING 1/411 I �_p11 AND SHGG OF Q2, MATGH EXISTING COLOR/PINT 4 REVIEW SAMPLE WITH ARCHITECT. F ^ F DOOR, AS SGHEDULED — — V E 1 WOOD DOOR JAMS E5 H.M. NI NPOW JAMS E91 H.M. DOOR JAMS GYP. BD. ON METAL T GYP. BD. ON METAL GYP. BD. ON METALF V STUD FRAMING - STUD FRAMING - I STUD FRAMING WALL FINISH PER METAL STUD BOX METAL STUD BOX SGHEDUL EHEADER HEADER METAI '_TDD BOX `� DOOR, 5T�F��UL NO. DOOR SIZE DOOR TYPE LABEL DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FIN15H GLAZING JAMB HEAD HARDWS RE IUO 3'-O" x �'-O" G -- ALUMINUM MATGH EXISTING -- ALUMINUM MATGH EXISTING (MAGTH EXISTING) INSULATED/TEMPERED 116 3'70" x T -O" 3 -- HOLLOW METAL PAINT I HOLLOW METAL FAINT -- E�/A7.1 AW/All 2 130 3'-O" x 7'-U" A -- WOOD PAINT 2 WOOD PAINT -- EI/A1.1 AI/A� .I 5 131 3'-0" x 1'-0" B -- HOLLOW METAL PAINT I HOLLOW METAL PAINT -- E1/A1.1 A1/A1.1 2 — HEADER WALL FIN15H PER WALL FINISH PER SCHEDULE DOOR FIARDWARE NOTES: SCHEDULE • RESTRUFIT REPLACE ALL EXISTING INTERIOR DOOR HARDWARE WITH SGHLAGE L -SERIES 4 M61 LEVER IN U526D FINISH. SEALANT TYPIGAL ALL THRESHOLDS SHALL HAVE NATUAL MILL FINISH ALUMINUM, ALL OTHER HARDWARE SHALL HAVE U526D FINISH. BOTH SIDES • ANY MISGELLANEOUS HARDWARE FURNISHED BY OWNER 15 TO BE INSTALLED BY G.G. SEALANT TYPIGAL+ (DOORS HARDWARE) HANDLES, PULLS, LATGHE5, LOGKS AND OTHER OPERATING DEVIGES ON AGGESSIBLE DOORS SHALL HAVE A SHAPE THAI' 1.5 EASY TO C�RA5F WITH ONE HAND AND DOES NOT REQUIRE TIGHT WOOD BLOCKING BOTH SIDES GRASPING TIGHT PINGHING OR TWISTING OF THE WRIST TO OPERATE, LEVER-MEGHANISM5, PUSH -TYPE MEGHANISMS AND U -SHAPED HANDLES ARE AGGEPTABL E DE51GN5, ADA COMPLIANT. G.G. TO VERIFY EXIT DOOR HARDWARE MEETS BUILDING GODS RE OUIREMENT5 WITH LOG AL BUILDING OFFICIAL PRIOR INSTALLATION. REFER TU GORE PLAN FUR OWNER PROVIC7ED KEY CARD ACCESS LOGA'1 IONS. A5 REQUIRED 1 .............. 1 �' FURNISH TREATED WOOD �3LOGKING aEHIND ALL WALL. MOUNTED DOOR STOPS. C I x 4 WOOD HOLLOW METAL FRAME r HOLLOW METAL FRAME: FL I + FURNISH WEATHER -:STRIPPING AT ALL EXTERIOR DOORS. FRAME, PAINT AS SGHEDULED L A5 SGHEDULED r — — — — — — — — -T DOOR HARDWARE SCHEDULE: SET #1 SFT #2 SET #3 GONTINUOUS HINGE GFM15HD1 PE 3 HINGES TA2`I14 4 1/2" x 4 1/2" 3 HINGES TA2714 41/21' x 4 1/2" GLAZING, AS 5GHF-PULED DOOR, A5 SGHEDULED I LOCK5ET TBD I STOREROOM LOGKSET SGHLAGE L-SERIE5 H/ M61 LEVER U526D I PASSAGE LOGK5ET 5GHLA5E L-5ERIES H/ X61 LEVER U526D I DOOR GLOSER UNI1500 2018D 6111 681 No I SURFAGE GL05ER PR85U1 681 NO 1 51JRFAGE GL05ER PR8501 681 NO 15ET WEATHER5TRIP BY DOOR MANUFAGTURER I KIGK PLATE- 1108 8" x 34" U532D/630 I FLOOR, STOP 440 U552D RO I CARD AGGE55 TBD I WALL STOP 401 U552D RO I GA5KETIN5 588D PE E B DOOR, A5 56HEDULED I GASKETING S88D PE A 1 WOOD DOOR HEAD A5 H.M. W NDO�1 HEAD A9 H.M. DOOR HEAD A 13 DOOR, 5C HEPULE AND HARDNAR NOTE - ��011 f A 11-11-011 3"= I' -o" ��®I NTS 12 3 4 5 6 7 8` 9 10 1 1 1 2 13 14 15 1 6 17 18 1 9 20 21 22 23 24 DESIGN INFORMATION -FLORIDABUILDING CODE AS ADOPTED AND/UR 1. BUILDING CODE: 2U1U FLOR AMENDED BY LU CAL BUILDING CODES. 2. ROOF DEAD LOAD (PSF): 5 ROOF LIVE LOAD / SNOW LOAD (PSF): 20 3. MEZZANINE DEAD LOAD (PSF): 10 (PSF): F MEZZANINE LIVE LOAD (PSF). �0 4. W IND LOAD: A. BASIC WIND SPEED (MPH, 3 SECOND OUST): 134 B. WIND LOAD IMPORTANCE FACTOR, I = 1.0 G. WIND EXPOSURE: C 5. EARTHQUAKE DESIGN DATA: A. SPECTRAL RESPONSE COEFFICIENT, Ss - 7.95% B. SPECTRAL RESPONSE COEFFICIENT, S1 = 3.97% C. SEISMIC USE GROUP: I U. SITE CLASS: A E. BASIC STRUCTURAL SYSTEM: 1) STEEL FRAME F. SEISMIC RESISTING SYSTEM: 1) STEEL MOMENT -RESISTING FRAME G. RESPONSE MODIFICATION COEFFICIENT: 1) R = 2.00 H. DEFLECTION AMPLIFICATION FACTOR: 1) Cd = 2.00 I. SYSTEM OVERSTRENGTH FACTOR: 'I) OMEGA= 3.00 J. SEISMIC ANALYSIS PROCEDURE: 1) EQUIVALENT LATERAL FORCE PROCEDURE GENERAL 1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL N AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 4. OPENINGS IN SLAB OF 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND ON DRAWINGS FOR SUCH OPENINGS. MECHANICAL STRUCTURAL M 5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LUAU IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY L OFTHE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 7. UNLESS OTHERWISE NOTED, FIREPROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. REFER L TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATING REQUIREMENTS, FIRE PROOFING METHODS AND MATERIALS. �ION�� . 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 9. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CQNTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY THE ARCHITECT/ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE ARCHITECT/ENGINEER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ARCHITECT/ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. K 10. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE _ DEFICIENCIES, OMISSIONS, CONTRADICTIONS, BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE ARCHITE(,,T/ENGINEER BEFORE THE AFFECTED WORK PROCEEDS. 11. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND THE SPECIFICATIONS OF THIS PROJECT PER SPECIAL INSPECTION TABLE THIS SHEET. J SPECIAL FREQUENCY CODE INSPECTION TASK CONT PERIODIC REFERENCE A. SOILS 1) VERIFICATION OF SOILS X IBC SECTION 1704.7 2) EXCAVATION AND FILLING X IBC SECTION 1704.7 H B. PIERS �. 1) DRILLED PIERS AND PILES IBC SECTION 1704.8-9 C. REINFORCED CONCRETE 1) PLACEMENT OF REINF STEEL X IBC TABLE 1704.4 2) PLACEMENT OF REINF CONC X IBC TABLE 1704.4 G D. REINFORCED MASONRY 1) PLACEMENT OF REINF STEEL IBC SECTION 1704.5.2 2) PLACEMENT OF CMU &GROUT IBC SECTION 1704.5.2 E. STRUCTURAL STEEL 1) FIELD WELDING OF STR STEEL X IBC SECTION 1704.3 F 2) FIELD BOLTING OF STR STEEL X IBC SECTION '1704.3.3 3) STEEL FRAME INSPECTION X IBC SECTION 1704.3 FOUNDATIONS 1. UNLESS INDICATED ON THE PLANS OR IF SITE CONDITIONS REQUIRE OTHERWISE,FOUNDATION DESIGN SHALL BE BASED ON THE FOLLOWING ALLOWABLE BEARING PRESSURES: c c`. I C A. CONTINUOUS FOOTINGS: 2000 PSF B. ISOLATED FOOTINGS: 2000 PSF 2. ALL FOUNDATIONS TO BEAR ON ORIGINAL, UNDISTURBED SOIL OR FILL COMPACTED AND TESTEDTo CONFORM TU THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 3. ALL FOOTING EXCAVATIONS ARE TO BE APPROVED BY A GEOTECHNICAL ENGINEER BEFORE PLACING CONCRETE, 4. FOOTINGS SHALL EXTEND BELOW THE FROST LINE: MINIMUM DEPTH OF 36" BELOW GRADE. 5. UNLESS OTHERWISE NOTED ON THE PLANS OR IF SITE CONDITIONS REQUIRE OTHERWISE, FOOTINGS SHALL BE A MINIMUM OF 16" WIDE x 8" DEEP W/ (2) #4 BARS CONTINUOUS. 6. COLUMN PADS SHALL BE A MINIMUM OF 24" x 24" x 12" W/ (3) #4 BARS EACH WAY UNLESS OTHERWISE NOTED. 7. CONCRETE FLOOR SLABS -ON -GRADE SHALL BE A MINIMUM OF 4" THICK OVER A MINIMUM 4" BASE OF a/,ti" CLEAN GRAVEL. CONCRETE 1. ALL CONCRETE CONSTRUCTION To CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 -(MOST RECENT EDITION) AND ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301, UNLESS NOTED OTHERWISE. 2. ALL REINFORCING STEEL TO BE DETAILED IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." 3. CONCRETE MIX •ro CONFORM To THE FOLLOWING: A. FOR FOOTINGS, FOUNDATION WALLS,: 1) 3,500 PSI AT 28 DAYS 2) W/C RATIO = 0..50 (MAXIMUM) 3) SLUMP LIMIT = 4" (+/ '1") 4) AIR -ENTRAINED = 5%-7% B. FOR INTERIOR SLABS: 1) 4,000 PSI AT '28 DAYS 2) W/C RATIO = 0.4.5 (MAXIMUM) 3) SLUMP LIMIT = 4" (•+/- 1") 4) AIR -ENTRAINED = MAX. 3% 4. ALL REINFORCED STEEL TO BE ASTM A 615, DEFORMED. A. GRADE 40, #4 BAR & < B. GRADE 60, #5 BAR & % I AIVIAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 54108 P 815.994.5900 J 590'1 F / `eep►u�uuulq4j,, �`�, •� N 08 �•' • TE OF • e � 'o ��4�• FC DP.•• •tib ®®�. �F•.. •oR.••,•�G�� SS/O N A L � �0a°`°a> u a n►►►►►j00 Seal MILLI AI FBO SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. 0 Copyright 2013 AMAI Architecture ISSUED FOR: 4 Xr ENGINEERS 1600 Baltimore f --We. Suite 102 _ : _.__ _ .- __ _ — _ _ Kansas City, MO 64108 I I I I I I I I 5 Ph: 816.42'1.3222 ---- - — ------------------------------. _._. ..—..__—.__ ----. .._-------------- --_ .___._._ .._. _.__—_ _-.- - --- -- 3 17, 1 3/ „ www 0 Fax p 816ncj neera�rc�l�r �._. S1.2 1 —611 1.2 1 I 7'7 1 0 7�_5/8 53/8�� 33. � Ll � 131 HIGH 131 HIGH S3.1 - -- C1 B2 MID I C2 B2 MID 1 - a El - �_ _I fI -It M B3 I X53.1 53.0 1. r_..._._ C_ it I = I 1 I - YI -- - — - (Y') �� I ---- __ -- — =—�._ _- — -- - C2 C3 z ` I — - _— _ — -_._._ --- -- --- -- -- I I - I 51.2 _ _ _� -_ - _ - -------- ----- _ ..-.___ - _-__.._- _ __ _... _ _ . __.-_--___ _._ .______ - _.____-- __.__._ ----- .- --------------- -_ -----.-..-- --- -- � _ � _ _ _ I I I �2-�_ II ____i' ==UI �I IF IF Il\ IN IL I� -�� - � - - - � -- ---- - -------- _�. - ---- - � ---- -- - -�-- -- --- -- -=-- -.. --- ----.._�-- --___ _ _� _� _ _-� --- ---� -- ---- ��==�I�== - - ri----�ADDITION FRAM E AND CEILING STRUCTURE � N II�- SCALE %n�_ �_0�� J H i I I I I I I I I II 'j hJ0 E G J L N �R 5 T 'N CID� —' - U G i nr"'n-rinni pi oni SCALE Y32" = 1'-0" SHEET NOTES: E 1. DOUBLE MEZZANINE FLOOR JOISTS UNDER EDGES OF ALL MECHANICAL UNITS. REF. ARCH & MECH DRAWINGS FOR COORDINATION. 2. MATCH EXISTING WALL STUD DEPTH. IF DEPTH IN FIELD AND DEPTH SPECIFIED IN WALL CONSTRUCTION SCHEDULE DIFFER, CONTACT ENGINEER FOR FURTHER REVIEW. 3. JOIST BOXOUT FOR MECH. MEZZANINE ACCESS STAIR; COORDINATE LOCATION AND DIMENSIONS OF OPENING WITH ARCH. 4. SEE SHEET S1.0 FOR ADDITIONAL STRUCTURAL SPECIFICATIONS. 5. REF. ARCH. FOR ALL DIMENSIONS, EXTERIOR FINISHES AND E ADDITIONAL NOTES. DI CI BI A� A 7 1n JOIST SCHEDULE MARK JOIST SIZE/SPACING J1 800S162-43 @ 24" O.C. J2 362S162-43 @ 24" O.C. BOS = 12'-1%z" B2 WALL CONSTRUCTION SCHEDULE: C NEW INTERIOR BEARING WALLS: 3625162-43 (3%" x1%", -18 ga METAL STUDS) @ 16" O.C. (UNLESS NOTED OTHERWISE). L........ = EXISTING WALLS BEAM SCHEDULE MARK SIZE NOTES B1 HSS12x6x%6 BOS = 12'-1%z" B2 HSS6x6xYr, TOS = 8'-6" B3 C8x'11.5 BOS = 12'-7%2" B4 C8x11.5 BOS = 12'-7Y2" B5 (2) 60OS200-54 (2) %2" DIA. ANCHORS B6 (2) 8005162-43 C3 it LO L fJµ JMECHANICAL MEZZANINE 1.2 SCALE %4 = 1'-0" 1 1� ?0 121 22 123 24 t- I( IF J a gra Rs� e��gya �1 Rye '�� AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 04108 P 810.994.5900 / 5901 F �' � 808 ';• -k I ° o a ••, 6 ATE OF °+4� ""fillII I I 1 0111011 Seal MILLION AI FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Fllghtline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. © Copyright 2013 AMAI Architecture ISSUED FOR: OT. ;41 COLUMN SCHEDULE COLUMN MARK COLUMN SIZE BASE PLATE ANCHOR BOLTS CAP PLATE NOTES C1 HSS 6x6x%6 L -SHAPED BASE PLATE REF.7-52.0 4 O Y2" DIA. ANCHORS %z"x6"x0'-6" 1 C2 HSS 6x6x%5 BASE PLATE REF. 7-S2.0 (2) %2" DIA. ANCHORS %"x6"x0'-6" 1 C3 HSS 4x4x%5 %a"x4"x0'-10" (2) %2" DIA. ANCHORS %"x4"x0'-4" 1 NOTES: 1.) REF DETAIL 7-S2.0 FOR BASE PLATE INFORMATION it LO L fJµ JMECHANICAL MEZZANINE 1.2 SCALE %4 = 1'-0" 1 1� ?0 121 22 123 24 t- I( IF J a gra Rs� e��gya �1 Rye '�� AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 04108 P 810.994.5900 / 5901 F �' � 808 ';• -k I ° o a ••, 6 ATE OF °+4� ""fillII I I 1 0111011 Seal MILLION AI FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Fllghtline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. © Copyright 2013 AMAI Architecture ISSUED FOR: OT. ;41 JI r CII CI FI EI DI CI BI - - - - - - - -- -------------- _. e. - ---- - - - - - ------------- - -- ---- W WORK LOCATION PLAN SCALE %32" = 1'-0" SHEET NOTES: 1. ROOF SHEATHING: 5/8" NOMINAL WOOD STRUCTURAL PANEL (WSP) UNBLOCKED APA RATED 32/16 FASTEN WITH #10 TEK SCREWS, 6" OC EDGE AND 12" OC FIELD, ON FLOOR JOISTS (PER PLAN) 2. SUPPORT BOTTOM AND TOP OF HIPS WITH MIN. (3) 3623162-43 STUDS 3. ALL POSTS TO BE MIN. DOUBLE STUD (1 -TRIMMER & 1 -KING STUD) UNO. 4. BATHROOM CEILING AND MECH FLOOR SHALL BEAR ON EXISTING SLAB 5. SEE SHEET S1.0 FOR ADDITIONAL STRUCTURAL SPECIFICATIONS. 6. REF. ARCH. FOR ALL DIMENSIONS, EXTERIOR FINISHES AND ADDITIONAL NOTES. WALL CONSTRUCTION SCHEDULE: NEW FACIA/ROOF SUPPORT STUD WALL: 362S162-43 (3%" x 1%a" 18 ga METAL STUDS) @ 24" O.C.(UNLESS NOTED OTHERWISE). EXISTING WALLS BEAM SCHEDULE MARK SIZE NOTES B6 8005200-54 & 80OT150-54 BOX HIP NEW Z-PURLIN "8ZS2.25x065" NOTES C1 ROOF JOIST SCHEDULE MARK SIZE R1 600S162-54 @16" O.C. Z1 EXISTING Z-PURLIN "8ZS2.25x065" Z2 NEW Z-PURLIN "8ZS2.25x065" 0 d r7, 1 r R Q I 1nl III I 1 1� I 1ZL I 1 F, 1 F 1181-1034" _F P__ , ENGINEERS 1600 Baltimore Ave. Suite 102 Kansas City, MO 64108 Ph: 816.42'! .3222 Fax: 816.421.1050 vjmtaPex-engineers.conl F /�_1 ADDITIO S 1 a 3scALE /4" = 1�-0" N ROO F FRAMING PLAN F ............. ................... ... .... _.. ............... ....... - rn NEW HOODS TO BE SUSPENDED FROM a Z-PURLIN ROOF-- 110OD SU PENSION FR M -P RL IN S1 . SCALE %4" = 1' 0" 191 24 IF bw v F� RX @Y f S , �;�� 1A;k AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 64108 P 815.994.5900 / 5901 F ` TATE OF ••°O� 0 R IOP•• • ��'�,e"'�6 \ ��Iluu!!lPfpeO�e` Seal MILLIONAIR FBO a@ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. 0 Copyright 2013 AMAI Architecture ISSUED FOR: COLUMN SCHEDULE COLUMN MARK COLUMN SIZE BASE PLATE ANCHOR BOLTS CAP PLATE NOTES C1 HSS 6x6x%6 L -SHAPED BASE PLATE REF. 7-S2.0 (4) %2' DIA. ANCHORS %"x6"x0'-6" 1 C2 HSS 6x6xYG BASE PLATE REF. 7-S2.0 (2)'/z" DIA. ANCHORS 2"x6"x0'-6" 1 C3 HSS 4x4x%6 5/"x4"x0'-10" (2) %" DIA. ANCHORS 2"x4"x0'-4" 1 NOTES: 1.) REF DETAIL 7-32.0 FOR BASE PLATE INFORMATION 0 d r7, 1 r R Q I 1nl III I 1 1� I 1ZL I 1 F, 1 F 1181-1034" _F P__ , ENGINEERS 1600 Baltimore Ave. Suite 102 Kansas City, MO 64108 Ph: 816.42'! .3222 Fax: 816.421.1050 vjmtaPex-engineers.conl F /�_1 ADDITIO S 1 a 3scALE /4" = 1�-0" N ROO F FRAMING PLAN F ............. ................... ... .... _.. ............... ....... - rn NEW HOODS TO BE SUSPENDED FROM a Z-PURLIN ROOF-- 110OD SU PENSION FR M -P RL IN S1 . SCALE %4" = 1' 0" 191 24 IF bw v F� RX @Y f S , �;�� 1A;k AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 64108 P 815.994.5900 / 5901 F ` TATE OF ••°O� 0 R IOP•• • ��'�,e"'�6 \ ��Iluu!!lPfpeO�e` Seal MILLIONAIR FBO a@ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. 0 Copyright 2013 AMAI Architecture ISSUED FOR: RI DI CONCRETE GRADE BEAM CONTRACTOR OPTION IF REQUIRED 2" CLR TO FTG EL STD. 90 DEG HOOK REINFORCING SHALL BE THE //7SAME SIZE AND SPACING AS THE CONTINUOUS REINFORCING 3/4" DIA ANCHOR -� J-BOL"FS - O LO a. Q. TOP OF CONCRETE H w a C) r- w m TYPE 1 ANCHOR BOLT S`' COL i r I 1011 / 1 I� ENGINEERS _T '1600 Baltimore Ave. Suite 102 C Kansas City, MO 64108 0 0 Ph: 816.421.3222 Fax: 816.421.1050 -"� www.apex-engineers.corn HSS COL. PER SCHED -- �— F C3 - INT. COLUMN BASE PLATE AT EXISTING HJ rug . .. . �• TOP AND BOTTOM - - �"SCHED 1Y 1./11 )1-U11� �J HORIZ. REINF, TYP TO FTG EL HSS COL. PER o - _ o o SCHED 1%z" i— o- O— _ p d7 d ( pW LL p Q W REF SPLICE LENGTH TABLE p p �k ON S1.0 (BOTTOM) 1XII HSS CUL. PER REF SPLICE LENGTH TABLE CORNER REINFORCING TO Q SCHED STD. 90 DEG HOOK ON S1.0 (BOTTOM) MATCH HORIZ REINF SIZE AND C1 - CORNER COLUMN BASE PLATE C2 - COLUMN BASF_ PLATE AT EXISTING C2 - CENTER COLUMN BASE PLATE SPACING. PROVIDE SPLICE -- _ LENGTH PER SCHEDULE 9 TYPICAL CORNER REINFORCING 8 - TYPICAL FOOTING STEP 7 TYPICAL. BASE PLATE AND ANCHOR BOLL11� L �-S 2.O SCALE %4" = 1'-0" S2.0 SCALE %4" = 1'-0" 52.0 SCALE %4" = 1'-0" <I SAW -CUT MIN 1/4 x SLAB THICKNESS REF FOUNDATION PLAN FOR CONCRETE SLAB TO FIN FLR EL \I r REF PLAN .. X REF FOUNDATION PLAN FOR SUB BASE CONTROL JOINT DETAIL %Z' DIA x 1'4" SMOOTH REF FOUNDATION PLAN DOWELS AT 24" O.C. FOR CONCRETE SLAB OL TO FIN FLR EL _I REF PLAN X X X X X X REF FOUNDATION PLAN FOR SUB BASE CONSTRUCTION JOINT DETAIL 6 TYPICAL SLAB JOINTS j2 . Q SCALE %4" = 1'-0" EI EXISTING WALL -� REF FOUNDATION PLAN FOR CONCRETE D EXISTING FOUNDATION SLAB 0 Lu TO FIN FLR EL U1: REF PLAN X- —X1) (1 CO U� 7PR �o .i �,; U C; EFF FTG SCHED REF FTG SCHED ON S1.1 ON S1.1 FOR REINFORCING:; INFORMATION BI DRILL & EPDXY '1'-4" LONG #5 BARS MIN. 5" INTO EXISTING FOUNDATION AT 12" O.C. 3�NEW FOOTIN �.oSCALE %4" = T-0" A A [ �— G AT EXISTING C -7 1 Q I n 'S INTERIOR WALL S2.0 SCALE %4" = 1'-0" (1) #5 BAR CONT AT THICKENED SLAB EDGE REF FOUNDATION PLAN FOR o CONCRETE SLAB LU TO FIN FLR EL r1k REF PLAN LL W REF FTG SCHED ON S1.1 PERIMETER SLAB 52,0 SCALE %4" = 1'-0" 1 (1 111 1 7 1 FOW EXISTING WALL COLUMN REF PLAN REF FOUNDATION PLAN EXISTING FOUNDATION I ( FOR CONCRETE SLAB TO FIN FLR EL REF PLAN \,W �T U L LL OILL F / LU DRILL &EPDXY 1'-4" LUNG 1f5 REF FTG SCI iEU J"—. —REF F"I-G SCHED ON S'1.1 BARS MIN. 5" INTO EXISTING ON S1.1 FOR REINFORCING FOUNDATION AT 12" O.C. INFORMATION MATCH DEPTH OF EXISTING FOOTING COLUMN FOOTI N 52.0) SCALE %4" = 1'-011 G AT EXISTING FOW Gj GRADE BM COLUMN I REF PLAN REF FOUNDATION PLAN FOR CONCRETE SLAB REF ARCH FOR PAVING OR GRADE _ rO FIN FLR EL r REF PLAN LLJ C) .�" LLz O o 3" CLR- J. REF FTS SCHED— REF FTG SCHED ON S1.1 oN 51.1 FOR REINFORCING INFORMATION 1A 1 1F. 1 1r; �1 EXTERIOR FOOTING AT COLUMN S2.1 SCALE %4" = 1'-0" 1-7 �1R 1Q ?n I ?1 99 , 124 � � v 1 v v i v v 1 v 1 1 1 L � v � � .•• _ . I I1 - IC IF J I F �a.. AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 64108 P 816.994.5900 / .5901 F ........... N 6808 k o - %. -�yi . S f E OF F/ FSS/O NA L Seal MILLION AI FBO @a SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shal. remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. Copyright 2013 AMAI Architecture ISSUED FOR: f �i7 Ni MI LI KI JI HI GI FI EI DI CI BI PL %$"x3%2"x1'-0" STEEL PLATE %6"V MIRROR 36" CONNECTIONS I I 36" WHERE APPLICABLE PL %"x3%2"x0'-4" STEEL PLATE 4 STEEL BEAM TO COLUMN CONNECTION 53.0 1 Y211 ® 11.011 MIR CONNECTI WI- APPLID 3 INTERMEDIATE STEEL TUBE TO COLUMN CONNECTION x.13.0 1 Y211 1 1-011 O 0 FOUNDATION PER PLAN 2 STEEL FRAME ELEVATION S3.0 NOT TO SCALE )I A F 17 EXISTING EXTI WALL/GL J p' =MOMENT n- CONNECTION W d ER P y 4 S3.0 SIM. HSS BEAM PER PLAN HSS BEAM PER PLAN S3.0 SIM. ( 4 xx R i r — t' ENGINEERS w l '1600 Baltimore Ave. Suite 102 Q —^ Kansas City, MO F3 4108 r3 fir' Ph: 616.421.3222 L �.,I Fax: 316.421.1060 www.apex-erigineers.corn IP lrl� N CL fly' LLJ 0 It ("', i �) T 52.0 a 11n Ili 119 1 1'� ri- MAIN WA �S3.0)SCALE 1" =11-011 14 115 116 LL SECTION IM IL IK IJ 3 GA CONT. RIM RACK ATTACH TO OP TRACK w/ (1) #10 L EK SCREW @ 12" O.C. 16 GA CONT. TOP TRACK C. JDS; REF PLAN A CONT. TRACK ACH TO ANGLE w/ (2) TE -K SCREWS @ 12" O.C. F 3/16 N 2-'10 3/16 2-10 F .x%F; x CONT ACHMENT TO E 1r ' —1 19 �2CJ —T2 -�---122_ 123 24 �� 8 "I'll, 'dJ l ,w � 3 g Nall z v @M { � AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 64108 P 816.994.5900 / 5901 F ze o Y Gv $ o STATE OF ��''�.,��OF�s •' ;� 0 (SIU;:°�G�t;��e``. 2 S/ONA1 ',,ouuuuu»ys`ea Seal MILLION AIR FBO @ SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. 0 Copyright 2013 AMAI Architecture ISSUED FOR: I RI QI PI NI MI KI HI GI FI EI DI V —I 1 V REF. PLAN 'S-`,� BARI N ;3,1 % SCALE 1" = 1'-0' 16 ga CONT. RIM TRACK STUD WALL HEADER REF. PLAN WALL SECTION BEAM; REF PLAN— F L3x3x%4x0'-4" CLIP ANGLE I WITH %4" CONT FILLET WELD J BEAM; REF PLAN 3 3 CHANNEL TO BEAM CNXN S3,1 SCALE 1" = 1'-0" FLOOR SHEATHING REF. PLAN 16 ga CONT. RIM TRACK --------------- I I I I STUD WALL P I JOISTS I I REF. PLAN I I 4BEARING WALL SECTION S3° 1) SCALE 1" = 1'-0" BEAM; REF PLAN MIRROR CONNECTIONS ON BOTH SIDES OF TUBE yl 611 3 3,6If 3 EXISTING PURLIN L4x4x%6x0'-4" LONG CLIP ANGLE BOTH SIDES OF BEAM. BEAR EXISTING PURLIN ON CLIP ANGLE AND ATTACH WITH CONT. %4" FILLET WELD '2EXISTING S3,1 SCALE 1" = 1'-0" EXISTING EXTE WALL/GLA ENGINEERS 1500 Baltimore Ave. Suite 102 � Kansas City, MO 64.108 Ph: 8'10.421.3222 Fax: 816.421. •1050 www.Gipex-engineers.c;orrI NEW Z-PURLIN INSTALL PERPENDICULAR NEW Z-PURLIN -.,TO COMMON Z -PURLINS REF PLAN F REF. PLAN EXISTING ROOF EXISTING Z-PURLIN L3"x3"x%"x0'-3" ANGLE. ATTACH THROUGH CENTER OF Z-PURLIN WITH %" DIA. THRU BOLT TENSION ROD/CABLE WITH MIN 500# CAPACITY. INSTALL INDIVIDUAL ROD/CABLE TO EACH ATTACHMENT POINTS - MIN. 16 ga CLIP ANGLE FOR BOTH HOODS AT EACH END REF. ARCH AND MECH. WELDED CONNECTIONS 4 6 ROOF PURLIN S S3° "l SCALE 1%" = 1 -4 - O CTIN SOUTH WALL SECTION SM / SCALE 1" = 1'-0" IN IM IK IJ IH IG IF IE ID DLUMN' 7F PLAhI C B 1 2 3 4 15 6 18 9 10 112 113 114 15 1 6 17 18 19 2 U 1 7 L.� ')A A AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 64108 P 816.994.5900 / 5901 F a`ee`pu►enuuuaqi,��s >� te```a �\� •• °• •• ao V`i �'j,I a Yt � EJ YJUB 'Al !LI 9 ry i TE OF �: IQ-ro o %` `S`'/O NA � ��iquuuif�eeeeee°ee Seal MILLION AI FBO @ SANFORD-ORLANDO I NT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. © Copyright 2013 AMAI Architecture ISSUED FOR: - 1 4 5 - _ 9 10 11 1.12 13 14. Ll 5 16 17:: 18 190 2 21 22 23 24 R Q �4)#4�0,#4g,2-1 /2"c BLDG EXTERIOR BLDG INTERIOR P 7 - � 1 _ r-� I r� - - _i l� r _I —1 r--- : -� I . I �_. r-- I v I— � EXISTING EXISTING I I EXISTING MDP I I EXISTING I (EXISTING I PANEL I I (EXISTING I PANEL I I (EXISTING PANEL I I (EXISTING 1 (EXISTING I PANEL PANEL I (EXISTING 1 PANEL (EXISTING I PANEL I EXISTING 1 I EXIS G I NIEW UTILTY METER J PANEL 1 1 PANEL I „1p „2� A3„ . I „4„ I „5„ I I a6„ 1 I I PANEL PANEL PANEL fV _ _ `I 800A J I "A" I M.C:B. 225A I I I 1 I "B" 1100A 225A I 11100A I I M.L.O.: 1 I I M.L.O.. 1 tOOA 1 I' I M.L.O.. 1 100A 11100A 11 I I`I I M.L.O.. M.L.O.. 100A I I: M.L:O.. 1 100A I I 1 M.L.O.; I- „C„ J 225,A 1 I „D„ J 225A; "K1" 225A J OF=I I 120/208V M.L.O.. 1 30, 4W 1 1120/208V1 M.L.O.. 1120/208V1 120/208V 120/206 120/208V i20/208V i20/208V i20/208V 120/208Vi M.L.O.. X120 208V1. M.L.O.: 1120 208V1 M.L.O.. ; . 120 2p8V L- J I I 1 1 1 30, 4W I 1 30, 4W I 1 30, 4W 1 1 30, 4W 1 1 30, 4w 1 1 30, 4W 1 , 1 30, 4W J 13o, 4w I :1 30, 4W J 130/ 4W 1 l 30/ 4W I 30/ 4W 1 I _ J L_ A. J 1 EXISTING 60/2 M ___l SUB FEED BREAKER f I I EXIST -1 I PANEL I FINISHED FLOOR , 17 100A _ EXISTING SERVICE GROUND I 0/120. 1 120/208V L 10, 3w i RISER DIAGRAM NOTE: NOT TO SCALE THE PEAK LOAD AS RECORDED BY FPL WAS, 43kw IN SEPTEMBER, 2013. J I H GIF_ ELECTRICAL T r�-�RICAL NOTES. NOTE: NOT ALL SYMBOLS SHOWN ON LEGEND ARE ELECTRI CAL SYMBOL LE GEIV�, NECESSARILY USED ON FLOOR PLANS) `� 'o ZI Iu I I IL '115 119 120 121 122 123 124 AMAI ARCHITECTURE 15.... 10Walnut Suite 200 Kansas City; MO 64108 P 816.994.5900 % 5901 F No. 5323 70Q IX2/1 �x ap- ,, 0VAL A` Darius D. Adams, P.E. . FL PE No. 53236 Seal MILLION AIR FBO SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 201.3157 COnsdItar�ts C L C.A. No. 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone: (407)277-3431 fax: (407)277-8343 email: daiius®clear-engr.com This drawing and%or specification is provided by the Architect as an Instrument of service and is intended for use on this project ,only, All reports, drawings, specifications, computer files; notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. 0 Copyright 2013 AMA! Architecture ISSUED FOR: ELECTRICAL NOTES SYMBOLS E001 22 23 4 ._ 16 17 18 19 0 11 12 13 14 15 NEW PANEL. KP1 J20/208V-30-4 MINIMUM BREAKER AIC 42,000 PANEL SERVICE . AIC, M.L.O. 0 NG LOCATION KITCHEN RATING MOUNTING BKR KVA . CKT. KVA .. BKR DESCRIPTION LOAD DESCRIPTION LOAD TRIP POLES OA OB �C NO OA 0B �C TRIP POLES R 20 3 q 5 A 1 2 2.6 Q KP1-35: LIGHTS CONFERENCE,, THEATER ._ 2 E-4 SMOKER � 2 1 A,C 0.8 KPl-43 LIGHTS LINEMAN OFFICE 3 4 KPl-45 LIGHTED TRANSACTION COUNTER 2.6 6 * - E- E-3 GRIDDLE E -3 40 P SPARE - - 3.0 5 6 NEW PANEL. KP1 J20/208V-30-4 MINIMUM BREAKER AIC 42,000 PANEL SERVICE . AIC, M.L.O. 0 NG LOCATION KITCHEN RATING MOUNTING BKR KVA . CKT. KVA .. BKR DESCRIPTION LOAD DESCRIPTION LOAD TRIP POLES OA OB �C NO OA 0B �C TRIP POLES R 20 1 0 .6 KPl-31 HALL LED WAVE PENDANT A 1 2 2.6 Q KP1-35: LIGHTS CONFERENCE,, THEATER 40 2 E-4 SMOKER REACH IN FREEZER 2 0 1 A,C 0.8 KPl-43 LIGHTS LINEMAN OFFICE 3 4 KPl-45 LIGHTED TRANSACTION COUNTER 2.6 6 * - E- E-3 GRIDDLE E -3 40 P SPARE - - 3.0 5 6 12 SPARE - - 0.0 - 1 SHUNT TRIP UNIT N - " NS. BRUSHED ALUMINUM FINISH. LAMINATED ARCHITECTURAL 6D PENDANT LIGHT. OPAL LE 3.0 SPARE 0.0 M 8 5.6 FABRIC SHADE. LED LAMPS. - - A-LF-LF-NT-BA-LED=72 BARBICAN 16-7760.. 12-ACW 0 # CONTROL METHOD, ,KEY A. TIMECLOCK ON, TIMECLOCK OFF. AFTER HOURS OVERRIDE PROGRAMMED FOR DURATION OF LESS THAN 4 HOURS, . . B. PHOTOCELL ON, TIMECLOCK OVER -RIDE OFF C. CONTROLLED BY DIGITAL SWITCH REFER TO DRAWINGS FOR LOCATIONS. , 60 K E-5 DEEP FAT FRYER NEW PANEL. KP1 J20/208V-30-4 MINIMUM BREAKER AIC 42,000 PANEL SERVICE . AIC, M.L.O. 0 NG LOCATION KITCHEN RATING MOUNTING BKR KVA . CKT. KVA .. BKR DESCRIPTION LOAD DESCRIPTION LOAD TRIP POLES OA OB �C NO OA 0B �C TRIP POLES E-1 .REACH IN REFRI(� 20 1 0 .6 KPl-31 HALL LED WAVE PENDANT A 1 2 2.6 3 KP1-35: LIGHTS CONFERENCE,, THEATER 40 2 E-4 SMOKER REACH IN FREEZER 2 0 1 A,C 0.8 KPl-43 LIGHTS LINEMAN OFFICE 3 4 KPl-45 LIGHTED TRANSACTION COUNTER 2.6 6 - - E- E-3 GRIDDLE E -3 40 2 SPARE - - 3.0 5 6 12 SPARE - - 0.0 - 1 SHUNT TRIP UNIT E-- - " NS. BRUSHED ALUMINUM FINISH. LAMINATED ARCHITECTURAL 6D PENDANT LIGHT. OPAL LE 3.0 SPARE 0.0 7 8 5.6 FABRIC SHADE. LED LAMPS. - - A-LF-LF-NT-BA-LED=72 BARBICAN 16-7760.. 12-ACW 0 # CONTROL METHOD, ,KEY A. TIMECLOCK ON, TIMECLOCK OFF. AFTER HOURS OVERRIDE PROGRAMMED FOR DURATION OF LESS THAN 4 HOURS, . . B. PHOTOCELL ON, TIMECLOCK OVER -RIDE OFF C. CONTROLLED BY DIGITAL SWITCH REFER TO DRAWINGS FOR LOCATIONS. , 60 3 E-5 DEEP FAT FRYER E-6 SALAD BAR 20 1 1.0 20 9 10 M- 5.6 - - - E- E-7 MEAT SLICER 20 1 .33 1 0.4 ll 12 1 / ALL PRO EM APEL 5.6 11 - E- E--8 MICROWAVE 20 1 1.6 15 17 13 14 0.0 L ACRYLIC DIFFUSER: SATIN BRASS FINISH. EBONY WOOD BASE. 1 TALL. CUBE SCONCE. OPA ( ) 1 SHUNT TRIP NIT E-8 MICROWAVE 20 1 18 1:6 _ 15 16 0.3 7 i' 20 1 E-9 FOOD WARMER E-10 TOASTER 20 1 % i _7 / / _7_7_ 1.7 17 _ 18 CAMMAN W854-12-LED-MVT-WA-BA 2.1 30 1 E--11 COOKIE OVEN - SODA FOUNTAIN E .17 20 1 0.8 <S2 7 19 20 1.2 RECESSED LED DOWNLIGHT. 2000 LUMENS. 4000' COLOR TEMP. 10-100% DIMMING STANDARD. i � /Z3,5 20 1 E-12 ICE MAKER E 18 COFFEE -_ 20 1 32 1.6 32 21 22 0.8 20 1 E-19 ICE .CREAM D18PLAY,CASE E-25 PAN PRESS 20 1 1,4 23 24 2X4 LED TROFFER. 4800 LUMENS. UMENS. ACRYLIC Al2.095 PATTERN DIFFUSER, 4000'K COLOR 0.6 20 1 E--10 BEVERAGE DISPLAY CASE E-23 BAG N BOX CARBONATOR 20 1 0.2 LIGHTING - 25 26 1.2 OWNER/ ENGINEER APPROVED EQUAL RECEPTACLES - ABOVE 10 KVA 20 1 E-26 ICED TEA MACHINE REC CONVENIENCE 20 1 0.00 0.4 APPLIANCE 27 28 UC 0.8 10 20 1 E-27 SLUSHEE MACHINE REC FLUSH VALVES 20 1 7.35 CALCULATED AMPS: 31 1.0 29 30 OWNER/ ENGINEER APPROVED EQUAL 0.4 20 1 REC POS, - - L PENDANT LIGHTS HALL WAVE 20 1 - 0.4 3 1 32 2 0.6 LETTERS. 15 2 0 1 REC CAFE LIGHTS LOBBY, HALL 20, 1 D.7 33 3 4 0.6 20 1 REC LINEMAN OFFICE LIGHTS CONFERENCE, THEATER 20 1 2. ALL.FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRI.. 3• ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 0.6 35 3 6 0 8 2 0 1 0 D S REC AT RECEPII N EK LIGHTS OUST. SERVICE LOBBY - 20 1 0.5 37 38 0.8 20 1 REC MAPS ROOM RECEPTIONIST PENDANT 20 1 0.1 39 40 0.4 20 1 REC PRIVATE LOUNGES _LIGHTS REC UC REFRIG 20 1 0.4 41 42 1.0 20 1 REC THEATER CHAIRS LIGHTS LINEMAN OFFICE 20 1 0.3 43 44 0.8 20 1 O -SIGN AT CAFE _ LIGHTED POS COUNTER 20 1 0.2 45 46 0.8 20 1 O -SIGN AT RECEPTION DESK - REC PILOTS LOUNGE 20 1 0.2 47 48 0.8 20 1 „ REC TVS AT CUSTOMER SERVICE M-AHU 1 40 3 4.2 49 50 0.0 60 3 M -AC CU -1 M- - 4.2 5152 0.0 - - M- M- - 4.2 53 54 0.0 - - M- M -HOOD CU ON ROOF 30 2 1.6 55 56 0.6 20 1 SPARE M_ - - 1.6 57 58 0.2 20 1 REC ON ROOF M -MAKE UP AIR FAN SF -1 20 1 1.7 59 60 2.5 30 1 M -HOOD EF -1 TOTALS 13.2 12.2 14.6 13.4 12.1 13.8 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: * PROVIDE GFCI PROTECTION ** NON COINCIDENT LOAD LIGHTING 2.80 1,25 3.50 RECEPTACLES - 1ST 10 KVA 7.60 1,0 . 7,60 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 20.00 1.00 20.00 EQUIPMENT - KITCHEN 46.70 0.65 30.36 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.60 1.0 0.60 OTHER 1.60 1.0 1.60 TOTALS 79.30 63.66 S. 177 CALCULATED AMPS:177 RELAY PANEL SCHEDULE RELAY N0.. PANEL LOAD CIRCUIT N0.: DESCRIPTION CONTROL METHOD 1 KPl-31 HALL LED WAVE PENDANT A 2 KP1-33 LOBBY, .HALL LIGHTING A,C 3 KP1-35: LIGHTS CONFERENCE,, THEATER A 4 KPl-37: LIGHTS CUSTOMER SERVICE LOBBY A,C 5 KPI -39 RECEPTIONIST LOBBY PENDANT A,C 6 KPl-43 LIGHTS LINEMAN OFFICE A 7 KPl-45 LIGHTED TRANSACTION COUNTER A 6 KP1-44 SIGN AT CAFE A 91 KPI -46 SIGN AT RECEPTION A 10 SPARE - - 11 SPARE - 12 SPARE - - 1 13- SPARE - 20 14 SPARE " NS. BRUSHED ALUMINUM FINISH. LAMINATED ARCHITECTURAL 6D PENDANT LIGHT. OPAL LE 15 SPARE 0.0 16 SPARE - B FABRIC SHADE. LED LAMPS. - - A-LF-LF-NT-BA-LED=72 BARBICAN 16-7760.. 12-ACW 0 # CONTROL METHOD, ,KEY A. TIMECLOCK ON, TIMECLOCK OFF. AFTER HOURS OVERRIDE PROGRAMMED FOR DURATION OF LESS THAN 4 HOURS, . . B. PHOTOCELL ON, TIMECLOCK OVER -RIDE OFF C. CONTROLLED BY DIGITAL SWITCH REFER TO DRAWINGS FOR LOCATIONS. , LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING NO. WATTS TYPE E LINEAR SUSPENDED PENDANT. LED LAMP SOURCE. EXTRUDED. ALUMINUM HOUSING. OA �B OA OB D POLES POLYCARBONATE DIFFUSER. STEEL CABLE SUSPENSION. PROVIDE WITH NECESSARY DRIVER. 88 - 88 LED PENDANT A LEUCOS LUXIT ONDINA MODULE SUSPENSION `2U 1 SPACE ONLY REC MAIf CIENANCE SUPERVISOR 20 INTERIOR DESIGNER SELECTED/CONTRACTOR INSTALLED. 0.6 3 4 0.6 20 1 L-:LIGH IS,REC LEASIfdG OFFICE REC PAR I'S 20 1 0.8 " NS. BRUSHED ALUMINUM FINISH. LAMINATED ARCHITECTURAL 6D PENDANT LIGHT. OPAL LE 5 6 0.0 20 B FABRIC SHADE. LED LAMPS. - - A-LF-LF-NT-BA-LED=72 BARBICAN 16-7760.. 12-ACW 0 # 72" - 2 LED PENDANT 7 OWNER/ ENGINEER APPROVED EQUAL . 0.6 20 1 REC LEASING OFFICE M- BATTERY. BACK C UP EMERGENCY LIGHTING UNIT, WHITE POLYCARBONATE HOUSING. - 2.2 9 10 BP LED LAMPS. .33 1 33 LED UNIVERSAL 1 / ALL PRO EM APEL 0.2 _713P 11 12 4 0:0 - 1 SPACE ONLY . / z �j T ' i OWNER/ENGINEER APPROVED EQUAL Y 15 17 1 18 7- % / 7 L ACRYLIC DIFFUSER: SATIN BRASS FINISH. EBONY WOOD BASE. 1 TALL. CUBE SCONCE. OPA ( ) C 18W 2G11. LAMP. ILEX CUBT-WM-AC-SB-EB 18 - _ CFL SURFACE ENGINEER G EER APPROVED Q OWNER/ IN EQUAL 7 i' / , - % � 23 M HOUSING. WHITE ACRYLIC DISSFUSER. LED WALL SCONCE. BRUSHED ALUMINUM % i _7 / / _7_7_ -7 CAMMAN W854-12-LED-MVT-WA-BA 18 ,� /7- _ LED SURFACE D OWNER ENGINEER APPROVED EQUAL <S2 7 / Z/7 7 RECESSED LED DOWNLIGHT. 2000 LUMENS. 4000' COLOR TEMP. 10-100% DIMMING STANDARD. i � /Z3,5 31 3[�� , / / i / / / /7 / DA MEDIUM REFLECTOR . SELF. FLANGED. SEMI SPECULAR CLEAR REFLECTOR. 32 1 32 LED `' RECESSED : PORTFOLIO LD6A2 0-DOI0TE-ERM6A20-8-40 - Z / `41 44 i / OWNER/ ENGINEER APPROVED EQUAL 3.0 3.0 2X4 LED TROFFER. 4800 LUMENS. UMENS. ACRYLIC Al2.095 PATTERN DIFFUSER, 4000'K COLOR SERVES CONN. LOAD - KVA FA TEMP. UNIVERSAL VOLTAGE. METALUX 2GR-LD1 .48 A-UNV-L84O 49 LIGHTING - LED RECESSED 2.20 OWNER/ ENGINEER APPROVED EQUAL RECEPTACLES - ABOVE 10 KVA 0.00 0.50 MECHANICAL 4.40 1.00 LED UNDER CABINET FIXTURE. INTEGRATED DRIVER. 24" LENGTH. PROVIDE WITH 6" DAISY 0.00 1.00 APPLIANCE 0.00 0.75 UC CHAIN CONNECTOR (HO102) ;. 10 - 0.00 LED SURFACE 7.20 HALO ,HU10-24-D-8-30-P-HU102 7.35 CALCULATED AMPS: 31 OWNER/ ENGINEER APPROVED EQUAL LED EXIT SIGN. WHITE, POLYCARBONATE HOUSING, PUSH TO TEST BUTTON. RED X1 LETTERS. 15 2 7.2 - UNIVERSAL: ALL PRO EM APX7R OWNER/ENGINEER APPROVED EQUAL NOTES: 1. ALL FIXTURE 120 VOLT, UNLESS OTHERWISE NOTED. 2. ALL.FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRI.. 3• ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 4• FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 5. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. H LOCATION JAN CLOSET RATING 100A M.L.O. MOUNTING SURFACE LOAD DESCRIPTION G KVA CKT. NO F BKR LOAD DESCRIPTION E POLES OA �B OA OB D POLES SIPACE ONLY PANEL E SERVICE 120/24OV--10-3W MINIMUM BREAKER AIC 10,000 LOCATION JAN CLOSET RATING 100A M.L.O. MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO KVA BKR LOAD DESCRIPTION TRIP POLES OA �B OA OB TRIP . POLES SIPACE ONLY 20 1 0.0 1 2 0,0 `2U 1 SPACE ONLY REC MAIf CIENANCE SUPERVISOR 20 1 0.6 3 4 0.6 20 1 L-:LIGH IS,REC LEASIfdG OFFICE REC PAR I'S 20 1 0.8 5 6 0.0 20 1 SPACE ONLY M -MINI SPLIT 40 2 2.2 7 8 0.6 20 1 REC LEASING OFFICE M- - 2.2 9 10 0.0 -- 1 SPACE ONLY R -SERVICE REC -7-7�� 20 1 / -Z 0.2 _713P 11 12 4 0:0 - 1 SPACE ONLY . / z �j T ' i Y 15 17 1 18 7- % / 7 i 77 Z_Z 7 i' / , - % � 23 :T % i _7 / / _7_7_ -7 27 28 ,� /7- ./ -7-71, -_ 7 L 7 <S2 7 / Z/7 7 A� i � /Z3,5 31 3[�� , / / i / / / /7 / L L 'fT 7 - Z / `41 44 i / TOTALS 3.0 3.0 0.0 1.2 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES; 0.75 2.20 0.00 4.40 0.00 0.00 0.00 0.00 LIGHTING 0.60 1.25 RECEPTACLES - IST 10 KVA 2.20 1.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 MECHANICAL 4.40 1.00 EQUIPMENT 0.00 1.00 APPLIANCE 0.00 0.75 SPARE/SPACE 0.00 1.00 OTHER 0.00 1.00 TOTALS 7.20 7.35 CALCULATED AMPS: 31 AMAI cMiTEcrU RE 1510 Walnut Suite 200 Ka.n sa � City, MO 64108 P 816.994.5900 / 5901' F �' r3 3; 1.2,1 •( �P ul- MILLION AIR, FBO SANFORD-ORLANDO INT''L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants C L K., t~ FA I PA E EP,IN G C:A. No. 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone: (407)277-3431 fax: (407)277-8343 . email: danus@clear-engr.com This drawing and/or. specification is provided by the Architect as ' an Instrument of Service and is intended . for use on this project only. All reports, drawings; specifications, computer files, notes and other documents prepared by the Architect " as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved I ights, including the copyright thereto. C) Copyright 2013 AMA[ Architecture ISSUED FOR 4rrt sy ELECTRICAL SCHEDULES EO 2." A 14 15 16 17 16 19 20 21 22 23 24 1 2 3 4 5 16 7 g 9 10 11 12 13 - _ l C . B A AMAI cMiTEcrU RE 1510 Walnut Suite 200 Ka.n sa � City, MO 64108 P 816.994.5900 / 5901' F �' r3 3; 1.2,1 •( �P ul- MILLION AIR, FBO SANFORD-ORLANDO INT''L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants C L K., t~ FA I PA E EP,IN G C:A. No. 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone: (407)277-3431 fax: (407)277-8343 . email: danus@clear-engr.com This drawing and/or. specification is provided by the Architect as ' an Instrument of Service and is intended . for use on this project only. All reports, drawings; specifications, computer files, notes and other documents prepared by the Architect " as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved I ights, including the copyright thereto. C) Copyright 2013 AMA[ Architecture ISSUED FOR 4rrt sy ELECTRICAL SCHEDULES EO 2." A 14 15 16 17 16 19 20 21 22 23 24 1 2 3 4 5 16 7 g 9 10 11 12 13 - _ l l 3 k AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City; Mo 64108 P 816.994.5900 % 5901 F `1,��1IIIrr�� 0 \\)S a, ,�;. ... No, .5336 _ { tea �` s+. �%"• :.� Darius D. Adams, P.E. FL PE No, 53236 .Seal MILLION AIR. FBO SANFOR®-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants EP K .1',JGIFJEt::_.RING C.A. No. 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL, 32828 phone: (407)277-3431 fax: (407)277-8343 email: dar(usQclear-engr.com This drawing and/or specification, is provided by the Architect as an Instrument of Service and is intended for use on this project only. All 'reports, drawings, specifications,' computer files, nates and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect, The Architect shall retain all common law, statutory and other reserved rights, including the copyright . thereto. 0 Copyright 2013 AMAI Architecture ISSUED FOR: ELECTRICAL FLOOR PLANS a J A i AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas' City; MO 64108 P 816.99 -.5900 % 5901 F NO L4 36 Danus D; -,Adams, FL PE N0 5323,6 " Seal MILLION AI FSO. SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consultants AL0 L E �Y=1"�1��I��1� iE=f�I r9(=� C.A. No, 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone:. (407)277-3431 fax: (407)277-8343 ernall: dams®clear-engr.corn This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. Q Copyright 2013 AMAI Architecture ISSUED FOR: ;iRw'!1f±s�A11� 1, 53 tiI �> ifJ.�,:; ELECTRICAL FLOOR PLANS MECHANICAL SYMBOLS MBOLS (ALL S176IBMS SHOWN ARE NOT NECMMLY USED ON THE DRAWINGS) ..DUCT (DUCTWORK) DUCT (DUCTWORK) COW. ®. SUPPLY AIR DIFFUSER ARROWS INDICATE SHOWN EQUALS 4 -WAY. FIRE DAMPER I PATTERN. NO PATTERN EXISTING TO REMAIN z RETURN AIR DEVICE �. EXISTING TO REMOVE ® EXHAUST DEVICE FUTURE DUCT TO BE INSTALLED "- SUPPLY AIR SLOT DEVICE V AIR TRANSFER GRILLE o RETURN AIR SLOT DEVICE 24.0 12 ROUND DUCT. DIAMETER INDICATED IN INCHES. 9 I TYPES PIPINGE� RAV-SP360UT RECTANGULAR DUAL SIZE INDICATED IN INCHES; RAV-SP360AT2-UL 20X12 FIRST NUMBER IS SIDE SHOWN. CD CONDENSATE DRAIN (COLD) GRAVITY " CONSTRUCTION STANDARD". UNLESS OTHERWISE SMACNA HVAC DUCT CONSTR Cll N NOTED ON PLANS CONSTRUCT DUCTWORK TO 2 DUCT CLASS, SEAL RIGID ROUND DUCT TO FLEX RG REFRIGERANT HOT GAS .h" 24XB SINGLE LINE RETURN AIR DUCTWORK RL REFRIGERANT LIQUID LINE �� SUPPLY OR OUTSIDE AIR DUCT SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. CENTER, ALL 4 SIDES RETURN AIR DUCT. 2. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN 3. RELIEF OR EXHAUST AIR DUCT. b. OPERATIONS MANUAL AN D MAINTENANCE MANUALS FOR BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING DIFFUSER/GRILLE LABEL IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA 4. - TYPE/DESIGNATION •EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESSES OF AT LEAST QUALIFIED � » PIPE CLAMP, UNISTRUT - AIRFLOW (CFM) S STANDARDS, THE LOCAL BUILDING CODES STANDARDS, ANI TAN OUTSIDE SECTION: - NECK SIZE (INCHES) SERVICE AGENCY. } AO DEGREE DUCT ELBOW. 3. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) RADIUS DUCT ELBOW -. MISCELLANEOUS_ SIZE TO MATCH PIPING. ROUND OR RECTANGULAR. AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED: 5. RECTANGULAR DUQi BRANCH TAKE -OFF ,L UNDERCUT DOOR 1/2' CLAMP AROUND INSULATION. WITH 45 DEGREE BRANCH INLET. 4. CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, FLARED SPIN -IN WITH DAMPER AND DUCT SMOKE DETECTOR 16X14 FLEX DUCT(DIFFUSER CONNECTION). . T THERMOSTAT ROUND DUCT C BRANCH TAKE -OFF FROM HO HUMIDISTAT CU MODEL RECTANGULAR MAIN WITH CONICAL TAP. T TEMPERATURE SENSOR 6. DVC'T SIZE TRANSITION. H HUMIDITY SENSOR 500 500. SA DUCT, SPIN - IN DAMPER, FLEX DUCT REQUIRED F FIRESTAT O em NECK SIZE TO AIR DEVICE WITH CFM 220 REWIRED / PNEUMATIC TUBING OR CONTROL WIRING SUPPLY OR OUTSIDE AIR DUCT. UP A[�---or DRAWING NOTE REFERENCE PLANS ARE DIAGRAMMATIC. IN GENERAL DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS SUPPLY OR OUTSIDE AIR DUCT DOWN (p ROUND SCALE:. NONE $ .OVAL OR FLAT OVAL 1.' ALL MECHANICAL EQUIPMENT SHALL BE ARI & U. L. LISTED RETURN AIR DUCT UP REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES. L ^LLGJ RETURN AIR DUCT DOWN SECTION MARK do PAGE RELIEF OR EXHAUST AIR DUCT Up THE REQUIRED SERVICE WHERE APPLICABLE AND RATED FOR Q DUCT DETECTOR (FACTORY INSTALLED MR RETURN AIR) "--" --�� IN-LINE 90 DEGREE DROP (RISE) IN DUCT DUCT DETECTOR ISUPPED BY FIRE SETS UP :INCLINED RISE IN DUCT '-'S OF FORMONC�C TOTAL )TWO DN INCLINED DROP IN DUCT TURNING VANES NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO DUCT EXTRACTOR 5"N SPLITTER DAMPER/W NECK SIZE E FUNCTION PROPERLY. DUCT MOUNTED HEATING COIL 2163 CFM H DUCT MOUNTED HUMIDIFIER SS THAN 2. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESHALT_ MOTORIZED DAMPER A/C CONTRACTOR, BE RESPONSIBLE TO COORDINATE HIS D111 IWIWIDUAIL REMRIE CE KEY TYPE: - KEF 1 DAMPER REFER TO RAWNG/DETAIL NUMBER 1 SD - SMOKE DAMPER BDD -,COUNTER BALANCE BACKDRAFT DAMPER SB SECURITY BARS. •• 3 NO MARK INDICATES MANUAL VOLUME DAMPER 34.1 3. PROVIDE A MIN. OF ,3' CLEARANCE IN FRONT OF ALL 120-240 DAMPER 0 RE SMOKE A F SD COMBINATION Fl SHEET NUMBER MINI SPLIT LOCATION: LINEMAN OFFICE . TAG DXFC / DXCU : TOTAL COOOLING LOAD (MBH) 36,000 BTUH TOTAL HEATING LOAD (MBH) 30,100 BTUH AHU CONFIGURATION CEILING MOUNTED SEER : 21 TYPE HEAT PUMP TYPE HSPF RETAIL POWER SUPPLY -VOLTS 230/208 MCA 24.0 MOCP 40.0 MODEL OR SIMILAR RAV-SP360UT THE BUILDING OWNER TO INCLUDE, AT A_MINIMUM, THE RAV-SP360AT2-UL MANUFACTOR OR SIMILAR Toshiba -Carrier rJ. _ a N e • TwC M - w C -able' 403.3 ASMRAE 62- FM t- .� c'l�:dEs e Ir Calculation Primar .CFM; V zVenfillatlon .Air... Const System Oufi Id A Y P ,,;., o�,.,�, T�;r,o t,o Pr�nnlc� rfm/cf rfm/r1 (7A f FN4 Vn7 max 7n Vnz min ZDF ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE FOLLOWING CODES: 1. LOCAL COUNTY CODES SUPPORT CHANNEL, "UNISTRUT" 2. NFPA-90A AIR CONDITIONING AND VENTILATION 1 5/8" WIDTH SERIES 3. SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS REFRIGERANT 4. NFPA 101 LIFE SAFETY CODE PIPING (LIQUID) 5: FLORIDA 2010 CODES AND LATEST ADDENDUM REFRIGERANT SPLIT D/X SYSTEM = SCHEDULE - CLIP ANGLE CAULK ALL (ALL AROUND) .. COMPLETION REQUIREMENTS: MANUALS TIONPIPING SUC) TAG . AROUND BIRDSCREEN FRAME AHU-4 NERAL NOTES. NOMINAL TONS BIRDSCREEN 1. WITHIN 30 DAYS OF. SYSTEM ACCEPTANCE, AN OPERATING FANS ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN OF THE PLANS OR SCHEDULES. 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND SERVES ��--- STORMPROOF LOUVER RETAIL DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO CFM MANUAL AND MAINTENANCE MANUAL SHALLBE,PROVIDED TO o �. 7. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND INTERFERENCE WILL OCCUR. S 1: 11-iE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, 2. ASSEMBLE INSTALL AND SEAL DUCTWORK IN ACCORDANCE WITH THE BUILDING OWNER TO INCLUDE, AT A_MINIMUM, THE EXT SP CAULK SECURE FRAME TO EQUIPMENT ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AN INSTALLING OF A DED GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE If AS NEE CONTRACTOR TO COORDINATE THESE AS REQUIRED. MUST NOT " CONSTRUCTION STANDARD". UNLESS OTHERWISE SMACNA HVAC DUCT CONSTR Cll N NOTED ON PLANS CONSTRUCT DUCTWORK TO 2 DUCT CLASS, SEAL FOLLOWING: . a. SUBMITTAL DATA STATING ,EQUIPMENT RATING AND 2.4 THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT BE - G COMPLETE SERVICEABLE MECHANICAL SYSTEM. .90000 " CLASS B , AND LEAKAGE CLASS 12. SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. CENTER, ALL 4 SIDES 10.6 2. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN 3. D 8 MASTIC. SEAL ALL 5HEETMETAL DUCTS JOINTS WITH RC � MA TI b. OPERATIONS MANUAL AN D MAINTENANCE MANUALS FOR BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING AHU VOLT/ PHASE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA 4. MAKE JOINTS FOR DUCT WRAP AND DUCTBOARD WITH GLASS •EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESSES OF AT LEAST QUALIFIED � » PIPE CLAMP, UNISTRUT 240 32/4o S STANDARDS, THE LOCAL BUILDING CODES STANDARDS, ANI TAN OUTSIDE SECTION: FABRIC AND VAPOR BARRIER COATING TO 30 MILL DRY FILM FA SERVICE AGENCY. 2600 WITH CUSHION BE 12X12 BETWEEN PIPE &CLAMP. 3. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) THICKNESS, RCD #9. SIZE TO MATCH PIPING. AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED: 5. CONTRACTOR SHALL PROTECT ALL FIBERGLASS INSULATION CLAMP AROUND INSULATION. 4. CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, PRODUCTS FROM DAMAGE. ° 16X14 F EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR 40RM008 CU MODEL AFTER C. 0. 6. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS: 500 500. REMARKS 1. OUTSIDE DESIGN: SUMMER: 93' F DB, 77' F WB, WINTER: 25' F DB 2. PROVIDE OUTPUT ALARM FROM THE SMOKE DETECTORS TO THE FIRE ALARM SYSTEM. 3, COORDINATE ALARM MWITH THE FIRE ALARM SYSTEM. 4. EXTERNAL STATIC PRESSURE INCLUDES DUCTWORK, FITTINGS, DAMPERS AND DIFFUSERS AND GRILLES: 5. ALL UNITS TO BE UL RATED. 6. PROVIDE SMOKE DUCT DETECTORS IN SUPPLY DUCTS IN AHU'S WITH 2000 CFM OR MORE PER NFPA. 7. PROVIDE FIRESTAT FOR FAN SHUTDOWN FOR Au'S LESS 2000 CFM. REFRIGERANT PIPING SUPPORT DETAIL MECHANICAL EQUIPMENT NOTES: - 7. PLANS ARE DIAGRAMMATIC. IN GENERAL DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS MVAC SYSTEM TO BE.BALANCE TO ACOMMODATE SCALE:. NONE 1.' ALL MECHANICAL EQUIPMENT SHALL BE ARI & U. L. LISTED REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES. HOOD EXHAUST AND MAKEUP SYTEM$. THE REQUIRED SERVICE WHERE APPLICABLE AND RATED FOR Q PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO E FUNCTION PROPERLY. COORDINATION NOTES: 2163 CFM SS THAN 2. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESHALT_ 1: A/C CONTRACTOR, BE RESPONSIBLE TO COORDINATE HIS - KEF 1 25/50. WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL 3. PROVIDE A MIN. OF ,3' CLEARANCE IN FRONT OF ALL 120-240 CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP R FOR REVIEW BEFORE INSTALLATION OF DRAWINGS TO THE ENGINEER 80 LT RATED VOLT RATED AND 4 CLEARANCE IN FRONT OF ANY 4 VO DUCTWORK OR EQUIPMENT SHOP DRAWING WILL INCLUDE BEAM OR 433 CFM _ PANELS AND DISCONNECTS. PROVIDE ADEQUATE SIDE CLEARANCE PERSTRUCTURE ELEVATION &REQUIRED EQUIPMENT ACCESS AREAS. NEC. DAMPERS ON ALL EXHAUST FANS AND/OR 4 PROVIDE BACKDRAFT A / 2. D WALT_ ROOF AND CEILING OPENINGS INDICATE ON ' SPLIT D/X SYSTEM = SCHEDULE - CLIP ANGLE CAULK ALL (ALL AROUND) .. 6. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND TAG . AROUND BIRDSCREEN FRAME AHU-4 EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, A/C UNITS, ARCHITECTURAL ELEMENTS. NOMINAL TONS BIRDSCREEN 7 1/2 FANS ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN OF THE PLANS OR SCHEDULES. 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND SERVES ��--- STORMPROOF LOUVER RETAIL DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO CFM 3000 7. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND INTERFERENCE WILL OCCUR. 0. A. CFM LOUVER FRAME 433 DUCTWORK IN THE FOLLOWING MANNER. PRE -FILTER ALL RETURN AIR 5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C EXT SP CAULK SECURE FRAME TO 50 DED GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE If AS NEE CONTRACTOR TO COORDINATE THESE AS REQUIRED. MUST NOT HP WALL WITH EXPANSION 2.4 THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT BE TOTAL BTUH RAIN SILL BOLTS 12" ON .90000 STARTED FOR ANY PURPOSE UNTIL THE DRYWALL SANDING, ETC. IS 6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN SEER CENTER, ALL 4 SIDES 10.6 COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY NATURE, AND ARE TO BE READ IN CONJUNTION WITH ARCH. NOMINAL HEAT KW WALL BY OTHERS 10 BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING AHU VOLT/ PHASE 208/3 UC ORK &ACCESSORIES NOTES OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE D Tw MCA/ MOCP 240 32/4o OUTSIDE SECTION: TAG CU -4 VOLTAGE 208/3/60 MCA 40 M OCP 60 MFG OR SIMILAR CARRIER AHU MODEL 40RM008 CU MODEL 38ARZO08 AHU WEIGHT (LBS) CU WEIGHT( LBS) 500 500. REMARKS 1. OUTSIDE DESIGN: SUMMER: 93' F DB, 77' F WB, WINTER: 25' F DB 2. PROVIDE OUTPUT ALARM FROM THE SMOKE DETECTORS TO THE FIRE ALARM SYSTEM. 3, COORDINATE ALARM MWITH THE FIRE ALARM SYSTEM. 4. EXTERNAL STATIC PRESSURE INCLUDES DUCTWORK, FITTINGS, DAMPERS AND DIFFUSERS AND GRILLES: 5. ALL UNITS TO BE UL RATED. 6. PROVIDE SMOKE DUCT DETECTORS IN SUPPLY DUCTS IN AHU'S WITH 2000 CFM OR MORE PER NFPA. 7. PROVIDE FIRESTAT FOR FAN SHUTDOWN FOR Au'S LESS 2000 CFM. L Seal MILLION AI ; FBO K SANFORD-ORLANDO INTI AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 I J • ConSultantS et E H C.A. No. 27848 I 1 1365ICRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone: (107)277-3431 fax: (407)277-8343 s e r -en r.co email: dams ®cl a g m This drawing and/orspecification is provided b the Architect as an Instrument of Service and is intended for use on ` this project only. All reports, drawings, specifications, computer files;notes and other documents repared by the,Architect p : as Instruments of Service shall remain the ro ert of the Architect. P p Y F The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto: Q Copyright 2013 AMAI Architecture E ISSUED FOR: I. 12A 0A 3 I D NOMINAL DIMENSIONS ONLY AND ALL INLINE FANS. - CONTRACTOR DRAWINGS ARE DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND 1730 CFM LINTEL BY OTHERS „ FIRE RATED AS REQUIRED, ADJUST OPENINGS 5 PROVIDE A MIN OF 10 CLEARANCE BETWEEN 0/A INTAKES AND DUCT LOUVER SELECTION LV -1 ALL LOUVER MODEL: SIMILAR TO GREENHECK MODEL'S ESD -603D OR SIMILAR (HURRICANE STORM PROOF LOUVER). ARCHITECT TO SELECT FINISH, SHAPE, COLOR. REFER DGWS FOR FREE OPEN AREA 1: ALL DUCTWORK SHALL BE AS FOLLOWS OR APPROVED EQUAL: AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE ' a SUPPLY = MANVILLE SUPERDUCT 2" 3/4 LB FIBERGLASS PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE TOTAL EXHAUST _ 2163 CFM NOT TO SCALE OWNER. ; DUCTBOARD R=6. 0. TOTAL OUTSIDE. AIR 2163 CFM b) NOT USED. 7. PROVIDE 15 AMP 125 -VOLT WP OUTLET 25'-0" FROM AC UNITC - + 0 CFM NEUTRAL c) FLEX DUCT - THERMAFLEX G -KM R=6. 0. AS PER NEC 2005. BALAN E ( ) d n /A (.'AI\i CHrPnAFTAI W/ 1" 1 /A In WRAP A . A 12 3 4 5 g 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 VTR OR EXHAUST OPENINGS. 3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND - CLIP ANGLE CAULK ALL (ALL AROUND) .. 6. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND KSF-1 . AROUND BIRDSCREEN FRAME EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, A/C UNITS, ARCHITECTURAL ELEMENTS. BIRDSCREEN C FANS ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN OF THE PLANS OR SCHEDULES. 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND HOOD�1 HO�D�2 ��--- STORMPROOF LOUVER DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO 7. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND INTERFERENCE WILL OCCUR. LOUVER FRAME DUCTWORK IN THE FOLLOWING MANNER. PRE -FILTER ALL RETURN AIR 5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CAULK SECURE FRAME TO DED GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE If AS NEE CONTRACTOR TO COORDINATE THESE AS REQUIRED. MUST NOT WALL WITH EXPANSION THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT BE RAIN SILL BOLTS 12" ON STARTED FOR ANY PURPOSE UNTIL THE DRYWALL SANDING, ETC. IS 6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN CENTER, ALL 4 SIDES COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY NATURE, AND ARE TO BE READ IN CONJUNTION WITH ARCH. WALL BY OTHERS BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING UC ORK &ACCESSORIES NOTES OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE D Tw TYP LOUVER INSTALLATION DETAIL LOUVER SELECTION LV -1 ALL LOUVER MODEL: SIMILAR TO GREENHECK MODEL'S ESD -603D OR SIMILAR (HURRICANE STORM PROOF LOUVER). ARCHITECT TO SELECT FINISH, SHAPE, COLOR. REFER DGWS FOR FREE OPEN AREA 1: ALL DUCTWORK SHALL BE AS FOLLOWS OR APPROVED EQUAL: AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE ' a SUPPLY = MANVILLE SUPERDUCT 2" 3/4 LB FIBERGLASS PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE TOTAL EXHAUST _ 2163 CFM NOT TO SCALE OWNER. ; DUCTBOARD R=6. 0. TOTAL OUTSIDE. AIR 2163 CFM b) NOT USED. 7. PROVIDE 15 AMP 125 -VOLT WP OUTLET 25'-0" FROM AC UNITC - + 0 CFM NEUTRAL c) FLEX DUCT - THERMAFLEX G -KM R=6. 0. AS PER NEC 2005. BALAN E ( ) d n /A (.'AI\i CHrPnAFTAI W/ 1" 1 /A In WRAP A . A 12 3 4 5 g 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 3 AMAI ARCHITECTURE 1. 1510.Walnut : Suite 200 Kansas City; MO .64.108 P 816.994.5900/59 . 01 F No. 53236 Darius D. Adams, P.E. FL PE No. 53236 Seal MILLION A I FBO SANFORD-ORLANDO INT' AIRPORT 2841 Flightline Ave: Sanford, FL 32773 Project No. 2013157 Consultant8 C.A. No. 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone: (407)277-3431 fax: (407)277-8343 email: darius@clear-engr.com This drawing and/or specification is provided by the Architect . as an instrument of Service and is intended for use on this project only. All reports, drawings, specifications; computer files, notes ` and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common iaw, statutory and other reserved rights, including the copyright thereto. scCopyright 2013 AMAI Architecture ISSUED FOR: HVAC U/` C FLOOR PLAN R Q P N M K J 21 1 3 1 H G F E C B A M1 13 1 2 Project No. 2013157 I Consultahts e t E g E 1AGIHE=.EIMkt C.A. No. 27848 13051 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone:. (407)277-3,43,1 fax: (407)277-8343 email: darius@clear-engr.com This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes and other documents prepared by the Architect as Instruments of Service shall. remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. r 0 Copyright 2013 AMAI Architecture ISSUED FOR: i HVAC ROOF PLAN M1.M23 i 7 11 AMAI ARCHITECTURE 1510 Walnut Suite 200 Kansas City, MO 644108 P 816,994.5900/ 5901 F ``111111111/7:7 ; � \,\GEN IN 53236 Daridd D:�Adams, P.E. FL PE No. 53236 : Seal MILLION AIR FBO oe RETURN AIR DUCT \-RETURN AIR BALANCING DAMPER NO SCALE REFER FINAL ATTACHMENT/ANCHOR IN STRUCTURAL DGHS , OPTION. 2, HORIZONTAL :AIR HANDLING UNIT DETAIL TO MEET 140 MPH WIND LOAD PER FBC 2010 SUSPENDED HORIZONTAL AIR HANDLING UNIT DETAIL SCALE NONE SCALE: NONE COORDINATE W/ STRUCTURAL 1 d I r 7 1A In I 1 !1 11 1 11 '7 11-.4 11A 1 r, I 1 r 11-7 1 R 1 0 7 (1 '71 7 7 ')A. SANFORD-ORLANDO INT' AIRPORT 2841 Flightline Ave. Sanford, FL. 32773 Project No. 2013157 - Consultants C.A. No. 27848 13051, CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone,(407)277-3431 fax:. (407)277-8343 email: darlus®clear-engr.com This. drawing acid/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, computer files, notes. and other documents prepared by the Architect as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including the copyright thereto. ©Copyright 2013 AMAI Architecture ISSUED FOR: HVAC DETAILS 3 2 3 4 5 6 7 8 9 10 11.: 12 13 14 15 16 17 18 19 20 21 22 2 4 ,1 2 , H 3M FIREMASTER DUCT WRAP 1 ONE LAYER FIREMASTER DUCT P 2 3 NLA FILAMENT TAPE 4 BANDING - 5 R R 3 LONGITUDINAL OVERLAP 7 MIN.DIAMETER HANGER 8 1-1/2". x 1-1/2- x 1/8- ANGLE 4-0 O.C. 9 8 WIDE FIREMASTER COLLAR FOR BUTT JOINT OPTION 10 FIRMLY BUTTED JOINT FOR BUTT JOINT OPTION G G NOTES FOR HOOD AND DUCTWORK DUCT PROTECTION : NOZZLE DETECTORS 1. 8 GAGE . UST HOODS SHALL BE CONSTRUCTED OF 1 A STAINLESS STEEL WITH ALL EXHAUST Q Q ' : EXTERNAL SEAMS AND JOINTS CONTINUOUSLY WELDED 100% LIQUID TIGHT. EXHAUST EXT RNA AUS DUCT W 14X14 GREASE EXH T / — TO GREASE EXHAUST FAN SLOPE FIRE WRAP W 18X16 UP / a P FOOT BACK DUCT 1 PER _ GREASE EXHAUST FAN KLF 1 `, F 96 OC CODES HOODS SHALL .MEET. OR EXCEEDTHE REQUIREMENTS OF NFPA ALL LOCAL TO GREASE HOOD TYP ( > FLASH AND WEATHERPROOF OPENING INACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS (TYP) ., AND SHALL BEAR THE NSF SEAL OF APPROVAL. KE F-1 APPLIANCE PROTECTION MOUNT Fara WITH ROOF CURB EXTENSION— ANCHOR 2. ALL LIGHTS USED IN THE HOOD SHALL BE U. L. LISTED FOR A CANOPY HOOD NOZZLE D MANUFACTURER'S TO ROOF. IN ACCORDANCE WITH BEAM BEAM INSTALLATION INSTRUCTIONS TI N CTIONS TO PROVIDE USE AND OF THE INCANDESCENT TYPE. 120 --MPH WIND LOADING TYP CONTROL CABINET NEXT TO HOOD SIMILAR _ 3. AF THE RANGE EXHAUST HOOD SHALL: HAVE ALL STAINLESS STEEL BAFFLE FILTERS: D . P NOTE: Y OFFSET OR DIRECTION CHANGE IN THE EXHAUST N T AN DUCT WORK WILL HAVE A CLEANOUT DOOR. - KEF-1 ROOF CURB - ROOF DECK _ 4. ,.. AUTOMATIC FIRE THE RANGE EXHAUST HOOD SHALL HAVE PRE PIPED AUT P SYSTEM CONTROL. AUTOMAN MANUAL, CEILING SLAB , -" NU DUCT EXTINGUISHING SYSTEM FOR PROTECTION OF THE EXHAUST PLE M, SEE PLAN FOR LOCATION ® EXIT DOOR TYPICAL FIRE SUPPRESSION SYSTEM LAYOUT 14x14 C . OS c , S FIRE CONTROL CABINET SHALL HAVE A MI R WIT H AND COOKING SURFACES, R SCALE: NONE EXTERIOR wau. . C kxt� - , , B e SUPPRESSION FIRE SU A SHUT—OFF. FURNISHED AS REQUIRED FOR THE EQUIPMENT SHU 0 ... SYSTEM CABINET 8x26 oU GREASE DucT;w/ 2 H R 5. H , BE SIZED" 0 .. , INTAIN BETWEEN ALL EXHAUST COLLARS AND EXHAUST DUCTWORK SHALL.BE T MA , 14X14 ', FROM KSF 1 R EQUIV. IV. FIRE WRAP ALL AROUND —SUPPORT FROM Op ALL THREAD R TOP OF BAR JOISTS MINIMUM 3/8 DIA. :.. . 500 D 2000 P EXHAUST AIR VELOCITY. ALL GREASE EXHAUST DUCTWORK SHALL BE 1 AN FPM , : TW RK D D INSTALLEDACCORDANCE WITH NFPA 96. GREASE EXHAUST DUC 0 CONSTRUCTS AN IN TALLE IN N N _ i � ,. • EXH. CONNECTIONS TO HOOD METAL TRUSS HANGER DETAIL CONTINUOUSLY WELDED LIQUID TIGHT. SHALL HAVE ALL SEAMS, JOINTS AND CO Q ,. p Q N S.A. CONNECTIONS EACH TO HOOD .PENETRATIONS L, T GH - EXHAUST _ 6. GREASE SHALL BE UPBLAST AND A MINIMUM OF 10--0 FEET AWAY THE DISCHARGE OF THE REA E FAN HA „ i a S.S. FILTERS GREASE HOOD , INTAKE. FROM ANY OUTSIDE AIR. I TAK ..�— 3OFF FROM WALL STAND 7. B ECONTRACTOR: THE FOLLOWING SHALL BE SUPPLIED OR INSTALLEDY TH BEYOND PROVIDE MINIMUM s OVERHANG EYON _ FROM FRONT OF EQUIPMENT 8 MINIMUM OVERHANG FR QU A. EXHAUST FAN AND SUPPLY FAN. COOKING EQUIPMENT COOKING EQUIPMENT TOP CHORD OF TRUSS ` , !� SPECIFIED BELOW,WITH FIR PROTECTION SYSTEM B. ALL STAINLESS -STEEL HOODS AS PE IFIED E , FLOOR SLAB Fl.00R SLAB 2 HOUR RATED BLOCK WALL COCONTROLS,CABINET,AND CLOSURE STRIP. iVi GRADE. LAY—IN CEILING W 1—ROW OF / L£ ALL AROUND FIRE RATED TI AR END VIEW 1/2- THRU—BOLT 8 ALL HOODS SHALL BE MANUFACTURER BY GREASE MASTER OR—EQUAL THE DISCHARGE GREASE HOOD OF THE GREASE EXHAUST FAN SHALL BE 40 INCHES ABOVE THE ROOF. LOCK WASHER NT VIEW FRO I ALL THREAD ROD MINIMUM 3 s' pIA. MN / 9. HOOD S LLBE GALVANIZED STEEL 16 GAGE MINIMUM ALL EXHAUST DUCTS FROM THE GREASE H HA HEX NUT DUCTWORK 4 PER FT. MINIMUM TOWARD THE HOOD. AND ALL SEAMS WELDED. SLOPE HORIZONTAL TW RK 1 / ALL THREAD ROD. . COOKING EQUIPMENT MINIMUM 3/8 A. 10. HOOD CONSTRUCTION SHALL BE A MINIMUM OF 0.0478 STAINLESS STEEL: ALL SEAMS AND JOINTS L. L WOOD TRUSS HANGER. DETAIL SHALL BE LIQUID TIGHT WITH CONTINUOUS, EXTERNAL WELD. FINAL CONNECTIONS SHALL BE MADE GREASE EXHAUST HOOD ELEVATIONS MADE BY THE MECHANICAL CONTRACTOR.. _ 3 4 NOT TO SCALE H 3M FIREMASTER DUCT WRAP 1 ONE LAYER FIREMASTER DUCT P 2 3 NLA FILAMENT TAPE 4 BANDING - 5 3 PERIMETER OVERLAP 6 3 LONGITUDINAL OVERLAP 7 MIN.DIAMETER HANGER 8 1-1/2". x 1-1/2- x 1/8- ANGLE 4-0 O.C. 9 8 WIDE FIREMASTER COLLAR FOR BUTT JOINT OPTION 10 FIRMLY BUTTED JOINT FOR BUTT JOINT OPTION H n PROTECTION PLENUM, PR TE N NOZZLE G G DUCT PROTECTION : NOZZLE DETECTORS DETECTION LINE F F APPLIANCE PROTECTION NOZZLE AGENT LINE E CONTROL CABINET NEXT TO HOOD SIMILAR _ D D REMOTE SYSTEM CONTROL. AUTOMAN MANUAL, -" WITH AGENT TANK ENCLOSED PULL STATION SEE PLAN FOR LOCATION ® EXIT DOOR TYPICAL FIRE SUPPRESSION SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN SCALE: NONE C . C - B e A A 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 AMA! ARCH(TE TURF 510 Walnut Suite 200. KansasM; Cit .O' 64108 y 1 P 816.994.5900 / 6.99 5900 5901 F \\\1FIIIIII�j�,7/ > No. 5" _ IOtt .l J. STAT uTATIr D. Adam§�P.E. ' a F N .153236 a .Seal MILLION AI FBO SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 Consu-Itants Cml�% �o L ENGIFAE C.A. No. 27848 13651 CRYSTAL RIVER DRIVE' ORLANDO, FL. 32828 phone: (407)27773431 fax: (407)277-834,3 email: darius®clear-engr.corn / , r ecification is This drawing and/or sp provided by the Architect, as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, Computer files, notes and other documents prepared by the Architect f Service shall o Se i as Instruments remain the property of the Architect: The Architect shall retain ail common law, statutory and other reserved i rights, including copyright the co ri ht thereto. Copyright 2013 AMAi Architecture ISSUED FOR: 3�;V;! MA`Iit.. I_ ."'IaIfi',N 12.10. �3 HVAC DETAIL P N HO LA0.. TAG MODEL LENGTH MAX COOKING TEMP. EXHAUST PLENUM TOTAL SUPPLY CFM 11000 CONSTRUCTION HOOD CONFiG. TAG TOTAL EXH. CFM QTY. r B i GRIT LENC111 END TO END ROW WIDTH LEND. DIA. CFM S.P. 1 111 5424 NO -2 -PSP -F 9' 10.00' 600 Deg. Y16J t0' 20 2163 -0.910" 1730 430 SS Where osed �P ALONE ALONE SIZE YES 621 L8S "t) TATh7nPUAPfnM HOOD LA0. TAG OPTION i Hl FIELD WRAP ER , 7.00" High Frantconi Right BACKSPLASH 122,00' High X UTILITY CABIN LEFT VERTICAL END PANEL 27" Top WIdth, 21" Bottom Width, 80" High Insulated 430 H 000 NO. TAG TYPE QTY. r B i GRIT LENC111 QTY. TYPE WIRE GUARD LOCATION YSTEM SWI1 FIRE SYSTEM PIPING 11000 HANgNG OUGHT TYPE SIZE MODEL I WANIITY 1 Ht Co trate Solo Filter p 1 16" 16" 3 Incandescent NO SIZE SIZE YES 621 L8S 5 18" 20" HOOD LA0. TAG OPTION i Hl FIELD WRAP ER , 7.00" High Frantconi Right BACKSPLASH 122,00' High X 154.00'. Long 9 4 30 SS LEFT VERTICAL END PANEL 27" Top WIdth, 21" Bottom Width, 80" High Insulated 430 55 1 RICHT VERTICAL END PANEL 27" T Width, th 21" ' Bottom Width 80" High Insulated w otos 430 SS . 1� 2 Serif PT ACo kmm T 11OF1 8�flcr� FAN NIT NO TAG FAN UNIT MODEL I BLOWER HOUSING CFM ESP. RPM H.P, 1 VOLT FLA C COOLI NG ql ENTERING DB COOLING COIL ENTERING WB COOLING COIL COOLING COIL COOLING COIL COOLING COIL SENSIBLE COOLING COIL WFJCHT (LBS.) SONES 125 LA0, 0.154" MPU M _, FM /2 AI -410 -MPU - SUPPLY FAN (MPU) t, SUPPLY UNIT WITH to' elOwl9t IN suE p HOUSING .. T„ L7 SIZE SIZE TEMP. TEMP, LEAVING DB TEMP. LEAVING WB TEMP. TOTAL CAPACITY CAPACITY. LATENT CAPACITY 20.5 Am P s 15.5 Am a P 2 MPU Al -010 -MPU '- GIO At 1730 0.600 865 1.000 1 115 14,0 90.OF 78,OF 78.OF 710F 38.0 MBH 22.8 MBH 15,2 MBH 995 d7.1 AN INFORMATION - Job#196 599 FAN NIT NO TAG FAN UNIT MODEL � CFM ESP. RPMH.P. H. 0 VOLT FLA WEIGHT (LBS) SONES 1 EF -1 NCA16HPFA 2163 1.450. 1245 1.500 1 115 20.4 162 125 FAN WIDTH HEIGHT TYPE WiDTH LEND.IA. D q= M SP, 1 HLroll F 118" le" 6" MUA 10" 28" 578 UNIT TAG FAN UNIT MODEL I CONDENSER NO, TONNAGE VOLTAGE PHASE FREWENCY MCA RtA [MAX FUSE MIN, WIRE LA0, 0.154" MPU M _, FM /2 AI -410 -MPU - SUPPLY FAN (MPU) t, SUPPLY UNIT WITH to' elOwl9t IN suE p HOUSING .. T„ L7 SIZE SIZE 2 MPU - A1 CIO PU M 1 3 208-230 1 PHASE BO H: 20.5 Am P s 15.5 Am a P 0 Amps P 12 AWC . FAN /1 NCA10HPFA E)CHAUST FAN (FF-1� P FEATURES, 1/2" 39 3/8 26 1/2' .. - ROOF MOUNTED OU D FANS.. RESTAURANT MODEL - UL705 AND UL702 . . - - AMCA SOUND AND AIR CERTIFIED VENTED - .WIRING FROM MOTOR TO DISCONNECT SrWT CURB EAN OPTIONS- - - _ i WEATHERPROOF rnFJPR00F DISCONNEC The model NO -2 with PSP Access Is o compensating canopy hood naiad �. for all types of cooking equipment. maL Tha hood shall hove. the aize shape and performance specified an drawings. Construction shall be type 430 stainless steel, eel, with OF 3 or dish where I NP emanufacturer, xposod. me,ETL and NSF shall decamine the Indiddaol component construction. Construction shall be dependent sndent on the otructurol applicationn to minimize m ze dlslortian and other defects. All seams KA TVI HOOD LA0. TAG POS, LENGTH WIDTH HEIGHT TYPE WiDTH LEND.IA. D q= M SP, 1 HLroll F 118" le" 6" MUA 10" 28" 578 0.154" SIDE GRAVITY MOTORIZED WALL MUA 10" 28' 1 576 0.154" 1 MUA 10" 28" 576 0.154" Pints and enetrations of the hood endosur w }a P e to the lower outermost perimeter that directs and captures gr "se-laden vapor and exhaust gases shall have a liquid -tight continuous external Wold In accordance with NEPA 96. - be hood shall be wall type with a minimum of four, connections for hanger 9 ode. a r Connecloro shall hero 9/16' / tides pre -punched In 1 yr" x 1 A" angle iron d a d t the factory to allow for hanger rod connection by others. The hoodall fa sf1 be mished with U.L. dassiflad f7tars, supplied in size and. quantity s required q y o req ed by ventilator. The filters shall extend the.full length of the flood and the fluP or a vols shall not be more a " e th n 6 n width. FAN UNIT TAG OPTION (Qty. Dees.) N0, 1 EF -1 1 - Grease Box 2 MPU 1 - Elora Set of Belts 1-3 S I Ton Single Circuit Modular Packaged Cooling Option for Size 1 MVA (1,100 to SII 9 9 GP 11,800 cfm 208V 230V 1 i r hose. Cooling Thermostat or Programmable Stat Required 9 °9 ltR ed eq fProperOperation, 1 - Full Crattng For Untempored Fans 1 - Insulated Blower Section Size 1-2 Commercial 1 - Mod Package Unit AC Controls far r UntemPaad Fans 1 - Condenser Support Size 1 Mod Package Unit 1 - Motorized Backdraft Damper for Size 1 Houo(ng 1 Curb Duct Hangs 1 - Miami Dade Certification. HIGH HEAT OPERATION 3007 (149C) 20 GREASE CLASSIFICATION TESTING N 20 GAUGE • 33 3/4 � NORMAL TEMPERATURE TESL STEEL' ' 22 5/e EXHAUST FAN MUST. OPERATE CONTINUOUSLY CONSTRUCTION CTION . WHI - LE EXHAUSTING AIR AT 300E (49 C) 1 .. .. UNTIL ALL .FAN- - PARTS HAVE REACHED . THERMAL EauIue RIUM AND WIrnour ANY _ 3 FLANGE DETERIORATING S N EFFECT TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION: 'ABN RMAL FLARE-UP TEST. EXHAUST FAN MUSTOPERA TE CONTINUOUSLY NUOUSLY R00 OPENING WHILE EXHAUSTING I - TI BURNING GREASE VAPORS ,� DIMENSIONS 24 AT eOOF (1trC) FOR A PERIOD OF. . � 24 . 18 MINUTES WITH :: _ WITHOUT 111E FAN BECOMING - - 16 1/2 DAMAGED TO ANY EXTENT THAT COULD CAUSE. - - AN UNSAFE CONDITION -- M OPTIONS The hood manufactur l a. shall -i_ supply complete I e 9 P .compute generated submittal T� I drawingss including hood sections. , lo' dew s and hood plan vieves . These drawings s must be avolPble.to the engineer,architect and owner for their use in construction operation and d maintenance. _ Exhaust duct collar to be 4" hl h with 1' Range, Duct sizes, ,CFM and static " prossare requirements shall be as shown on drawings. StaticP ressure requirements shall be reclao and accurate' air 1 eq p velocity and volume it ti ahllb t FAN ITEM EXHAUST SUPPLY UNIT TAG 2 2 53 LBS / Curb' N0. 12 GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL Rai 6,000"W x 21.000% x 15.000"HAlong Width, CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT 1 EF -1 I-- I I 2 MPU M YES B 28 CREA sE ox DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) nor - 54 ma a! o a scars e w thin 1 ft increments slam9 the Ian th of the , L 9 , .0.L ListedhwiMsc.nl Lt¢,l F&lure- _.. ventilator. .lamp Aeeamdy U,L Incond"cont light fixtures and globes shall be installed and pre- w(red to anction box. The light fixtures shall be Installed x }r 9 t led wllh d maximum of 0", spacing on center and allow o ep to 0 100 watt standard light bulb. 9 P 9 The hood sholl have: - A double wall Insulated Dont to eliminate condensation .and increase rigidity., The Insulation shall hero a flexural modulus of 475 B, meet UL 181 28" 28 28• requirements and be in accordance with NFPA 90A and 908, ON No' FAN WEIGHT ITEM SIZE 1 I 1 41 TBS Curb 26.500"W x 26.5001 x 20.000"H Vented Hinged 2 2 53 LBS / Curb' 21.000"W x 1 e 2.000"L x 15.000'11 18 Gauge MPU Curb gips 12 Rall 6.000'W x 21.0001 x 15,000"HAlong Width, 12 Rai 6,000"W x 21.000% x 15.000"HAlong Width, L FEW MIAPPFR 7.00 HIGH (SEE 11000 OPTIONS TABLE) E)a1AUST LASER ATTACINNC PLATES HMUNG MOLE SUPPLY RISER Mm H2 J 4 WIUME DAMPETt n 1 I 4" � / • 23.5% OPEN STAW$S 10" CMIRAIE SOLO I STEEL PENFORAIW PAIL " FILTER MIH HOOK -T- ?INTERNAL STANDOFF -- -__ U jr 10• -1 I 24" NOM. ° AIRFLOWIra, I � • RESISTANCE VS. AHt1LOW-z^c.Prc.m c,y.o-:artsww lma �- 39 1/2 13 1/4. COOING COIL MODULE u -r -- 1-1 11 1/2-, FLEX CONDUIT rrw ctrl n „� WIRING Z1" MPT CONNECTION FOR M7.>IT1 PARTICLE DIAL(w„) . A KFLOW(cT.) SS PITCHED DRAIN PAN 1r rs tt1E HFSPdNSiBUTY ENSURE TINT THE HOCOO GUEA M � _ SPECIFICATION: APTRA - T P _ FROM UMIIW-COMBUSTIBLE __ - nn Mo COMOUSTIULE MATERIALS THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING `j Is N COMPLIANCE WITH A UNIQUE S -BAFFLE DESIGN IN CONJUNCTION NTH A SLOTTED REAR BAFFLE DESIGN 39 1/2 " L0cooE REQUIREMENTS, DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. ,N/ Vg �' 180 3/4 G FILTER IS CONSTRUCTED OF 430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD 32 IN 421/B• 421/8' 2 -INCH DEEP HOOD CHANNEL(S). .. . 48,0 MAX - . .. ..- UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO CONDENSER t Qum DrWNCOMPONENTS WHEN ASSEMBLED. WITH REMOVABLE CUP ' GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75X OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 90%. GREASE PARTICLES SEVEN MICRONS IN SIZE AND eACKS'LASH 122 It LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. . X 15400" LONG 335/10'.. _ E I T - - B m LIFTING LUG F AIRFLOW COIL 42 3/4' SERVICE ACCESS 411- AIRFLOW AIRFLOW DISCONNECT DOOR E SPECIFICATIONS LEFT MD RIGHT VEROGAL END PANELS 27, 111 ADJUSTABLE LEGS THE RESTAURANT RRE SUPPRESSION SYSTEM SHALL BE THE: PRE-ENGINEERED SECTION ffEW - M_0El- E TYPE NTH A FiXED NOZZLE AGENT DISTRIBUTION NETWORK, IT SHALL BE LISTED HOOD - {�a "I�WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION 29 3/4" SWITCH CONDENSER BLOWER/MOTOR ACCESS DOOR OISCONNECi ao 24" SERVICE c 3 3/4° 15" EQUIPMENT CIXRB - 21" - 21' PLENUM PROTECTION ROOF OPENING Y SMALLER MAN CURB DYENSION. - WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE NOZZLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. a5 11/10' THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM DUCT PROTECTION ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT 107 13/10" NOZZLE OF GREASE RELATED FIRES. IT SHALT. BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Typical Droin Trop Install Recommended Coding Call Drain Trap Configuration D DETECTORS P THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE �- LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND D DETECTION LINE INSTALLED ACCORDING TO THE .OPERATING TEMPERATURE IN THE VENTILATING No Unions i '.'. SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ awn wt v r I._ �r LINKAGE ASSEMBLY, a _ y 1- 12• Min APPLIANCE PROTECTION P ..; NOZZLE AGENT UNE r Notes: I" diameter PVC Pipe onlyp 2 Uso only low profile caplinga 3 Add dean out as shown C � °v DPDD p A - An integral front baffle to direct grease laden vapors toward the exhaust 13 4 17 8 9 10 11 _r 4�� , m (SINGLE EXHAUST) MillionAir FBO = Sanford I-- I I ^ M niter bank. - � � r A built-in wring chase prodded for outlets and electrical controls on the FM /2 AI -410 -MPU - SUPPLY FAN (MPU) t, SUPPLY UNIT WITH to' elOwl9t IN suE p HOUSING .. T„ L7 10• - BMW ': --- - rFmm ® s.>�w. �► 10' - IQ' O A II Tllr hood face and shall not 2. INTAKE HOOD MIH EZ FILTERS 3, -> N .. ANN ®' 'essessit ® ® m essair w®® esu war ( $ I- .. N penetrate the capture area a require an external chase way. - DOWN DISCHARGE - NR FLOW RIGHT LEFT 4. EXTRA SET OF Y BELTS ON,Y TO DE ORDERED AS FAN OPTION AT TIME C ® - Removable rease a - - 9 P for easy cleaning. - FAN IS CROEREB. - 5. 3 TON. SINGLE CIRCUIT MODULAR PACKAGED COa.NO OPTION FOR SIZE 1 MODULAR PACKAGED ULAN, INCLUDES K O 8 .. itis hood shall be EListed as 'Exhaust Hood Without Exhaust Damper". NSF CONDENSER, DX ODI, FILTER/DRYER TOT, HAND STMT � KIT, THERMAL EXPANSION VALVE, R410A REFRIGERANT, AND REFRIGERMT PIPIN0. (1,100 TO 1,800 CFM) NOT BUILT MTH OPPOSITE SIDE CCNIROLS OR OPPOSITE AIRFLOW DIRECTION. CONDENSERS REQUIRE SEPARATE 208V, I PHASE POWER SUPPLY. COIL , 2EIIDDIN Listed and butt m accordance witthh NEPA 98. - - - 0. FULL CRATING FOR LNTEMPERED FMS FOR SHPPING. . I - - - - - - 7. INSULATED BLOWER HOUSING SIZES 1-2 COMMERCIAL MWULM . U 59' 59' The hood Oholl pe listed for 450E cooking surfaces at 150,CFM/ft e00F d CONTRA. PACKAGE FOR MOD PACKAGE UNIT COOLING ONLY UNIT. INCLUDES ARFLOW PROWNG SM 2 STAGE THERM Tao OST AND TERNHAI BLOCKS. cooking Surfaces at 200 CFM/ft, and 700F cooking surfaces at 250 CFM/ft. - - 9. SUPPORT SHELL FOR SIZE 1 MOD" UNIT. INCL AIR DAMPER. INCLUDES CONTROL VESiIOULE.- INCLUDES CONDENSER SUPPORTS ODES NOT INCLUDE RETURN AIR OR INLET I The hood shall be EIL Listed as "Exhaust Hood Without Exhaust Damper , - - 10. MOTORIZED DRAFT DAMPER 1e' X to", STANDARD GALVMVW CONSTRUCTION, 11/4' REM FLANGE, MIH NS4104F MOTOR, WALL SUPPLY MOUNT, FOR SIZE 1 - - BACK " 18 1/Y -I 39' 39' I- 20 1/2' - UNTEMPERED FAN HOUSING (5191) - _ . 11. CURB DUCT HANGER - 1-1/4" ANGLE IRON FRAME WELDED TO CURB To Sumorif STANDARD SIZE g1CTWON(. PRICED PER CURB, ONLY AVALABLF WHEN CURE. 9' tO,aYNan./9' 10.00 OD - I BLY IS CT MIMWII - 1 DADE AND MND LOAD CERTIFICATION - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CDDE APPROVAL CURBS MUST BE 18 GAUGE ALUMINIZED. MPU CURB CUPS ORDERED SEPARATELY. - - `J � N VIEW - Hood #J 1 �� TL-- H 1 l ' �-1J. UDES CLEM -Hal TEMP - - BLOWER DISCHARGE 0' 10,00" LONG 5424NU-2-P5P-F ASSFAIBI.Y, INCLUDES CLFiVt TIERMAI. AND ASSEMBLY. - CURB J SIM RErsTMT %OBE (LM FIXTURE) FIMER COLLErTTON EFFICIENCY FEW MIAPPFR 7.00 HIGH (SEE 11000 OPTIONS TABLE) E)a1AUST LASER ATTACINNC PLATES HMUNG MOLE SUPPLY RISER Mm H2 J 4 WIUME DAMPETt n 1 I 4" � / • 23.5% OPEN STAW$S 10" CMIRAIE SOLO I STEEL PENFORAIW PAIL " FILTER MIH HOOK -T- ?INTERNAL STANDOFF -- -__ U jr 10• -1 I 24" NOM. ° AIRFLOWIra, I � • RESISTANCE VS. AHt1LOW-z^c.Prc.m c,y.o-:artsww lma �- 39 1/2 13 1/4. COOING COIL MODULE u -r -- 1-1 11 1/2-, FLEX CONDUIT rrw ctrl n „� WIRING Z1" MPT CONNECTION FOR M7.>IT1 PARTICLE DIAL(w„) . A KFLOW(cT.) SS PITCHED DRAIN PAN 1r rs tt1E HFSPdNSiBUTY ENSURE TINT THE HOCOO GUEA M � _ SPECIFICATION: APTRA - T P _ FROM UMIIW-COMBUSTIBLE __ - nn Mo COMOUSTIULE MATERIALS THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING `j Is N COMPLIANCE WITH A UNIQUE S -BAFFLE DESIGN IN CONJUNCTION NTH A SLOTTED REAR BAFFLE DESIGN 39 1/2 " L0cooE REQUIREMENTS, DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. ,N/ Vg �' 180 3/4 G FILTER IS CONSTRUCTED OF 430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD 32 IN 421/B• 421/8' 2 -INCH DEEP HOOD CHANNEL(S). .. . 48,0 MAX - . .. ..- UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO CONDENSER t Qum DrWNCOMPONENTS WHEN ASSEMBLED. WITH REMOVABLE CUP ' GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75X OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 90%. GREASE PARTICLES SEVEN MICRONS IN SIZE AND eACKS'LASH 122 It LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. . X 15400" LONG 335/10'.. _ E I T - - B m LIFTING LUG F AIRFLOW COIL 42 3/4' SERVICE ACCESS 411- AIRFLOW AIRFLOW DISCONNECT DOOR E SPECIFICATIONS LEFT MD RIGHT VEROGAL END PANELS 27, 111 ADJUSTABLE LEGS THE RESTAURANT RRE SUPPRESSION SYSTEM SHALL BE THE: PRE-ENGINEERED SECTION ffEW - M_0El- E TYPE NTH A FiXED NOZZLE AGENT DISTRIBUTION NETWORK, IT SHALL BE LISTED HOOD - {�a "I�WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION 29 3/4" SWITCH CONDENSER BLOWER/MOTOR ACCESS DOOR OISCONNECi ao 24" SERVICE c 3 3/4° 15" EQUIPMENT CIXRB - 21" - 21' PLENUM PROTECTION ROOF OPENING Y SMALLER MAN CURB DYENSION. - WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE NOZZLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. a5 11/10' THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM DUCT PROTECTION ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT 107 13/10" NOZZLE OF GREASE RELATED FIRES. IT SHALT. BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Typical Droin Trop Install Recommended Coding Call Drain Trap Configuration D DETECTORS P THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE �- LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND D DETECTION LINE INSTALLED ACCORDING TO THE .OPERATING TEMPERATURE IN THE VENTILATING No Unions i '.'. SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ awn wt v r I._ �r LINKAGE ASSEMBLY, a _ y 1- 12• Min APPLIANCE PROTECTION P ..; NOZZLE AGENT UNE r Notes: I" diameter PVC Pipe onlyp 2 Uso only low profile caplinga 3 Add dean out as shown C A � °v DPDD p A 1 2 13 4 17 8 9 10 11 _r 4�� , m (SINGLE EXHAUST) MillionAir FBO = Sanford M m n rA1 .. T„ L7 - BMW ': --- - rFmm ® s.>�w. �► O A II Tllr (A Ln� of 0 N ANN ®' 'essessit ® ® m essair w®® esu war $ .. N "®' C HST www.captiveal^11 CUM2 a 104 W 9th St Suito 204, Kansas City, M0, 64105 PHONE: (816) 221-8575 FAX; (810) 221-8311 EMAIL: rag98(_Wcaptiveaire,cvrn A p A 1 2 13 4 17 8 9 10 11 AMAi ARCHiTECTUI'E 1510 Walnut 19uite 200 Kansas City; Mo. 64108 P81 816.994.5900 / 5901 F D�'y LJ p C i SEN \ J . 1w 'fi �- . y D No. 5.3236 c) r, G ' ^v l-. rF 1 t d` f 1 iy Darius D. Adams, P.E. FL PE No. 53236. Seal MILLION Alm FB SANFORD-ORLANDO INTtL, AIRPORT 2841 Flightline Ave. Sanford, FL 32773 Project No. 2013157 C0h8uaItaht§ L C A EPA�..�iIgEER,IP°' (_ C.A. No. 27848 13651 CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone:, (407)277-3431 fax: (407)277-8343 email: darius@clear-engr.com This drawing and/or specification is provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, specifications, ns, computer files, nates and other documentsre ared by the Architect p p as Instruments of Service shall remain the property of the Architect. The Architect shall retain all common law, statutory and other reserved rights, including copyright the co` ri ht thereto. Copyright ri ht 2013 AMAI Architecture ISSUED FOR: Dt-.5- K1 *,i HVAC/ \ C HOOD DETAILS AM IN 12 13 14 15 16 17 18 19 20 21 122 123 124 I I i I P N HOOD NO, TAG MWEL LENGTH MAX COOKING TEMP. ExHAU TOTAL SUPPLY CFM HOOD CONSTRUCTION H FIG. TOTAL ExH. CFM , HEIg1T LENGTH END TO END ROW WiDTH LLNC. DIA. CFM S.P. 1 HI 5424 ND--2-PSP-F 9' 10.00 600 Deg. 2163 10" 1 20° 2163 1 -0.910' 1730 430 SS Where Exposed ALONE ALONE Inaandescet !r =TAG OPTIONN0. CFM ESP. FIRE HOOD 11003 TAG TYPE QTY. HEIg1T LENGTH QTY. TYPE WIRE GU ARD LOCATION RE SYSTEM ELEC i SWATCH SYSTEM PIPING HANGINGN0. WGHT TYPE SIZE - MODEL / GUANTITY 1 111 Ca trate Solo Filter P 1 16" 16' ESP. Inaandescet NO VOLT FLA YES 821 LBS 5;W3 18' !r =TAG OPTIONN0. CFM ESP. RPM 1 111 FIELD WRAPPER 700' High Front Left Ri hl FLA T (LBS.) WEIGHT LBS BACKSPLASH 122,00' High X .154.00 Lang 430 SS COOLING COIL .. LEFT VERTICAL END PANEL 27" .Top Width; 21' Bottom Width 80' High Insulated 430 COOLING COIL ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT FORM LA T)UCT PROTECTIONTypical train Trap Install Recommended Coding Col Drain Trvp Configurotlgt OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS NOZZLE' WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. SS MUA FANCOOLING RIGHT VERTICAL END PANEL 27' Top Width, 21' Bottom Width, 80' High Insulated 430 FAN UNIT MODEL / BLOWER SS MUA f:91Y 11VfVfTJHA11V1V -. JVv I JULV.7,7 CFM ESP. RPM H.P. f VOLT FLA T (LBS.) WEIGHT LBS COOLING COIL COOLING COIL .. 576 COOLING COIL ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT FORM LA T)UCT PROTECTIONTypical train Trap Install Recommended Coding Col Drain Trvp Configurotlgt OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS NOZZLE' WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Q MUA FANCOOLING TAG FAN UNIT MODEL / BLOWER HOU�IIC7 1 ESP. RPM H.P: w VOLT FLA ENTERING DB ENT NP. Wfl COIL COOLING COIL LEAVING DB TEMP. LEAVING W9 TEMP, COOLING COIL TOTAL CAPACITY SENSIBLE CGOUNG COIL LATENT CAPACITY (LOS.) WEIGHT LBS. SONES N T NO 1 Z NOZZLE Notes: 1 1 diameter PVC Pipe on[yy AGENT LINE Use only low profile couplings 3� Add dean out as shown `' C ' O VW www.captiveai HVAC TEM TEM t HOOD CAPACITY 2 MPU At -G10 -MPU G10 A, o 4, 0.800 865 - 1.000 1 115 14.0 90.0E 78 0E 78,0E 73.0E 38.0 MBH 2 22.6 MBH 15.2 MBH 995 17.1 Kansas CRY; x/10 641 ° 08 :.. F .. F' X16.994"59Q0 / 5901 F, - N - AN -1T -' � _ FA- f1 NCAIBHPFA ExHAUST F (Eh. FAN TAG I MODEL AN LINT j CFM ESP. RPM H.P. f VOLT FLA T (LBS.) WEIGHT LBS SONE S NIT NO 28' 576 N0. ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT FORM LA T)UCT PROTECTIONTypical train Trap Install Recommended Coding Col Drain Trvp Configurotlgt OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS NOZZLE' WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Q MUA 1 2 8' 578 0.154" 1 EF -1 NCA16HPFA 2163 1.450 1245 L500 1 115 20.4 162 12.5 710 1/2 I FEATURES: . J9 3 20 1 /2 � ' -ROOF MOUNTER FANS FAN UNIT TAC FAN UNIT MODEL CONDENSER TONNAGE VOLTAGE PHASE ' FREQUENCY MCA RLA X USE MAX. F SIZE MIN. PARE SIZE N 0. 28' 576 N0. ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT FORM LA T)UCT PROTECTIONTypical train Trap Install Recommended Coding Col Drain Trvp Configurotlgt OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS NOZZLE' WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Q MUA 10' 2 8' 578 0.154" 2 MPU Al -G10 -MPU 1 3 208-230. 1 PHASE 60 Hz 20.5 Amps 15.5 Amps 30 Amps 12 AWG . - RESTAURANT, MODEL - VL705 AND VL702 VENTED - AM CA SOUND AND AIR CERTIFIED. CURB - -WIRING FROM MOTOR TO DISCONNECT SWITCH WEATHERPROOF DISCONNECT ', ', 20 i MVIR1 fes' AGYLOFY TpFI . _ - HEAT OPERATION 300E 148-C ltA-I T3E� �� - HIGH( ) - t i can hood rated- compensating ND -i with PSP Accesses a o coin en t The modal f 2 Y P 9 .OPY a t shape and The hood eh II have the size, sh for all types of cooking equipment.P performance specified on drawings Construction shall be type 430 stainless steel, with a /3 or 14 polish where e>Wused. The manufacturer, ETL and NSF shall determine the individual component construction, Construction shall be dependent on the structural application to minimize distortion and other defects. All seams, i 9 orad enclosure l0 the lower outermost Irl d tr 11 f the h M 11000 FTAG " POS.7LF N0. DIH HEIGHT b ISER NOZZLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. 10713/16' TYPE 'MDTH LENC. DIA, CFM S.P. 1 111 Front 118' 16" 8": MUA 10"' 28' 576 0.154' ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT FORM LA T)UCT PROTECTIONTypical train Trap Install Recommended Coding Col Drain Trvp Configurotlgt OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS NOZZLE' WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Q MUA 10' 2 8' 578 0.154" MUA I 0" 28' 576 0.154" )o s an pone a on o a perimeter that directs and captures grease -lade vapor. and exhaust gases shall have a liquld-tight continuous external weld In accordance with NFPA 96. The hood shall be wall type with a,minlmum of four connections for hanger rods. Connectors shall have 9/18" holes pre -punched in 1 fit° x 1 fit' angle iron at the factory to allow for hanger rod connection by others The hood shall be furnished with U.L classified filters, Supplied in size and quantity as required by ventllat r. The filters shall extend the full length of the hood and the filler panels shall FAN UNIT TAG OPTION (Qty. - Dew.) NO. 1 EF -1 1 - Grease Box 2 MPU 1 Extra Set of Belts in tion for Size 1 MUA 1 100 to 1 - 3 Tan Single Circuit Modular Packaged Cooling Op ( , 1,tiOD cfm , 208V 23OV, l,phose: Coding Thermostat or Programmable Stat Required for Proper Operation. 1 - Full Crating For Untempered Fans 1 Insulated Blower Section Size 1-2 Commercial 1 - Mod Package Unit AC Controls for Untempero Fans 1 - Condenser Support for Size 1 Mod Package Unit - a Size 1 Housing 1 Motorized Backdroft Damper f P 1 - Curb Duct Hanger 1 - Miami Dade Certification. GREASE CLASSIFICATION TESTING - - N I O GAUGE UGE A STEEL - TEMPERATURE ST . NORMAL TEMPAN TE .: '. .. : CONSTRUCTION . . JJ J/+ EXHAUST. MUST, OPERA CONTINUOUSLY 22 5/a .. WHILE EXHAUSTING AIR AT 300E(1411 -C) UNTIL ALL FAN PART HAVE REACHED \ THERMALECA)IUBRIUM AND WITHOUT ANY 3 FLANcE , C V \ V - DETERIORATING TO THE FAN WHICH DETER EFFECTS �'. i WOULD CAUSE UNSAFE OPERATION. \ E ' ABNORMAL FLARE -VP LEST Q ,: EXHAUST FAN MUST. OPERATE CONIINUWSLY ROOF OPENING DIMENSIONS No. .WHILE EXHAUSTING BURNING GREASE VAPORS N 4 SSSS � 2 ' ' : „•- '.. . AT 600F 31WC FOR PERIOD OF 24 2 ( ) _ 15 MINUTES VATHOUT THE FAN BECOMING - _ ': ,• --• � . - - U - - .»:. . ---- 10 I/2 DAMAGED TO ANY EXTENT THAT COULD CAUSE M ~o AN UNSAFE CONDI110N. .. ' s b�F �, i OPTIONSI�fl= Oe not be more than 6 In width. GREASE Box . • �J 1t,�.d: , SQRfESr 1 The hood manufacture shall supply complete cm uta generated submittal drawings Including hood sections EXHAUST SUPPLY ra \.\_. T- a s . rowin s must be available to the FAN v(ew(s) and hood plan v�ewO These d 9 m t D D. ,.,1�-.E. to UNIT TAG arlus .Adam , P engineer, architect and owner for their use in construction, sailor and 9 Op ZED WALL N0. GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED FL PE No. 53236 NT L CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT \ - `DUCTWORK BETWEEN ' Exhaust duct collar to be 4 high with 1 Ron e. Duct sizes, CFM.ond static EXHAUST RISER ON HOOD u g i EF -1 FAN BY OTHERS pressure requirements shall be as shown on drawings. Static pressure ( ) , P eq 9 P YES AND requirements shall be precise and accurate; air velocity and volume 2 MPU Seal information shall be acwrole within 1 -ft increments along the length of the SEMBLIES L U.L Lbled Inoxi,14ocwd L.ght Fixtwo-likh ventilator. Tw V Ae,w,blyON WEIGHT ITEM SIZE U.L incandescent light fixtures and globes shall be installed and pre_ wired to N0. F AN a ncllon box. The light fixtures allot[ be installed with a maximum of 4'0' acin on conter and allow u to a 100 wall standard light bulb. 1 1 41 LBS Curb 26.500"W x 26.500"L x 20.000'H Vented Hinged nY spacing P 9 MILLi0�1 The hood shall have:. 2 1} 2 53 LBS.: Curb 21.000'W x 21.000"L x .15.000'11 16 Gauge MPU Curb gips - A double wall Insulated hoot to dlminate condensation and increase rigidity. l 2 Rail 8.000°W x 21.000"L x 15.000'HAlang Width, The insulation sholl have o flexural modulus of 475 EI, meet UL 1812 Rall 6.000'W x 21.000"L x 15.000'HAlong Width, R O ui and be in accordance with NFPA 90A and 900. 6�J �J 20 req remont9 • • - An Integral [rest baffle to direct grease laden Vapors toward the exhaust , . g ... FAN jt At G10 -NPU -SUPPLY FAH (AWL) - - filter bank. � 1. SUPPLY UNIT WTN 10' BLOWER IN SIZE p IIOUSINO - A butt -in wiring chase provided for outlets and electrical controls on the 2. INTAKE HOOD WiH EZ FILTERS D -O R LA N D O �-- �-- 9 P $AN FO R - hood face and shall not _ 3. EXTRA OET OF V E NR Flow To -i RDFT 10' 10 10 penetrate the capture area a require on external chase way. - _ - - 4. EXTRA SET LE CI BELTS ONLY TO CI ORDERED AS FAN OPTION ATE 1 FANISpAQ(O. Y P P eq Y �. � s J TON, SINGLE CIRCUIT MOONAM PACKAGED COOING OPTION FOR SIZE 1 MODULAR PACKAGED UNIT. INCLUDES CONDENSER, DX COL. fLTER/ORYiN KIT, HARD STMT � . p��y - t . - K I_ _ - Removable grease cup for easy cleaning. - _ - KIT, THERMAL EXPANSION VALVE, RMOA REFRK,ERMT, AND RIiRK,'ERANT PTPK (1,100 TO 1,000 CFM) ,NOT BUILT VAiN OPPOSITE 510E CONTROLS OR OPPOSITE - - - - :. I f L AIRPORT \ I 1��yys1 AT i AIRFLOW IXRECTIOK CONDENSERS REQUIRE SEPARATE 206V, 1 PHASE POWER SUPPLY. COL- 2HI00IN _ _ _ 1 V J� t Food Without Exhaust Dame NSF : 0. FLU CRATING FOR UNTEMPERED FANS FOR SHIPPING. - �f A �• g e The hood shall be ETL Listed as with NFPA i WI p 7. INSULATED BLOWN HOUSING SIZES I-2 COMMERCIAL MODULAR 2841 Fll htllne Ave. Listed and butt in accordance with NEPA 96. - & CONTROL PACKAGE FOR M00 PACKAGE LINT COOING ONLY UNIT. INCLUDES AIRFLOW PROVING SM ICN, 2 STAGE1HEfalOST AND TERMINAL BLOCKS g In surf at 150 CFM fl 600E AIR DAMPER. SHELL FOR SIZE 1 MODULAR PACKAGE UNIT. INCLUDES CONTROL VESTIBULE. INCLUDES CONDENSER SUPPORTS. DOES NOT INCLUDE RERM AIR OR MEET The hood shall be listed for 450E cocking aces n/fl, Sanford FL. 32773 cooking surfaces at 200 CFM/ft, and 700E cooking surfaces at 250 CFM/ft. 10. MOTO62ED BACK DRAFT DAMPER 16' x 18', srAINDUA GALVANIZED rXXNS1RVOnON, t 1/4" REM FlA1M,E, WIN M54104F M01'OR, WALL SUPPLY,110VNT, FOR St2E 1 The hood shall be ETL Listed as "Exhaust Hood Without Exhaust Damper'. ONIEMPERED FAN HWSNG (5191) r _ Ili 39"20 1 T .. - - _ IAS`-,D,6lY�TOfAHANGER - ERED. ,1-1/4 ANGLE IRON FRAME YARDED TO CURB TO SUPPORT STANDARD SIZE DUCIWORIC. F'fe(ED PER CORD. ONLY AVAILABLE MEN CURB 12, MIAMI DADE IMPACT Mo wN0 LOAD CERTIFICATION - MAW DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE APPROVAL CU185 MUST BE 16 - „ 9' 10.00"Norn./9" IG00'CO - , - CADGE ALUMINRED. MPk/ Wk8 COPS oROLrED SEPARATELY, . � Project N o. 2013157 . BLOWER DISCHARGE J W T FIX URE -HIGH TEMP - - CURD nNcaNDEscENT ucH , PLAN �(s� SS) 1C L ASSEMBLY, INCLUDES CLEAR THERMAL AND } { c - PSP -F RESISTANT GLOME L55 FIxhURE ®� `� I L� LJ 10-00 LONG �424ND-2 snacK ( ) fiLT73R COLLECTION PFPTCtPNCY - - - 54, - Ex}IA115T RISER - n ATTACHOIG PLATES � SUPPLY RISER MIH HNNONG ANGLE Vq-UME DAMPER '2J.5x OPEN STAINLESS � STEEL PERFORATED PANEL _ - G 16' CAPTRATE SOLO _ $ FILIER MIH HOOK 8' 3' INTERNAL STANDOFF - -_ _~ - 16' _I !I _ m 24" NO k #�C It b AIRFLOW ; I1PS75'TAfiCE VS. ATRIT.ON-z^uFn,�o'a:..,>cw,1'c"w Pm� -�� 391/2". 131/4" COOLING vn t_- 14 k� 19 \i L --E- T� ;, iOIL s Ile o MODULE C.A. No. 27848 / H 13651 CRYSTAL RIVER DRIVE 11 1/2 ORLANDO, FL. 32828 3 7 phone:, (407)277-3431 fax: (407)277 8343 FLEX CONDUIT email: darius®Clear-engr.com FOR FIELD „ WiRING I. MPT CONNECTION FOR n w SS PITCHED DRAIN PAN ' _ - - PdR'IICZE DIAMB'IT?It (um) AixPLow(�Bn; This drawing and/orspecification is ` iTISIHERE794SSOUTY _ R - - - rovided b the Architect as an OF THE . AINCFFTECT/OWNER To 0 FILTER P y SPECIFICATION: CAPTRATE �REAS�.-STOP S"OL ENSURE THAT Tit HOW CLEARANCE X _ THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING FROM LIMITED-COMBOSTIMLE - - AND CC4IBUSOBLE MAIENAts AUNIQUE S -BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, � 1/i Deo 3/4" G InSI.rUment Of Service and IS Intended G IS IN COMPLIANCE Wm TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. +2 32 1 ,/a' /U " 421/a for use on this project only. All LOCAL CGDE PDauREMF1IIS, _ - FILTER IS CONSTRUCTED OF.430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). CONDENSER 1 reports drawings specifications, ` UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO cam 48A" MAX COMPONENTS WHEN ASSEMBLED. computer files, notes and other CREASE ORNN GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASEdocumentsre ared b the Architect VAIN REMOVABLE WP - PARTICLES FiVE MICRONS IN SIZE; AND 90% GREASE PARTICLES SEVEN MICRONS IN SIZE AND p P y LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE.33 5/15' BACKSPLASII12Z 11 - .. o o as ,Instruments. of Service. shall X 154.00' LUNO _ remain the property of the Architect. 80" : DO" AFF IYP.. Fff// Etml T LIFTING LUG IF The Architect shall retain all common law, statutory and other reserved AIRFLOW rights, including the copyright 42 3/4 SERVICE ACCOICESS AIRFLOW AIRFLOW 4, B DIV S DISCONNECT- DOOR Lqtlleret0, J 29 3/4' SWITCH COD SER 21, 2E.CIFICATION5 LEFT NA MGHT VTRTICAL END PANELS _7 VAIN AD.USTAILE LEGS 27" THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED SECTION _MODEL 549�ND-9-FSP-E TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT S HALL BE LISTED _ } WITH UNDERWRITERS LABORATORIES, INC. (UL) HQQD BLOWER/MOTOR DISCONNECT ACCESS DOOR © Copyright 2013 t. 00 24• SERVICE 1- AMAI Architecture P -f E 111/4. ISSUED FOR: Iml 1V EQUIPMENT W(tB _ ROOF OPENING 2' SMALLER THAN CURB DIMENSION. - HEIR wRAPPFR 7.00' HIGH (SEE HOOD OPTIONS TABLE) b 54, - Ex}IA115T RISER - n ATTACHOIG PLATES � SUPPLY RISER MIH HNNONG ANGLE Vq-UME DAMPER '2J.5x OPEN STAINLESS � STEEL PERFORATED PANEL _ - G 16' CAPTRATE SOLO _ $ FILIER MIH HOOK 8' 3' INTERNAL STANDOFF - -_ _~ - 16' _I !I _ m 24" NO k #�C It b AIRFLOW ; I1PS75'TAfiCE VS. ATRIT.ON-z^uFn,�o'a:..,>cw,1'c"w Pm� -�� 391/2". 131/4" COOLING vn t_- 14 k� 19 \i L --E- T� ;, iOIL s Ile o MODULE C.A. No. 27848 / H 13651 CRYSTAL RIVER DRIVE 11 1/2 ORLANDO, FL. 32828 3 7 phone:, (407)277-3431 fax: (407)277 8343 FLEX CONDUIT email: darius®Clear-engr.com FOR FIELD „ WiRING I. MPT CONNECTION FOR n w SS PITCHED DRAIN PAN ' _ - - PdR'IICZE DIAMB'IT?It (um) AixPLow(�Bn; This drawing and/orspecification is ` iTISIHERE794SSOUTY _ R - - - rovided b the Architect as an OF THE . AINCFFTECT/OWNER To 0 FILTER P y SPECIFICATION: CAPTRATE �REAS�.-STOP S"OL ENSURE THAT Tit HOW CLEARANCE X _ THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING FROM LIMITED-COMBOSTIMLE - - AND CC4IBUSOBLE MAIENAts AUNIQUE S -BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, � 1/i Deo 3/4" G InSI.rUment Of Service and IS Intended G IS IN COMPLIANCE Wm TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. +2 32 1 ,/a' /U " 421/a for use on this project only. All LOCAL CGDE PDauREMF1IIS, _ - FILTER IS CONSTRUCTED OF.430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). CONDENSER 1 reports drawings specifications, ` UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO cam 48A" MAX COMPONENTS WHEN ASSEMBLED. computer files, notes and other CREASE ORNN GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASEdocumentsre ared b the Architect VAIN REMOVABLE WP - PARTICLES FiVE MICRONS IN SIZE; AND 90% GREASE PARTICLES SEVEN MICRONS IN SIZE AND p P y LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE.33 5/15' BACKSPLASII12Z 11 - .. o o as ,Instruments. of Service. shall X 154.00' LUNO _ remain the property of the Architect. 80" : DO" AFF IYP.. Fff// Etml T LIFTING LUG IF The Architect shall retain all common law, statutory and other reserved AIRFLOW rights, including the copyright 42 3/4 SERVICE ACCOICESS AIRFLOW AIRFLOW 4, B DIV S DISCONNECT- DOOR Lqtlleret0, J 29 3/4' SWITCH COD SER 21, 2E.CIFICATION5 LEFT NA MGHT VTRTICAL END PANELS _7 VAIN AD.USTAILE LEGS 27" THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED SECTION _MODEL 549�ND-9-FSP-E TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT S HALL BE LISTED _ } WITH UNDERWRITERS LABORATORIES, INC. (UL) HQQD BLOWER/MOTOR DISCONNECT ACCESS DOOR © Copyright 2013 t. 00 24• SERVICE 1- AMAI Architecture P -f E 111/4. ISSUED FOR: Iml 1V EQUIPMENT W(tB _ ROOF OPENING 2' SMALLER THAN CURB DIMENSION. - THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND, ACTUATION PLENUM PROTECTIONWITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE 85 njt6' b rAff NOZZLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. 10713/16' �. THE EXTINGUISHING AG ENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM .. ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT FORM LA T)UCT PROTECTIONTypical train Trap Install Recommended Coding Col Drain Trvp Configurotlgt OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS NOZZLE' WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Q T ® wmhnew® _.w® DETECTORS THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE ALL BE,SELECTED AND No Unions T LINK DETECTION SYSTEM. THE FUSIBLE LINK SHGoan out OPERATING TEMPERATURE IN THE VENTILATING INSTALLED ACCORDING TO THE 0 r� � DETECTION LINE SYSTEM. THE FUSIBLE LINK SHAH. BE SUPPORTED BY A DETECTOR BRACKET/ M, O H II r LINKAGE ASSEMBLY. I Mils o ��MlIff (N L7 APPLIANCE PROTECTION I Z NOZZLE Notes: 1 1 diameter PVC Pipe on[yy AGENT LINE Use only low profile couplings 3� Add dean out as shown `' C ' O VW www.captiveai HVAC t HOOD b rAff (SINGLE EXHAUST) MillionAir F130= Sanford �. DDDD a rn T ® wmhnew® _.w® M, O H II r .. o ��MlIff (N L7 M."7 ® 1111011111111 Z - 1>t 00 N ' O VW www.captiveai t p to o 4, h BT n �" 104 W 9th St Suite 204, Kansas City, M0, 64105 PHONE: (816) 221-8575 FAC: (816) 221-8311 EMAIL: roD98 tacuptivaalre.com / >o 9 0 22 23 24 5 6 7 8 9 1� 11 12 13 14 15 16 17 18 1 2 21 `` 1 2 3 4 I R R Q P Q P. N �M 3 3 h H W 4 C W S-2 N G 31 f� 1_ 3� rl E >�� S-1 2 ; 3 / 4 W C k Q, 3� N M L L ;. K �R F qSF , � 2 F 5 • 1 2,, 2�� M5� 2' 3 ��1 F5 p�F cpF -IsF ¢a 2 F5 2 T � EkI Sll HS -1 � N� c 2 w �K A� SIZ IGC E IG H F5 2 F 5 WAT RIS R DIAGRAM sr SCALE: NTS FSA RPP 5 D 1 0� � 5E TIG �E Ch- GP GP T oR0 �o IH RE T G TI0 PG ESP P �F H G PROVIDE TRAP PRIMERS IN ALL FLOOR DRAINS AND FLOOR SINKS. SANITARY RISER DIAGRAM SERI RT R IGH �E PE I� LO pPT I,I- FIE TP �E 5 fd I� E Gp P G F SCALE: NTS - F 12 3 4 5 6 7 8 9 10 111 12 113 14 115 16 117 118 119 120 121 22 123 24 ' AMAI P.I�CF-11T�C UT RE 1510 Walnut Suite 200 ' City, Kansas C y, MO 64108 P 816.994.5900 t5901 F I I.. ` ID. %. x ay c - Al� h L.: l Darius D. Adams, P.E. FL PE No. 53236 . Seal MILLION AIR. FBO SANFORD-ORLANDO INT'L AIRPORT 2841 Flightline Ave: Sanford, FL 32773 Project No. 2013157 Con8ultarits �wAL t s C.A. No. 27848 13651, CRYSTAL RIVER DRIVE ORLANDO, FL. 32828 phone: (407)277-3431 fax:. (407)277-8343 email: darius®clear-engr.corn This drawing and/or specification is . provided by the Architect as an Instrument of Service and is intended for use on this project only. All reports, drawings, s ecifications computer files, notes ando other.' documents prepared by the Architect as Instruments of Service shall remain the ro ert of the Architect. p p Y The Architect shall retain all common law, statutory and other reserved rio hts including the copyright thereto. Copyright; 2013 AMA! Architecture ISSUED FOR: PLUMBING RISERS PJM0