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Atlantic Boulevard 961 I 507'18'02' JOB N0. BLOW 26 35.000 REnra r PART OF ROYAL PAWS UAUT -Wo P,OW OF BBGI11 ENING 585.37;27'x; NOM 6'02or Pa 31, PGS 16-160 44.5 • 37.b2 36.00' DATE Po'a+� J24 E+ rr S85'37;27'x t paP o�tt.�s�r—� —472 641.86 4-20-04 0 _ DRAWN. BY nc+c� u&Jrr EA=w&r PQM oft 2,,,, arar 1 S85.37'27'x " x x _._. ,_., a 60.00 REM00N Poem x O J.Dr x xb`379' a N 80.28 aT�r LN •� ® cava PAD COV ®MANHOLE � 1� � Z • C �` v r� O/1? 2411-117! f 299 e q 17.9 q q dao• x 182'4,3 b8' V) 282•x' - 7s� I W 737' CAr PFR a/R ow 40' SaO OJT ttFa A t4T1 aoTWHa .� PAD ❑ � a I r. m N88018 S8'x X - 59.3 ❑PAoa wl x 147.68 p f STQRY MASONRY 0 11 24.3• lAODR�OF 9u1LAING ARE 1 95,E 961, 967 971. 974 975, 977. 979. S � ® �' CaQ 1 56`d' 9dA,1, 9894 991. 99� PrYiQi a'O. 98.E 985 987, 994 997, 991, 1001, 1005 1007, 10091, !� P 14 9 1014 1014 1021 q 1620' -� Q r • - ————— - co V s/w ZZOL—A 1 r— Owa — L-------- — ------- --- ___ colt S/w'j �, •s' p 126 0+ �. �. "o cars L--------- ----- -- ----� ` y L N � w Q b c aEaPAt o LL ob Po► / N NOTEPOLE •°s W >7p •a. •�� . LU j Asp"r ,588'18 38"fY '� '• 1 - ' 1-STORY MASAVR jM97-6.9' - 0 339 6 7 9' P _ N88'18 98' o zQ ' 0 1 } i -•�— '` —.- : - 20•UnIJTr EASaIgNT cd?1828 7i •so'oRlrtwl}r E�4SIxlENr PFR 0/1t 566J J7J I I . 1 440.00' , I — I 0 2Z19-306 S89'18'38'� I `n I 0/j? 3231 773 = �D/R 2843-750 i. 201.42' • 1 o • 1 Q w I 1 0 - • "' C U M N c Co 1 N o Lu Z Q � ^ O AaP"T 1 v A5P"T �j � Opp � • � W Q `�-•i V Q H 8 8' ° i Z ARES OF Wo�tK :. II 5 9.1 X " '� ' Publix - s R n ATLANTIC BOULEVARD a tJ R ru� - _"" J Q; f__ �,m _ (STATE ROAD A-1—A 100'R/W) �" F . . . . . . • . . . , C ,. ih 4. '.. W r I I N - - Z 88Z _ k,;17 - r aa� �,� CITY OF ATI-(ANTIC BcE:AC H ..<C -' J i BUILDING &ZONING a i • ;• � � � y APR 2 3 2004 • I O idJTM.UR W1N APPROVED BY: Atlantic Boulevard / I - 10 CITY OF ATLANTIC BEACH BUILDING O.FF.iG$ i APR 27 20 a JuNCK WALKER �— a ���rrlt��t • •r�rr•*rrlr■ i VIA,* � � li ` w J' {. ,•+ � � Tis � _ Coe I .. f n ry 1 1 i JOB NO. I 6 EXISTING BLOCK WALL 5 0455 DATE NEW PP 4-20-04 30 200A DRAWN BY J.D. 100'-0" a n f V 36 -0 64-0n z p� O z Q 07 � I { _ W CO) cy)uj at uu 2 Q zLu _Q Q (l ® z 0 CC Q cl) c Q cl) cl)Lu o OctLu CO CD o Q o z uj Q C WHITE BOX F WHITE BOX z Lu 0 FUTURE TENANT SPACE % FUTURE TENANT SPACE 0 THIS JOB CONSIST OF CONSTRUCTING ONE WALL, AND ADDING ONE ELECTRICAL SERVICE. w z �/ LLL Q x Lu oco � z Q Q W Lu UJ A-1 ~ 0 Q z Q J I ' Q V II UNDERSIDE OF ROOF DECK n/ 1 LAYER 5/8" TYPE "X» BEAM GYPSUM BOARD M 0) SEALED TO UNDERSIDEMETAL STUD U o a OF ROOF DECK FIRE BLOCKING W z �- 3-5/8" METAL STUD o / FIRE CAULK TO i o RUNNER SECURED UNDERSIDE OF BEAM v TO BEAM w Q z a 3-5/8" METAL STUDS Z v a Qii H = @ 24" 0. C. W/ OPTIONAL INSULATION O O O O r- 4 c w DOOR TO BE INSTALLED - m BY FUTURE TENANT o (1) LAYER (LOCATION MAY VARY) ' J 5/8" TYPE "X» ~ - z GYPSUM BOARD U W PR OJECT CODE INFORMATION w �61 z FLOOR PLAN cn W PROJECT DESCRIPTION: WHITE BOX = c z SCALE: 1/4" = 1'-0" y w BLDG. OCCUPANCY CLASS: MERCANTILE , NON SPRINKLED 6,000± S.F. = U Y U -a J -H BLDG. TYPE: TYPE IV, UNPROTECTED, COMBUSTIBLE Q a 3-5/8" METAL STUD RUNNER I OCCUPANCY LOAD: WHITE BOX 6,000 TOTAL SQ.FT., 1 STORY BLDG., SECURED TO CONC SLAB MEANS OF EGRESS: VARIES MAX. TRAVEL DIST., 2 EXITS, 36" MIN. WIDTH W/ POWER DRIVEN FASTENERS ADJACENT OCCUPANCY MERCANTILE, AND SMALL ASSEMBLY RESTAURANT ® 24" 0. C. FIRE RESISTANCE: INTERIOR BEARING/NONBEARING: NONCOMBUSTIBLE ROOF / CEILING NONCOMBUSTIBLE j 1 H EXTERIOR WALLS EXISTING BLOCK WALL, AND STOREFRONT SYSTEM UL DESIGN RATED DEMISING WALL: EXISTING 1 HR FIREWALLS, USUALLY ASSOCIATED WITH UL419 DOOR SCHEDULE J U N C K•■o■�t■e*•r ■�■■�*■■s A- 1,, �,., WALKER No. UL419 PLUMBING: NO PLUMBING NEEDED. TOILET RMS TO BE PERMITTED BY FUTURE TENANT 1 EXISTING 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE44MARL8 Se. . a si■. 2 EXISTING 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE �+■■■ ■ ■ 4■* ELECTRICAL:] ADD NEW 30 200 AMP POWER PANEL � �• ' �'' � '.� 1999 NATION ELECTRIC CODE 3 EXISTING 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE 17111 p� 4 EXISTING PR 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE y • >. # wnt y NEW 1 R. RATED WALL SECTION '1 H VAC: j EXISTING MECHANICAL TO REMAIN AS IS. j 5 EXISTING H.M.D. OPP Jji . pt ♦ !�.i r r SCALE: 1" - 1'-0" A�� 6 EXISTING H.M.D. NOTE: THE TENANT SPACE SHALL BE ADA COMPLIANT. SUBMITTED UNDER 2001 F.B.C. i JOB NO. 0455 DATE 4-20-04 I DRAWN BY I J.D. z o w I tr I� ' I I w . I I Q D oc O x U. W lITE BOX WHITE BOX 0 FUTURE TEN NT PAC FUTURE TENANT SPACE ® °C Q WLu - O i v I � � I i I I ' U N Wz � d- � o w CZ Q z c' Q ' Z � Q rh Q = CL s Of C3 LLJ aaM Cl Lu w J w REFLECTEDCEILING PLAN > cn _ Z 2 Cl Z SCALE: 1/4" = 1'-0" = U Y w U ul CEILING LEGEND Q I I ' EXISTING 2' x 4' ACOUSTICAL CEILING TILE AND METAL GRID SUSPENSION SYSTEM ' I EXISTING FLUORESCENT LIGHTING FIXTURE JUNCK& ,WALKER A 2 A•O f �0?•.. ':■fit■AT■■■ 4■■o! A a.NO 6'114 MtL./'AL<■■ 4G Y # ,'e AS Nq t F i a i it JOB NO. 0455 - j DATE 4-20-04 800 200 130 AMP METER CAN PANEL "Alf .12012088 200 AMP MLI } NEMA 1 3 Phase 4 Wire „ � 19-1/2 � CKT DESCRIPTION' WATTS BRWR w C CKT DESCRIPTION --- WATT BRK*R _. 1191 0 _ FTU :91l e _ -' - UQHTS .is 4500 31 0 RTU 1 ! 94 Ar 121p o a ;i' � LIf�I�IT� r� � ��� ,�' . --- - - r .. ____..._. . ,- LIGHTS�I MCM � t 4/9 967 965 961 969 — 7 RTU #2 16 60Aj 8 RECEPTACLES V1 WAIL LL. w 9 RTU /0 '=T _ �# ' 10 RECEPTAC LES' E WALL � �}� ��� �,�' �� � O d 11 ITU alp : tri if w 12 STORE FRONT RECEi"- � � � � � ��'� �. Q 13 14 i a W J j 1 1 - 10» ol O 17 18 m m V-- N j 19 - M 200 , 200 200 200 9 Z '' AMP AMP _ I _ _ _ _ a, AMP AMP � 23 2 e '. 25 2 27 28 L 29 30 3 4-4/0 --- - - 33 34 . CU THW 35 36 i 7 38 i40 41 42 a -.Y' �X E r•y'-may 4.y � 11 -55- r' YL Q r7 .r i STRAIGHT COOL STRAIGHT — HEAT— 10 KW HEAT X 12,500 VA i ELECTRICAL POWER PANELS SCALE: 1/4" = 1'-0" i I j E- 1 it JOB NO. 0455 - j DATE 4-20-04 800 200 130 AMP METER CAN PANEL "Alf .12012088 200 AMP MLI } NEMA 1 3 Phase 4 Wire „ � 19-1/2 � CKT DESCRIPTION' WATTS BRWR w C CKT DESCRIPTION --- WATT BRK*R _. 1191 0 _ FTU :91l e _ -' - UQHTS .is 4500 31 0 RTU 1 ! 94 Ar 121p o a ;i' � LIf�I�IT� r� � ��� ,�' . --- - - r .. ____..._. . ,- LIGHTS�I MCM � t 4/9 967 965 961 969 — 7 RTU #2 16 60Aj 8 RECEPTACLES V1 WAIL LL. w 9 RTU /0 '=T _ �# ' 10 RECEPTAC LES' E WALL � �}� ��� �,�' �� � O d 11 ITU alp : tri if w 12 STORE FRONT RECEi"- � � � � � ��'� �. Q 13 14 i a W J j 1 1 - 10» ol O 17 18 m m V-- N j 19 - M 200 , 200 200 200 9 Z '' AMP AMP _ I _ _ _ _ a, AMP AMP � 23 2 e '. 25 2 27 28 L 29 30 3 4-4/0 --- - - 33 34 . CU THW 35 36 i 7 38 i40 41 42 a -.Y' �X E r•y'-may 4.y � 11 -55- r' YL Q r7 .r i STRAIGHT COOL STRAIGHT — HEAT— 10 KW HEAT X 12,500 VA i ELECTRICAL POWER PANELS SCALE: 1/4" = 1'-0" i I j E- 1 i JOB NO. 0455 DATE 4-20-04 I DRAWN BY I J.D. z o w I tr I� ' I I w . I I Q D oc O x U. W lITE BOX WHITE BOX 0 FUTURE TEN NT PAC FUTURE TENANT SPACE ® °C Q WLu - O i v I � � I i I I ' U N Wz � d- � o w CZ Q z c' Q ' Z � Q rh Q = CL s Of C3 LLJ aaM Cl Lu w J w REFLECTEDCEILING PLAN > cn _ Z 2 Cl Z SCALE: 1/4" = 1'-0" = U Y w U ul CEILING LEGEND Q I I ' EXISTING 2' x 4' ACOUSTICAL CEILING TILE AND METAL GRID SUSPENSION SYSTEM ' I EXISTING FLUORESCENT LIGHTING FIXTURE JUNCK& ,WALKER A 2 A•O f �0?•.. ':■fit■AT■■■ 4■■o! A a.NO 6'114 MtL./'AL<■■ 4G Y # ,'e AS Nq t F i a i JOB NO. I 6 EXISTING BLOCK WALL 5 0455 DATE NEW PP 4-20-04 30 200A DRAWN BY J.D. 100'-0" a n f V 36 -0 64-0n z p� O z Q 07 � I { _ W CO) cy)uj at uu 2 Q zLu _Q Q (l ® z 0 CC Q cl) c Q cl) cl)Lu o OctLu CO CD o Q o z uj Q C WHITE BOX F WHITE BOX z Lu 0 FUTURE TENANT SPACE % FUTURE TENANT SPACE 0 THIS JOB CONSIST OF CONSTRUCTING ONE WALL, AND ADDING ONE ELECTRICAL SERVICE. w z �/ LLL Q x Lu oco � z Q Q W Lu UJ A-1 ~ 0 Q z Q J I ' Q V II UNDERSIDE OF ROOF DECK n/ 1 LAYER 5/8" TYPE "X» BEAM GYPSUM BOARD M 0) SEALED TO UNDERSIDEMETAL STUD U o a OF ROOF DECK FIRE BLOCKING W z �- 3-5/8" METAL STUD o / FIRE CAULK TO i o RUNNER SECURED UNDERSIDE OF BEAM v TO BEAM w Q z a 3-5/8" METAL STUDS Z v a Qii H = @ 24" 0. C. W/ OPTIONAL INSULATION O O O O r- 4 c w DOOR TO BE INSTALLED - m BY FUTURE TENANT o (1) LAYER (LOCATION MAY VARY) ' J 5/8" TYPE "X» ~ - z GYPSUM BOARD U W PR OJECT CODE INFORMATION w �61 z FLOOR PLAN cn W PROJECT DESCRIPTION: WHITE BOX = c z SCALE: 1/4" = 1'-0" y w BLDG. OCCUPANCY CLASS: MERCANTILE , NON SPRINKLED 6,000± S.F. = U Y U -a J -H BLDG. TYPE: TYPE IV, UNPROTECTED, COMBUSTIBLE Q a 3-5/8" METAL STUD RUNNER I OCCUPANCY LOAD: WHITE BOX 6,000 TOTAL SQ.FT., 1 STORY BLDG., SECURED TO CONC SLAB MEANS OF EGRESS: VARIES MAX. TRAVEL DIST., 2 EXITS, 36" MIN. WIDTH W/ POWER DRIVEN FASTENERS ADJACENT OCCUPANCY MERCANTILE, AND SMALL ASSEMBLY RESTAURANT ® 24" 0. C. FIRE RESISTANCE: INTERIOR BEARING/NONBEARING: NONCOMBUSTIBLE ROOF / CEILING NONCOMBUSTIBLE j 1 H EXTERIOR WALLS EXISTING BLOCK WALL, AND STOREFRONT SYSTEM UL DESIGN RATED DEMISING WALL: EXISTING 1 HR FIREWALLS, USUALLY ASSOCIATED WITH UL419 DOOR SCHEDULE J U N C K•■o■�t■e*•r ■�■■�*■■s A- 1,, �,., WALKER No. UL419 PLUMBING: NO PLUMBING NEEDED. TOILET RMS TO BE PERMITTED BY FUTURE TENANT 1 EXISTING 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE44MARL8 Se. . a si■. 2 EXISTING 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE �+■■■ ■ ■ 4■* ELECTRICAL:] ADD NEW 30 200 AMP POWER PANEL � �• ' �'' � '.� 1999 NATION ELECTRIC CODE 3 EXISTING 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE 17111 p� 4 EXISTING PR 3070 STOREFRONT DOOR IN ALUM. FRAME W ADA APPROVED LEVER STYLE HARDWARE y • >. # wnt y NEW 1 R. RATED WALL SECTION '1 H VAC: j EXISTING MECHANICAL TO REMAIN AS IS. j 5 EXISTING H.M.D. OPP Jji . pt ♦ !�.i r r SCALE: 1" - 1'-0" A�� 6 EXISTING H.M.D. NOTE: THE TENANT SPACE SHALL BE ADA COMPLIANT. SUBMITTED UNDER 2001 F.B.C. 507'18'02' JOB N0. BLOW 26 35.000 REnra r PART OF ROYAL PAWS UAUT -Wo P,OW OF BBGI11 ENING 585.37;27'x; NOM 6'02or Pa 31, PGS 16-160 44.5 • 37.b2 36.00' DATE Po'a+� J24 E+ rr S85'37;27'x t paP o�tt.�s�r—� —472 641.86 4-20-04 0 _ DRAWN. BY nc+c� u&Jrr EA=w&r PQM oft 2,,,, arar 1 S85.37'27'x " x x _._. ,_., a 60.00 REM00N Poem x O J.Dr x xb`379' a N 80.28 aT�r LN •� ® cava PAD COV ®MANHOLE � 1� � Z • C �` v r� O/1? 2411-117! f 299 e q 17.9 q q dao• x 182'4,3 b8' V) 282•x' - 7s� I W 737' CAr PFR a/R ow 40' SaO OJT ttFa A t4T1 aoTWHa .� PAD ❑ � a I r. m N88018 S8'x X - 59.3 ❑PAoa wl x 147.68 p f STQRY MASONRY 0 11 24.3• lAODR�OF 9u1LAING ARE 1 95,E 961, 967 971. 974 975, 977. 979. S � ® �' CaQ 1 56`d' 9dA,1, 9894 991. 99� PrYiQi a'O. 98.E 985 987, 994 997, 991, 1001, 1005 1007, 10091, !� P 14 9 1014 1014 1021 q 1620' -� Q r • - ————— - co V s/w ZZOL—A 1 r— Owa — L-------- — ------- --- ___ colt S/w'j �, •s' p 126 0+ �. �. "o cars L--------- ----- -- ----� ` y L N � w Q b c aEaPAt o LL ob Po► / N NOTEPOLE •°s W >7p •a. •�� . LU j Asp"r ,588'18 38"fY '� '• 1 - ' 1-STORY MASAVR jM97-6.9' - 0 339 6 7 9' P _ N88'18 98' o zQ ' 0 1 } i -•�— '` —.- : - 20•UnIJTr EASaIgNT cd?1828 7i •so'oRlrtwl}r E�4SIxlENr PFR 0/1t 566J J7J I I . 1 440.00' , I — I 0 2Z19-306 S89'18'38'� I `n I 0/j? 3231 773 = �D/R 2843-750 i. 201.42' • 1 o • 1 Q w I 1 0 - • "' C U M N c Co 1 N o Lu Z Q � ^ O AaP"T 1 v A5P"T �j � Opp � • � W Q `�-•i V Q H 8 8' ° i Z ARES OF Wo�tK :. II 5 9.1 X " '� ' Publix - s R n ATLANTIC BOULEVARD a tJ R ru� - _"" J Q; f__ �,m _ (STATE ROAD A-1—A 100'R/W) �" F . . . . . . • . . . , C ,. ih 4. '.. W r I I N - - Z 88Z _ _ - r aa� �,� CITY OF ATI-(ANTIC BcE:AC H ..<C -' J i BUILDING &ZONING a i • ;• � � � y APR 2 3 2004 • I O idJTM.UR W1N APPROVED BY: Atlantic Boulevard / I - 10 CITY OF ATLANTIC BEACH BUILDING O.FF.iG$ i APR 27 20 a JuNCK WALKER �— a ���rrlt��t • •r�rr•*rrlr■ i VIA,* � � li ` w J' {. ,•+ � � Tis � _ Coe I .. f n ry 1 1 i 3 4 6 6 7 8 9 10 11 12 13 14 I M A R C H Baker Bq, 300 South Orlando, FI L Tel. 407.1 Fax. 407.: E N G Ingenuity 300 Soutt Orlando, F ATLANTIC VILLAGE SUITE # 28 Tel. 407 Fax. 407. 953 ATLANTIC BOULEVARDJ ATLANTIC BEACH , FL 32233 ABBREVIATIONS INDEX LEGAL DESCRIPTION H Co WOOD FRAMING AC or A/C AIR CONDITIONING GA GAUGE QT QUAKY TILE NO. DESCRIPTION ISSUED A/E ARCHITECT /ENGINEER GALV GALVANIZED l THROUGH MEMBER ) AFF ABOVE FINISH FLOOR GL GLASS 'R' A901 COVER SHEET & 08/16/06 _ 7�pp AHU AIR HANDLING UNIT GR GRADE R RISER / RADIUS GENERAL INFORMATION WOOD BLOCKING ALT ALTERNATE GYP GYPSUM RD ROOF DRAIN A911 FINISH SCHEDULE 08/16/06 l INTERRUPTED MEMBER) ALUM ALUMINUM GYP BD GYPSUM BOARD REF REFERENCE 1 APPROX APPROXIMATE GYP PLAS GYPSUM PLASTER REFL REFLECTED & LEGEND -- A1R�,-H ARCHITECT, REINF REINFORCED, PLYWOOD ARG-IITECTURE, "H" REINFORCING, A912. DETAILSEDULE 1 08/16/06 v ARCHITECTURAL HC HOLLOW CORE REINFORCEMENT ACOUS PNL ACOUSTICAL PANEL HGT HEIGHT REQD REQUIRED A920 LIFE SAFETY PLAN 08/16/06 VICINITY MAP / ACOUSTIC TILE / BOARD HM HOLLOW METAL RM ROOM / T ` ALL IDEAS, DESIGNS, ARRAN HMD HOLLOW METAL DOOR RO ROUGH OPENING HMF HOLLOW METAL FRAME A921 DEMOLITION PLAN 08/16/06 AND THE PROPERTY OF GYPSUM BOARD BLDG BUILDING HVAC HEATING, VENTILATION, 'S' & NOTES � ,, . - M1, s< � USE ON AND IN CONNECTION BLK BLOCK AIR CONDITIONING S .SOUTH �� SHALL BE USED BY OR DISC BLKG BLOCKING SG SOLID CORE I S114- : �e 3Uera �n x5i r c, f!c` A831 FLOOR PLAN & WALL TYPES - 08/16/06 THE VMRITTEN PERMISSION OI BATT INSULATION BOT BOTTOM "f' SCHED SCHEDULE GENERAL NOTESOWN'. WARNING: REPRODUCTION HE BUR BUILT-UP ROOF ID INSIDE DIAMETER SECT SECTION . MAY CONSTITUTE TRADE BE fNSUL INSULATION SHt SHEET A941 WALL SECTIONS 08/16/06 rl ' THE IDEAS, ARRANGEMENTS "G' R t ` RIGID INSULATION DETAILS fNTR INTERIOR SIM SIMILARp APPLICATION. CC, C/C CENTER TO CENTER SPEC SPECIFICATION A951 REFLECTED CEILING PLAN 08/16/06 CJ CONSTRUCTION JOINT "J' SQ SQUARE & LEGENDLJ CIP CAST IN PLACE JAN JANITOR SQ FT SQUARE FOOT CJT CONTROL JOINT JST JOIST SST STAINLESS STEEL A961 TOILET PLANS - ELEVATIONS - 08/16/06 � CLG CEILING JT JOINT STC SOUND TRANSMISSION MILLWORK DETAILS CLG HT CEILING HEIGHT GLASS , s47$ `M1p .'�1T� CMU CONCRETE MASONRY ' ' STANDARD A962 ` MILLWORK SECTIONS x� A....... L Sm 08/16/06 ¢ � Ll UNIT LAV LAVATORY STL STEEL COL COLUMN LT WT LIGHT WEIGHT STRUCT STRUCTURAL ' A963 MILLWORK DETAILS 08/16/06 CONC CONCRETE SUSP SUSPENDED I �gT .� CONT CONTINUOUS M SYM SYMBOLmo* ? s r ---- NUMBER CPT CARPET MAINT MAINTENANCE SYMM SYMMETRICAL E I 08/16/06 MAS MASONRY A964 ELEVATIONS AND DETAILS 08/16/06 DESIGNATION 'D' MAX MAXIMUM 'T' o 07/06/06 DET DETAIL MECH MECHANICAL t TREAD ' . y n No. Date NUMBER FOR LOUVER DF DRINKING FOUNTAIN MEZZ MEZZANINE T4G TONGUE AND A965 MILLWORK DETAILS I 08/16/06 3 . .. DIA DIAMETER MFG MANUFACTURING GROOVE A DIAG DIAGONAL MFR MANUFACTURER TEL TELEPHONE A966 MILLWORK DETAILS I 08/16/06 DIM DIMENSION MIN MINIMUM TF TOP OF FOOTING LETTER FOR WINDOW DN DOWN M ISC MISCELLANEOUS TFF TOP OF FINISH GENERAL INFORMATION DR DOOR MO MASONRY OPENING FLOOR M911 LEGEND, ABBREVIATIONS & NOTES- 08/16/06 W/LOUVER DESIGNATION DS DOWNSPOUT MULL MULLION THK THICKNESS MECHANICAL DWG DRAWING TJ TOP OF JOINT M931 FLOOR PLAN - MECHANICAL 08/16/06 APPLICABLE CODES 'N' TS TUBE STEEL D CLG. TYPE "E" N NORTH TSL TOP OF SLAB BUILDING: FLORIDA BUILDING CODE EDITION: 20041W 2005 REVISIONS -0" B EDGE CONDITION E EAST NA NOT APPLICABLE TST TOP OF STEEL M951 DETAILS - MECHANICAL 08/16/06 EA EACH NIC NOT IN CONTRACT Tw TOP OF WALL PLUMBING: FLORIDA PLUMBINCs.CODE EDITION: 2004 /W 2005 REVISIONS CLG. HEIGHT ELEC ELECTRICAL NO NUMBER TYP TYPICAL LIFE SAFETY: G TAG EL ELEVATION NRC NOISE REDUCTION E911 LEGEND, ABBREVIATIONS & NOTES- 08/16/06 NFPa LIFE SAFETY CODE EDITION: 2003 ELEV ELEVATOR COEFFICIENT 'U' ELECTRICAL OTHER: FLORIDA FIRE PRI-VENTION CODE EDITION: 2004 EQ EQUAL NTS NOT TO SCALE UNFIN UNFINISHED O N� EQUIP EQUIPMENT UON UNLESS OTHERWISE E921 DEMOLITION PLAN - ELECTRICAL 08/16/06 EWC ELECTRICAL WATER "O" NOTED OCCUPANCY 02 COOLER OA OVERALL UPS UNINTERRUPTIBLE NUMBER EXIST EXISTING OC ON CENTER POWER SUPPLY E931 FLOOR PLAN - POWER & LIGHTIN 08/16/06 OCCUPANCY(S)/GROUP CLASSIFICATION: BUSINESS EXP JT EXPANSION JOINT OD OUTSIDE DIAMETER/ i O EXT EXTERIOR _ OUTSIDE DIMENSION 'V' E951 ELECTRICAL PANEL SCHEDULES & 08/1g/06 TENANT Sa FT.: 3,825 SmF. OCCUPANT /SGS.FT.: Ing OPNG OPENING OFFICE VCT VINYL VITRIFIED RISER DIAGRAMS I TOTAL OCCUPANTS: 39 FD FLOOR DRAIN OPP OPPOSITE NAND CLAY TILE TYPE FDC FIRE DEPARTMENT OPP OPPOSITE VERT 'VERTICAL P911 LEGEND, ABBREVIATIONS & NOTES- 08/16/06Arch CONNECTION ORIG ORIGINAL VwC VINYL WALL,COVERING PLUMBING I MULTIPLE OCCUPANCY FDV FIRE DEPARTMENT OVHD OVERHEAD P931 FLOOR PLAN - PLUMBING 08/16/06 OCCUPANCY SEPARATION: I HOUR TENANT SEPARATION: 1 HOUR VALVE 'W" FEC FIRE EXTINGUISHER 'P' W WEST TAG CABINET PL PLATE w/ WITH P951 PLUMBING RISER DIAGRAMS 08/16/06 EXITS NAVY F14C. FIRE HOSE CABINET PLAM PLASTIC LAMINATE W/O WITHOUT FIN FINISH PLAS PLASTER WC WATER CLOSET MINIMUM NUMBER OF EXITS: 2 MAXIMUM TRAVEL DISTANCE: 100 FT. FIN FL FINISH FLOOR PLYWD PLYWOOD WD WOOD, WIDTH S100 STRUCTURAL FRAMING FOR 08/16/06 MAX DEAD END CORRIDOR: 50 FT. MIN.CORRIDOR/AISLE WIDTH: 44 IN. B FIN GR FINISH GRADE PNL PANEL WDW WINDOW ATM WALL N I O n FLR FLOOR PR PAIR WF WIDE FLANGE MINIMUM STAIR WIDTH: 44 IN. N FLUOR FLUORESCENT PREFAB PREFABRICATED WI WROUGHT IRON FOC FACE OF CONCRETE PREFIN PREFINISHED WP WORKING POINT ATLANTIC I FOM FACE OF MASONRY PRELIM PRELIMINARY WWF WELDED WIRE CONSTRUCTION ARROW FOS FACE OF STUD PREP PREPARATION FABRIC AT A TIC I FPRF FIREPROOFING PT PRESERVATIVE CONSTRUCTION TYPE: fl-B ATLANTIC ! NUMBER OF STORIES: I BUILDING HEIGHT: EXISTING FT FOOL, FEEL CREATED REVISION NUMBER FTG FOOTING PTD PAINTED FWC FABRIC WALL PVMT PAVEMENT COVE' COVERING SPRINKLERED OR NON-SPRINKLERED: SPRh�CLERED INTERIOR ALTERATION FOR if 1= IF= 1) 1: F1 A L 1: 13 IE ID I or tj t4 1 () 14 REVISED AREA PLUMBING CALCULATIONS A GENEF CLOUDED MINIMUM WATER CLOSETS: M-IAF-I MINIMUM LAVATORIES: M-1/F-1 INFOR ON MIN.DRINKING FOUNTAINS: I 3 4 5 8 7 8 9 10 11 12 13 14 �) 3 4 5 6 7 8 9 10 11 12 13 14 .E M8 FINISH LIEGEND OR BASE WALLS CEILING REMARKS ITEM DESCRIPTION ITEM DESCRIPTION t N S W E TYPE HEIGH No. No. "" 1. ALL 2. ALL -2 B-2 WC-2 WC-2 WC-2 WC-2 C-1/C-2 VAR I - BASE VAR41 5-1 WC-2 WC-2 WC-2 WC-2 C-1 9'-10" - PL-1 NOT USED 5-1 MATERIAL: 4" VINYL COVE BASE STAIN. MANUF: KOPPE 3. RUB $-I WC-2 WC-2 WC-2 WG-2 C-2 9 -0it - COLOR: BISQUE BET 1 Ca 5-2 WC-2 WC-2 WC-2 WC-2 C-1 9'-10" - PL-2 NOT USED 5-2 MATERIAL: 4" TILE BASE =�LWUC C-2 MANUF: CERAMIC TECHNICS4. ALL B-i WC-2 WC-2 WC-2 VARIES - COLOR: LEA-SILVER ECHE 1 12" X 24" CUT TO 4"04 04 04 04 A 04 X 12" OR A -2 B-2 WC-2 WC-2 WC-2 WC-2 G-1 9'-10" - 011 04 04 04 04 PL-3 MATERIAL: PLASTIC LAMINATE t-6 LS A-P rCr 5. ALL 9 5-1 WG-2 WC-2 WC-2 WC-2 C-1 '-10" - MANUF: FORMICA COLOR: AMBER MAPLE 55-1 MATERIAL: SOLID SURFACE sTAN MANUF: CORIAN INST 5-1 WC-2 WC-2 WC-2 WC-2 C-I 9'-10" - +r1012-58 PL-4 MATERIAL: PLASTIC LAMINATE COLOR: FOSSIL EXIST 5-1 WC-2 WC-2 WC-2 WC-2 C-1 9'-10" - MANUF: WILSONART 6. ALL COLOR: HUNTINGTON MAPLE 55-2 MATERIAL: SOLID SURFACE K B-2 WC-2 WC-2 WC-2 WC-2 1 C-2 9'-0" - *"1929-38 MANUF: FORMICA 1. t� PL-5 MATERIAL: PLASTIC LAMINATE COLOR: NATURAL CONCRETE %03 Ca 5-1 WC-2 WC-2 WC-2 WC-2 C-1 9'-10" - MANUF: WILSONART COLOR: IMPERIAL TOPAZ PANEL FABRIC B-2 WC-2 WC-2 WC-2 WC-2 C-2 91-011 - *4583-01 PL-6 MATERIAL: PLASTIC LAMINATE PF-1 MATERIAL: PANEL FABRIC FOR CUSTOM TACK50ARD 5-2 WG-4 WC-4 WC-4 WC-4 C-1 9'-10" - MANUF: PIONITE MANUF: LUNA LUMINESCENTE 5-2 WC-4 WC-4 WC-4 WC-4 C-I 9'-10" - COLOR: SUEDE EGGSHELL WHITE COLOR: LLM-669 KAFO SW803-5 PF-2 MATERIAL: PANEL FABRIC FOR CUSTOM TACK50ARD 5-1 WC-5 WC-5 WC-5 WC-5 C-I 9'-10" - PL-1 MATERIAL: PLASTIC LAMINATE MANUF: LUNA LUMINESCENTE II MANUF: FORMICA COLOR: LLM-666 FRESA B-1 1 WC-5 WC-5 WC-5 WC-5 C-1 9 -10 - COLOR: MATTE BLACK •909-58 5-1 P-1 P-1 P-1 P-1 G-1 9'-10" - CEILINGS PL-8 MATERIAL: PLASTIC LAMINATE 5-1 P-1 P-1 P-1 P-1 C-I 9'-10" _ MANUF: FORMICA C-1 MATERIAL: 2x2 ACOUSTICAL PANEL CEILING COLOR: STORM SOLIDI MANUF: OLYMPIA 5-1 WC-3 WC-3 WC-3 WC-3 C-1 9'-10" - x'3505-58 COLOR: #4231 WHITE PL-9 MATERIAL: PLASTIC LAMINATE 5-1 WC-3 WC-3 WC-3 WC-3 G-I 9'-10" - MANUF: LAMINART C-2 MATERIAL: GYP BD. H COLOR: +'2408-T B-1 P-1 P-1 P-1 P-1 C-1 9'-10" - ALL IN PL-1 MATERIAL: PLASTIC LAMINATE THE FL 5-2 WC-2 WC-2 WC-2 WC-2 C-1 9'-10" - MANUF: ABET LAMINATI MINIMU COLOR: MANDARIN 1 MATER *1013 P-1 MATERIAL: PAINT OCCUR 00 v IMFMANUF: BENJAMIN MOORE TOILET TOILET 1 COLOR: 1'962 GREY MIST 13 114 WD-1 NOT USED STYLE: EGGSHELL o EXITS WC-4 WC-4 CLASS B-2 B-2 P-2 MATERIAL: PAINT MANUF: BENJAMIN MOORE WD-2 NOT USED COLOR: OG-33 OPALINE AND THE PROP ASST.MANAGER _-_. -- F-1 NOTES: DOOR FRAMES USE ON AND r OFFICE - P-3 MATERIAL: PAINT SHALL BE USE I THE WRITTEN - -z MANUF: BENJAMIN MOORE WARNING: REPR S-I - t- F-2 WD-3 NOT USED COLOR: TBD rrAr coNBTITu NOTES: CEILING THE SEAS, ARI LA �" P APPLICATION. F-3 WD-4 NOT USED NOTE: TILE BASE TO TURN AT _ - ++, -- CORNER AND END AT FACE OF WAITING: - � - GLASS OR WHERE CARPET IN C1G'rOR' _ _ _ _ _- JANITOR P-i _-__ .____ __ AREA - �_. OFFICE BEiNS Imb L � ; we-2 -T -5 - - - F-3 FLOORING LEQUIPME B_2 -- - -i_ - - ROOM e-i F-i MATERIAL: CARPET MANUF: M I L IKEN O _ _ 121 F-3 _ E 1 08/I STYLE: ECOSTYLE MADRAS C Z O OR: 111tNet m�� No. Date _ �.m_ F-2 -T MATERIAL: CERAMIC TILE MANUF: CERAMIC TECHNICS _ _ COLOR: LEA-SILVER F-2 L Im.l- I LINE U101ZC ROOM SIZE: 12" X 24" ._ 1m5 12m I ___ - -Iwow, I GROUT: CUSTOM BUILIDNG PRODUCTS ALABASTER 0333 ROOM WG-3 In F-3 MATERIAL: VCT D11 BASE LOCATION DETAIL D r -3 MANUF: TARKETT CB-1 STYLE: VENETO F-1 � L�-I,,,[-'- F-1 COLOR: x'6622 71 CERAMIC TILE -- �� 1 -2 STONE METAL THRESHOLD F_1 _ 5T-1 MATERIAL: STONE CARPET �_ -'1 E ! ��� 1 �T _ COLOR: BLUE RIDGE QUARTZ 9555 CONCRETE SLAB LOSDY 1 ; 1t7rt-� I - ..1- 1 1 WIl _ , 71 mm z- ....... i O as a z a a a a d a _ _.. WC-1 NOT USED a a a 04 04 04 a as A Wc- TERI LL o B11 TRANSITION DETAIL NOTE: FABRIC PED MANUF: WOLF GORDON FABRIC TACK BOARD STYLE: REALITY NATURE "163532066 TO BE CENTERED TACKABLE ANELS NA ON WALL _ (4) 2'X2' a WC-3 MATERIAL: WALLCOVERING ACCENT WALL UN MANUF. F ON `r (PF-2) STYLE: SAN SEL ' 3602233/AZ5092680 ATL 1 WALL FINISH:-�_ P-1 953 WC-4 MATERIAL: WALLCOVERING BASE FINISH` �-- a-I ATL e MANUF: EYKON/ SOURCE ONE FLOOR FINISH: -moi F-1 STYLE: 2 VOA-12 OLIVE BRANCH BASE LOCATION F' WC-5 MATERIAL: WALLCOVERING B-� A MANUF: MDC/BOLTA A5 BREAK ROOM FABRIC PANELS STYLE: I55-MF-03 MIRROR FALLS FOG A11 FINISH LEGEND SYMBOLS 4' - '- • 3 4 5 8 7 8 9 10 11 12 13 14 LA --- -- 1 2 3 4 b 8 7 8 - 8 10 11 12 13 14 M1 D OR SCHEDULE M9 HA DWARE SE S HARDWARE NOTES FRAME DETAIL HDW LABEL REMARKS SET 1 SINGLE DOOR SET 2 SINGLE DOOR/SINGLE TOILET SET 3 M M DOOR DOOR QTY. UNIT DESCRIPTION QTY. UNIT DESCRIPTION QTY. UNIT DESCRIPTION NO. SIZE TYPE MATERIAL MATERIAL HEAD JAMB SET 1 EA. SCHLAGE PRIVACY LOCK SET 1 EA- PUSH SUTTON LOCK SIMPLEX 1- ALL HARDWARE IS TO MEET ALL LOCAL,STATE, II 11 BUILDING STANDARD _ — _ _ I EA. SCHLAGE PASSAGE SET DIOS DL1000-25 405 AND NATIONAL CODES. 101 PR 31-01, X 81-101, X 13/44 C STOREFRONT 4 4 EA. STANLEY BUTT HINGES F551l9 4 EA- STANLEY BUTT HINGES F55119 3 EA- STANLEY BUTT HINGES F55119 STOREFRONT DOOR I EA. SCHLAGE SILENCERS 1 EA. SCHLAGE SILENCERS 2. SCHLADGE LEVER HANDLES TO BE USED FOR ALL DOORS. TEMPERED GLASS p 1 EA. SCHLAGE SILENCERS 102 Y-0" X 8'-10" X 1/2" B FRAMELESS — — 4 — — I EA. IVES DOOR STOP 1 EA. IVES DOOR ST Q STYLE ATHENS,FINISH SATIN NICKEL DOOR 1 EA. YALE CL05ER 44005F SERIES I EA- BLDG STD GE ER SIGN 1 EA. IVES DOOR STOP 105 31-011 X S'-10" X 1 3/4" A S.C. BUILDING STANDARD HOLLOW METAL A9/AV2 Al2/A9I2 1 — — GENDER SIGN TO BE I EA. YALE CLOSER 44005F SERIES WOOD VENEER PROVIDED BY TENANT 1 EA. DOOR VIEWER 3. LOCKSET FUNCTIONS (UON). TEMPERED GLASS _ _ _ _ COLONIAL SAFEGUARDS LATCH BOLT IS OPERATED BY KEY IN OUTSIDE L 108 3'-0" X S'-10" X 1/2" B POOR FRAMELESS 4 L LEVER OR BY ROTATING INSIDE LEVER INSIDE 110 EXISTING — EXISTING EXISTING — — — SET 4 SINGLE GLASS DOOR SET 5 SET 6 LEVER IS ALWAYS ACTIVE. 111 3'-0" X 8,_1011 X 1/211 B TEMPERED GLASS FRAMELESS — — 4 — — QTY. UNIT DESCRIPTION QTY. UNIT DESCRIPTION 4- DEADBOLT LOCK IF REQ10. IS OPERATED DOORBY KEY OUTSIDE AND SY THUMBTURN INSIDE. 112 Y-011 X 8'-1011 X 1 3/411 A S.C. BUILDING STANDARD HOLLOW METAL A9/A9I2 Al2/A9I2 3 — — ALL HARDWARE BY DOOR 1 EA. SCHLAGE LOCK SET D50PD VENEER SUPPLIER WITH EXCEPTION 3 EA- WOOD STANLEY BUTT HINGES F5511 4,Q S- ALL DOORS TO BE FLUSH SOLID CORE WITH PLAIN 113 Y-011 X 8'-10" X 1 3/4" A S.C. BUILDING STANDARD HOLLOW METAL A9/A9I2 Al2/A912 2 — — DOOR PULLS. SCHLAGE SILENCERS J, SLICED WHITE BIRCH VENEER STAIN TO MATCH WOOD NEE I EA. IVES DOOR STOP �� KIMBALL FUWTUPE COLOR WHEAT ON MAPLE. TENANT 114 V-011 X S'-1011 X 1 3/411 A S.C. BUILDING STANDARD HOLLOW METAL A9/A9I2 Al2/A912 2 — — �' TO PROVIDE SAMPLE UPON RECUEST. K WOOD VENEER K 116 Y-011 X 8'-10" X 1 3/41' A S.C. BUILDING STANDARD HOLLOW METAL A9/A9I2 412/A912 3 — — WOO NEE 11l 3'_011 X 8'-1011 X 1 3/411 A S.C. BUILDING STANDARD HOLLOW METAL A9/A9I2 Al2/A9I2 5 — — DOOR PULL MANU0 VOLI WOOD N VPI000 SERIES *1000-01 118 3'-011 X 8'-1011 X 1 3/4" A S.C. BUILDING STANDARD HOLLOW METAL A9/AcJ12 Al2/A912 5 — — (PH) 805-988-3260 WOO N (FAX) 805-988-320 119 3'-0" X 8'-10" X 1 3/411 A S.C. BUILDING STANDARD HOLLOW METAL A9/A912 Al2/A912 3 — — WWW.VOLIDESIGN.COM WOO VENEER 121 3'-011 X 8'-1011 X 1 3/411 A S.C. BUILDING STANDARD HOLLOW METAL A9/A912 Al2/A912 5 — — WOOD VENEER 122 3'-011 X 8'-1011 X 1 3/411 A S.C. BUILDING STANDARD HOLLOW METAL A9/A9I2 Al2/A9I2 3 WOOD VENEER 2" SCHED. 2' SCHEp. 2" SCHED. SCHED. 2ol " BRUSHED DIM. DIM. CV I DiM. I I DII I. I INIVH VN SST TOP RAIL TEMPERED O i / Q � Q H H - Ll (j Q uj W U ` N N BRUSHED Ll INISH ON . SST BOTTOM RAIL ` 11 OA SINGLE FLUSH DOOR B SINGLE FRAMELE55 GLA55 DOOR C STOREFRONT—(BUILDING STANDARD) 0 v G9DOOR TYPES ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAVAN13 ARE OWNED BY NTS AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE MEAS,DESIGNS, ARRANGEMENTS 00 WASS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE I' MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT IF APPLICATION. F CEILING AS SCHEDULED ` BOTTOM OF HEADER 1/211 TEMPERED GLASS E I 08/16/06 ISSt1E0 FOR PRICING 4 PERMIT 111ITa4 CLIENT REVISIONS 1 2 3 4 5 8 7 S A 10 11 12 13 14 KEY PLAN M M 92'-2" TRAVEL DISTANCE 36'-0" COMMON PATH y � Y IL � I i L LL, .. ♦fit r Li W� K K AREA OF WORK ® o J N JCD PROJECT NORTH Li . ..... EElO H H 1 I ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY a C AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR a USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT O THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNNG:REPRODUCTION HEREOF 18 A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-91.1 ET. SEO. AND OTHER LAWS. I THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F I F APPLICATION. 0 0 ' E 08/16/06 ISSUED FOR PRICING 4 PERMIT E p p 01/06/06 ISSUED FOR CLIENT REVIEW No. Date Revisions / Submissions , r?, ' o D 300 South geAvenue Suite 0 Ba Orlando, Flor a 32801 ker K LIFE SAFETY SUMMARY DESCRIPTION OF WOR � '-92s•3 ° Tel� � � 407.926.3390 Fax C INTERIOR RENOVATION OF A TENANT ITEM REQUIRED PROVIDED REMARKS SPACE WITHIN AN EXISTING BUILDING. info@bakerbarriosarchitects.com EXIT/EXIT ACCESS 2 2 Q www.bakerbarriosarchitects.com E NOT EXIT DOOR WIDTH s" 102" SEE NOTE 1 4 �'2 Architects FURNITURE IS SHOWN FOR LOCATION ONLY. TRAVEL DISTANCE 300' MAX. 92'-2" �'A°°°�eg1 FURNITURE IS PROVIDED AND INSTALLED BY COMMON PATH TENANT'S FURNITURE VENDOR. IT IS THE OF TRAVEL 100' MAX. 36'-0" RESPONSIBLITY OF THE VENDOR TO FIELD DEAD END NAVY FEDERAL CREDIT VERIFY AND ASSURE THAT A MINIMUM OF 44 B CLEAR AISLE ACCESS IS PROVIDED CORRIDOR 50' MAX. 14'-8" e THROUGHOUT. 1. 3025 SQUARE FEET a 1/100 = 39 OCCUPANTS UNION 39 X.2/OCC = S" ATLANTIC VILLAGE 2. 1 SINGLE - 36" DOOR 9 34" CLEAR 1 PAIR- 36" DOORS 6 68" CLEAR 953 ATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233 r TRAVEL DISTANCE DATE: V1/06/06 N LIFE SAFETY(COMMON PATH) PROJECT:060154m0 DRAWN : CM6 A PROJECT NORTH A PLAN GHEGKED: MM/J8 AlLIFE SAFETY PLAN .. ,_ A920 1/4 1 0. 1 2 3 4 5 8 7 8 8 10 11 12 13 14 141 'blvd 1 2 3 4 5 8 7 8 8 10 11 12 13 14 TAG NOTES M M [0 REMOVE EXISTING WALL. ELEG I II /" 1 I I E:L.EG I ® I I ZG ❑Z REMOVE EXISTING DOOR AND FRAME. III � J 1 L -- - - -- - - -- - - -- - - -- � I I 3❑ STOREFRONT. REMOVE EXIstING STOREFRONT. REMOVE EXISTING MILLWORK 11°1 0 1 1 F_2� \ I I Q RELOCATE EXISTING PANELS. SEE ENGINEERING DRAWINGS. IkL- _j II - - -- - -j __ = I I i_ 1 I (-�—`- - - - -� I I I rr--� IIII �\ IIII \ IIII \ IIII \ 1111 � IIII � ❑2 - - --- -- - -- - - -- - - - - -- - - -- -- ---i ' D - - -- -- -- - -- - --- - -- 1 1 SYMBOL LEGEND KDASHED LINES REPRESENT ITEMS K \ TO BE REMOVED AND DISPOSED OF AS DIRECTED BY OWNER CONTINUOUS LINES DENOTE ITEMS t0 REMAIN. 0 C C KEY PLAN E11L S n N Q y ff c H , H , 8 'As � , t 1 w . ;.. , A�elaiwd p N AREA OF WORK PROJECT NORTH A 0 C C ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR UNE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMMS OA PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . 1 WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-91-1 ET. SEO. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. F E 08/16/06 ISSUED POR PRICING i PERMIT E I w/06/06 ISSUED FOR CLIENT FREVIEW No. I Date Revisions / Submissions o 0 rr -n II d =__EE___�, o o - - 3� _ 77 fSIE _ _ D D T N a II II , 0 300 South PROJECT NORTH 11 �/ 11 �/ go Avenue U_ -- � Suite C1 DEMOLITION PLAN ' Orlando, Florida 2801 407.926.3000 Tel 1/4' - 1'-0' 6.RELOCATION OF MATERIAL: RELOCATION OF ANY ITEMS INVOLVED IN THE ANC 4. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS IN THE FIRE PROTECTION 407.926.3390 Fax GENERAL PROJECT IS SUBJECT TO THE ABILITY, TO DO SO WITHOUT PERMANENTLY ABANDONED UTILITIES SHALL BE CAPPED IN ACCORDANCE � C 1. FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF PROJECT 1 OR MARRING THE ITEMS TO $E RELOCATED. IF RELOCATION WITH LOCAL RESTRICTIONS. REMOVE INACTIVE SERVICES FLOOR DECK, PERFORM THE NECESSARY WORK REQUIRED TO infoObakerbarrlcsarchitects.com ANY DISCREPANCIES IN WRITING PRIOR TO ONSET OF DEMOLITION. OF ANY (TEM IS NOT P05515LE AS PRESCRIBED HEREIN, NEW MATERIALS (PLUMBING, MECHANICAL, ELECTRICAL, ETC.) AS REQUIRED TO PROVIDE A SMOOTH DECK PREPARED TO RECEIVE NEW 1. ANY EXISTING t0 REMAIN FIRE ASSEMBLIES MAINTAIN OPERATION. FINISHES. DAMAGED DURING DEMOLITION SHALL BE REPAIRED 2. DEMOLITION/RESTORATION ITEMS MAY NOT BE ALL INCLUSIVE. THE SHALL BE SU$STITUTED TO MATCH EXISTING. SAFELY STORE MATERIAL .bakerbarriNasarchltects.corrl DEMOLITION CONTRACTOR IS TO REVIEW THE REQUIREMENTS OF NEW TO BE REUSED UNTIL TIME OF INSTALLATION. 2. MAINTAIN COMPLETE SECURITY OF THE JO$ SITE WHILE MECHANICAL/ELECTRICAL/PLUMBING TO MEET ORIGINAL FIRE PROTECTION REQUIREMENTS. Architects CONSTRUCTION AND IS TO COMPLETE ALL DEMOLITION/ RESTORATION, 1. CERTAIN ITEMS ARE TO BE RETURNED TO THE BUILDING OWNER. JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETE. FINISHES AA000a�f�1 CUTTING, AND PATCHING NECESSARY TO ACHIEVE INTENDED NEW COORDINATE WITH THE BUILDING OWNER WHICH ITEMS ARE TO BE I. PROVIDE ALL NECESSARY DEMOLITION FOR NEW PLUMBING, CONDITION AND QUALITY. RETURNED AND THE LOCATION SAIL) ITEMS ARE TO BE STORED. ARCHITECTURE MECHANICAL, AND ELECTRICAL WORK AS REQUIRED. COORDINATE I. REMOVE EXISTING FINISHES WHERE NEW FINISHES 3. SELECTIVE DEMOLITION IS NOT INDICATED IN AREAS WHERE IT MAY BE 1. THE BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER WITH CONSTRICTION DOCUMENTS FOR NEW CONSTRUCTION. ARE PROPOSED. SEE FINISH SCHEDULES, NAVY FEDERAL CREDIT 8. ALL MATERIALS TO BE DISPOSED OF ARE TO BE DISPOSED NECESSARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING OF BY THE CONTRACTOR OFF THE PROJECT SITE IN TIGHT CONDITION AT ALL TIMES. 2. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR LEGENDS AND SHEETS. B B COMPONENT T O All MAY BE REQUAREAS FOR TIE-IN TO IRED RED TO INSTALL NEWBUILDING ILDINGN5TRCTION ACCORDANCE WITH LOCAL RESTRICTIONS UNLESS NOTED 2. ALL DOORS TO BE REMOVED ARE TO BE PUT IN STORAGE DEMOLITION OF UTILITIES AND MECHANICAL SYSTEMS. UNION INDICATED ON THE DRAWINGS. DEMOLITION FOR THESE PURPOSES OTHERWISE HEREIN. FOR FUTURE USE BY BUILDING OWNER. BUILDING OWNER IS 3. ALL ELECTRICAL, MECHANICAL, PLUMBING, OR COMMUNICATION SERVICES 2. PATCH AND REPAIR ALL AREAS WHERE A LOCATED IN WALLS CEILINGS OR FLOORS TO BE REMOVED ARE TO BE SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER, AND THE 9. ALL AREAS SHALL BE KEPT IN A BROOM CLEAN CONDITION TO DIRECT CONTRACTOR AS TO WHERE THESE ITEMS CAPPED AND RELOCATED AS REQUIRED FOR NEW CONDITIONS AND IN DEMOLISHED WALL INTERSECTS A REMAINING WALL. ATLANTIC VILLAGE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION PRIOR TO AT ALL TIMES. SHOULD BE STORED. FINISH EXISTING WALL TO MATCH ADJACENT BEGINNING CONSTRUCTION. ACCORDANCE WITH APPLICABLE CODES. SURFACES, AND PREPARE WALL TO RECEIVE NEW 953 ATLANTIC BOULEVARD SITE STRUCTURAL 4. ALL ELECTRICAL, MECHANICAL, PLUMBING, OR COMMUNICATION SERVICES FINISHES, AS DIRECTED BY FINISH PLANS, ATLANTIC BEACH, FL 32233 4. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE NOT BEING USED ARE TO BE CAPPED AND/OR REMOVED AS REQUIREDSCHEDULES, AND NOTES. DATE: 07/06/06 LOCAL BUILDING CODES. 1. IT SHALLCATE ABE THE RESPLL EX15TING OT S151LILITIES WHETHTHE CONTRACTOR ER SHOWN HERE N O 2 PROTECT ALL STRUCTURAL MEMBERS FROM DAMAGE. FOR NEW CONDITIONS AND IN ACCORDANCE WITH APPLICABLE CODES. DEMOLITION PLAN PROJECT:060154,00 5. EXERCISE EXTREME CAUTION IN THIS DEMOLITION. COST OF REPAIR TO ANY NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR DURING DEMOLITION, BRACE ALL EXISTING STRUCTURES 5. ALL PLUMBING LINES TO BE REMOVED ARE TO BE CUT BELOW THE SLAB DRAUJN : GMS A ADJACENT CONDITIONS WHICH ARE DAMAGED A5 A RESULT OF THIS SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF A5 NEEDED' OR ABOVE THE CEILING AND CAPPED. ADJACENT FINISHES ARE TO BE A & NOTES CHECKED: MM/JS DEMOLITION SHALL BE THE RESPON5I5ILTY OF THE CONTRACTOR UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN 3. L)0 NOT CUT STRUCTURAL WORK IN A MANNER RESULTING INA REPAIRED AS REQUIRED FOR FLUSH FINISH. CONJUNCTION WITH THE EXECUTION OF THE WORK. INACTIVE OR REDUCTION OF LOAD CARRYING CAPACITY OR Al DEMOLITION NOTES LOAD/DEFLECTION RATIO. NOTIFY ARCHITECT OF ALL STRUCTURAL A921 I I I I I I I CUTS PRIOR TO EXECUTION TO OBTAIN APPROVAL. 1 2 3 4 5 8 7 8 0 10 11 12 13 14 �' A+ lu,%Vc. 131vel 1 2 3 4 b 6 7 8 8 10 11 12 13 14 K1 A-961 GENERAL NOTES nq M 1. DO NOT SCALE THE DRAWINGS. ■ 3 1 - _ 1 — — REQUIRED I2. THE INTENT NORDERO CONSTRUCT ATHESE DRAWINGS 16 TO ICOMPLETE A ICATE THE �FINIED SOF PACE ■ 1 ; A-961 O O A_�s1 ■ LADY FOR TENANT OCCUPANCY.THE CONTRACTOR A SUB-CONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO 4 OFFICE ° � ASST.MANAGER ; WOMEN'S ,S _ CONSTRUCTION AND NOTIFY THE ARCHITECT - PRIOR t0 CONSTRUCTION - 0 OFFICE MEN OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS ■ 109 1 -'�' TOILET TOILET - 1 '9 ■ WHICH AFFECT THE PROGRESS OF THIS PROJECT. THE CONTRACTOR SHALL r VERIFY ALL DIMENSIONS AND FIELD CONDITIONS NOTIFYING THE ■ 111 A-96t OPH tl3 114 A-961 ; A-961 ■ ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE ■ ■ I 11 I „ I 11 I 0 1 ' OPH ■ ■ 101- 2 11 -0 ' � 8 -9 � I 11 -8 1 - 1 9'-411 PROJECT. ■ 1 i I ; 1 A-961 CA-961 1 ■ L WALL, UNLESS NOTED OTHERWISE. -' I I I I 1 1 V.I F. ■ 3• ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF WALL TO C MANA L ; I CORRIDOR ' - ■ OFFICER 3'-1011 , i I I 1 ; 1 ■ 4• VERIFY EXISTENCE OF FIRE ALARM A DETECTION SYSTEMS. INCLUDE IN ■ 108 i I 110 I 1 1 ■ THE BID PRICE ANY WORK REQUIRED TO MODIFY EXISTING SYSTEM, IN ORDER TO COMPLY WITH LOCAL A FEDERAL CODES - NO CHANGE ■ ; I I ; - 1 1 ■ ORDERS WILL BE ACCEPTED FOR ANY FIRE DETECTION OR ALARM ■ -- ----------------------------------'� I I - - ----- -------------------------- ----------------------- M 1 ■ SYSTEM MODIFICATIONS. ■ ----- -- -- -- ---' L-- - --------------------------------- , ■ ----- ----------� ■ I i --- - - RF,4K ■ S. SEAL ALL PENETRATIONS OF FIRE-RATED WALL ASSEMBLIES, IF ■ i i rj 5 - - ■ APPLICABLE IN ACCORDANCE WITH U.L. FIRE-RATED PENETRATION ■ i CORRI OR 0 } ■ DETAIL(S). Ir 115 108 i i ALIGN D4 FOR Wit• 11Z acv ; 6• PROVIDE FII EXTINGUISHERS HAVING MINIMUM RATING OF 2-A, I0-5,C 5 0�` FOR EVERY 3000 SMARE FEET OF FLOOR AREA. TRAVEL DISTANCE TO K ■ 1 1 A-961 -� ■ K AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. - MOUNT BOTTOM AT 2'-9 - Kll ■ 1/2" AFF. - EXISTING FIRE EXTINGUISHERS AND CABINETS MAY BE ■ ; I ,0,_�1 ■ RECHARCsED, RMR516HED A REINSTALLED IN THE APPROPRIATE ■ I I i 1 1 11� ■ LOCATIONS AS DIRECTED BY THE LOCAL FIRE INSPECTION OFFICIAL IN ■ i i ,41 2 1 1 j LCONTRAGIO ALSO PROVIDE AND IEU OF PURCHASING NEW EXTINGUISHERS, HOWEVERIF ADDITIONAL ■ EXTINGUISHERS TO MEET CURRENT CODES. ■ i i A.% 1 - AREA 2 I 1 TELECOM CORRIDOR ■ '1 1. REFER t0 MECHANICAL, ELECTRICAL, 4 PLUMBING DRAWINGS FOR ALL PLUMBING WOD.RK REQUIRE 1 1 106 , I 1 10 II'I 116 ■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ MECHANICAL, , AND ELECTRICAL ■ � 1 ■ OFFICE ■ _r , , 1 1 0�11 -N II (p'-5�11 ; 8,_g„ ■ g• ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL CODES AND ■ — 1� I I a -3 RESTRICTIONS ■ I I A-96t �' 1 1 cv JANITOR ■ g APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL BE USED ■ ; ' S - 11 11'-411 1 1 118 ; -' EQUIPMENT ■ J ONLY BY T14E SUPERINTENDANT. ALL CONSTRUCTION SETS SHALL REFLECT 10y ■ ROOM THE SAME INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN, IN ■ K9 OPH 1 2 WH s+ IZl ■ ADDENDA CHANGE F � SET OF PLANS WITH ALL REVISIONS, ■ -966 I ; ■ ON THE PREMISES At ALL TIMES. THESE -` " ■ AIRE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT ------- ----------= 1 1 i ■■■■■■■■■■■■■■■■■■■■■■■■■■■i■■■■ ■■■■■■■■■■■■■ ■ 10. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE ------------ ----- (� 1 ■ OCCUPANTS AND THE WORKERS At ALL TIMES. ILU ■ 1 1 I ■ 11. CONTRACTOR TO SUBMIT (2) SAMPLES OF CARPET AND (1)SEAMING ■ ,41- 1 - ® ■ DIAGRAM INDICATING WHICH CARPET IS t0 BE INSTALLED IN EACH 1 1 ■ 1 1 A- ► 1 1 1 ■ LOCATION FOR ARCHITECT/ TENANT APPROVAL PRIOR TO PLACING ■ 1 1 1 ; 1I ; CARPET ORDER ■ 1 1 1 1 G8 0 1 Csll 12. INSTALL NEW ROOFTOP EQUIPMENT CURBS OR SUPPORTS AS REQUIRED ■ 1 I 1 ` 1 A-961 A-961 A-961 i 1 AND PROVIDE FLASHING MATERIALS COMPATIBLE WITH EXISTING ROOFING H ■ 1 1 1 1 SYSTEM. SEAL ANY NEW PENETRATIONS OF THE EXISTING ROOF ASSEMBLY ■ 1 1 1 1 ® TO MAKE WATER TIGHT. COORDINATE WITH OWNER'S REPRESENTATIVE TO ■ I I - 1 : 1 - ■ ENSURE THAT ANY REQUIRED ROOFING WORK WILL NOT VOID AN EXISTING ROOF WARRANTY. 1 1 cn QUE 1 1 2 I ; 13. INTERIOR STEEL FRAMED GYPSUM BOARD PARTITION DESIGN CRITERIA IS L––––––––––––J 104 1 w 1 WORK BASED ON THE CLARK STEEL FRAMING SYSTEMS CALCULATED ■ _ 1 1 ; 1 ROOMI ■ NON-STRUCTURAL ALLOWABLE HEIGHTS TABLE". ALLOWABLE DEFLECTION cv 1 1 I ■ WITH A 5 PSF UNIFORM LOAD PERPENDICULAR t0 THE PARTITION 18 L/240. ■ �; K9 OPEN 1 2 IRT INE 1 119 I I ■ PARTITIONS WITH CERAMIC TILE FINISH SHALL HAVE AN ALLOWABLE ■ .� I I ; 1 ■ DEFLECTION OF L/360. CONTRACTORS TO SUBMIT LIMITING HEIGHT TABLES ■ 0 WORK I ; FOR OTHER MANUFACTURERS SELECTED. ■ tA- ROOM1 � 1 ------ ----- ------ � � � � :� 120 ■ ■ I I 1 1 ■ ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY ■ I I 1 I 1 1 ■ AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR ■ I I 1 1 1 cv 1 USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS 2'-Cl T-911 1 SHALL■E USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE wNATsoEVER WITHOUT 1 1 THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . 14 ' I ■ WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE 11� FF ■ I � I I I 1 v ; 1 Z �f�\ — ■ MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SED. AND OTHER LAWS. ■ I ` I `� r I ■ THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT ■ I o 0 1 1 v : 1 Q ■ F APPLICATION. F ■ 1 1 1 111 : 1 ■ ■ 1 � 1 1 ; 1 w I ■ ■ � 1 1 1 0 ■ 1 n ■ ■ } Ell 1 2❑ 1 1 ; 1 ■ ■ 1 1 1 i 1 1 7 1 ■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■ ■ ■ ■ 2 ii 1 ► I 1 1 ■ " I 1 1 1 � ■ ■ A-961 9 I I ------------------- 1 - ; ; 11'-211 Y.I.r I ■ ■ - I I ———————— —— ■ ■ LL_ 1 i i J1 – K1 ; n ■ ■ ri i A-966 LOBBY o o -966 ; ■ ■ cv } TRAININGI I 101 05 =cv I 1 ; Q G5 ■ E I 08/16/06 ISSUED FOR PRICING 4 PERMIT WITH CLIENT REVISIONS E ■ ROOM I I 0 A-964 1 U 1 --------- ` A-961 07/06/06 ISSUED FOR CLIENT REVIEW ■ 102 ' ' S Klyd ––––– _ – ATM___-- ■ No. Date Revisions / Submissions 8111 ----- – ; � � ■ ■ 1 i A-963 1 - ; 1 � IZZ ■ , ■ I �EQ EQ 1� gg ! ; 1 ■ � .r ■ i I 1 P- . 1 � ■ r ,' / �/ -. sit 00Z 1 ■ (r e D D 7N� J NORTH 10 A-964 300 SovtJt>I'" to Avenue PROJECT ORT C1 FLOOR PLAN Suite 0 1/4• - 1'-0• . Orlando, Florl 32801 Q 407.928.3 00 Tel TYPE SYMBOL DETAIL FIRE RATING HEIGHT REMARKS TYPE SYMBOL DETAIL FIRE RATING HEIGHT REMARKS QUEING SYSTEM PROVIDED BY TENANT. 1 � U.L. NO. U.L. NO. Q S E IA T M LL O P VI D D B : ENE GE 407.926.3390 Fax COMPANY, 115 W. CONCORDE PARK. DRIVE C C TO SALT LAKE CITY, UT 84065-2501 info&bakerbarriosarchitects.com EXISTING INTERIOR WALL WT-6 UNDERSIDE GYP. BD. ONE SIDE ONLY WT-1 AS/A941 H: (801) 411-9000 CONTACT: JOSEPH WARD 1 a OF CEILING �3 V C L G - O D I I G O N AIN. wc www.bakerbarriosarchitects.com ` - � Architects (1) HOUR EXISTING DEMISING WALL TO 1/211 TEMPERED GLASS WALL ® PNEUMATIC TUBING SYSTEM BY: WITTENBACH BUSINESS I �, AA0002981 WT-1 --------------- D9/AV2 m+ti t rtamttrrtml n,mrt WT-2 ■......■ E6/A941 (ASSUMED) CONTRACTOR TO VERIFY --------------- UNDERSIDE WITH GYP. BD. HEADER- SYSTEMS-CONTACT: MATT HANEY U.L. OU465 U.L. ASSEMBLY D12/A912 OF HEADER BUTT JOINTS WHERE REQ ID PH: (800) 638-8618 EXT. 210 I HAMILTON-CONTACT TONY MICHAELS p . _ NAVY FEDERAL CREDIT WT-3 r■■■■■■■■■■■■■� Al/A941 TO UNDERSIDE WT-8 EXTERIOR CMU WALL- SEE STRUCTURAL PH: (�03) 244-9563 f' - e B OF DECK WALL �5 PROV D R T 8 0 A .F. BOT O DER). �,:. DRAWINGS CENTER GLAZING ON HEADER SEE DETAIL Dg/A912. a U N I O N 611 ABOVE ® ENCLOSE COLUMN WITH NEW PARTITION. ATLANTIC VILLAGE 9,4.1 SUSPENDED WT-9 43" AFF. MILLWORK PARTITION P OYI E O IN I JAN TO L S T. WT-4 A3/A'341 CEILING I 953 ATLANTIC BOULEVARD ® SAFES PROVIDED BY TENANT. ATLANTIC BEACH, FL 32233 TO PROVIDE 21X3' FIRE RETARDANT BLOCKING IN DATE: 01/06/06 WT-5 A6/A941 UNDERSIDE WALL FOR FLAT PANEL TV (TV BY TENANT). AREA OF WORK �§N FLOOR PLAN & �JECT:060154.90 A 10 RECONFIGURNEW DOUBLEEDOOR LOOATIONNT STEM AS REQUIRED FOR WALL TYPES D,� � �8 PROJECT NORTH A m CHECKED: MM/JS Al WALL TYPE LEGEND A10 TAG NOTES KEY PLAN GENERAL NOTES A931 1 2 3 4 5 8 7 8 9 10 11 12 13 14 �' A+ fic ON Uel 1 2 3 4 5 B 7 8 9 10 11 12 13 14 System No.W-L-1001 System No.W-L-3001 Design Na.0465 NOTES szpt_r C7,21x4 cdp,anLa u-,'a4 December 21,2004 (Formerly S—No.14.1) r.—oly S,-.No,149) Nonbearing Wall Rating--1 HR. Fso,—. ,ana't d 211,st,It Q 03 SEAL TO UNDERSIDE M F Hinn . 1,2. nJ 4 Hr Iter Items 2 and 3) MT Itanng. 0,1.2,1,arta 4 Hr fSee Item i) r Rnnnsi—1'4.r,l l2 wJ 2 Hr(bu,Iivm 21 T Rnnng At amhin -I:CFMIq a(se,loin.t) oc L Rati,g At xm blent—less them l CFM!"It V/ r!� DECK L Rallat At 400 F les.than I r FM sq it(See Iter 3) C-x4+�•yYH�a-'°�- Y �^� 1 t L Rating At 400 F les A-I CFAV q R -)-A rz t1 AAFA } 7' E l_qll r �) .. -"� i ,j�4 _1111— I 1.Flom andCeilingRn�els (nut shown) Channolshapediwinos.3-5Bm r wide(min) I-1'4 m.legs,formed from inn Na 25 MSG gal,steel,attached to floor + and ceiling-0,fasteners spaced 24 in OC rnaxAMC . 2.Steel Studs Chanlral shaped, o.'8 m wide1-1,14 ( L � par (ran), m.lags,3.'8 ui,folded 1.• back r1tra s,formed from tin No 25 MSG galy steel spaced 24 in OC max. ` . .t 3.Batts and Blankets* (Optional) Mineral wool or glass n'ber bans partially or % 1 t L-X-A '•-c- , re, 1 completely filling And c rity Is • + ) • SECTION A-A •' '{ - LA. See Batts and Blankets(BZJZ)category for rlames m Classified companies. Lw uA.mmY n t 41 , g p ux a 1 ai wmu SECTION A-A ) d h r+1011 M a nv r ri,l,rf 11,r,len:1.rid it1 e cr drx.:rihnJ; rl a 3A.Fiber,Sprayed"—As wr alternate to Batts and Blanketsm (Itei)—Spray I J I rroo u4uo, a dl F 1 u u _K -:um LL 5 k anode. apperia lied cellulose matl.The fiber is applied with water to-ruplmcly til the 1.nIli bl, h 1 NF JS_t .illbn is slid n mbk .- R (/� nruAiry and vl.l' 1 d rfi flu. @ feM sh,l.b > 'IeJ h t -els 1 W J enclosed cavity in accordance with the application instructions supplied with the BUILDING STANDARD t 1 or too = dl Fwli o-s 1 L p Roe-suwr Dito t,r- produ..t Nominal dry d sity of 3.O lb,'ft'.Alternate application method The fiber is / ✓ A ShId, w 11 f 8 l f 0 vl dl nm]droll i 1 J t II a W 1 -ti. to IF t 11 4db 1 d.W„„d applledwrthU.S,Grmnhber LLC Type.AD100 hot melt adhesive at a nominal ratio (r •• b,4-I b r i 10 u,uc A—n v,11,r , r m N ane.,w of one part adhesive ro 6.6 parts fiber to completely fill the enclosed cavity ir. CEILING PANEL GRI D =t«J,:rennet n t w.,d xn, e , r m x 4.. aaerdance with the application msiractians supplied with the product.Nominal dry :( s I m:ln n.I SA rn.ry de by +•a'n..;eel' b p�eJ 16 OC W b'4 n lumber end plaice density of 2.5 Ib,ft f"`- J1 div spo,ed 24—OC. d --bn t l t d-t Bin.wide by I M { U S GREENFIBER L L C—Cocom12 Stabilized or Cocoon-FRM!Fire Rated B.Gypsum Board*—Yam 1"2 or 5.8 in.thick.4 ft.wide with Material, square or tapered zdges.The gyp.-inn wallboard type, Gypsum Board m pe;thickness, 12 or s:b In,thick,4 n wide with agna er tap Icd cdg- Thi gYPsm owallboard typo,thickness. number'of layers,fastener type and sheet orientation shall be as 3II.Fiber,Spt•oyed"—Asan alternate to Batts and Blanket(]tem 3)and Item 3A- •`- _.�,,1 / (� numb,of lay.,is and s?art is-Dehnn shall r) as sacular d i❑ 3 /" (25 GA.) STEEL specified in the indicidtlal 0300 or 13400 Series Design in the Spray applied cellulose ivd,the application material.The fiber is applied with water to intenox UL Fire Resistance Directory.Max diam of o min is 26 in- the individual Wall x Panulnn Design.Diem of ciiculsr s Pe g throe 1 m to be;:8 m.to VR in.tai er than outside diam Appli ed ut comp]awe wll t diecloscavity. Mac imu supplied wtd,f,1 product. I I (� € -F"''° € T Appliedtvcompletelyfilltheenclnsedcavity.Mlninntmdrydansityof4.3prnmd.spar STUDS g 24" O.G. WiTH of cable o1 cable build]-. s 2.Through-Penetrant—Onzmerallic pipe,conduit nrmbing installed zither cubic fl. �, RUNNER TOP wncenh9callg or eceeufrically within the fil-zstop system.The annular spaces between C.Fnstenere When wood stud training is employed y-sum € €-T NU-WOOL COCOINC'—Cdlulasc Insulation PIN,couduitor tubing and periphery of opeufng shall be]tin of O in.(point contact) w'a111imud lays sit lied to sru&wrrh cement coaled nails as Io max 2 in.Pipe,cnnduii or Bing to be rigidly supported on both sides of wall specified in the individual Wall or Partition Design.When steel 4.Gypsum Board*—5/8 in.thick,4 ft wide,attached to steel studs and floor and • (N f BOTTOM K K assembip-The following types and sizes oflnetanic pipes,conduits ortubing may be channel.crud framing is employed,gypsum walihaard attached ce1hIl track with I in.long.Type S Steel screws spaced 8 in.OC.along edges of used; to studs with typeS self-drillin self-la in bugle-head steel g g- F g g g• ll g g board and 12 in.OC in the field of the board.Joints oriented vertically and staggered > =' sciews as specified in Ilia individual wall or Part inion llesign. A.Steel Pipe —Nona 24 in.diam(or smaller)Schedule 10 on opposite sides of the assembly.When attached to item 6(resilient channels)or 6A - rj (onceayier)stool pipe. The hourly F Rating of me]IT-top sy.lem is equal to me hourly (furring channels),wallboard is screw attached to furring channels with 1 in.long, /Sit II TYPE X GYPSUM fire rating of the wall assembly in which it is installed. Type S steel screws spaced 12 in.OC. WARD EACH SIDE B.Iron Pipe Nom 24 in.diam(or smaller)service weight 2.Cables—Individual cable or max t in.diam cable bundle installed in through (or ss 50 heavier)cast iron;oil Alpo.nom 12 m diam(or smaller)or orc ung—th-annular st a c of min On,lira at ontact)to rat.3;4 in.Cable to be AMERICAN GYPSUM CO-- T AG-C,AGX-I,AGX-7. FRICTION FIT 3 Class 50(or heavier)ductile Iron pressure pipe. rigidly supported on botb sides of wall assemac assembly.The following types and ss of Types I� C.Conduit—Nom 61n.diam('or smaller)steel conduit or cables may lc used: —'Type �.. SOUND ATTENUATION nom 4 in diam or smaller)steel electrical metallic tithing BEIJING NEW BUILDING MATERIALS CO LTD—T e DBX-1. ( A Max I SF psi,No 4 AWG copper conducts telephone able with polyvinyl hl udc(PVC)insulation atidfaetM. BPB AMERICA INC Types 1,EGRG,ProRm T X,ProRoc Type C. �- BATT INSULATION D.Copper Tubing—Nom fi in,diam(or smallcrl Typo i,(or nmter els.When max 25 pair telephone cable is used,T ype. Type yp heavier)copper tubing Rating is 2 hr.When 541 to ISO pair telephone cable is used in 1 hr fire rated wall,T Rating i0/4 far.Whoa 50 to 150 BPB CANADA INC PrORoc Type C.ProRoc Type X or ProRoc Type Abuse- '�-' ,-✓ /L�'+E /SEE FINISH E.Copper Pipe—Nnm h in.diam(or smaller}Regular fox pair telephone cable is used in 2 hr fire rated wall,T Rating AB l heavier)copper pipe. is I hr- Resistant. SCHEDULE) J R Through Petrel rio i ag Prod not+—Flexible Metal Piping B.Max No.10 A WG mull iple capper aInduclor'fype NM CANADIAN GYPSUM COMPANY—Types AR,C,IP-AR,IP-Xl,IP-X2,IPC- The following types of steel flexible metal gas piping may be C'Romex")nonmetallic sheathed cable with PVC insulation AR,SCX,SHX,WRC Or W RIX• used: aRating is 1-112 hr.ndjackal—teiials.WhenTypeNYlcableisused,macT �.. c FLOORING (SEE FINISH 1.Nom 2 in.diam(or smalleri steel flexible metal gas piping. G-P GYPSUM CORP,STB OF t, - SCHEDULE)' Plastic covering on piping play or niay not be removed on both C.Muluplc fbm optiesi"unmunn,cat,ocablcjackcfcd with aw ._} SadesOffla?r or wall a esembly PVC and having max ords,de dram of 5/8 i,L When fiber GEORGLa_PACIFIC CORP T BS 5,9,C,DAP,DD;DA,DGG.DS,GPFS6. - 11111111111111111 optic cable is used,max T Rating is 2 hr. Ylt OMRG.A FIXX INC D.Max 12 AWG multiconductor(max seven conductors) LAFARGE NORTH AMERICA INC—Types LGFC2,LGFC2A,LGFC6, tbtwedcoutret—blo iii terve-linked polyalllylcne(XLPE) LGFC6A,LGFC-C,LGFC-C/A. ^ 2.Nom 1 in.diam(ot'snraller)steel flexible natal gas piping. insulation and XLPF.or PVC.jacket ntnteials.When Plastic covcriug on piping niay or may not be renowd on both mnitfenaductor power/control cable is Iced,max T Rating is sides of floor or wall assembly. 2 hr. NATIONAL GYPSUM CO—Types FSK,FSK-C,FSK-G,FSW-C,FSW-G,FSW, TiTEFLF.X CORP E.Max four conductor with ground No.2 AWC(or smaller) FSW-3,FSW-5. 5.Joint Tape and Compound—Vinyl,dry m preulixed joint compound,applied in aluminum SLR cables with polyvinyl chloride insulation and two coats to joints and screw heads;paper tape,2 in.wide,embedded in first layer of A BTR4DV CO jacket materials. PABCO GYPSUM,DIV OF compound over all joints.As an alternate,nominal 3/32 in.thick gypsum veneer 3.Nom 1 in.diam(or smaller)steel flexible metal gas piping. I.Fifl,Vnid or Cavity-Materials*—Caulk Sealant to.Putty—Caulk or puffy fill plaster may be applied to the entire Surface of Classified veneer baseboard.Joints Plastic covering ou piping ,.y or may nix be removed on both material installed to completely fill annular space between cable and gypsum PACIFIC COAST BUILDING PRODUCTS INC Type PG-C or PG-9. reinforced. sides of flora or wall assembly. wallboard on both sides of wall and with a min 1A in.diam bead of caulk or putty applied to perimeter of cable(s)at its egress from each side of the wa1L PANEL RE, ---Y S A Type PRX. WARD nu�-G INC �' 6.Resilient Channel—(Optional-Not Shown)—25 MSG gale steel resilient 3M COMP.i),Y NIP i puny,CP 2 W'B i caulk or FB-3000 W I Icidalru.(Note:L channels spaced vertically max 24 in.OC,flange portion attached to each intersecting 3.Fill,Void or Cavity Material*—Caulk or Sealant—Min 5:8.1-U4,1-A•8 and Ratings apply only when Type CP 25WB+caulk or FB-3000 WT sealant is used.) SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 stud with lit in.long type 5-12 panhaad Steel Screws.2-1l2 iii.thickness of caulk for 1,2,3 and 1 hr rated assemblies,respectively,applied within annulus,flush with both surfac.s orwall.Min 14 in.diam lead ol'oaulk STANDARD GYPSUM L L C—Type SG-C, applied to gypsum board/penetrant interface at point contact location on both sides of 'Bearing ilia Ul.ClassilieatiMark 6A.Steel Framing Members(Not Shown) —As an alternate to Item 3,furring on wall.The hourly P Rating of the tiresuop system is dependent upon the hourly fire channels and resilient sound isolation clip as described below: rati ng of the wall a-c-mbly in which it is inarancd.as shnwn io the fr,llowing table. Notice of Disclaimer TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C. The hourly T Rating of the ftrestnp system is dependent upon the type or size of the a.Furring Channels—Formed of NO.25 MSG ga1V Steel.2- i e or conduit and the hour] fire rating of the viall assembly in which it is installed, By—Vieing these Testtitgs.DesiVm,Consinwtions,Syuens and Assnnbhes,the user aeknowlectIrs and PP Y accepts the terms and conditions upon whicIthissrr."isms UNITED STATES GYPSUM CO--Type AR,C,FRX-G,IP.4R,IP-X1,IP-X2, 3/8 in.wide b 7i8 in.deep,s aced 24 in.OCperpendicularto Y P as tabulated below: .- ' IPC-AR,SCX,SHX,WRC or WRX. studs.Channels secured to studs as described in Item b.Ends of 't'HrS R.'FORMATIONAND ALL REL.4't'BD MATY Ol'PORT AND SERVICES APEMADE - ._"""-" "" AVAILABLE BY UL FOR USF ONi.Y Jr USE R'I'HEllt IN Pl13tPOSPS AND I5,AS Max Pipe F' 1' IS,"WITfiouT.aNYREPRESF'NrAtlUNoff NTYOFANY KIND.EXPRESSOR IMPLIED. adjoining channels are overlapped 6 in.and tied together with or Conduit Rating Rating LYCLUDBdG BUTNar LiNtIT D TaANYIMPIED w_aRRANTiLs OF NtBRCHAN'fABtLITYOR L?SG MEXICO S A DF.C V—Type AR,C,IP-AR,IP-XI,IP-X2,IPC'-AR SCX, double strand of No.18 SWG galy steel wire near each end of Dian Iit IIr IIr FrrNESS FORA PARTICULARPU'RPOSE. SHX,WRC or WRX. overlap.As an alternate,ends of adjoining channels may be Q 0 1 �..... s 1 or 2 0+ I r 2 i TIL cannot and doebrua warrant that this information is current,axtiout%or cotuplete.Users must 4A.Gypsum Board*—(As alternate to Item 4)-Nom 5/8 in.thick gypsum panels overlapped 6 in.and secured together with two self-tapping#6 ..... .... ..... ... pendently confirm the confomrances army product In the applicable standards of requirements with the framin screws,min.7/16 in.loo at the midpoint of the i l r 4 3 or 4, m:umtTsrare:of thalpmdwt.Any mproduction or re-ma;.,a� an of this;urw;uetion isprahibited tuiless with beveled,square or tapered edges,at vertically or horizontally.Vertical g g Po .�. reproduced or re-tnmsmitted in its enfimy,including dua Nonce.or Disclafmtx. joints centered over studs and staggered one stud cavity on opposite sides of studs. overlap,with one screw on each flange of the channel. •4 Lor 1 O ..-. _________—.____ r ... _.._. I Hononto1 edge joints and horizontal butt joints on opposite sides of studs need not be 3 nr 4 0: staggered or backed.Panels attached to steel studs and floor runner with 1 in.long b.Steel Framing Members*—Used to attach furring ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY """ """""'"""__. channels(Item a.)to studs(Item 1).Clips spaced 48 in.OC.,and 12 1 r'r m� _.. .. ! Type S steel screws spaced 8 in.OC when applied horizontally,or 8 in.OC along ____.__.._. _._...._ ...._........._' _.__.__. vertical and bottom edges and 12 in.OC in the field when panels are applied secured to studs with 1`18 in.wafer or hex head Type S steel AM,THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR +W'hon copper pili is use L F Rating s o It. vertically. screw through the center grommet.Furri ng channels are friction USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS fitted into clips. SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT 3M COMPANY CP zs�fB-or FB-3uoo w`l. CANADIAN GYPSUM COMPANY—Types AR,G IP-AR,iF-XI,IP-X2,IPC- THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . AR,SCX,SHX,WRC or WRX. PAC INTERNATIONAL INC' Type RSIC-1. 'Bear ng the UL Classification Mark AR, REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE Notice of Disclaimer UNITED STATES GYPSUM CO T}lee AR,C,FRX-G,IP-AR IP-Xl,IP-X2, *Bearing the UL Classification Mark MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. By accessing dose Listings,Designs,Constructions,Systems wait Assemblies,tote user acknowledges and IPC-AR.SCX,SHX,WRCor WICK. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT accepts the,tams and conditions span which this sdryicc Is made available. Online Certifications Directory-Notice of Disclaimer (` APPLICATION. AVAILABLE.HV(11 FOR USE ONLY BY USERS FOR THEIR INTERNAL PURPOSES AND IS IAS SHX,WRC or THIS INFORMATION AND ALL RELATED MATERIALS,SUPPORf AND SERVICES ARE MADE USG MEXICO S A DE CV—Type AR.C,1P-AR,IP-X1,IP-X2,IPC'-AR,SCX, F WTLX. By accessing hese Li tangs,Designs,Constructions,Systema,and Assemblies,the user acknowledges and accepts the terms and condition upon which this service is made available. IS,"W1THOl1T ANY REPRESENTATION OR WARRANTY OF AYY KIND,EXPRESS OR INfPLISll, INCLUDING BLT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR. FITNESS FOR A PAKncuLA.R PURPOSE. 4B.Gypsum Board*— (As an alternate to Items 4 or 4A) Nom 3/4 in.truck,4 ft TIES INFORMATION AND ALL RELATED MATERIALS,SUPPORT,AND SERVICES ARE MADE AVAILABLE BY UL?OR USE wide,installed as described in Item 4A with screw length increased to 1-1/4 in. ONLY BY USERS FOR THEIR INTERNAL PURPOSES AND IS"ASIS,'WITHOUT ANY REPRESENTATION OR WARRANTY OF UL ummt and ekxs two watrartt that this infbrnttaion is cuna'slt,er;curatq or complete.Users must ANY KIND,EXPRESS OR IMPLIED,INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY independently confine the ccorminameof any pniduct m the applicable standards ornquirauetts with the OR FITNESS FOR A PARTICULAR PURPOSE. mArnfuetturer of that product,Any reproduction or ofthis information is prohibited unless CANADIAN GYPSUM COMPANY Types AR,IP_AR. reproduced or re C-aasmined in its entirety,including this Notice of Disclaimer. UL camiot and does not warrant that this infcvrnation is cturem,accilrate,or wmplete-This database contains the names of companies who have UNITED STATES GYPSUM CO Types AR,IP-AR- qualified to use the UL Mark and those products for which samples have been evaluated by UL.and judged to be eligible for Listing.The manufacturer fs not obligated to label all of his production.Accordingly,the appearance of a company's name or product in this database does not Qi itself assure triose products ac covered udder UL's Listing and Follow-Up Service.Only those products bearing die appropriate UL Mark USG MEXICO S A DE C V-1 ypes AR,Ill-AR. should be considered covered under UL's Listing and Follow-Up Service.Any reproduction or re-transmission of this information is prohibited unless reproduced or re-transmitted an its entirety,including this Notice of Disclaimer, E 08/16/06 ISSUED POR PRICING 4 PERMIT E REVIEW E1 PENETRATION DETAILS E6 WALL SECT WT-2 Date RevisiISWEDons ns SuCLIbmissions cions No. Det® Revisions / Submissions NTS 1 1/2' - 1'-0' C= o D D SEALT UNDERSIDE 300 south O e Avenue OF DE Suite S • o e o IF0 0 Tis e o e 10e e e IF • • • e e e rIs e Baker Orlando, Florid 32801 BUILDING STANDARD BUILDING STANDARD BUILDING STANDARD BUILDING STANDARD CEILING PANEL 4 GRID CEILING PANEL 4 GRID CEILING PANEL 4 GRID CEILING PANEL 4 GRID 407.92 •3000 Tel Barrios FASTEN STUD RUNNER 4 FASTEN STUD RUNNER FASTEN STUD RUNNER 407•926.3390 Fax C TO CEILING GRID TO CEILING GRID TO CEILING GRID infoCbakerbarriosarchitects.coin 9 48" O.G.(MAX.) g 48" O.C.(MAX.) 48" O.CIMAX.) www.bakerbarriosarchitects.com 3 5/811 (25 GA.) STEEL 3 5/8" (25 GA.) STEEL 3 5/8" (25 GA.) STEEL 3 5/811 (25 GA.) STEEL STUDS a 24" O.C. WITH STUDS 9 24" OC. WITArchitectsSTUDS 24 O.G. WiTH STUDS g 24" O.G. WiTH aA0002981 RUNNER Il TOP RUNNER g TOP RUNNER e► TOP RUNNER g TOP 4 BOTTOM 4 BOTTOM 4 BOTTOM • 50TTOM 5/8" GYPSUM BOARD 5/811 GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD NAVY FEDERAL CREDIT a EACH SIDE EACH SIDE EACH SIDE ONE SiDE a UNION BASE (SEE FINISH BASE (SEE FINISH BASE (SEE FiNiSH BASE (SEE FINISH ATLANTIC VILLAGE SCHEDULE) SCHEDULE) SCHEDULE) SCHEDULE) 953 ATLANTIC BOULEVARD FLOORING (SEE FINISH FLOORING (SEE FINISH `� FLOORING (SEE FINISH 4 FLOORING (SEE FINISH ATLANTIC BEACH, FL 32233 SCHEDULE) SCHEDULE) SCHEDULE) SCHEDULE) DATE: m7 WALLSECTIONS PROJECT:mbm154�0 111111111111111111. 11 1 11111111111 DRAWN : GMS A & DETAILS CHECKED: MM/JS Al WALL SECT WT-3 A3 WALL SECT WT-4 A6 WALL SECT WT-5 A8 WALL SECT WT-6 A941 1 1/2' - 1'-0' I I I 1/2' - 1'- • 1 1/2' - 1-0' 1 1 1 1/2' an 1 -0' 1 2 3 4 5 8 7 8 9 10 11 12 13 14ann ic ?IveA i ��ii 1 2 3 4 5 8 7 8 A 10 11 12 13 14 TAG NOTES M EQ EQ 1 M W ASS r.MAN R OFFICE III D CORRID I�9 ICE11@ A9I2 A0 D9 109 .: -I 113 114 ANAL R -�' q SIM. L L OFFICPen =Q 108 9I 1111401111111111 A 1Z cORRID El K © UD Pl-I OD OPH D 965 115 K AL109- Ilk 4'-0 1 4'*0 1 965 WAITI AREAC-CrW5 II6DOR -__--_ - TIELECO� E UIPM T D 9 il't Roots � J A912 121 •_0' F OR 118 Tj 0 0 0 0 EQ 41-011 >I _ H EQ EQ Z'-6" 0 GLUElow 00 OPEN IROOM 104 IRT INE 119 OFFICE 103 IM. '-0' h" 965 El -T O -10'AFF, 7 WORK I I ® o ® Ire ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAINING ARE OWNED BY 120 AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR tl'i I, USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT tIT- -�-- - - THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE �y MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31.1 ET. SEO. AND OTHER LAWS. V O O O O I THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT LU F F APPLICATION. IT LOEI55Y u 1 -3- ® 3_011 5'_4y11 Ito cl� L44 1 08/16/06 ISSUED FOR PRICING 4 PERMIT WITH CLIENT REVISIONS E t INI1VCs A9I2 Q RCUUM _ E ATM 0-1/06/06 ISSUED FOR CLIENT REVIEW 122 OP m' AF No. Date Revisions / Submissions 102 F11 '- 60 U op v op % NJ D D 1, /EQ 5'-0" 5'-0" EQ N 300 South ge Avenue PROJECT NORTH Suite 0 C1 REFLECTED CEILING PLAN Orlando, Flor 32801 Baker 1/4' - 1'-0' 407.825.300 Tel SYMBOL TRW SYMBOL DESCRIPTION IN Barrios 407.82 .3380 Fax C C rE W G55 2x2 FLUORESCENT FIXTURE. REE Epinfo@bakerbarriosarchitects.comaANUF: LIGHTOLIER ALTER 2X2 SQUARE 24" X 24" CEILING SUPPLY DIFUSER TO REMAINwww.bakerbarri®sarchitects,com V52GPF052FT24 LAMP: 2-TT5-40W OR --„'"' 1 F ` Architects ® EXIT LIGH BUILDING STANDARD ® REMAIN &24" X 24" RETURN AIR / EXHAUST DEVICE TO " � � � aAOQt12981 G NEW MR-16 WALL WASHER INDICATES CEILING I HT j A MANUF. CONTECH SL8050 D ES N EG �. „ NAVY FEDERAL CREDIT NEWS DECORATIVE RECESSED FLUORESCENT B © DOWNLIGHT FIXTURE W/METALLIC RING - UNDER COUNTER LIGHTING B BIRCHWOOD WPT5-U5-AC-120-STD-HRW MANUF: CON-TECH UNION i3t C O O U T A O A I CS I H EYU T ERS 0 C <<- rfT ATLANTIC VILLAGE FCONSU953 ATLANTIC BOULEVARD NEW GYP. BOAR EI IN R SOFFI I HT AS ATLANTIC BEACH, FL 32233 --- � SCHEDULED ALt . DATE: 01/06/06 NEW 2X2 ACOUSTICAL CEILING PANEL AND GRID - REFLECTED PROJEGT:06015490 ARMSTRONG IMPERIAL TEXTURE 51811 ANTIQUE WHITE - 7,N � � A DRAWN : CMS INSTALL AT 9'-10" A F F. PROJECT NORTH � AREA OF WORK CEILING PLAN CHECKED: MM/J6 Al CEILING LEGEND KEY PLAN & LEGEND A951 1 2 3 4 5 8 7 8 9 10 11 12 13 14 Ca, I lvt c 81 VeA 1 2 3 4 5 8 7 8 0 10 11 12 13 14 2 F-21 G4 C 1 G1 A962 A962 A962 I x,10 SOFFIT a 8'_011 AFF. MILLWORK NOTES 5 6 '-0" 6' " 6 5 4 , (2) E A963 1"X4" METAL PLATE, TYP. M 2 A11 E EQ EQ E DOO 6 II BRASS WIRE PULL, TYP. M 1, MILLWORK 15 TO BE CONSTRUCTED IN ACCORDANCE WITH "CUSTOM -I 5 6 a965 //--LOCK AND KEY SYSTEM, TYR. GRADE STANDARDS" DESCRIBED IN SECTION 4008 4 400C OF THE _ 8 5 ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS. 2. ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE,UNLESS OTHERWISE `O O I r I r NOTED - SEE FINISHES. Tz II PL-1 >f - 3 15 MICROWAVE-GENERAL 3- ALL INTERIOR SURFACES to BE LAMINATED WITH BLACK MELAMINE _ ELECTRIC JE1860CH OVERLAY. 1 , ,�, 1 1,-61 - ' COLOR-BI5QUE g �'� r 4. DRAWER SLIDES TO BE K4V 8505. h _ 1 — �„ — — — PL-8 3611 121' 4211 SS-1 I, REFRIGERATOR-GENERAL o I 41 TYP. 5. ALL CABINET AND DRAWER PULLS To BE MocKEtt, BOW PULL IDP1B, L I� — — `'., a ELECTRIC GT518KHPG0 SATIN CHROME (26D)FINISH. wwwmocketzom OR I-800-523-1269 4 — 4 PL_6 _ , - . - COLOR-BISQUE 6. HINGES t0 BE GLUM, HALF OVERLAY,SELF- CLOSING OSIM26W (UNLESS OTHERWISE NOTED). • DISHWASHER-ASKO D3251F1 1 _ I. ALL TOPS WITH SINKS TO BE CONSTRUCTED OF EXTERIOR GRADE 8 8 _ oe cl) MINI PLYWOOD. 9 9 S 31_011 S. ALL GROMMETS TO BE BLACK PLASTIC. NOTE:` I r2 -Y2u MIN. PROVIDE 2" METAL w STANDOFFS LL44ERE NOTED. m OR -800-523-1269 DOTTED LINES REPRESENT WHEELCHAIR TURNING CIRCLE AND FLOOR CLEARANCES `-� VERIFY SIZE PRIOR 111 1 TO FABRICATION II n u u u PRODUCT: MP510 l2"L)WITH MPBIO/CAPI (COUNTERTOP 15 V4" THICK AT TOILET FIXTURES REQUIRED BY THE FLORIDA ACCES5151LITY CODE FOR BUILDING A C 8'-10 11 V.I.F. 1 -2 I -2 1 -2 1 -2 I -2 ' K CONSTRUCTION AND THE ADA. (AMERICAN'S WITH DISABILITIES ACT) K FINISH:PROVI SATINPf' IAM (114) STUD). K1 TOILET PLAN K5 TOILET ELEVATIONS K8 BREAK ROOM ELEVATION K11 LOCKER ELEVATION PROVIDE CKETT wwwTIVE WORK SURFACE SUPPOR3- WHERE NOTED. MA�NUF: MOGKETt WWW1floClCett.Com OR I-800-523-1269 PRODUCT: SW63 1/4' - 1'-0' 1/4' - 1'-0' 1/4' = 1'-0' 1/4' - T-O' FINISH: L-BRACKET TO BE MATTE BLACK, ROD ELEMENTS TO BE PLATED IN SATIN CHROME. IY-14 NOTE: MILLWORK PROVIDED BY Al C�12 A4 Al GENE PRANCER x962 A962 a962 Ct OF ROOM A962 23'-0" V.I.F. 06 EQUAL DOORS) TOILET ACCESSORIES VIDEO BASE UNIT (CAMERA � BY TENANT) TAG DESCRIPTION MODEL 0 PROVIDE 2'X3' FIRE-RETARDANT PL-3 I PL-3 GRAB BAR 1 1/2° x 36° BLOCKING IN WALL FOR FLAT PANE �l TV (TV BY TENANT) MFG. BY BRADLEY OR APPROVED EQUAL 8170-001-36" c� / �` / �' r 2 AR " x 4211 k 4 M MFG. BY BRADLEY OR APPROVED EC�UAL 8110-001-42° POWER 4 COAX OUTLETS - N — TA - cv - _ _.... T _ A962 _ _. _ _ C�1 � ,, _ _ _ SUPPORT COORDINATE LOCATIONS IN FIELD �' � _ , �� �� �. �5 e WASTE RECEPTACLE 356 k I SATIN CHROME i , 4 y , BRACKET rETfA 1 . BY B Y OR DGROMMET lbs GAL. EQ EQ 13'-8° MOCKETT EDP-3 PL-8 PROVIDE 3 D IA. MATTE PAPER TOWEL DISPENSER 250-15 55t IF UNTER cv H MFG. BY BRADLEY OR APPROVED EQUAL HCK BRACKET _ GROMMET —� rl �...- — �,,,,- tOILEt t155UE DISPENSER W/ SHELF . _a_ _ E EQ. EQ EQ. - EQ EQ �5 5263 SWITCH, TYP. MFG. BY BRADLEY OR APPROVED EQUAL _ SECURITY NOTE: PROVIDE 2- " `v d- 6 EQUIPMENT SANITARY BY RADLEY OR APPROVED EQUAL 6 EQ DOORS DIAMETER GROMMETS IN �'-10" Y.I.F. 13'-6" V.IF. PEDESTALS EQ EQ EQ 3'- 2'- BY TENANT ALL SHELVES AT TV BY OTHERS DISPENSER CABINET AND AT FILE CABINE 111 ALL REDS ��SOAP Y BRADLEY OR APPROVED EQUAL 111 111 COUNTERTOP N.LC. 111 111 METAL 11 21-011 2'_011 2'-0" N.LC. 111 10'-4Y211 Y.IF. I MIRROR SUPPORT ® MFG. BYGINCsER 368051 G BRACKET, TYP. HOOK Q9 MFG. BY GIN r MOD L KUBIC 3630. 02 FINISH: SALIN NI �5 G1 TRAINING ROOM ELEVATION G5 ATM ROOM ELEVATION G8 WORK ROOM ELEVATION G11 WORK ROOM ELEVATION ALL REAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 1/4' - 1'-0' 1/4' - 1'-0' 1/4' - 1'-O' 1/4' - T-0' AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR INN:ON AND NI CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT ,41 NOTE: MILLWORK PROVIDED BY NOTE: MILLWORK PROVIDED BY 36" (o I, THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC. . A962 GENE PRANCER GENE PRANGER. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE 1211 4,211 MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. THE REAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F 61.011 A10 CEILING AS SCHEDULED F APPLICATION. (4 EQ DOORS) A962 Q = C _ PL-3 I 611X611 CUT-OUT FOR ELECTRICAL GYPSUM BOARD FACIA (P 0 ! PAINT TO MATCH ADJACENT WALL ACCESSIBLE WATER CLOSET ACCESSIBLE WATER CLOSET ``' I TANK FIXTURE TANK FIXTURE PL-4 ' E 08/16/06 ISSUED FOR PRICING 4 PERMIT WITH CLI NT REVISIONS E 1'-5411 31-2811 31-2y811 11_53/ " , 1 I cv 4 � � O'i/06/06 IS8l1ED FOR CLIENT REVIEW IL BRUSHED SATIN % ; �p ALUMINUM INLAY, TYP. No. Date Revisions / Submissions 20 N%I I I FLAT PANEL IV BY I EVAN' IYr- 2 -0 P. 2 -0 PED N.I.C. PLASTIC LAMINATE PL-1 D8 41.13811 . ,I METAL COUNTER SUPPORT BRACKET 2 _615611 21.615611 D D ACCESSIBLE ACCESS. NAPKIN DISP05AL WALL MOUNTED LAVATORY D1 WORK ROOM ELEVATION D4 TV WALL ENLARGED PLAN D8 TV WALL ELEVATION AND TOILET TISSUE DISPENSER AND SOAP DISPENSER 300 South a Avenue 1/4' - T-0' 1/2' - 1'-0' 1/4' - 1'-0' Suite Orlando, Flnrl9 32801 11 -4 NOTE: MILLWORK PROVIDED BY NOTE: MILLWORK PROVIDED BY GENE PRANGER GENE PRANCER 407 92 3000el I o Ok SPOUT 407.926.3390 Fax C T= C*_, BRUSHED SATIN Cs4 = C A '�`�� 963 963 ALUMINUM INLAY A963 = � infoGbakerbarrlosarchitects.com EXISTING COLUMN A8-A 1 www.bakerbarriosarchitects.Com = J ACC S51 P. T. DISPENSER Architects AA0002981 - c0 ACCE551BLE E BLE P D PE 5ER NOTE: MILLWORK PROVIDED BY _ COUNTERTOP - COUNT TO STONE STONE DRINKING FOUNTAIN GENE PRANGER. `;' 1ST-1) ``' 1ST-1) B ' EXISTING - 111-411 L-4 - W_ „_,g Z NAVY FEDERAL CREDIT COLUMN � � 11 -4 � } equipment B EXISTING COLUMN =� I - 11 -2 shaded area e 111-411 II � � e _ z UNION r a� ATLANTIC VILLAGE r � In 953 ATLANTIC BOULEVARD - - - �� ATLANTIC BEACH, FL 32233 EXISTING '`� 4 rrr COLUMN = 611 II DATE: 07/06/06 I1'-2" VENTILATION PL-1 PL-4 8 min 6 max MAX. MIN. TOILET PLANS PROJECT:06015420 a5 B DRINKING FOUNTAIN 95/813; 311 A-�'' 311 311 5/U II SLOT A I 6" ACCESSIBLE SINK A DRAWN : CMS A C f � ELEVATIONS � CHECKED: MM/JS Al QUE WALLS ENLARGED PLAN A5 QUE WALLS ELEVATION A8 QUE WALLS ELEVATION All MOUNTING HEIGHTS MILLWORK DETAILS A961 r_1/2w111111-ow 1/4 1 0 1/4 - f-09 NOS ALE 1 2 3 4 6 8 7 8 9 10 11 12 13 14 ' n � ����� CA 1 2 3 4 5 8 7 8 8 PROVIDE CONTINUOUS FIRE MILLWORK NOTES PROVIDE CONTINUOUS FIRE PROVIDE CONTINUOUS FIRE RETARDANT TREATED 1_311 M RETARDANT CREATED RETARDANT TREATED 3211 WOOD BLOCKING OR METAL I M ANCHORAGEREINFORCEMFOR WOOD BLOCKING OR METAL WOOD BLOCKING OR METAL SEE AS61 FOR ALL MILLWORK NOTES. 11-311 ` REINFORCEMENT FOR 1'-311 1 _311 REINFORCEMENT FOR ANCHORAGE ANCHORAGE PLASTIC LAMINATE ON 3/4' PLASTIC LAMINATE ON 3/4" PLASTIC LAMINATE PLASTIC LAMINATE ON II PLYWOOD (PL-10) (TYP) PLYWOOD (PL-10) (TYP) ON 3/4" 3/4 PLYWOOD (PI (TY ) PLYWOOD (PL-10) _ II II 3/4 PLYWOOD SHELF _ 3/4 PLYWOOD SHELF I TYR I - - (TYPICAL) MICROWAVE G (TYPICAL) ELECTRIC JE1860CH — — — 19"D X 13.5"H X 24"W _ ,- — — -, RECESSED ADJUSTABLE II II d O S I I KV SHELF STANDARDS RECESSED ADJUSTABLE 11 I (TYPICAL) -- "KV" SHELF STANDARDS I r 3/4 PLYWOOD SHELF ; I_ 11 I I, � I, � (TYPICAL) (TYPICAL) VERIFY 1 8 ALUM. PULL �� � ALUM. PULL MICROWAVE CLEARANCE I ! (TYPICAL) ALUM. PULL PRIOR t0 FABRICATION `� — — — — UNDERCABINEC PLASTIC LAMINATE LIGHT FIXTURE (PL-8) ON 3/4" _� K K UNDERGABINEt _ - PLYWOOD � I �r — UN CA IN T LIGHT FIXTURE DER B E SOI SURFACE SOLID RF E i SOLID SURFACE I I COUNTERTOP (SS-1) 2,_1„ REFRIGERATOR 3" DIA. MATTE '-111 LIGHT FIXTURE I COUNTERTOP (55-1) N 2'-111 �, VERIFY SIZE PRIOR BLACK GROMMET TO FABRICATION 511 PLASTIC LAMINATE =N = OF MILLWORK PVC BLACK =,1 lPL-8) ON 3/411 x_611 COUNTER BEYOND j N EDGE �4 = ( _ PLYWOOD 1 _111 Ez pi DRAWER BEYONDffr 11 FINISHED � ALUM. PULL J - - - - - - - - - � I (TYPICAL) END OF CABINET I SINK I 3/4" PLYWOOD = �t I SHELF _ PVC EL I II i (TYPICAL) 0 EDGE-SLAC ALUM. in I I PLASTIC LAMINATE - A UM. _ (PL-9) ON 3/4" RECESSED PULL j L PULL DISHWASHER ASKO I (TYP.) 0 ! N (TYPICAL) "D3251F1- I I PLYWOOD (TYPICAL) ADJUSTABLE 1 H H 23.63"W X 23"D X 32.25"H I I REFRIGERATOR END "KV" SHELF PLASTIC ' VERIFY SIZE PRIOR TO I I PANEL STANDARDS LAMINATE PLASTIC LAMINATE FABRICATION OF MILLWORK I I (TYPICAL) (PL-3) ON ON 3/4 PLYWOOD — — — — — — — — — 3/411 (PI (TYPICAL) 311 3" PLASTIC LAMINATE PLYWOOD [VERIFY SIZE OF APPLIANCES PRIOR VERIFY SIZE OF APPLIANCES PRIOR VERIFY SIZE OF APPLIANCES PRIOR ON 3/4" PLYWOOD TO FABRICATION OF MILLWORK TO FABRICATION OF MILLWORK TO FABRICATION OF MILLWORK PL-4 (TYPICAL) G1 MILLWORK SECTION G4 MILLWORK SECTION G7 MILLWORK SECTION G 10 MILLWORK SECTION G12 MILLWORK SECTION ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 1` 11-01f M 1,-0W 1f 1r-09 V - 1,-0, 11t-� AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEG. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. F PROVIDE CONTINUOUS FIRE PROVIDE CONTINUOUS FIRE 1 1 I _. RETARDANT TREATED REC"KO"N TREATED WOOD BLOCKING OR METAL ,_ WOOD BLOCKING OR METAL REINFORCEMENT FOR 1 31\1 REINFORCEMENT FOR 1 -3 GYM'. BD. CEILING ANCHORAGE ANCHORAGE AS SCHEDULED 8 I Y4 PLASTIC LAMINATE ON 3/4" PLASTIC LAMINATE ON 3/4" ACOUSTIC GEILIN E PLYWOOD PL-3 ITYP) PLYWOOD PL-3 (TVP) A5 SCHEDULED E I 08/16/06 ISSt1ED FOR r-�RiciN� rent wir++ cLieNt tvIsioNs II II (� 01/06/06 ISSUED FOR CLIENT REVIEW 3/4 Y 3/4 PLYWOOD SHELF No. Date Revisions / Submissions PLYWOOD SH F D EL i (TYPICAL) WITH PL-3 _ (TYPICAL) WITH PL-3 N ' . PARTITION BEYOND NOTE: MILLWORK PROVIDED Bl' GENE PRANCER. RECESSED ADJUSTABLE XI SHELF STANDARDS (TYPICAL) PARTITION AS D D �� g SCHEDULED it � � � � ALUM. PULL _ a PLASTIC LAMINATE - 0 300 South 0 a o,�trni (PL-8) ON 3/4" PLYWOOD Suits 0 UNDERCABINET - I - L IGHT FIXTURE ,A \ i 6"X6" CUT-OUT FOR 6l NOT USED Orlando, Flnrl 32501 PROVIDE 3" DIA. POWER AND CABLE �, MATTE BLACK GROMMET , „ i 407.926.3000 el 2 -1 X 42" PLASMA TV PVC 407.926.3390 Fax EDGE-BLACK a1 BY TENANT N c f C PLASTIC LAMINATE N C SSED f PLASTIC LAMINATE info,Cbakerbarriosarch itec#s.ccam (PL-8) ON 3/4" � I 'i (PL-8) ON 3/4" � ? r www.bakerbarriosarchitec Es.com VARIES IADJUSCABLE I� PLYWOOD VARIES = • j KV SHELF =N z WOOD VENEER Wp-1 u Architects AA0002981 PVC BLACK EDGE =N j STANDARDS PVC BLACK EDGE =N ON 3/4 PLYWOOD, LU TYP. - - - - - EQUIPMENTBEFORE - - - - - NAVY FEDERAL CREDIT METAL COUNTER I FABRICATION OF MILLWORK METAL COUNTER BRACKET II - SUPPORT BRACKET B B 3/4 ADJUSTABLE fu (BLACK) = = = F E I I UNION PLYWOOD SHELF _ WITH PL-3 z �„ j ATLANTIC VILLAGE PROVIDE CUTOUTS IN N I` N i PLASTIC LAMINATE 953 ATLANTIC BOULEVARD BACK OF CABINET FOR =j O ON 3/4" PLYWOOD ATLANTIC BEACH, FL 32233 FILE CABINET N.I.C. I ELEC/DACA. U FILE CABINET I I N.LC. I PLAM (PL-3) ON = I BLOCKING AS PROJEcr:�m�5a/� DATE: IV L% - - - - - — _ 3/4" PLYWOOD MILLWORK % L — — — — — — J REQ�D DRAWN : CM6 A SECTIONS CHECKED: MM/JS Al MILLWORK SECTION A4 MILLWORK SECTION A7 MILLWORK SECTION A10 MILLWORK SECTION Al2 MILLWORK SECTION A962 1• - 1'-0• 1' ` 1'-o' Iwo 11-0 9 1' ■ 1'-o' 51W 1r-0' 1 2 3 4 5 a 7 8 8 10 11 12 13 14 ' A Ica ,u' 1 2 3 4 5 8 7 8 A 10 11 12 13 14 NOTGENE: RAN ER PROVIDED BY MILLWORK NOTES M N 6" 01 611 SEE AS61 FOR ALL MILLWORK NOTES. cQ11 BRUSHED SATIN BRUSHED SATIN NEnIIF= ALUMINUM INLAY ALUMINUM INLAY _ H., I L �9L J, A7 I I 11 A-963 -kJ STONE COUNTERTOP '�''- -- atm A-963 5'-oil K K U_ U K10 ENLARGED CHECK DESK PLAN 1• - 1'-0• STONE CAP (ST-1) Q Q STONE CAP (ST-1) NOTE: MILLWORK PROVIDED BY 1 I GENE PRANCER (p II _ QII a � v A] A4 � A963 A963 CEILING AS SCHEDULED BRUSHED UDSATIN 6 ALUMINUM INLAY, TYP. PL-4 ON 3/4 PL-4 ON 3/4 PL-4 ON 3/4 PLYWOOD PLYWOOD PLYWOOD N N H HPL_3 t 0 PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE ON 3/4" PLYWOOD ON 3/4" PLYWOOD ON 3/4" PLYWOOD PLASTIC LAMINATE PL-1 NPL-7) (PL-1) 1�� ,�,. (PL-1) PL-4 i 0 G1 MILLWORK SECTION G4 MILLWORK SECTION G7 MILLWORK SECTION G 10 CHECK DESK FRONT ELEVATION ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 19 111-Ow AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . NOTE: MILLWORK PROVIDED BY NOTE: MILLWORK PROVIDED BY I WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE GENE PRANCER. GENE PRANCER. MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-91-1 ET. SEO. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. CEILING GRID HEIGHT Q CEILING AS CEILING AS SCHEDULED CEILING AS SCHEDULED 1 40 SCHEDULED GYPSUM BOARD FACIA-PAINT TO MATCH 1/2" REVEAL 1/2" REVEAL 1/2" REVEAL ADJACENT WALL - BRUSHED SATIN BRUSHED SATIN BRUSHED SATIN ALUMINUM INLAY ALUMINUM INLAY ALUMINUM INLAY E I 08/16/06 ISWED FOR PRICING 4 PERMIT WITW CLIENT REVISIONS E PROVIDE CONTINUOUS FIRE 0-1/06/06 ISWED FOR CLIENT REVIEW RETARDANT TREATED = No. Date Revisions / Submissions PARTITION AS PARTITION AS PARTITION AS WOOD BLOCKING OR METAL r SCHEDULED SCHEDULED SCHEDULED - REINFORCEMENT FOR r ANCHORAGE PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE (PL-4) ON 3/4" (PL-4) ON 3/4" (PL-4) ON 3/4" D D PLYWOOD PLYWOOD PLYWOOD PLASTIC LAMINATE 300 South a Avenue (PL-8) ON 3/4" e 0 PLYWOOD Suite 0 DEPOSIT SLOT � B ake Orlando, Florl 32801 (MOCKETT CP3 BLACK [ � TRASH GROMMET 407.926.3000 Tel ENVELOPE GROMMET (MOCKETT TM1B-PSS • 407.926.3390 Fax (MOCKETT J52 SLACK) STAINLESS STEEL) C C infoC6bakerbarriosarchitects.com STONE COUNTERTOP 1 _6 II STONE COUNTERTOP 1 -6�� STONE COUNTERTOP www.bakerbarriosarchitects.com 3 _ T- ) , 3 NST-I) PLASTIC LAMINATE Architects �4 PLASTIC LAMINATE 5Y4 CPL-8) ON 3/4" AA0002981 PLASTIC LAMINATE — — ON 3/4" PLYWOOD PLASTIC LAMINATE ON = ON 3/4" PLYWOOD NPL-3/PL-4) - SEE 3/4" PLYWOOD (PL-3) PLYWOOD (PL-3/PL-4) - SEE V T O "', - _ LEVATION riUNO PULL-OUT WASTE ' "''� NAVY FEDERAL CREDIT METAL INLAY ACCENT PULL-OUT WASTE SIN_ WHITE/GRAY HAFELE a B SIN- WHITE/GRAY 502.61.113 0 N HAFELE 502.61.113 UNION DRAWER SLIDES DRAWER SLIDES PLASTIC LAMINATE ON f'a ATLANTIC VILLAGE 953 ATLANTIC BOULEVARD 3/4" PLYWOOD NPL-4) (ACCURIDE OR EQUAL) (AGGURIDE OR EQUAL) - PLASTIC LAMINATE PLASTIC LAMINATE ON PLASTIC L M NA EON ATLANTIC BEACH, FL 32233 ON 3/4" PLYWOOD 3/4" PLYWOOD (PL-1) 3/4" PLYWOOD (PL-1) DATE: 0v06/06 MILLWORKPROJECT:060154ID0 DRAWN : CM8 A DETAILS CL4ECKED: MM,J8 Al MILLWORK SECTION A4 MILLWORK SECTION A7 MILLWORK SECTION A10 MILLWORK SECTION A963 1• - 1'-09 1' - 1'-09 1' - 1'-0' 1• - 1'-09 1 2 3 4 5 8 7 8 A 13 14 ft+1 aril- c, Ilucl H H1 ELEVATION ATM OPENING H5 UPPER PLAN SECTION 1/2' - 1'-0' 1/2' - 1'-0' m CASH MACHINE CASH MACHINE G12SECTION ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY ®® ® 1/2 - 1 1-09 AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN,CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS II 3'-lta" SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT 4 1_Q��II 1 I_Q3�411 A I-Q�411 �03�811 41_Qv411 11_Q3/411 L 1�S II THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . V `F V 8 G'/ 41_84„ _ PAINTASLE WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 16 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE plo MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.2,-2-31-1 ET. SEG. AND OTHER LAWS. SURFACE q 3 II II I 3 II THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT 3'- 1-Sy _� — BRUSHED/SATIN F APPLICATION. F 1 11 A _ ALUMINUM ACCENTS, 3 -� - 4'-5y4" = 4'-5y4" 3 4'-5y4" 0 INLAYS t VISIBLE 4 5y4 5y \ BRACKETS ------------ ------------ ----------- ----------- ------ ------------ (V CV ? CLEAR GLASS - FLAT POLISH gy�� EXPOSED EDGES ' 1 08/16/06 ISWED FOR PRICING 4 PERMIT WITH CLIEN REVISIONS E en_ _ E 1 N \ 01/06/06 ISWED FOR CLIENT REVIEW 964 r I No. Date Revisions / Submissions 1 05 LOWER PLAN SECTION _� PL-4 04 1/2' - 1r_0' r 11 " , .. cy 1 """"`7 7 wmr7 RUSHED/SATIN ALUMINUM ACCENTS, p PL-3 I INLAYS 4 VISIBLE BRACKETS ,412 fGl2 I 1 0 D D 2 964 L-3 964 300 South an rs Avenue 7 TYP D12 SECTION 1/2' - T-0' Suite 0 FABRIC WRAPPED . Orlando, Flor 32801 G12 ACCOUSTICAL 963 PANEL 407.926.300 Tel Barrios 407.926.3390 Fax C C _ info@bakerbarriosarchitects.com r n .bakerbarriosarchitects.com N Architects AA0002981 BRUSHED/SATIN ALUMINUM ACCENTS, INLAYS 4 ADA M BRACKETS ISIBLE NAVY FEDERAL CREDIT e a 0 KNEE SPA 0 B �; N � � UNION r7 t " CLEAR GLASS ATLANTIC VILLAGE Xt FLAT POLISH 953 ATLANTIC BOULEVARD cA EXPOSED EDGES ATLANTIC BEACH, FL 32233 L-3 PL-4LFL-3 L-4 L-3 L-4 L-4 L-4 L-3 TYP. 1 1 TYP. 1 1 i 1 1 ' PL-4 DATE: 01/06/06 I ELEVATIONS PROJECT-060154" DRAWN : CM8 A AND DETAILS 04ECI-ED: MM/J8 A5 ELEVATION Al2 SECTION . - ,_ . ,_ , A964 1/2 1 0 1/2 - 1 0 1 2 3 4 5 8 7 S 9 10 11 12 13 14 � '1 t'3 cl 1 2 3 4 5 8 7 8 8 10 11 12 13 14 %lb1111_3g`/11 11_33f�11 X6 MILLWORK __ _ �- -- - 2'- ----- -- - - - - MILLWORK NOTES M ff II NEW WALL- REFER TO FLOOR PLAN FOR WALL SEE A961 FOR ALL MILLWORK NOTES. A965 cv TYPE AND CONSTRUCTION 10'-0" , STONE TOP PULL OUT SHELF I ST-1 ST-1 G1 E1 965 965 ST-1 1'-011 2'-0" L 101-211 2'-31 � I II 9'-10' Aff. -�. 2 -3 I � VENTILATION; ? 11-3 �..�'�� T FAN i 0 ' , /�„ 2�.� I3 ;�` ! COLOR PRINTER f POWER P 1200 DTN CEILING I �� 2'-I 1/2° GRID AND ,41 = - 0 TILE - SEE K _ Cl 967TH PRINTER 0 A951 1 VENTILATION POWER 0 FAN HOST a� ELECTRICAL 6l PRINTER 1'-3�' 3'-0" 5'-41/2" - RACEWAY01 Y.LF. POWER 5/8" GYP. 5D. SOFFIT AND FACIA - SECURE G1 DATA OPEN FOR-------- OR TO STRUCTURE A50VE AND BRACE A5 REQ'D. 965 VENTILATION J1 ENLARGED PLAN - GREETER DESK J5 SECTION J8 SECTION Al CEILING DETAIL 1/2• - 1'-0• 1' - 1'-0• 19 - 1'-0• 1' - 1'-0' i PL-3 STONE TOP 11 5T-1 1 -0 21-011 ST-1 40, 7 H 5RUSHED/SATIN 2'-3" ALUMINUM ACCENTS, _ INLAYS 4 V1515LE _ - 4 9'-1m' APF. 5RACKET.5 - r --..................._. BI PL-4 - 2 1_ 11 0 = FILE _� CEILING _ r DRAWER \ GRID AND PLASTIC LAMINATE 0 11--13411 VARIES TILE - SEE A951 a (PL 1) �' SEE PLAN 11 cv FILE _� c 5/8" GYP. BD. SOFFIT G1ELEVATION 1 10 DRAWER ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 1/2 1 -0 1'-6" \ AND FACIA - SECURE W - E B *may{� A ` AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR -' TO S 1�41CTURE A50VE USE ON AIR(IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS,DESIGNS, ARRANGEMENTS OR PLANS AND 5RACE AS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT G5 J5 F5 I THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . REFER TO FLOOR REQ D. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE 710 965A965 PLAN FOR WALLMAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.21-2-31-1 ET. SEO. AND OTHER LAWS. '-011 STONE TOP TYPE AND CONSTRUCTION THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT ST-1 F APPLICATION. F5 SECTION F8 SECTION F11 CEILING DETAIL a PL-4 1' - 1H-0• 1' - 1'-0• 1' - 1H-0• — — 1 STONE TOP PULL OUT SHELF 5T-1 �t E I 08/16/06 ISWED FOR PRICING 4 PERMIT WITH CLIENT REVISIONS E .2 -311 _ 0"1/06/06 18WED FOR CLIENT REVIEW No. Date Revisions / Submissions E1 ELEVATION VENTILATION 1/2' - 1'-0• FAN PENCIL DRAWER i LAN PRINTER NEW WALL- REFER TO FLOOR HAFELE, ACCURIDE FS JS L"4 HP 4350 PLAN FOR WALL _ OR EQUAL A965 965 STONE TO j I 2'-1 1/2" TYPE AND CONSTRUCTIONST ,a D _�.► (, PRINTER PROVIDE CONTINUOUS FIRE D 1 ,. POWER C RETARDANT TREATED 8" 300 td � 43 .Ave,nue �❑ 1 `� WOOD 5LOCKING OR METAL ' �, ', / 0 GAN LOG \ = P -4 REINFORCEMENT FOR ' 8t�ite. n POWER ^ 0 ANCHORAGE �, I 14 DATA =�„ DRA E Baker t3rinnda, Ftctrld 32801 RECESSED ADJUSTABLE IIKVII SHELF STANDARDS Barrios 407.928.3000 ei LU (TYYPICAL) 407.928.3390 Fax CA INT S-SATIN CHROME OVEN FO Q C ' PL-4 B E PULL VENTILATION - c infra@bakerbarriosarchitects.com M K TT - - 61 WHITE MELAMINE INTERIOR 5/13" GYP. BD. SOFFIT ? www.bakerbarriosarchitects.com C1 ELEVATION CS SECTION AND FACIA - SECURE 3/411 PLYWOOD SHELF H TO STRUCTURE ABOVE Architects 1/2 1 -0 1 1 -0 1 (TYPICAL) WITH PL-6 AA0002981 ALIGN WITH ' PL-4 ' ST-1 PARTITION e NAVY FEDERAL CREDIT PL-3 5EYOND C'S 21-311 w B UNION B � BRUSHED/SATIN ALUMINUM ACCENTS, INLAYS VISI = ATLANTIC VILLAGE 1NL BLE _ 6l 953 ATLANTIC BOULEVARD 5RACKETS ATLANTIC e BEACH, FL 32233 PLASTIC LAMINATE ON 3/4" PLYWOOD PL-6 DATE: O��m6�06 - MILLWORK PROJEGT:06015490 PLASTIC LAMINATE '� A DRAWN : CMS � (PL-1) DETAILS �� � MM�JS Z1 Al ELEVATION A5 ELEVATION A8 CEILING DETAIL All MILLWORK SECTION A965 1/2• - 1'-0• 1/2• - 1'-0• 19 - 1'-0' 1' - T-0• 1 2 3 4 5 8 7 S 9 10 14 161 A41Qn4-rc Sivel ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 2 3 4 5 8 7 8 9 10 11 12 13 14 MILLWORK NOTES 3'-411 M H6 — POWER STUB-UP M 1t 17 MONITOR (N.I.C.) 3" GROMMET SEE A961 FOR ALL MILLWORK NOTES. II - I a - II PAPER SLOT GIZ PRINTER (N.I.C.) II I I ii 31-011 PULL-OUT PRINTER SHELF ON ACCURIDE DRAWER S I S 1 }}y 11 I I I I L DE 31_ /211 N 11 "_ — ——— _ — — II EQUIPMENT BY OTHERS 1'-35611 %f/ I / L 11 I I 1 1 1 I L r1 - PULL-OUT PRINTER SHELF ON ? h , ACCURIDE DRAWER SLIDES �° - KEYBOARD (N.I.C.) ,/11 0 ® Y / ELECTRICAL RACEWAY 0 00 _ - N (PL-4) ON 3/4" PLYUJOOD " fi , r� STONE COUNTERTOP (ST U ii/i �9 STONE COUNTERTOP (ST-1) I G3 CORD GROMMET (MOCKETT 41_-111 E4 EDP-3) SATIN CHROME -966 K K K1 ENLARGED SELF SERVICE DESK PLAN K5 MILLWORK SECTIONi DOWN POSITION K9 ENLARGED MSR DESK PLAN 19 - 1w - 1'-09 1/2• - 1-0• S O E G N E T P S -1) PAPER SLOT PL-4 PULL-OUT PRINTER SHELF ON 3'-0" ACCURIDE DRAWER SLIDES =N PL-3 1 EQUIPMENT BY OTHERS o ' 73 - 96ro— MONITOR N.I.C. 11 MONITOR N.I.C. PULL-OUT PRINTER SHELF ON BRUSHED SATIN ALUMINUM 31-0" 4 ACCURIDE DRAWER SLIDES INLAY 0 0 0 00 PL -4 WORKRITE ERGONOMICS H12 SIDE ELEVATION STONE STONE = POWER ASSIST LIFT 1/2• H COUNTERTOP /T COUNTERTOP `Q H _.. _. ST-1 :.... .,., ST_1 ��, PL-4 STONE COUNTERTOP (ST-i) A4 Al _ PL-4 I PL-4 I PLASTIC LAMINATE (PL-4) 966 966 1 -6 2 I ON 3/4" PLYWOOD N N = PLASTIC PLASTIC = B LAMINATE PL-1 LAMINATE PL-1 CORD GROMMET (MOCKETT EDP-3) SATIN CHROME 11 NOTE: FRONT PANEL ONLY G G1 ELEVATION G3 ELEVATION G5 MILLWORK SECTION: UP POSITION G9 EXPANDED ELEVATION G12 BACK ELEVATION ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 17..29 w 1'-09 1/29 w 1'-0• 1• 1'-0• 1/29 1'-09 1/2• - 1'-0• AND TIN: PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND M CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS,ARRANGEMENTS OR MANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT PL-3 I PL-3 I THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNING: REPRODUCTION HEREOF IS A CRWRIAL OFFENSE UNDER 1S U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE BRUSHED SATIN ALUMINUM BRUSHED SATIN ALUMINUM MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. INLAY INLAY THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. F L-4 1 L-4 � - E PLASTIC LAMINATE (WD-i) PLASTIC LAMINATE WD-1) E 1 08/16/06 ISSUED FOR PRICING 1 PERMIT WITH CLI NT REVISIONS 07/06/06 ISSUED FOR CLIENT REVIEW E 1 ELEVATION E 4 ELEVATION —7— No. Data Revisions / Submissions r 1 1/2' - T-0• 1/2• - T-0• I C= tr r,. C= 'r a i l , R`V 0 , �,,i' 4 300 South "0 g Avenue STONE COUNTERTOP Suite (ST-1) Orlando, Florid 32801, STONE COUNTERTOP EQUIPMENT BY Baker OTHERS 407.926.3000 el BELECTRICAL RACEWAY PULL-OUT SHELF 407.926.3390 Fax C C 21_6" VENTILATION SLOT infoG�bakerbarriosarch`ItectsoCom www.bakerbarriosarchitects.com Architects AA0002981 21-0" 1'-03/4" 1'-2y4" -- - -- NAVY FEDERAL CREDIT B = _ \ B I N = N UNION 1 11 ATLANTIC VILLAGE 0 1 -10 953 ATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233 DATE: 0 /06/06 MILLWORKPROJECT:060154.W DRAWN : GMS A A DETAILS CHECKED: MM/Js Al MILLWORK SECTION A4 MILLWORK SECTION A966 19 1111-ow 1 1 0 1 2 3 4 5 8 7 8 9 10 11 12 13 14 �� 1 2 S 4 6 8 7 8 9 10 11 12 18 14 M M SUPPLY DIFFUSER. (4-WAY) A-100 TYPE-CFM —O— - TEE (PLAN, UP, DOWN). AIR DEVICE TAG ABV ABOVE MAX MAXIMUM SIDEWALL TRANSFER GRILLE —� ELBOW (PLAN, UP, DOWN). ADJ ADJUSTABLE MBH 1000 X BTUH RETURN OR OUTDOOR AIR GRILLE AF AIRFOIL MIN MINIMUM AFF ABOVE FINISHED FLOOR MVD MANUAL VOLUME DAMPER VALVE. AC AIR CONDITIONER MZ MULTI-ZONE EXHAUST GRILLE SIDEWALL SUPPLY REGISTER ACU AIR CONDITIONING UNIT N.T.S. NOT TO SCALE TWO WAY MOTORIZED CONTROL VALVE. AHU AIR HANDLING UNIT OA OUTSIDE AIR LAP ACCESS PANEL OBMVD OPPOSED BLADE MANUAL VOLUME L SUPPLY DUCT UP SECTION (RECTANGULAR) SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOUVER BAS BUILDING AUTOMATION SYSTEM DAMPER I-� THREE WAY MOTORIZED CONTROL VALVE. BI BACKWARD INCLINE OPD OPEN DRIP PROOF RETURN DUCT UP SECTION (RECTANGULAR) SIDEWALL EXHAUST GRILLE BLDG BUILDING PROP PROPELLER �J PRESSURE REDUCING VALVE. BHP BRAKE HORSEPOWER PCR PRE-CONDITIONED AIR SYSTEM RETURN WATER WALL MOUNTED DDC TEMPERATURE SENSORBTUH BRITISH THERMAL UNIT PER UNIT SO FLOW CONTROL VALVE. CD CONDENSATE DRAIN PCS PERCENT EXHAUST DUCT UP SECTION (RECTANGULAR) MOUNT 5'-O" ABOVE FINISHED FLOOR. PD PRESSURE DROP CFM CUBIC FEET PER MINUTE WALL MOUNTED THERMOSTAT PERF PLUMBING K „ BALL VALVE FOR PIPING 2-INCHES AND SMALLER, PERF. PL. PERFORATED PLATE CLG CEILING K SUPPLY DUCT DOWN SECTION (RECTANGULAR) MOUNT 5'-0" ABOVE FINISHED FLOOR. BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND CW CHILLED WATER LARGER. CWR CHILLED WATER RETURN PSIA POUNDS PER SQUARE INCH C WALL MOUNTED CO2 HUMIDITY SENSOR ABSOLUTE RETURN DUCT DOWN SECTION (RECTANGULAR) O MOUNT 5'-0" ABOVE FINISHED FLOOR. CHECK VALVE, CWS CHILLED WATER SUPPLY PSIG POUNDS PER SQUARE INCH CONC CONCRETE GAUGE O WALL MOUNTED DDC HUMIDITY SENSOR COND CONDENSATE MOUNT 5'-0" ABOVE FINISHED FLOOR. STRAINER. CONT CONTINUOUS RA RETURN AIR EXHAUST DUCT DOWN SECTION (RECTANGULAR) REG REGISTER OS WALL MOUNTED HUMIDISTAT SENSOR BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION COP COEFFICIENT OF PERFORMANCE REQ'D REQUIRED MOUNT 5'-0" ABOVE FINISHED FLOOR. OF DIFFERENTIAL PRESSURE METER. VALVE SHALL CU CONDENSING UNIT RG RETURN AIR GRILLE HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS SUPPLY DUCT UP SECTION (ROUND). O REFERENCE NOTES VALVE PRESSURE DROP. DB DRYBULB RH RELATIVE HUMIDITY DWDI DOUBLE WIDTH, DOUBLE INLET RPM REVOLUTIONS PER MINUTE J SUPPLY DUCT DOWN SECTION (ROUND). O REFERENCE NOTE - MULTIDISCIPLINE SHEETS AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL DWGS DRAWINGS RR RETURN AIR REGISTER A TEMPERATURE AND PRESSURE TEST PORTS. DX DIRECT EXPANSION RTU ROOFTOP UNIT O DEMOLITION NOTES EF EXHAUST FAN SA SUPPLY AIR EXH EXHAUST SF SUPPLY FAN SLOT DIFFUSER INDICATES POINT OF CONNECTION BETWEEN NEW F UNION. EA EACH SDT SMOKE DETECTOR AND EXISTING. EAT ENTERING AIR TEMPERATURE SD SUPPLY DIFFUSER EXISTING SLOT DIFFUSER � VENTURI FLOW METER. EER ENERGY EFFICIENCY RATIO Q POINT OF DISCONNECT ELECT ELECTRICAL SDMP SMOKE DAMPER H �- RECTANGULAR DUCTWORK WITH TAKE-OFF, BALANCING SQ.FT. SQUARE FOOT H DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME CWS CONDENSER WATER SUPPLY PIPING. PRESSURE AND/OR TEMPERATURE PORT ENT ENTERING SR SUPPLY REGISTER A B SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. EQ EQUAL STIR STARTER FIRST DIMENSION IS THAT OF SIDE SHOWN. ER EXHAUST REGISTER CWR CONDENSER WATER RETURN PIPING. THERMOMETER. EWT ENTERING EATER TEMPERATURE SWSI SINGLE WIDTH, SINGLE INLET A B ROUND DUCTWORK. SZ SINGLE ZONE FC FORWARD CURVED CONICAL FITTING WITH DAMPER ON BRANCH gCyyS BUILDING CONDENSER WATER SUPPLY PIPING. PRESSURE GAUGE WITH GAUGE COCK. FCU FAN COIL UNIT TEFC TOTALLY ENCLOSED FAN COOLED CONNECTION TO RECTANGULAR MAIN (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). FD FIRE DAMPER TEMP TEMPERATURE 4 TG TRANSFER GRILLE BCWR BUILDING CONDENSER WATER RETURN PIPING. FLEXIBLE CONNECTION. FL FLOOR T/0 TRANSFER OPENING ABOVE CEILING --- EXISTING DUCTWORK TO REMAIN FLEX FLEXIBLE CONNECTOR OR DUCT T'STAT THERMOSTAT O CHWS PRESSURE RELIEF VALVE. FPM FEET PER MINUTE CHILLED WATER SUPPLY PIPING. F/S COMBINATION FIRE AND SMOKE DAMPER TMP TYPICAL DUCT OFFSETS UP IN DIRECTION INDICATED. FT. H 0 2 FEET WATER GAUGE VFDC FREQUENCY DRIVE �--� CHWR CONTROLLER CHILLED WATER RETURN PIPING. a ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY �--� MOTORIZED ACTUATOR F DEGREES FAHRENHEIT VAV VARIABLE AIR VOLUME AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR -" DUCT OFFSETS DOWN IN DIRECTION INDICATED. GA GAUGE USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS r--y VS VARIABLE SPEED SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT HWS HEATING WATER SUPPLY PIPING. GAL GALLON W WATTS THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . OPENING IN WALL ABOVE CEILING. GALV GALVANIZED W/ WITH WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE OPPOSED BLADE VOLUME DAMPER (OBD). HWR HEATING WATER RETURN PIPING. GPM GALLONS PER MINUTE W/0 WITHOUT MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 7.C.24-2-37-1 ET. SEO. AND OTHER LAWS. HP HORSEPOWER THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT CU EQUIPMENT TAG HTWR HIGH TEMPERATURE HOT WATER RETURN WB WETBULB F APPLICATION. F �IIIII� CD CONDENSATE DRAIN PIPING. HTWS HIGH TEMPERATURE HOT WATER SUPPLY FLEXIBLE DUCT CONNECTION. 3 ZD ZONE DAMPER R REFRIGERANT PIPING HW HOT WATER FIRE DAMPER WITH ACCESS PANEL. / 1" DOOR UNDER CUT. ARROW INDICATES DIRECTION HWR HOT WATER RETURN FS FLOW SENSOR. UC OF FLOW HWS HOT WATER SUPPLY COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL. HVAC HEATING VENTILATING AND AIR CONDITIONINGHV HEATING AND VENTILATING SP STATIC PRESSURE TRANSMITTER ASSEMBLY. ELBOW WITH TURNING VANES IN.WG INCHES WATER GAUGE EXISTING DUCTWORK TO BE REMOVED - KW KILOWATTS E E LAT LEAVING AIR TEMPERATURE DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY 4 • IDENTIFICATION TARGET. LD LINEAR DIFFUSER ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY A No. Date Revisions / Submissions s� MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR I RECTANGULAR BRANCH DUCT CONNECTION. A = DETAIL NUMBER. LWT LEAVING WATER TEMPERATURE L=1/4W=?/4W, B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. CONTROL REQUIREMENTS. MIN.4" W� �-� . 300 s. orange avenue Brian S. r' P. 01t r l Suite 1210 O e orlando,fl 32801 N 03 gelmult engineers,Inc. a ,. 407.398.6007(p) V D _ 407.398.6003 (0 PE No.'42860.. D1 MECHANICAL LEGEND D10 ABBREVIATIONS 300 South Orange Avenue NTS NTS Suite 900 Orlando, Florida 32801 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURERS MINIMUM CLEARANCE 10. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. 19. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED Baker i REQUIREMENTS AND RECOMMENDATIONS. SPIN-IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. 407.926.5000 Tel 2. COMPLY WITH THE LATEST EDITIONS OF NFPA AND THE 2004 FLORIDA BUILDING CODE (MECHANICAL, ARE INSIDE CLEAR DIMENSIONS. 20. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. PLUMBING AND GAS). 11. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2-WAY OR USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. Barrios 407.928.3390 Fax C 3. ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES ON BUILDING 3-WAY BLOW AWAY FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL BE 4-WAY BLOW UNLESS 21. SUPPLY AND RETURN DUCTWORK: FIBERGLASS DUCTBOARD WITH ANTI-MICROBIAL COATING ("SUPERDUCT" C PLANS PRIOR TO COMMENCING WORK. NOTED OTHERWISE. OR EQUIVALENT) MIN. 6.0 'R' VALUE. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. SECURE Info@bakerbarriosarchitects.com 4. ALL SYSTEMS SHALL BE FINISHED, TESTED AND BALANCED, ADJUSTED, AND PROVEN TO BE FULLY 12. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE FIBROUS DUCT BOARD SECTIONS TOGETHER WITH STAPLES AND SEAL WITH FABRIC AND MASTIC. TAPE www.bakerbarriosarchitects.cam OPERATIONAL AND USEABLE. CONTRACTOR IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS PAINTED FLAT BLACK. ALONE IS NOT ALLOWED. IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE 13. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL 22. OUTSIDE AND EXHAUST AIR DUCTWORK SHALL BE MINIMUM 30 GAUGE GALVANIZED SHEET Architects ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR AA0002981 ARCHITECT FOR APPROVAL. DRAWINGS FOR PROPER LOCATION. METAL UNINSULATED. 5. PROVIDE 45 DEGREE BRANCH TAKE-OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT 14. MOUNT THERMOSTATS WHERE INDICATED ON PLANS 5'-0" A.F.F. UNLESS NOTED OTHERWISE. 23. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND ANY CONSTRUCTION. TAKE-OFFS. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. 6. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, IN HANDICAPPED ACCESSIBLE AREAS, MOUNT CONTROLS AT 48" ABOVE FINISHED FLOOR. NAVY FEDERAL CREDIT NOT OTHERWISE ACCESSIBLE. ' 15. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL. MAKE g 7. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO B ELECTRICAL CONTRACTOR PRIOR TO ORDERING AND SHALL COORDINATE WITH ALL OTHER TRADES PRIOR THE CONTRACT. UNION TO OR INSTALLING EQUIPMENT AND MATERIALS. 16. TRAP AND ROUTE CONDENSATE DRAINS LINES FULL SIZE OF UNIT CONNECTION AS INDICATED. SLOPE 8. GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S 1/8" PER FOOT. ATLANTIC VILLAGE HVAC DUCT CONSTRUCTION STANDARDS, JACKSONVILLE FL 9. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL 17. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, • AND HIGH AS POSSIBLE. FLEXIBLE DUCT RUN-OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS AS POSSIBLE AND FREE OF SAGS & KINKS. FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER ENCOUNTERED IN THE FIELD. NECK IT SERVES. ALL BRANCH DUCTWORK SHALL REQUIRE VOLUME DAMPERS. 18. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER DATE: 07/06/06 TRADES. LE END, ABBREV. PROJEGT:D6D154.DD DRAWN : DML A A AND NOTES GHI=GGEp: BSH Al MECHANICAL NOTES MECHANICAL M911 NTS 1 2 3 4 b 8 7 8 9 10 11 12 1 2 S 4 b 8 7 8 9 10 11 12 13 14 GENERAL NOTES �� 8 M M 1. REMOVE EXISTING SUPPLY AIR DUCT. 7 ASST.MANAGER E1 EF � 2. 4"0 EXHAUST THROUGH ROOF, PROVIDE ROOF CAP. OFFICEIS Is H 3. RPOVIDE 60 CFM OF OUTSIDE AIR. OFFICE 111 UIM TOILET A-35 A-230 103 o MEN'S 113 - TOILE 4, SIZE REFRIGERANT PER MANUFACTURERS RECOMMENDATION. A-140 5 114 5. 1/2" CONDENSATE SPLASH ON GRADE. 6. PROVIDE PUMP FOR CONDENSATE. CONDENSATE SHALL DISCHARGE ON L B-125 A-125 L GRADE. PUMP SHALL HAVE A MINIMUM HEAD PRESSURE OF 30 PSI. FIELD MANAGER COORDINATE LOCATON OF PUMP AND ROUTING OF CONDENSATE PIPE. OFFICE i MOUNT A/C UNIT 6'-0" ABOVE FINISH FLOOR. 108 110 BREAK 8ROOM 7. CONNECT NEW 6"0 EXHAUST TO EXISTING ROOF PENETRATIONS. FIELD VERIFY zo A-140 115 LOCATION AND SIZE. ADJUST AS NECESSARY. 8. REMOVE EXISTING AIR DEVICE AND TURN OVER TO OWNER. CORRIDOR A-185 L— 8 L— 117 9. PROVIDE GENERAL A/C SERVICE TO (2) TWO EXISTING ROOF TOP UNINTS. 17-1 17-1 CLEAN COILS (COND./EVAP.) ADD REFRIG. (IF NEEDED) AND REPLACE BELSTS. K 14/12 1 4 K 10. RPOVIDE 120 CFM OF OUTSIDE AIR. E11. RPOVIDE 360 CFM OF OUTSIDE AIR. A-230 -35 5 1 12. RPOVIDE 80 CFM OF OUTSIDE AIR. WAITING 2 AREA TELECOM CORRIDOR OFFICE ® 106 0 0 117 tib /11 10� A-35 A-250 (EF JA qITOR J 118 E IFMENT ROOM N _ A-17'� 121 XA co1 L— eT 3 2 18/12 11 17-1 e10L1111 Nli --- 22/12 \\; D A-230 0/12 XX-895 �4 9 XX-980 10U XX-825 r WDRK 12 ROOM O NI A-475 OFFICE I IRT INE 103 L— -7 / 105 O lU O A_23D 12/12 16/12 L-JR 0 T A-230 _.___ I �T ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR ,o USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT A-230 THE WRITTEN PEROaSSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. A-23 A. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. F A-230 A-230 . �_ j I II I E I r I j It I B-640 a 14/10 1 I AC 1141 2 10 18/14 e I E TRAINING ' E ROOM A08/16/06 ISSUED FOR PRICING & PERMIT 102 No. Date Revisions / Submissions A-300 A-30 A-30 I Ai 3001 s, orange avenue Brien S. f1 in A-320 A-320 i 1 2 9 4 6 6 7 8 9 10 11 12 13 14 SEAL INSULATION JOINTS AND DRAWBAND ON OUTSIDE OF ROUND SPIN-IN COLLAR MOUNT UNION CLEAN-OUT PLUGS (UNIT PRESSURE + 2" ) INSIDE OF DUCT UNLESS BREAKS IN VAPOR BARRIER INSULATION AROUND JACKET DUCT SEALER AT SPIN M M WITH GLASS FABRIC AND SPECIFICALLY SHOWN OTHERWISE COLLAR CONNECTION RTU MASTIC(NO TAPE ALLOWED) DRAWBAND ON FLEXIBLE ADJUSTABLE CLAMP TO MAIN MAIN DUCT DUCT(INNER SLEEVE) UPPER ATTACHMENT PER SMACNA SUPPLY DUCT SIZE AS ' MAX.SAG Y2"PER FOOT SHOWN ON PLANS INSULATION AND JACKET FLEXIBLE DUCT 6-0" MAXIMUM LENGTH o BETWEEN SUPPORT POINTS FLEXIBLE DUCT MAXIMUM D/8 OFFSET (UNIT PRESSURE + 2" ) ALLOWED IN LAST D INCHES t1a, TO DEVICE WHERE D IS THE L INTERNAL FLEX DIAMETER SEE NOTE 3 L 21# L VOLUME DAMPER WITH LOCKING ADJUSTABLE CLAMP STAINLESS STEEL QUADRANT AND 2"STANDOFF 4" (MIN) NECK SIZE TO MATCH DUCT SEALER NOTES: FLEX DUCT SIZE INDICATED INSULATE TOP PANEL OF LAY-IN DIFFUSER 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO 1 _Imr,r ENSURE POSITIVE DRAINAGE OF ACCUMILATED CONDENSATE. BUTTERFLY DAMPER WITH CEILING(T-BAR SHOWN) V AIR DISTRIBUTION DEVICE SEEPROVIDE CEILING ACCESS 3. TRAP CONDENSATE AND DISCHARGE ONTO ROOF. CONDENSATE WILL FLOW K LOCKING QUADRANT OPERATOR GYPSUM BOARD SIMILAR SCHEDULE. LAY-IN SHOWN- PANEL FOR DAMPER ACCESS INTO NEARST DOWN SPOUT AND CONNECT BELOW GRADE TO THE SITE STORM K SURFACE MOUNT SIMILAR RETENTION SYSTEM. BELLMOUTH FITTING WATER BASE DUCT SEALER IN NON-ACCESSIBLE CEILINGS BETWEEN FLEXIBLE DUCT AND INSULATION AS SPECIFIED SHEETMETAL DUCT(APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) NOTES: K10::�A CONDENSATE DRAIN DETAIL OVERLAP FULL DISTANCE OF NECK NTS 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. NOTES: 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND J J 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION 3. SEAL WITH MASTIC.MINIMUM 1-1/2"WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES AIR DEVICE SCHEDULE TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, PER SMACNA FIGURE 3-10. MARK DESCRIPTION FACE SIZE NECK MATERIAL MANUFACTURER & MODEL NO. NOTES AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT-H. 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NO COMPRESSED WITH A LOUVERED FACE SUPPLY DIFFUSER 24"x24" SEE CFM CHART ALUMINUM TITUS #TMS-AA 1, 2 & 3 ELBOW RADIUS NO LESS THAN R/D=1.0. B LOUVERED FACE SUPPLY DIFFUSER 12"x12" SEE CFM CHART ALUMINUM TITUS #TMS-AA 1, 2 & 3 C EGGCRATE RET./EXH. GRILLE (1/2"x1/2"x1/2' 24"x24" SEE CFM CHART ALUMINUM TITUS #50F 1 & 2 D EGGCRATE RET./EXH. GRILLE (1/2"x1/2"x1/2") 12"x12" SEE CFM CHART ALUMINUM TITUS #50F 1 & 2 E SIDEWALL/CEILING SUPPLY GRILLE SEE CFM CHART - ALUMINUM TITUS #301 RL 1 H H F SIDEWALL/CEILING RETURN/EXHAUST GRILLE SEE CFM CHART - ALUMINUM TITUS #350RL 1 H1 FLEXIBLE DUCT TERMINATION DETAIL H5 FLEXIBLE DUCT DETAIL G LINEAR DIFFUSER, 5 FT LONG, 1.5" SLOT, 4 SLO1 SEE CFM CHART - ALUMINUM 11TUS #TBD80 1 NTS NTS H LINEAR DIFFUSER, 5 FT LONG, 1.5" SLOT, 4 SLOI SEE CFM CHART - ALUMINUM TITUS #TBD80 1 X LOUVERED FACE SUPPLY REGISTER 24"x24" SEE PLANS ALUMINUM EXISTING - XX PERFORATED RETURN GRILLE 24"x24" SEE PLANS ALUMINUM EXISTING - XL LINEAR DIFFUSER EXISTING - ALUMINUM EXISTING - ' SIDE TAKE-OFF FITTING-EQUAL TO FLEXMASTER STO(22 GA.MIN.) { MAX. 15°TRANSITION 0.25 D 0 RECTANGULAR DUCT ROUND DUCT 0 NOTES: TO AIR 1. COORDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY N a VALVE 2. PROVIDE RAPID MOUNT FRAME TITUS MODEL TRM FOR PLASTER AND SHEET ROCK CEILINGS. AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS a 3. SUPPLY COMPLETE FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. a SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC.. VOLUME DAMPER ._ WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 508 UNAUTHORIZED DISCLOSURE TIE DOWN EQUIPMENT ON ALL SIDES A CFM CFM C-CFM Em MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24.2-31-1 ET. SEO, AND OTHER LAWS. WITH MINIMUM #14 SCREWS AND CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE I NECK SIZE CFM RANGE NECK SIZE THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F GASKETED WASHERS. FOLLOW TABLE F APPLICATION. FOR QUANTITY OF SCREWS PER SIDE 0 - 190 61p0 0 - 90 4"0 0 - 100 611 0 0 - 30 4"0 TO USE BASED ON LENGTH OF SIDE TO BE SECURED. 191 - 280 8"0 91 - 135 5"0 101 - 210 8"0 31 - 60 5"0 CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. 281 - 430 10"0 136 - 160 6"0 211 - 380 1000 61 - 1006"0 DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN 431 - 630 12"0 161 - 215 7"0 381 - 600 1 12"0 101 - 150 7"0 PRODUCTS COMPANY MODEL 3200-DS. } 631 - 850 14"0 216 - 280 8"0 601 - 900 14"0 151 - 210 8"0 FASTENER QUANTITY TABLE FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX E CFM F CFM G CFM G CFM 0 DUCT MAX.8'-0"LONG, USE CLAMP TO ATTACH LENGTH OF SIDE QUANTITY FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE E E \ SUPPORT FLEX DUCT EVERY T-0"FROM STRUCTURE. LESS THAN 12" 1 PER SIDE 0 - 75 6"x6" 0 - 75 6"x6" 0 - 500 12" 0 - 600 12" 76 - 150 8"x6" 76 - 150 g"x6" No. Date Revisions / Submissions 12" TO 24" 2 PER SIDE co 151 - 200 10"x6" 151 - 200 10"x6" 3V V". orange avenue Brian SR R84o:n : P 24" TO 36" 3 PER SIDE 201 -250 12"W 201 -250 12'x6" c 0 251 - 300 14"x6" 251 - 300 14'x6" = supe 1210 � odando, fl 32801 N 'AV1 �, ge engineers,inc� 7 • , 407.398 600 (p) � �• r � , D D 407.39$.6003 (0 PE Nor•5260 D1 GROUND MOUNTED EQUIP TIE DOWN D5 SUPPLY BRANCH DUCT DETAILS , 1 300 South Orange Avenue NTS NTS Sults 900 STRUCTURAL BAR JOIST Baker Orlando, Florida 32801 _J1 L ' Barrios 407.926.3000 Tel 407.926.3390 Fax HANGER STRAPS DX AIR HANDLING UNIT SCHEDULE � C In(oC�bakerbarrlosarchftects.com FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE POINT UNIT UNIT INFORMATION www.bakerbarrioewdWtecta.com MARK LOCATION TOTAL AIR OUTSIDE EXTERNAL ENTERING LEAVING TOTAL SENSIBLE COIL SINGLE SINGLE OPERATING MANUFACTURER MODEL NUMBER NOTES STATIC DINE HP/ COIL SNO.TA OF VOLTS/ TOTAL HEATER VOLTAGE/ Architects FLOW AIR FLOW PRESS TYPE RPM AIR TEMP. AIR TEMP. CAPACITY CAPACITY AREA ROW/FINS TYPE EFFlCIENCY THICKNESS STAGES PHASE KW STEPS PHASE CIRCUIT CIRCUIT UNIT SIZE WEIGHT 04 z (CFM) (CFM) IN.WG. (F DB/WB) (F DB/WB) (BTUH) (BTUH) (SQ.FT.) MCA MOCP (LBS.) AA0002981 a AC-1 ATM ROOM 250 0 0.25 N/A I N/A 173.0/61.0157.0/55.0 1 9,500 1 N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A I N/A 1 115/1 1 1.2 1 - :E31*x8.25*x11.75"j 25 1 MITSUBISHI I MSA09WA 1 1. a R In 1. P NAVY FEDERAL CREDIT � 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING B M B AIR COOLED CONDENSING UNIT SCHEDULE UNION scREws ATLANTIC VILLAGE NOTES: 1" MI COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION JACKSONVILLE, FL MARK LOCATION OUTDOOR CAPACITY NOMINAL VOLTAGE/ COMPRESSOR CONDENSER FANS OPERATING MANUFACTURER MODEL NUMBER NOTES 1. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL DESIGN QTY. STEPS QTY. HP PHASE RLA MCA MOCP SEER UNIT SIZE WEIGHT BE 8'-0" PER PAIR. I I TEMP. (F) EACH QTY. FLA (F-A•) (LBS.) DATE: 07/06/06 2. STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED CU-1 PEREMITER 95 1 100 1 N/A 115/1 9.3 1 N/A 14.0 15.0 13.0 31.5"x11.25"x22" 78 MITSUBISHI MUA09WA 1. DETAILS fOROJECT:060154.00 A 3. REFER TO SMACNA FOR ADDITIONAL REQUIREMENTS. NOTES: A DRAUJN : DML MECHANICAL CHEC ED.- BSH 1. PROVIDE COMPLETE WITH DISCONNECT SWITCH, TIME DELAY RELAY AND ANTI-SHORT CYCLE TIMER. D1 DUCT HANGER DETAIL M951 NTS 1 2 8 4 6 6 7 8 9 10 11 12 13 14 q(A 1?11;e) r 1 2 3 4 5 8 7 8 9 10 111 12 13 14 ELECTRICAL SPECIFICATIONS GENE6BI. M M 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION 10.ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE AS-BUILT DRAWINGS OF THE FLORIDA BUILDING CODE, NFPA 101, ALL LOCAL CODES, ORDINANCES, SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA. STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM CONSTRUCTION "AS-GUILTS' BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY, 2. ALL WIRE SHALL BE COPPER TYPE "THWN" FOR ALL SIZES. 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE PROTECTION SHALL AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING MINIMUM WIRE SIZE SHALL BE #12 AWG FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM ADDENDA AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. SPREADING TO ADJACENT AREAS. SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR 12, EACH BIDDER SHALL INSPECT THE SITE AS REQUIRED FOR KNOWLEDGE OF EXISTING AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS DEFINITE INSTRUCTION IN EACH CASE. NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO COORDINATE EXISTING ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYPE E.M.T. WITH SET SCREW CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT L L STEEL CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED PROTECTION ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL 13. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE BE SCHEDULE 40 P.V.C. ALL CONDUIT SHALL BE CONCEALED. THE USE OF METAL CLAD OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS CABLE (MC) IS PERMITTED ON THIS PROJECT WHERE ACCEPTED BY THE AUTHORITY HAVING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK JURISDICTION. THE METAL CLAD CABLE (MC) SHALL BE INSTALLED FOR ALL STATE, LOCAL, REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ AND INTERNATIONAL CODES, AS WELL AS PER THE MANUFACTURER'S RECOMMENDATIONS. ALLOWED DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND AT THE SITE OF THE WORK. SPECIFICATIONS. DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, 14. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE ARCHITECT/ENGINEER. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 15. EXPAND AND MODIFY THE EXISTING FIRE ALARM SYSTEM PER NFPA AND ALL STATE AND WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. LOCAL CODE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING ENGINEERED NON-CRACKING ELASTOMERIC SEALANT. K K 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AS REQUIRED FOR PERMITTING AND INSPECTION OF THE AUTHORITY HAVING 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. JURISDICTION. INSTALL ALL DEVICES PER NFPA AND ADA. PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, PAINTING EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL 16. THE WORK SHALL INCLUDE REVISIONS, MODIFICATIONS, AND REWORK OF THE EXISTING FACILITY 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. CONTRACTOR FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS. DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS FOR DEVICES AND EQUIPMENT THAT ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY SATISFY THE DESIGN INTENT OF THE WORK AND COMPLY WITH ALL APPLICABLE EXISTING CONDUIT AND WIRING SHALL BE REROUTED AND RECONNECTED WHERE NECESSARY. ACCEPTANCE TESTING HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND CODES AND REGULATIONS. 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE 17. PROVIDE PANELBOARD MATCHING CIRCUIT BREAKERS IN ORDER TO CONNECT NEW BRANCH PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED) PARKING AREAS SIDEWALKS CIRCUITS. UPDATE ALL PANELBOARD DIRECTORIES TO REFLECT ACTUAL CONDITIONS. ALL UPDATES BE SHOWN TO BE IN PROPER WORKING CONDITION ACCORDANCE WITH INTENT OF CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH � 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS SHALL BE TYPWRITTEN. SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE OF SWITCHES, PANELBOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN CUTTING AND PATCHING ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ENGINEER. THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., 9, PROVIDE ALL 20 AMP RATED WHITE COLORED DECORA STYLE WIRING DEVICES UNLESS CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE TO PERMIT INSPECTION AS REQUIRED. OTHERWISE NOTED, WITH WHITE DECORA COVER PLATES, JUNCTION BOXES AND PLASTER ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH OR SURFACE MOUNTED CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. DEVICES AS NOTED AND AS PROJECT CONDITIONS WARRANT. +1 ELECTRICAL SYMBOLS LEGEND ABBREVIATIONS " A - AMPERES NL - NIGHT LIGHT LTG - LIGHTING POWER LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) A/C - AIR CONDITIONING NEMA - NATIONAL ELECTRICAL MCM - THOUSANDS OF CIRCULAR MILS DATA/COMM AC - ALTERNATING CURRENT MANUFACTURERS ASSOCIATION MCU - MASTER CONTROL UNIT 20 DUPLEX RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE AFF - ABOVE FINISHED FLOOR NFPA - NATIONAL FIRE PROTECTION MCP - MOTOR CIRCUIT PROTECTION �P DATA/COMM OUTLET WITH FLUSH MOUNTED 4" SQUARE ASSOCIATION UNLESS OTHERWISE NOTED. WP=WEATHERPROOF. NUMBER A 2'x2' FLUORESCENT FIXTURE. NUMBER INDICATES BRANCH SINGLE GANG JUNCTION BOX. PROVIDE BLANK STAINLESS AFG - ABOVE FINISHED GRADE INDICATES BRANCH CIRCUIT. SEE PANEL BOARD SCHEDULE. 20�a CIRCUIT WHICH FIXTURE IS CONNECTED. LOWER CASE STEEL COVER PLATE. EXTEND 1" CONCEALED CONDUIT TO - DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR LETTER INDICATES >;WITCH WHICH CONTROLS FIXTURE. ABOVE ACCESSIBLE CEILING AND STUB-OUT WITH PLASTIC AHU - AIR HANDLING UNIT O.C. - ON CENTER MH METAL HALIDE O (p DUPLEX INDICATED. UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE BUSHING. OR AS NOTED. INSTALL PULL WIRE. AWG - AMERICAN WIRE GAUGE P - POLE N - NEUTRAL C LIGHTING FIXTURE SCHEDULE. C - CONDUIT PNL - PANELBOARD NA - NOT APPLICABLE GFI RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE _ _ _ UNLESS OTHERWISE NOTED. WP DENOTES WEATHERPROOF B RECESSED COMPACT FLUORESCENT OR INCANDESCENT CFL COMPACT FLUORESCENT LAMP PVC POLYVINYL CHLORIDE NF NON-FUSED ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY COVER. NO FEED THRU TYPE DEVICES TO BE USED. 200 DOWNLIGHT. NUMBER INDICATES BRANCH CIRCUIT WHICH CH - COUNTER HEIGHT RM - ROOM NL - NIGHT LIGHT AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR FIXTURE IS CONNECTED. LOWER CASE LETTER NDICATES NEC - NATIONAL ELECTRICAL CODE USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRAI GEMERn OR PLANS qp CONC - CONCRETE RGS - RIGID GALVANIZED STEEL GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR ® SWITCH WHICH CONTROLS FIXTURE. UPPER CASE LETTER SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT HEIGHT INDICATED. NO FEED THRU DEVICES TO BE USED. INDICATES FIXTURE,TYPE. SEE LIGHTING FIXTURE SCHEDULE. FIRE ALARM COND - CONDUIT SPEC - SPECIFICATION NIC - NOT IN CONTRACT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, INC.. DWARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE p JUNCTION BOX WITH IDENTIFIED BLANK COVER 20a WALL MOUNTED LIGHT FIXTURE. COORDINATE WITH m MANUAL PULL STATION CU - COPPER SS - STAINLESS STEEL GRC - GALVANIZED RIGID CONDUIT MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24.2-31-1 ET. BED. AND OTHER LAWS. ARCHITECT'S ELEVATIONS FOR EXACT MOUNTING HEIGHT COMBINATION AUDIBLDISC - DISCONNECT TVSS - TRANSIENT VOLTAGE SURGE HVAC - HEATING, VENTILATING AND THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT E�VISUAL SIGNALING UNIT- _ TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED PRIOR TO ROUGH-IN. NUMBER INDICATES BRANCH CIRCUIT HORN/FLASHING "FIRES" LIGHT SUPPRESSION AIR CONDITIONING F APPLICATION. 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. WHICH FIXTURE IS CONNECTED. LOWER CASE LETTER ECB ENCLOSED CIRCUIT BREAKER F INDICATES SWITCH WHICH CONTROLS FIXTURE. UPPER CASE ELEC - ELECTRICAL TYP - TYPICAL Su SINGLE POLE SWITCH LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE EM - EMERGENCY UON - UNLESS OTHERWISE NOTED (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) SCHEDULE. EMS - ENERGY MANAGEMENT SYSTEM V - VOLTS S3 THREE WAY SWITCH (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) 0 MONOPOINT INCANDESCENT WALL WASHER EMT - ELECTRICAL METALLIC TUBING W - WIRE S4 FOUR WAY SWITCH EF - EXHAUST FAN WP - WEATHERPROOF (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) ® EMERGENCY EXIT SIGN SINGLE FACE WITH INTEGRAL EWC - ELECTRIC WATER COOLER H.I.D. - HIGH INTENSITY DISCHARGE DG WALL BOX DIMMER - 1000WATT RATED UNLESS NOTED OTHERWISE EMERGENCY BATTERY POWER SUPPLY. ETR - EXISTING TO REMAIN I.G. - ISOLATED GROUND (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) EM EX - EXISTING J - JUNCTION E E A 20A, 125VAC MOTOR RATED TOGGLE SWITCH WITH OVERLOADS le EMERGENCY BATTERY LIGHT WITH DUAL HEADS FA - FIRE ALARM KAIC - (THOUSAND) AMPERE FACP - FIRE ALARM CONTROL PANEL INTERRUPTING CAPACITY No. Date Revisions / Submissions FPL - FLORIDA POWER AND LIGHT KVA - KILOVOLT-AMPERES G - GROUND KW - KILOWATT I 300 s. orange avenue Frank RiveraGFI - GROUND FAULT INTERRUPTER 11110GND - GROUND suite 1210 � SERVICE AND DISTRIBUTION Orlando, f132501 N Ci,l BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE LIGHTING FIXTURE SCHEDULE genulty engineers,ine 407.398.6007 (p) I{ f MOUNTED D 407.398.6003 (T) PE �"64 D 33Om FUSED DISCONNECT SWITCH.3-POLE, 30AMP ASTERISK * INDICATES TO FUSE ACCORDING TO MANUFACTURERS 300 South Orange Aveno ' ` RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 4X STAINLESS STEEL RATED OUTDOORS. Sults 900 NON-FUSED DISCONNECT SWITCH.3-POLE, 30AMP. NEMA 1 LIGHTING FIXTURE SCHEDULE Baker Orlando, Florida 32801 NF RATED INDOORS, NEMA 3R RATED OUTDOORS. 407.926.3000 Tel TYPE MANUFACTURER & CATALOG NO. DESCRIPTION LAMPS VOLTS OR APPROVED EQUALS BY Barrios 407.928.3390 Fax LITHONIA DIRECT/INDIRECT FLOURESCENT 2'x2' 2-F32T8 C InfoObakerbarriosarchitects.com C A RECESSED GRID FIXTURE 120 AS APPROVED BY OWNER 2AV-G-2-32-MDR-120-GEB101S 3500K www.bakerbarriosarchltects.com DIRECT/INDIRECT FLOURESCENT 2'x2' Architects AE 2AV-GIA RECESSED GRID FIXTURE WITH EMERGENCY 500K 8 120 AS APPROVED BY OWNER G 2AV-G-2-32-MDR-120-GE6101S-EL 3500K BATTERY BALLAST (1400 LUMEN) AAOOOZ981 COMPACT FLUORESCENT RECESSED LITHONIA TT B LP8F 26DTT MVOLT GEB10 802AZ 3500K DOWNLIGHT 8" APERTURE 3500K 120 AS APPROVED BY OWNER LITHONIA COMPACT FLUORESCENT RECESSED DOWNLIGHT 2-26WDTT NAVY FEDERAL CREDIT BE LP8F 26DTT MVOLT GEB10 802AZ ELR 8 APERTURE WITH EMERGENCY BATTERY 3500K 120 AS APPROVED BY OWNER BALLAST (1400 LUMEN) B B CON-TECH MONO POINT PENDENT MR16 1-50W UNION C SL8050 W/SPR POWER SUPPLY WALL WASHER MR16 120 AS APPROVED BY OWNER MED FL. ATLANTIC VILLAGE LITHONIA CUT-OFF MINI WALL PACK WITH 2-26WDTT JACKSONVILLE, FL D TWAC-10OM-120-SF-PE-DBL PHOTOCELL LOCATED AT ATM 3500K 120 AS APPROVED BY OWNER LITHONIA LED ILLUMINATED EXIT SIGN DATE: 07/06/06 E LRP-CR-1-RC-120/277-ELN WITH EMERGENCY BATTERY LED 120 AS APPROVED BY OWNER LEGEND, A B B R E V SINGLE FACE - EDGE LIT PROJEGt:060154.00 DRAWN : MRB LITHONIA 3' LONG UNDERCABINET (1) A F 2UC-25-120-LPF-CSW FLOURESCENT STRIP 25W 120 AS APPROVED BY OWNER " AND NOTES C441EECKED: FR T-8 ELECTRICAL E911 1 2 3 4 6 8 7 8 9 10 11 12 113 114 � ' Qr 1 2 3 4 S 8 7 8 9 10 11 12 13 14 GENERAL NOTES M M 1. ALL EXISTING RECEPTACLES, DATA PORTS AND WATER HEATER EQUIPMENT IN AREA OF DEMOLITION ARE TO BE REMOVED, CLEANED AND RE-USED IF POSSIBLE. ADDITIONAL DEVICES AND EQUIPMENT OTHER THAN RELOCATED DEVICES AND EQUIPMENT WILL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. ELECTRICAL CONTRACTOR SHALL TAG ALL AVAILABLE BRANCH CIRCUITS CREATED FROM DEMOLITION FOR PANEL "UPP-1". WIRING OF EXISTING BRANCH CIRCUITS SHALL BE UTILIZED WHERE POSSIBLE. 3. LIGHTING IS EXISTING TO REMAIN OR BE RELOCATED. SEE SHEET E931 L L FOR LIGHTING LOCATION. REFERENCE NOTES Q1 REMOVE ALL RECEPTACLES, EQUIPMENT, DEVICES, WIRING AND CONDUIT BACK TO POINT OF ORIGIN WITHIN SPACE. K K GENERAL DEMOLITION NOTES: Q2 HVAC EQUIPMENT IN THIS SPACE IS EXISTING TO REMAIN. ELECTRICAL D. ALL ELECTRICAL DEVICES THAT ARE REMOVED SHALL BE CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING A. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE REMOVED AS DIRECTED BY THE OWNER, AND CEILING OR WALL HVAC EQUIPMENT. PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL WORK BEFORE SUBMITTING PROPOSAL SO AS TO BECOME PATCHES OR CEILING PLATES SHALL BE PATCHED OR PAINTED Q3 ALL LIGHTING IN THIS SPACE IS EXISTING TO REMAIN AND TO BE FAMILIAR WITH EXISTING WORK. SUBMISSION OF A PROPOSAL AS DIRECTED BY ARCHITECT. RELOCATED AS NECESSARY TO ACCOMODATE NEW CONSTRUCTION. SEE WILL BE CONSTRUED AS EVIDENCE. THAT SUCH EXAMINATION E. ALL EXISTING ELECTRICAL EQUIPMENT IS NOT SHOWN. IT IS SHEET E931 FOR NEW LOCATION OF EXISTING LIGHTING FIXTURES. HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH TEXICSTING c ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE IN HIS UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST BID THE REMOVAL OF ALL EQUIPMENT, CONDUIT, WIRE, ETC. Z)XSTING PANEL 4XTING I ANELAND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS THAT IS NOT BEING REUSED BACK TO ITS SOURCE. J TO BE REMOVED XIS N REMOVED TOPANELISBE REMOVED TOI BER MOVED SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER F. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING GENERAL WORK REQUIRED FOR INSTALLING THE ELECTRICAL CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER SYSTEMS AND TO REPAIR TO "LIKE NEW CONDITION" TO BE MAY BE NECESSARY AND IT IS INTENDED THAT SUCH PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS (COORDINATE WITH GENERAL CONTRACTOR). CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD G. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS, PRIOR TO REQUIRED TO ACCOMMODATE ANY EQUIPMENT RELOCATION. BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. H. COORDINATE ALL CEILING MOUNTED DEVICES WITH B. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS ARCHITECTURAL REFLECTED CEILING AND WORK OF ALL OTHER OUTSIDE OF REMODELING SHALL REMAIN ACTIVE UNLESS TRADES. H H OTHERWISE OED ASE NT . INSTALL ADEVICES AND REQUIRED ED TO OENTHAT AI I. ITEMS NOTED AS EXISTING TO BE REMOVED SHALL BE REMOVED REMAIN. COMPLETE. REMOVAL SHALL INCLUDE CONDUIT AND WIRE BACK TO BRANCH PANEL. FOR THOSE ITEMS TO REMAIN ON THE C. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SAME BRANCH CIRCUIT, REMOVE CONDUIT AND WIRE BACK TO SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS NEAREST JUNCTION BOX. DEVICES TO REMAIN SHALL MAINTAIN 1 2 3 REQUEST DISPOSED OF BY THE CONTRACTOR. PREVIOUS OPERATION PRIOR TO DEMOLITION. CHANGE CIRCUIT AS REQUIRED. O r YI ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AID THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED,EVOLVED, AND DEVELOPED FOR. USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS i SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC.. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. F -� r-- 777--1 TT I E No. Date Revisions / Sulmissions O•` 300 s. Orange avenue �ralilir-��vribr P fsuite 1210 0 , Orlando,fl 32801 N �nUlt HIR engineers,Inc 407.398.6007(p) S r' D - V D N 407.398.6003 (0 PE No. 545W- N 300 South Orange Avenue Suite 900 C1 DEMOLITON PLAN - ELECTRICAL Orlando, Florida 32801 1 407.926.3000 Tel B-- 407.926.3390 Fax _ C C f infoObakerbarrlosarchitects.com Nbakerbarrioewet9tectaxAm Architects AA0002981 I NAVY FEDERAL CREDIT B 4f* OW UNION 1itnkJl 1 Y;3�n ATLANTIC VILLAGE AREA OF WORK -{ JACKSONVILLE. FL 0AM: 07/06/06 DEMOLITION PROJFGT:060154.00 DR u N . MRB A A PLAN 04ECKED: FR KEY PLAN ELECTRICAL E921 1 2 3 4 6 8 7 8 9 10 11 12 13 14 k 1 2 3 4 6 8 7 8 9 10 11 12 13 14 GENERAL NOTES REFERENCE NOTES M 1, ALL POWER AND LIGHTING SHALL BE NEW AND BE CONNECTED TO M Q1 FLOOR MOUNTED JUNCTION BOX FOR POWER AND DATA FEEDS FOR 120/208V 30, 4W PANEL "A" UNLESS NOTED OTHERWISE. OFFICE FURNITURE. COORDINATE LOCATION AND FEED REQUIREMENTS PRIOR TO ROUGH—IN. 2. CONTRACTOR TO COORDINATE WITH OWNER EXACT DATA/COMM REQUIREMENTS. O PROVIDE 1" CHANNEL IN CONCRETE FLOOR TO FEED POWER AND DATA FEEDS FOR OFFICE FURNITURE. PATCH DISTURBED AREA. 3. ALL HVAC EQUIPMENT SHALL BE RE—WIRED AS NOTED. DIVISION 16 CONTRACTOR SHALL COORDINATE WITH DIVISION 15 DRAWINGS FOR EXACT 3O PROVIDE NEW BASE FEED POWER AND DATA FOR MILLWORK. MECHANICAL INFORMATION. SEE NEW PANELBOARD DIRECTORY FOR EXACT COORDINATE WITH MILLWORK VENDOR FOR FEED REQUIREMENTS PRIOR BRANCH CIRCUIT LOCATIONS. TO ROUGH—IN. PROVIDE 3" CONDUIT THROUGH WALL FOR DATA AND PHONE CABLING. L ® MOUNT PHOTOCELL ON ROOF FACING NORTH. O UTILIZE EXISTING JUNCTION BOX ON BUILDING FOR NEW SIGNAGE. MOUNT SIGN PER NEC. © CONNECT ATM LIGHT TO ROOF MOUNTED PHOTOCELL. Q7 PROVIDE JUNCTION BOX WITH TWO BRANCH CIRCUITS FOR ATM. CONTRACTOR SHALL VERIFY EXACT ATM REQUIREMENTS PRIOR TO BIDDING. K K O CAMERAS. FIELD PROVIDE JUNCTIOVERIFY XACTN BOX TLOCATIONIN CEILING FOR SECURITY 09 PROVIDE WALL MOUNTED JUNCTION BOX FOR SECURITY CAMERAS. VERIFY WITH OWNER EXACT MOUNTING HEIGHT. 10 PROVIDE JUNCTION BOX FOR DIGITAL VIDEO RECORDING SYSTEM. FIELD VERIFY EXACT LOCATION. 1 — 11 PROVIDE JUNCTION BOX MOUNTED IN CEILING FOR PNEUMATIC TUBES 1 1 517 EWC 17 WITH DEDICATED BRANCH CIRCUIT. UTILIZE BRANCH CIRCUIT NUMBERS A A 10 A A A A 1 19 17 17 2323 20 C21, C23, C25, C27, C29, C31, C33, C35, C37, C39. VERUFY WITH PNEUMATIC TUBE SUPPLIER EXACT SPECIFICATIONS. J [:]2 []2 [_12 [:12 100NL 1:114 1:114 1:114 1114 ❑14 21 21 A A EE A A 12 CONTRACTOR SHALL VERIFY WITH OWNER EXACT HEIGHT OF POWER [:12 U-12 I BE ❑ 1:114 — — A1111 I1 = s 21 AND TELEVISION RECEPTACLES. 1 10ONL 14 30 11 I 1:114 1 I I1 — — — — +96"A 13 CEILING MOUNTED JUNCTION BOX FOR POWER AND DATA FEEDS FOR [J2 [J2 =—___=—IJ — ___= 1 A =____=J �— _— — — — — QI +96 OFFICE FURNITURE. COORDINATE LOCATION AND FEED REQUIREMENTS ��gg PRIOR TO ROUGH—IN. II BE B 1 d Vd II [:114 [:114 11 21 11 30 100NL 1Odd 100d 1 d _ A A Q 14 PROVIDE JUNCTION BOX MOUNTED IN CEILING FOR PNEUMATIC TUBES 37 32 TELEPHONE AT TELLER STATIONS. UTILIZE BRANCH CIRCUITS #B-5:7, B-9:11, Q Ate— A 14 ❑14 3 II 12 11 TERMINA _ —1 5 — ( F-11 F-11 I 36 I BOARD — •2 2 B B B B4 2 —_ II o 12 27 —�LJ H 15 CABLE BOX WILL BE LOCATED AT THE GREETER DESK. ONE COAX H A i 1100d 100d 100d 100d A A 3 I I 37 36 2 30 (1 p� O CONNECTION IS FOR CONNECTING THE PLASMA TO THE CABLE BOX �2 [12 I A 1 ❑I 12 F-11 3 II 5 12 36 21 _1: 1 21 AND THE OTHER IS TO CONNECT THE CABLE BOX TO THE EXTERNAL 1 FEED. BE BE ❑14 _ I II " �, 32 " " — 80NL c c 80NL _ PANEL A PANEL B I 16 PROVIDE DATA AND QUAD RECEPTACLE IN FLOOR FOR MILLWORK. —q 3 q 4 UJ96" 1 2 EXTEND CONCEALED WIRING FROM WALL TO MILLWORK CONNECTIONS. B B C 1:112 12A[. 3 80c c g 4� 3 J 17 PROVIDE 4" CONDUIT IN WALL BEHIND KIOSK AND JET SORT COIN B B B . ' E B e 26 J SCANNER FOR DATA AND PHONE. 80c 80 Oc _® �c — 2 I 38 9 Q OB OB 4 C A I q 8 13 29 29 9 3 D 6 c 6 c B BI B I B 8 e I 012 1:1121: I J26 14 1 8 J sob 64 sOb sOb p I, — r 3 8 —21 3h ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY B 3 iI� J AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS,WC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR 6072 [:] 1 B B B BE 6 e 1 A A A ;p=p 15 26 11 COPIER USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS I,I! 3 5 10 SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT sOb 60b 60b_. 60NL j ❑12 1:11,1 012 THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS, WC.. V � I I — B 13 5 31 3 WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE a40V B CT � tl — — Q MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF i.C.24-2-81-1 ET. SEG. AND OTHER LAWS. 4 — - J THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT e ; F ❑ ,i 40a 40a Mx 4 a 40a I __ Q 7 38 �" 1 26 �, AC 34 I I F APPLICATION. B JDIZ 60 60 60 1I 133 40aQ 41�pp 1 1 ! Ie A A B NL BE B B OB B B A A' 1„ 41 I I I ; 9 UZ— I` I 17 i 1 73 1:12 40a 40 40a 40a 4 a 40N 40a I0 1 � 3 II I�-- 6 4 5 E J 35 E 08/16/06 ISSUED FOR PRICING do PERMIT No. Date Revisions / Submissions -_..,. 300 s. orange avenue Frank Rlver P� W 1 O suite 1210 0M Iiij,i Aorlando, 1132801 N r- CID , ■■ y geengineers,Inc • ;` i 1 9 407.398.6007(p) D D �1` 407.398.6003 (f) PE'1a: 300 South Orange Avenin + Sulte 900 C1 FLOOR PLAN - LIGHTING C1 FLOOR PLAN - POWER BakeOrlando, Florida 32801 1 1/8' - 1'-0' 1/8' - 1'-0' 407.926.3000 Tel Barrios 407.926.3390 Fax C C Info@bakerbarriosarchitecte.com www.bakerbarriosarchitects.com Architects AA0002981 NAVY FEDERAL CREDIT UNION ATLANTIC VILLAGE AREA OF WORK JACKSONVILLE, FL .� .. DATE: 07/06/06 ! - PROJEGT:060154.00 FLOOR PLAN _ DRAWN : MRB A N A POWER AND C'�-ecr'Ep: FR KEY PLAN LIGHTING E931 H 1 2 3 4 6 8 7 8 9 10 11 12 13 14 t� I p - a v 1 2 3 4 6 8 7 8 9 10 11 fs 14 w GENERAL NOTES RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22K PANEL B RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22K PANEL A SERVICE 120 /208V, 3e, 4W MOUNTING SURFACE TYPE SQ. D NQOD SERVICE 120 /208V, 30, 4W MOUNTING SURFACE TYPE SQ. D NQOD M m CKT EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND ICOND NO SERVED POLE TR 0 NEUT GND I COND 0 N0, SERVED POLE TR 0 NEUT GND I COND 1 IRECEPTACLES 1.08 1 20 12 12 12 1/2- A 2 LIGHTING 0.90 1 20 12 12 12 1/2' 1 EWH-1 2.25 2 30 10 10 10 1 3/4" A 2 EXISTING HVAC * 5.50 3 60 6 -- 6 1" 3 RECEPTACLES 1.08 1 20 12 12 12 1/2 B 4 LIGHTING 1.05 1 20 12 12 12 1 2" 3 -- 2 25 -- -- 10 B 4 ---- * 5.50 -- -- 6 5 RECEPTACLES 1.08 1 20 12 12 12 1/2' C 6 LIGHTING 1.05 1 20 12 12 12 1/2- 5 PNEUMATIC TUBE 2.50 3 60 5.50 3 60 2 30 10 10 10 3 4" C 6 ---- * 5.50 6 6 7 RECEPTACLES 1.08 1 20 12 12 12 1/2' A 8 LIGHTING 0.75 1 20 12 12 12 1/2" 7 ---- 2.50 -- -- 10 A 8 EXISTING HVAC * -- 6 1" 9 IRECEPTACLES 1.08 1 20 12 12 12 1/2- B 10 LIGHTING 0.90 1 20 12 12 1 12 1/2- 9 PNEUMATIC TUBE 2.50 2 30 10 10 10 3/4' B 10 ---- * 5.50 -- -- 6 11 RECEPTACLES 1.08 1 20 12 12 12 1 2 C 12 LIGHTING 1.20 1 20 12 12 12 1 2 11 ---- 2.50 -- -- 10 C 12 ---- * 5.50 -- -- 6 13 RECEPTACLES 1.08 1 20 12 12 12 1 2 A 14 LIGHTING 1.05 1 20 12 12 12 1/2" 13 PNEUMATIC TUBE 2.50 2 30 10 10 10 3/4- A 14 EXISTING HVAC * 2.50 2 30 10 -- 10 3 4 15 RECEPTACLES 1.08 1 20 12 12 12 1/2" B 16 LIGHTING 0.10 1 20 12 12 12 1 2 15 ---- 2.50 -- -- 10 B 16 ---- * 2.50 -- -- 10 L 17 RECEPTACLES 1.08 1 20 12 12 12 1/2- C 18 PHOTOCELL 0.50 1 20 12 12 12 1/2- 17 PNEUMATIC TUBE 2.50 2 30 10 10 10 3/4' C 18 EXISTING HVAC * 2.50 2 30 10 -- 10 3/4 L 19 EWC 1.00 1 20 12 12 12 1 2" A 20 REFRIGERATOR 1.00 1 20 12 12 12 1 2" 19 20 - -- * 2.50 -- -- 10 21 RECEPTACLES 1.08 1 20 12 12 12 1 2" B 22 ATM 1.08 1 20 12 12 12 1/2" 21 COPIER 1.00 1 20 12 12 12 1 2" B 22 SPACE 23 1 RECEPTACLES 1.08 1 20 12 12 12 1/2' 1 C 24 ATM 1.08 1 20 12 12 12 1/2- 23 24 SPACE 25 IRECEPTACLES 1.08 1 20 12 12 12 1/2- A 26 SECURITY CAMERAS 1.10 1 20 12 12 12 1/2- 25 SPARE 1 20 A 26 SPACE 27 IRECEPTACLES 0.72 1 20 12 12 12 1/2" B 28 SECURITY CAMERAS 1.10 1 20 12 12 12 1/2- 27 SPARE 1 20 B 28 SPACE 29 1 RECEPTACLES 1.08 1 20 12 12 12 1/2- C 30 DVR 1.10 1 20 12 12 12 1/2" 29 SPARE 1 20 C 30 SPACE 31 RECEPTACLES 1.08 1 20 12 12 12 1/2 A 32 RECEPTACLES 0.40 1 20 12 12 12 1/2- 31 SPARE 1 20 A 32 SPACE 33 RECEPTACLES 0.36 1 20 12 12 12 1/2* 4 AC21 1.15 2 12 12 2 1 33 SPARE 1 20 B 34 SPACE 35 SIGNAGE 1.00 1 20 12 12 12 1/2* 36 RECEPTACLES 0.40 1 20 12 12 12 1 2" 35 SPARE 1 20 C 36 SPACE " A 38 RECEPTACLES 0.90 1 20 12 12 12 1 2" 37 SPARE 1 20 A 38 SPACE K K I 39 RECEPTACLES 0.40 1 20 12 12 12X12 B LIG T1 3 2 12 12 2 1 39 SPARE 1 20 B 40 SPACE 41 RECEPTACLES 0.40 1 20 12 12 12 C 42 SPACE 41 SPARE 1 20 C 42 SPACE N LOAD (KVA) REMARKS EQUIPMENT SERVED ONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS RECEPTACLES 25.46 17.73 EWH-1 4.50 1.00 4.50 LIGHTING 7.83 1.25 9.79 PNEUMATIC TUBES 20.00 1.00 20.00 LIGH1.15 1.00 1.15 - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY RECEPTACLES 1.00 1.00 1.00 - PROVIDE TYPE WRITTEN DIRECTORY ** FIRST 1 oKW 0 100%, REMAINING 0 50% PER N.E.C. TOTAL 28.67 TOTAL 68.50 SPARE 42 CIRCUITS 80 AMPS * = HVAC LOADS ARE NON-COINCIDENTAL SPARE 42 CIRCUITS 190 AMPS J RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22K PANEL C SERVICE 120 /208V, 30, 4W MOUNTING SURFACE TYPE SQ. D NQOD I CKT EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND COND 1 EXISTING HVAC * 5.50 3 60 6 -- 6 in A 2 EXISTING HVAC * 2.50 2 30 10 -- 10 3/4 3 ---- * 5.50 -- -- 6 B 4 ---- * 2.50 -- -- 10 5 1 ---- * 5.50 -- -- 6 C 6 EXISTING HVAC * 2.50 2 30 10 -- 10 3/4 7 1EXISTING HVAC * 5.50 3 60 6 -- 6 in A 8 ---- * 2.50 -- -- 10 ' 9 ---- * 5.50 -- -- 6 B 10 SPACE H 11 ---- * 5.50 -- -- 6 C 12 SPACE H 13 ISPARE 1 20 A 14 SPACE 15 ISPARE 1 20 B 16 SPACE 17 ISPARE 1 20 C 18 SPACE 19 SPARE 1 20 A 20 SPACE 21 PNEUMATIC TUBE 1.20 1 20 12 12 12 1/2- B 22 SPACE 23 PNEUMATIC TUBE 1.20 1 20 12 12 12 1 2 C 24 SPACE 25 PNEUMATIC TUBE 1.20 1 20 12 12 12 1 2" A 26 ISPACE 27 PNEUMATIC TUBE 1.20 1 20 12 12 12 1/2- B 28 SPACE 29 PNEUMATIC TUBE 1.20 1 20 12 12 12 1/2- C 30 SPACE 31 PNEUMATIC TUBE 1.20 1 20 12 12 12 1/2" A 32 SPACE d 33 PNEUMATIC TUBE 1.20 1 20 12 12'' 12° 1/2' B 34 SPACE I O 35 PNEUMATIC TUBE 1.20 1 20 12 12 12 1/2- C 36 SPACE 37 PNEUMATIC TUBE 1.20 1 20 12 12 12 1/2- A 38 ISPACE 40 kISPACEALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY41 RECEPTACLES 0.72 1 20 12 12 12r 1 2 C 42 jj Ei.AARKS AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR l USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS PNEUMATIC TUBES 12.72 1.00 1 2.72 SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER W ITHO1fT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC.. EXISTING HVAC 43.00 1.00 43.00 - PROVIDE GRND BUS & NEUTRAL BUS WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE - PROVIDE TYPE WRITTEN DIRECTORY I MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F APPLICATION. TOTAL 55.00 F * = HVAC LOADS ARE NON-COINCIDENTAL SPARE 42 CIRCUITS 153 AMPS EXISTING 120/208V 30, 4W EXISTING 120/208V 30, 4W NEMA 1 600 AMP 42 KAIC NEMA 1 600 AMP 42 KAIC "X8" NEMA WIREWAY ENCLOSED CIRCUIT BREAKER EXISTING 8"X8" NEMA WIREWAY ENCLOSED CIRCUIT BREAKER EXISTING 8 TO REMAIN TO REMAIN TO REMAIN TO REMAIN INSTALL IN LOCATIONS SHOWN E ON POWER PLAN. PROVIDE kNo. 08/16/06 ISSUED FOR PRICING do PERMIT EREMOVE EXISTING ELECTRICAL PANEL DIRECTORIE Date Revisions / Submissions PANELS, FEEDERS AND CONDUITS �- BACK TO EXISTING DISCONNECTS Frank Rivera 300 s. orange avenin scute 1210 � Orlando,f1 32801 , I ------- genultyNen ineers,Yna • �/• �. r P P EXISTING 200 AMP 407.398.6007 (p) EXISTING 200 AMP NEW NEW NEW : 9 METERS PANEL PANEL PANEL D 407.398.6003 (f} PE N / METERS A $ 62g D 0 0 300 South Orange Avenue 0 a_ a_ 0 0 -0 - - - - Suite 900 957 -955 953 EXISTING 200 AMP 949 959 957 955 953 EXISTING 200 AMP 949 959 FUSED DISCONNECTS FUSED DISCONNECTS Baker Orlando Florida 52801 407.928.3000 Tel Barrios 407.926.5590 Fax C Info0bakerbarriosarchitects.com C wwW.bakerbarrlosarchltects.com Architects AA0002981 NAVY FEDERAL CREDIT B UNION ATLANTIC VILLAGE JACKSONVILLE, FL � DATE: 07/06/06 NE'2"(CONDUIT AWG, (') #6 GRND ELECTRICAL PAN pp," : 060154.00 - DIAGRAM. oR,4U�1 : MRB EXISTING ELECTRICAL RISER A SCHEDULES AND CHI=CICED: FR A N.T.S. NEW ELECTRICAL RISER DIAGRAM. N.T.S. RISER DIAGRAMS E951 1 2 3 4 6 8 7 8 9 10 11 12 13 14 1 2 3 4 6 6 7 8 9 10 11 12 13 14 PLUMBING FIXTURE SCHEDULE GENERAL NOTES MARK FIXTURE SOIL/ TRAP VENT COLD HOT MANUFACTURER DESCRIPTION M PART 1 GENERAL 1.3 REGULATORY REQUIREMENTS WASTE WATER WATER MODEL# M 1.1 SECTION INCLUDES WC-1 WATER CLOSET 4" INTEG. 2" 1/2" - AMERICAN - FLOOR MOUNTED, VITREOUS CHINA WATER CLOSET W/ DIRECT FED A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ADA STANDARD SIPHON JET ACTION ELONGATED BOWL, RIM +17", SUPPLIES & STOP VALVE. A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND 12998.012 TANK TYPE 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. OLSONITE - SOLID ELONGATED PLASTIC SEAT WITH OPEN FRONT, LESS COVER #1050CC - PROVIDE STAINLESS STEEL CHECK HINGES REQUIREMENTS. B. CONFORM TO 2001 FLORIDA BUILDING CODE(WITH 2003 REVISIONS). C. CONFORM TO 2001 FLORIDA FIRE PREVENTION CODE. L-1 LAVATORY 2" 1 1/4- 1 1/2" 1/2- 1/2- AMERICAN - 20"x27" VITREOUS CHINA WHEELCHAIR USERS LAVATORY WITH 1 FAUCET HOLE, 1.2 SCOPE (WITH 2003 RIVISIONS) ADA STANDARD WALL HUNG, FRONT OVERFLOW. PROVIDE P-TRAP, TAILPIECE, A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, D. NATIONAL ELECTRIC CODE 2002 EDITION. #9140.047 ANGLE VALVES & SUPPLIES W/LOOSE KEY STOPS. AMERICAN STD. - AMARILLIS TENDENCE LAVATORY FAUCET, ADA APPROVED, SINGLE CONTROL FAUCET ' EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS 1.4 CUTTING AND PATCHING #2086.101 X WITH CERAMIC DISC VALVE. PROVIDE SUPPLY TUBES AND ESCUTCHEONS. L L CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE S-1 SINK 2" 1 1/4" 1 1/2" 1/2" 1/2" ELKAY - 19"x17" SELF RIMMING STAINLESS STEEL TYPE 304 20 GAUGE SUPERVISION, OPERATION, METHODS AND LABOR FOR THE A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING #PSLVR1917 FRONT OVERFLOW. PROVIDE P-TRAP, TAILPIECE, ANGLE VALVES & FABRICATION,START-UP AND TESTS FOR A COMPLETE OPERATIONAL ELEMENTS. SUPPLIES W/LOOSE KEY STOPS. PLUMBING INSTALLATION. B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM AMERICAN STD. - SINGLE CONTROL FAUCET WITH SIDE SPRAY CERAMIC DISC VALVE B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND CUTTING AND PATCHING WHICH EFFECT: #K-10413 PROVIDE SUPPLY TUBES AND ESCUTCHEONS. ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO 1. STRUCTURAL INTEGRITY OF ELEMENT. " " " „ INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. 2. INTEGRITY OF WEATHER. EWC-1 ELECTRIC WATER COOLER 2 1 1/2 1 1/2 1/2 1/2 ELKAY - BI-LEVEL WALL HUNG SPLIT LEVEL ADA FOUNTAIN WITH STAINLESS STEEL BECAUSE OF THE SCALE OF THE DRAWINGS,CERTAIN BASIC ITEMS #EZ5TL8C WALL PLATE. NO COOLER UNIT. SUCH AS PIPE FITTINGS,ACCESS PANELS,AND SLEEVES MAY NOT 3• EFFICIENCY,MAINTENANCE,OR SAFETY OF ELEMENT.4. VISUAL QUALITIES OF SIGHT. - C.P. BRASS 1 1/4- OD TAILPIECE & P-TRAP. PROVIDE ANGLE STOPS, SUPPLY BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR 5. WORK OF OWNER OR SEPERATE CONTRACTOR. TUBES & ESCUTCHEONS. SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, PART 2 PRODUCTS JS-1 JANITOR SINK 2" 1 1/2- 1 1/2" 1/2- 1/2- FIAT #FL-1 - 23%21-1/203-7/16" MOLDED STONE TUB SINK SINGLE COMPARTMENT K FIRE AND/OR SMOKE DAMPERS,AND OTHER BASIC ITEMS REQUIRED FLOOR MOUNTED ON STEEL LEGS. PROVIDE P-TRAP, TAILPIECE, K BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND 2.1 PIPE HANGERS AND SUPPORTS ANGLE VALVES & SUPPLIES W/LOOSE KEY STOPS. INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. FIAT #A-1 - CHROME FINISH 2 HANDLE DECK MOUNTED FAUCET ON 4" CENTERS WITH 6-3/4" A.MANUFACTURERS: SWING SPOUT. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS,PARTS, CONTROLS 1. B-LINE. PDI - # PLUMBING DRAINAGE INSTITUTE - - - - - -PRECISION PLUMBING PRODUCTS PDI-A THRU F AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT SHOCK ABSORBER PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED,THEY SHALL BE EQUIVALENT PRODUCTS. IMB-1 ICE MAKER BOX - - - 1/21t - OATEY - HIGH IMPACT PLASTIC ICE MAKER/UTILITY BOX WITH COMPRESSION ANGLE INCLUDED BY THE INSTALLER OF THE EQUIPMENT,WHETHER OR NOTA) STOP W/COPPER SOLDER CONNECTION FURNISH & INSTALL 1/2" SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO MICHIGAN HANGER.B) PHD. COPPER TUBING OR PLASTIC SUPPLY TUBING (24-LONG MIN.). ADDITIONAL COST INCURRED. 2.2 HOT WATER WATER PIPING INSULATION D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER A. MANUFACTURERS: HD-1 HUB DRAIN 2" 2" 1 1/2" PROVIDE NO HUB EXTENSION ADAPTER SECTIONS OF THE SPECIFICATION,THE CONTRACTOR FOR THIS INSTALL HUB 0 2" ABOVE SLAB JOHNS- DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY 1.OWENS-CORNING CORNING OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR 2.JOHNS-MANVILLE SYMMONS SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE 3.KNAUF MV-1 MIXING VALVE - - - 3/4" 3/4" #5-40OA-W WITH MANUFACTURERS RECOMMENDATIONS. B. ASTM C547,RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 'K'VALUE.024 @ 75 DEGREES F. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP C. VAPOR BARRIER JACKET,KRAFT PAPER WITH GLASS FIBER YARN AND BONDED DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE TO ALUMINUM FILM.CLOSURE SYSTEM SHALL BE UL 181. SATISFACTION OF ALL TRADES,SUBJECT TO THE REVIEW AND FINAL D. INSULATION THICNESS 1-1/2" ELECTRIC WATER HEATER SCHEDULE ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH 2.3 PIPING: WATER,SANITARY WASTE&VENT PIPING,ABOVE GRADE H OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE KW GPH REC. WEIGHT MANUFACTURER H WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL A. COPPER PIPING:ASTM B88 TYPE'L'HARD DRAWN. UNIT # SERVING TYPE GALLONS (LBS) VOLTAGE DIMENSIONS REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL INPUT ® 80R • MANUFACTURER MODEL # COST TO THE PROJECT. 1. FITTINGS:ASME 16.18 CAST BRONZE OR ASME B16.22 WROUGHT COPPER OR BRONZE. EWH-1 RESTROOMS ELECTRIC 30 4.5 26 208V-1 PH 300 47 1/2" x 18" AO SMITH EEST-30 F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES 2. JOINTS:ASTM B32 SOLDER,ASTM 95-5 TA MINIMUM,FLUX ASTM 8813. PRIOR TO INSTALLATION OF ANY SYSTEMS.THIS CONTRACTOR SHALL JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM B828. ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT 3. PROVIDE DWV FITTINGS FOR SANITARY WASTE&VENT PIPING. CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS PART 3 INSTALLATION REMARKS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS,NO PIPING SHALL BE DECREASED IN SIZE(IN THE DIRECTION OF FLOW). A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S ,, INSTRUCTIONS. G. EXAMINATION OF BIDDING DOCUMENTS: B. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS JOINTING DISSIMILAR METALS. G7 SCHEDULES CAREFULLY AND NOT LATER THAN TEN(10)DAYS PRIOR TO THE i DATE FOR RECEIPT OF BIDS,SHALL MAKE WRITTEN REQUEST TO ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. NTS ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY b_ INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT USE ON AND IN CONNECTNNI WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESMS, ARRANGBEATS OR wars INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN INTERFERE WITH USE OF SPACE. - THERMAL RELIEF VALVE WATTS MOD. # 530C SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT ADDENDUM BY THE ENGINEER. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. -� THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC.. ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON ® WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. $06 UNAUTHORIZED DISCLOSURE ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION I MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEG. AND OTHER LAWS. METHOD, WITHOUT STRESSING PIPE,JOINTS,OR CONNECTED EQUIPMENT. - - �-2 THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT i F APPLICATION. F H. SUBSTITUTIONS I HOT & COLD WATER PIPING BALL VALVE G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND IN CEILING SPACE OR AS 1. EXCEPT AS PROVIDED BELOW, EACH BIDDER ACCESS TO VALVES AND FITTINGS. (TYPICAL) SHOWN ON DRAWINGS REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT - EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. EXPOSED.COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH UNION 2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND APPROPRIATE ARCHITECTURAL SECTION. (TYPICAL) EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE HEAT TRAP (TYPICAL` I TEMPERATURE AND PRESSURE BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST BUILDING TO ENSURE PROPER SLOPE AND COVERRELIEF VALVE AS REQUIRED . TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. ( BY LOCAL CODE EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR OF THE PROPOSED SUBSTITUTE,THE NAME OF THE MATERIAL OR CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED,DRAWINGS, E E CUTS, PERFORMANCE AND TEST DATA OR INFORMATION K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL SCHEDULE WATER HEATER (EWH) SEE NECESSARY FOR A COMPLETE EVALUATION. BUILDING FRAMING,SCRAPE,BRUSH CLEAN,AND APPLY ONE COAT NO. Date Revisions / Submissions ZINC RICH PRIMER TO WELDING. PIPE, FULL SIZE OF T&P 3. IF THE ENGINEER APPROVES ANY PROPOSED RELIEF VALVE AND THERMAL SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN L. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. RELIEF VALVE BIDDERS. 3Q0 S. orange avenue Brien S. �d8tn 0f PAn ADDENDUM FORWARDED T_A_PARTICIPATING LUBRICAT E THREADED CLEANUUT PLUGSWiTH MIXTURE OF GRAPHITE 1111 i AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING INDIRECT CONNECTION TO HUB DRAIN suite 1210 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN OF DRAINAGE SYSTEM. 1 ���' Orlando:fl 32801 '� THE OPENING OF BIDS,THEN HE SHALL BASE HIS BID ON M. RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN 24 GAUGE GALVANIZED DRAIN VALVE C4 (fit ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. POSITION TO CENTER OF NEW CEILING TILE. SHEETMETAL OR 60 MIL. HIGH engineers,inc • Q APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO IMPACT PLASTIC DRAINP DISCHARGE THERMAL RELIEF 407.398.6007 (p) t , VALVE ABOVE DRAIN PAN WITH D D N. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY 4" HOUSEKEEPING PAD CONNECTION 407.398.6003 (t) PE 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL OF FIXTURES WHERE REQUIRED.ARRESTORS SHALL BE FACTORY-FABRICATED. FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE 1" 300 South Orange Ji�►dnu," INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL STANDARD P.D.I.WH-201.ACCEPTABLE MANUFACTURERS-SOIUX CHIEF, FINISHED FLOOR---,. 4INDIRECT _ 2" BIDDER. PRECISION PLUMBING PRODUCTS INC.,FOR 1-11 F.U.'S PROVIDE PDI-A, Suite 9OO 12-32 F.U.'S PDI-B,33-60 F.U.'S PDI-C,61-113 PDI-D. 6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED Orlando, Florida 32801 AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS Baker C7 WATER HEATER PIPING DIAGRAM WILL BE DENIED BY THE ENGINEER. 407.926.3000 Tel N.T.S-4. Barrios407.926.3390 Fax C C InfoObakerbarrloserchitects.com www.bakerbarricearchltecte.com Architects AA0002981 I NAVY FEDERAL CREDIT 8 UNION ATLANTIC VILLAGE JACKSONVILLE, FL DATE, 07/06/06 LEGEND, ABBREVa DRAUEI , DML PROJECT:060154.00 A A AND NOTES cNECKED:PJR Al SPECIFICATION PLUMBING P911 N.T.S. i �I�1our,�- 1C 1 2 3 4 6 6 7 8 9 10 11 12 13 14 1 2 s 4 a 8 7 8 9 10 11 12 1s 14 A GENERAL NOTES 3" 0 M M 1. VERIFY EXACT LOCATION OF SANITARY,DOMESTIC WATER,AND VENT SYTEM PRIOR TO n ANY WORK.. SAN , 2. EXISTING VENT,SANITARY,AND CW TO REMAIN. _— N_1 IMB-1 -1 ' ® --- --- - - - - - - - - - - -- - - -- -- -- - - ------- -----! -_ -------- ------------------ ------- -_-- _-j OFFICE WOMEN'S TOIL - SS=1 REFERENCE NOTES Im9 1/2„ TOILET n4 , ' Ol A55T.MANAGER 113 , I O CONNECT NEW 2"V.PIPING TO EXISTING VENT PIPING THROUGH ROOF ABOVE CEILING. OFFICE L-1 wf% L L O NEW 3/4"CW SUPPLY,CONNECT TO EXISTING PIPING ABOVE CEILING.FIELD VERIFY MANAGER EXACT LOCATION OF EXISTING WATER SUPPLY. OFFICE CORRIDOR � I EXISTING SANITARY SEWER BELOW GRADE TO REMAIN.FIELD VERIFY EXACT LOCATION. Im8 11m ; R�DQI IK O NEW SANITARY SEWER BELOW GRADE CONNECT TO EXISTING.FIELD VERIFY EXACT i I II5 LOCATION. i I ® CONNECT NEW 4"SAN TO EXISTING SAN BELOW SLAB.SAW CUT SLAB AS REQUIRED TO CORRIDOR FACILITATE INSTALLATION OF NEW SANITRY SERVICE. BACKFILL AND PATCH FLOOR TO I MATCH EXISTING FINISH FLOOR. i12 I I I O PROVIDE NEW WATER HEATER. K I i � K © PROVIDE NEW MIXING VALVE. I � I WAITI � I II I , q�� TELECOM CORRIDOR i I OFFICE ® 1m6 0 F1160 Hi LL Im, I I J JS-1 1ANITOR I o EQUIPMENT El I ROOM i21 Af I- 6 5 H H QUE JF ., WORK ROOM ©PEN � IRT !_INE 119 OFFICE WORK G I � � R°OM J ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY f I I AND THE PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR I USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC. . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEC. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT F IF I APPLICATION. E TRAINING L0 BY ® - - � I I I I ROOM No. I Date Revisions / Submissions ATMI 300 s. orange avenue Crlen S. H,�i OIn ar Pit, I 1I i( suite 1210 O CM, I An u'�i arlando, 8 32801 N \ri engineers,inc 407.39$.6007 77d r 11 H (p) t D ND 407.398.6003 (fI v PE No. 5286®4 *{ 300 South Orange Avenue Suite 900 C1 FLOOR PLAN - PLUMBING Baker Orlando, Florida 32801 1/4• - 1-0' 407.926.3000 Tel Barrios 407.928.3390 Fax C p C I I N Into0bakerbardosarchitects.com www.bakerbarriosarchitecte.com Architects AA0002981 low " NAVY FEDERAL CREDIT UNION ATLANTIC VILLAGE AFA-: , OF: WORK JACKSONVILLE, FL DATE: 07/06/06 P FLOOR PLAN ROOECT:060154.00 DP-4UN DML A A PLUMBING CHECIGED:PJR KEY PLAN P931 1 2 s 4 a a 7 8 9 10 11 12 1s 14 I fkafli CW*G 151W 1 2 8 4 b 8 7 8 9 10 11 12 1S U GENERAL NOTES M M 3" 1 - 1 /2 I ` L � 2„ DF— I ` K K 1 _ 1 /2„ 0o, I 1 - 1 /2 1 - 1 /2 '' ool 001.1-12 :C 1 PDI—A 2 WC- 1 3 (' 3" S— 1 1 1 - 1 /2" 1 /2 \,\ 1 /2 I H 3„ 2„ \, is- 1 HD- 1 DF- 1 '\ i ° '\ (2) PDI—A 3/4„ it 3/4 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY „ 1 /2 AND TME PROPERTY OF BAKER BARRIOS ARCHITECTS. INC. AND WERE CREATED, EVOLVED, AND DEVeLOM"a \ V USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS 3/4 \ ( SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT \\\\ .1> THE WRITTEN PERMISSION OF BAKER BARRIOS ARCHITECTS. INC . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE 1 /2" W�— �\ MAY CONSTITUTE TRADE SECpET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEO. AND OTHER LAWS. F ` `` i/ THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT /V\ I F APPLICATION. WC- 1/'/�\ 1 /2 2 PDI—A 1 /2 E / / � �/ I I No. I Date Revisions / Submisslons / 1 A 300 s, orange avenue Brian40 S. N91ii In er suite 1210 O It* eL en U, orfanrlo,fl 32801 40 1, I �. 2 PDI—A /� / S- 1 J 1 M B— 1 engineers,inc D / / 407.398.6007 (p) oC D 407.398.6003 (f) PE NoA"6610 <, 1 /2 / 300 South Orange Avenue 1 /2 / Sults 900 BakerOrlando, Florida 32801 it Barrios 407.926.3000 Tet c � 3/4407.926.3390 Fax \ InfoObakerbarrlosarchltects.com JS— 1 •\ www bakerbarrbsarcflbects.mm Architects AA000zeel B WH- 1 NAVY FEDERAL CREDIT e UNION ATLANTIC VILLAGE JACKSONVILLE, FL DATE: 07/06/06 PLUMBING RISER PROJECT:060154.00 A A CHECKED:PMR C1 PLUMBING RISER DIAGRAM DIAGRAMS 1/8• - 1'-O• I I I I I I I I I I P951 1 2 S 4 b 8 7 8 9 10 11 12 13 14 I 1 2 3 4 8 0 7 8 p 10 11 12 13 14 4 PLAN NOTES < r ° e I -:' r ' ` M / M SHOWN THUS: OX STRUCTURAL GENERAL NOTES '$ f `s,7j 5 e !1 1.) 8 CMU WALL. REINFORCE WITH #5 VERT. 1. GENERAL CELL @ 32" O.C. MAX AND AT JAMBS AND r. p ?E E i E ' i 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE, AS ADOPTED AND ...w WN. (NON-LOAD BEARING SECURITY .; ..n...:;w.: ......: <<.:.:..... H .......; ONS SHOWN. SUPPLEMENTED BY LOCAL ORDINANCES. "'" k ..... 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR 6 INCONSISTENCIES. . 2 ) G.C. TO COMPACT SOIL BELOW NEW TURNED-DOWN 1.3. DO NOT SCALE DRAWINGS. lF, EDGE TO 95% PROCTOR DENSITY OR TEST TO ENSURE 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. . 1.5. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE BEARING CAPACITY OF 2000 PSF. ..., i .�^y r:anr„ . STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. ' 1.6. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICALf.,. ' . _ 3.) G.C. MAY OMIT NEW FOOTING PROVIDED AN EXISTING REQUIREMENTS. .....; ..: - N,n ..,, . :. ., f r TURNED-DOWN SLAB EDGE EXISTS OF THE SAME DIMENSIONS INDICATED ON THIS DRAWING. G.C. 1.7. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. ,# ,r=„%�' - SHALL PROBE THE DEPTH AND WIDTH OF EXISTING f is 1.8. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0-, SEE SITE PLAN. 1.9. AN INDEPENDENT TESTING LABORATORY = - TURNED-DOWN WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS - - - ` ...................................................... OF AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE OF THE EXISTING CONDITIONS TO THE ENGINEER K ENGINEER. ' K RECORD BEFORE CONSTRUCTING THE CMU WALL. 1.10. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN E APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN-APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. f k„ 1.11. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DOCUMENTS. SUBMITTALS SHALL CONFORM TO REQUIREMENTS „_ A OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKEDAPPROVED BY CONTRACTOR PRIOR TO SUBMITTAL. 3 � S100 id . NON-CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW” " E 2iirr _. : Al 1 r 2. DESIGN DATA AND CRITERIA 2.1. WIND LOADS: --- — — — — ;y 2.1.1. CODE: ASCE?-98 f , r r t i�.. _._. ,y. s 1.2. WIN V : 2 D VELOCITY: .......... r:. :. f 1 20 MPH .................:.........................................::...........................................n.......t..,........................................�.......................................h....................... ......... . .................. ....::° 2.1.3. INTERNAL PRESS. COEFF.: +/- 0.55 (PARTIALLY ENCLOSED) 2.1.4. WALL COMP. PRESS.: +/- 36 PSF 11 r 2.2. ALLOWABLE SOIL PRESSURE 2000 PSF (G.C. TO FIELD VERIFY) ' 1 I (G.C. TO VERIFY R.0. W/ Et 3. FOUNDATIONS EQUIPMENT PURCHASED) y y 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOILTi ' a, � 3.2 14,_On tt << SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY ESTABLISHED BY H „ . ' H THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BF PLACED IN LIFTS NOT EXCEEDING 12". „ f 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. ; F....S 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 3.5. SOIL UNDER FOOTINGS AND SLABS ON GRADE ARE TO BE TERMITE TREATEDAFTER SOILS HAVE BEEN COMPACTED AND FOOTING FOUNDATION/WALL PLANy4fi EXCAVATIONS ARE COMPLETED AND BEFORE PLACEMENT OF FILM VAPOR BARRIER. TERMITE TREATMENT PROCEDURES SHALL FOLLOW THE 2004 FBC SECTION 1816. SCALE: 1/4" = 1'-0" 4. CONCRETE UNIT MASONRY DESIGNED PER AC1530.1-99 ASCE6-99 TMS 60 99 KEY PLAN AREA OF 4.1. CONFORM TO THE ACI 530.1-99/ ASCE 6-99/ TMS 602-99 CODE: "SPE FICATION FOR MASONRY STRUCTURES". PROVIDE CLEANOUTS a STRUCTURAL AND PLACE GROUT AND MASONRY PER PART 3 - EXECUTION. I SCALE: N.T.S. WORK 4.2. PROVIDE MATERIALS CONFORMING TO THE FOLLOWING SPECIFICATIONS: 4.2.1. MASONRY UNITS: (fm = 1500 PSI) ..., r , „ ALL a"DEIIMM,MEIAl11�rrf AND RAGNDElATEO MI�Br1®�7MdU1�N M Owl®BY4.2.1.1.1. SPECIFICATION: ASTM C90 (HOLLOW LOAD EARING CMU) f5 -0 AND DEM011INW 011AID wE CIEATED EvaLw�,AND DEtlaoP®POR 4.2.1.1.2. COMPRESSIVE STRENGTH: '191'00 PSI AT 28 DAYS (NrT AREA) EXIST. `"E ON NO N ooNNEDTgN TM ng l60M FNOE T.M OF THE MM DENe11N►MwANeaEa11ra°"''`""' I MIALL E 11 EY 0111 DIEML TO ANY FHM FM OW COMMMI FM ANY P NIM wHATMM WMW 4.2.2. MORTAR: jj WF-BEAM THE wlrlTEll FERM 11 OF 1 4.2.2.1.1. SPECIFICATION: ASTM C270 :::::::::::: ::: ......... ::a3x3t: .4... :: :� £..................a, '`' WMIS t fiE`fl plC=IeMOR 0 A CIYOIL OFFEIN!INOw1 f UAA Mn M U MIIIg OwCLONE! 4.2.2.1.2. TYPE: M OR S L ' MAY CCNCTI M TPADE 8WW rAPN+oFRYtT+ON N YIMATM OF iCs"OM ET.8M AND 0"M LAW 4.2.3. GROUT FOR FILLED CELLS: d THE W M.MBANEMB AND 0elE11M 0000=HlB9 MY EPATM =0e R THE Malar C F PlIAIE FATE ff F 4.2.3.1.1. SPECIFICATION: ASTM C476 L3x3x1/4 IN' EXIST. METAL 2 F APPlMA1101L � 4.2.3.1.2. COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS WEB OF BM. "� ' ROOF DECK j S100 4.2.3.1.3. SLUMP: BETWEEN 8" AND 11" - L3x3x1/4 ,��%K L3x3x1/4 VERT. ' 4.3. REINFORCE WALLS WITH GALVANIZED TRUSS-TYPE REINFORCEMENT EQUAL TO STANDARD DUR-0 WAL IN BED JOINTS AT 16 O.C. ! + IN WEB OF,S6ISt EXIST. 10 T_ _ _ _ _.... G.C. ' ��� BAR JOIST EXIST. EXTERIOR T JOIST MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURERS RECOMMENDATIONS. EXTEND INTO COLUMNS. �, ,. FIELD 4.4. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILLED CELLS OF CONCRETE BLOCK d ". - ROOF STRUCTURE. 114'-3" VERIFY WALLS. VERTICAL REINFORCEMENT AT GROUT FILLED CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE X DO NOT DISTURB. CONTINUOUS AND LOCATED IN CENTER OF CELL TYp. I I 4.5. ALL OPENINGS SHALL HAVE THE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. J �° 1/8 ' n ` ' E 08/16/06 ISSUED FOR PRCIW-IWAND PERMIT E 4.6. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS. REMOVE EXIST. L HANGER ' n• L4x4x1/4 x 6" LONG 5'-0" O.C. OVER NEW I :`F RE OVE EXIST) L-BRACES-,-<,t,�, 5. CONCRETE AND REINFORCING (DESIGNED PER ACI 318-99) W/ (2)-5/8"0 X 4" LONG CMU WALL AREA 'r No. Date Revision 8ubinl�siolns i ® -0 O.C. VER NEW 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). T TB EPDXY ANCHOR INTO CMU AND I '`r CM WALL ARA H.., 5:2. CONCRETE SHALL HAVE A MAXIMUM SLUMP MP OF 5" AT POINT OF DELIVERY, O.R. 4" BEFORE A TYPE 1 OR II WATER REDUCING ADMIXTURE (1)-5/R"aJ A325 THR�,I BOLT A1�1'Ok'f' Engineering, n ® i i T TB I m ; I A AND MAX. OF 8 AT POINT AFTER ADMIXTURE IS ADDED. T HOLE INTO V S ADDED OF DELIVERY A TE IN SHORT SLOT ERT. L3x3 ` " 2295 s, Hiawassee Road, suite 415{ l� 110 5.3. CONCRETE OLDER THAN 90 MINUTES FROM TIME OF BATCHING SHALL NOT BE PERMITTED FOR STRUCTURAL WORK. ».. ......... ................... .. -0 Orlando, Florida`X28 ,�9 .,:: . ... _.__ r._ _...,....... _ w:, _ € Phone:407-291 694f} 5 — ................................................................................ .................................................. CEILING ELEV. 5.4. CAST—IN—PLACE CONCRETE 28 DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED. e � g'�. Q: BLOCK rW.................... ................_....... Fax: 407.291-6505 F 5.4.1. FOUNDATIONS 3000 PSI SEE ARCH. CEILING Florida Corporation EB-0007948 � D 5.5. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: W/? (2 -#4 CONTINUOUS BARS - - - - - - CsLNN R AMOK PE, P "47969 �'�`�""'' 5.5.1. FOOTINGS 3" 5.6. REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: NOTE: THIS DETAIL TO OCCUR AT GROUT ALL CELLS SOLD. 5.6.1. REINFORCEMENT BARS: ASTM A-615, GRADE 60, LATEST REVISION SEE PLAN NOTES FOR VERT. „ (3)-LOCATIONS: EACH END AND CENTER, -� -- � - �� ' 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 3/4 = 1 —0 OVER NEW CMU WALL AREA. O REINFORCING REQUIRED 5.8. FOUNDATIONS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE WITH VERTICAL BULKHEADS. Baker t.: 6. STRUCTURAL STEEL DESIGNED PER AISC ASD 9TH EDITION :a:.-` 8" PRECAST LINTEL 6.1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION )FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC GROUT ALL CELLS - W (l)-#5 CONT. BOT OM BAR DESIGN, JUNE 1, 1989. SOLID. SEE PLAN Barrios -` '. ...........................�.... .... ...... E C NOTES FOR VERT. � IF EXISING FTG. EXISTS OF 6.2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: REINFORCING S E DIMENSIONS SHOWN ON THIS 6.2.1. FLAT BAR, PLATE, ANGLES, CHANNELS ASTM A36 (36 KSI) REQUIRED DRAWING G.C. MAY DOWEL IN NEW 7 6.2.2. THREADED RODS: ,ASTM A36 OR A572 Grade 50 COORDINATE I VERT. CMU BARS USING HIL RE50 I ; a 6.3. CLEAN FABRICATED STEEL IN ACCORDANCE WITH SSPC-SP2 OR SP3. PRIME CLEANED SURFACES WITH ONE COAT OF PAINT CONFORMING / ARCH. & ATM y' ���:�:;':,: �..�.:..� TO FED. SPEC. TT-P-638, TO A MINIMUM 2-MIL DRY FILM THICKNESS. EPDXY W/6 EMBEDMENT MANUFACTURER 1 A'!`.,Al 6.4. PAINT SHALL NOT BE APPLIED TO SURFACES OF FRICTION-TYPE BOLTED JOINTS AND SURFACES OF ROLLED SHAPES THAT WILL RECEIVE - A SPRAYED-ON FIRE PROTECTIVE COATING. (l)-#4 CONT. 6.5. CONNECTIONS: ::. #4 BAR �( 12" LONG 24" 0.�. EPDXY INTO NAVY FEDERAL CREDIT 6.5.1. UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. EXIST. SLAB 6" a B .. I TIGHTEN BY THE TURN-OF-THE-NUT METHOD SNUG TIGHT PLS 1 2 TURN). � . :.........................................� ��� �� ,_ T SLAB UNION U . 6.5.2. WELDING ELECTRODES FOR A36 AND A572 GRADE 50 STEEL SHALL BE E70XX. RETURN FILLET WELDS FOR FRAMED CONNECTIONS .H.. ' _-------- " , ._.- REFERENCE �° ° . . _............. 1 2 AT EACH END. d _ _._. ATLANTIC VILLAGE x ......... .... ...... . .... 100'-0" . .. __...._._.,...I .. . . : .. co 7. ANCHORS AND ATTACHMENT JACKSONVILLE, FL HOOK BAR : . . 1 7.1. EPDXY ANCHORS INTO CONCRETE OR FILLED MASONRY SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN EXIST. SLAB �OO ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. - cArE= m8/116/m� 3„ NEW FTG. SEE PLAN STRUCTURAL ' CLR. NOTES 2 AND 3 PRo�Ect:m6misa.mm 1 —� rA WALL SECTION JTG AFRAMINGDRAM GR _ �� w (2)-#5 CONT. W/ �OOSCALE: 1/2" = 1'-0" , WIT 3/4" = 1'-C #3��HOR. BARS @ FOR ATM WALL S100 24 O.C. 0 1 2 3 4 5 8 7 6 0 ,o r 14j�' G FjA0x*fC,