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HomeMy WebLinkAboutBuilding Plansa I)IIT �d JS HWY. NO I jo 69, 111 Xld "0 ACANT OUT ARCEL PAD KEY SITE PLAN SCALE 1" = 50'-0" Publix Supermarket U. S. HIGHWAY 1 6 L— > Li 1 0 M V) Li 0-) 0 I--- IMENIENNIVE ME AM ACOUSTIC EA. EACH MAS, MA -law &B. Sam BASIN AC. T. ACMISWIAIL TILE ELEC. ELEC7WAL M.L MAl0f LINE SULK SETBACK AU ADJACENT aEV. MA70 MAIL MATERIAL SET. SHEET A.F.F.ABOVE FINISH FLOOR EQ. EQUAL "'. MA)IIMUM SOL SIMULATED A/C AIR 0011VOW EQUIP. EQUIPMENT MA& MASONRY &C, SOLID CORE ALT. ALMINAIE EST. ESTIMATE ILQ MASONRY WOW ALUM. ALUMINUM EX EXHAUST M.L MATCH LINE SK STAM APPROX AFPROXIMATE E.F. 1001AUST FAN MAIL MKIERIAL SPEC, SPECIFICAIDON ASB. ASBESTOS OW. DOM MAY. MKOMUM SQ, SQUARE A.B. ANCHOR BOLT E)FAN. EXPANSION MEM MEORANICAL $OR. SQUARE FOOT E.J. EXPANSION JOINT MEI& MEMBRANE SS. STAINLESS SIM B. MIL BENCH M" EXT. EXTERIOR Mt. METAL SID. STANDARD BM, BEAM MEM ME21ININE BUL OIL= FIN. FINISH MIN. MNMUM SIL STEEL BLX& MAW FL FIRE ECTINGUISHER MIST. MISCELLANEOUS S.J. STEEL BAR JOIST 80. BOARD FL FLOOR STOR. STOIRMCE 110TT, BOTTOM F.D. FLOOR ORAIN NAl. HKIUR& ST, STREET BR& BREAK M FOOTING tat'. MOT IN CONTRACT ISTRUCT. STRUCTURAIL DIX BUILDING FND. FOUNDATION KT.S NOT To SCALE SUS'. SUSIENDED &UJF. BUILT UP ROOFING , FIR. FRAME NOM. NOMINAI. M SYVIIIEWCAL NO, NUMBER CAR CANIET a GAUGE 7M TACIMARD CRP. C#NU GC. GENIR& CONTRACTOR D.C. ON CENTER TKO TACKSW Va. CATCH BASIN a. GLASS OK4 OPEIM TEL TELEPHONE CLG. mm Q GLAM CMU Off'. OPPOSIM MR REARMED. CEMENT 0,&T.CK GGLAZERSIRUCUAL TILE 00 OUTSIDE DIAMETER TEMP TEMPERED mrsm GYP. MP&N OV. Owlt THIC THICKNESS C. 70 Q MITER TO CENTI-3t G.W.B. MIMN Wa BOARD O.N. 0*301EAD T.B. it BEAM CER. CERAMIC T&G TWOUIE & GRODW VLT. CERAMIC TILE HANDCPDHAMDWPED POV. PARTICLE BOARD Tas TOP & BOTTOM C.O. CLEAN OUT HOW. KWWARE PART. PAIVITTION T.O.S. TOP OF SEE. CM CONCRETE M HEATING PLA& PLASTER IRANSF. TRANSFORNIER C. M. U. ONCREM MASONRY UNIT H.VAt HTG/VMUTft/AC PI.. PLATEMWERTY LINE 7`11P. TYPICAL COW. 0ONFERDICE HT. HEIGHT PUAIL PLUNIBING C X COLD WRIER H.C. Holiow CORE PLM PLYWOOD UR. URWA W- cw""- H.N. HC Ow METEL LOS, POIM U.S, UNDERSIDE COND. CONIXIClOR HORIZ HORIM(TAL PSE POUNDS PER SQUARE FEET CM CONNECTION ILW- HOT WATER PST. POUNDS PER SQUARE INCH M.B. VAPOR BARRIIER CONST. 0061RUCTION HI NOW W P.T, PRESSURE TREATED YAP. VARNISH 001111R OONTRACYOR PROP. PROPERTY VTJL VENT THRU ROW ell OMM01. JOINT M INCIAME W.F. VERIFY IN FED M OORRIDOR LID. INSK DIAMETER Q.TL QUARRY TILE VERT. VEIWA CORRU. CORRUGATED LP-'! INSIDE PIPE SIZE V.G. VERTICAL GRAIN 00. Fr CUBIC FEET NSLL ItAXATION RAID. RADIUS VEST, VESTOU CU. YD. CUBE YARDS INT. KMOOR REF. REFERENCE VIK VINVI. W. W"T RE4 REZTER Vkt WlYL ASBESTOS TILE BET. DETAIL REIW. REINFORCING V.W.C. WM WhLL0D*W DRAM. DIAMETER JAR. 4WICR RaL REMENT DIM. DIMENSION JT. jowl WO REQUIRED W.C. MTER CLOSET DO. DITTO REV. RE00N W.P. WATERPROOFM DIV. DIV" LAB. LARMATORY ILD. ROW DRAIN Ift WELDED WE MESH DR. DOOR LAM LAMINATED RFC, ROWING WIND. WINDOW D.F. DOUGLAS FR LAV LAVATORY RM, RDCM W.GL IWRED GLASS ON. DOWN LT. UUm R.O. ROUGH OPEIIIIING W/ WIH Da DO" SPOUT P.S. ROUGH SAWN W.O. WITHOUT 01 MAIN INLET MACH. MA(34E 0. WOW DM DRAWN M.H. MAN "a SM. SCHEDULE D.F. DRINIONG FOUNTAIN WL MAWIFACTURER SFjrT. SEM YD. YM ST LUCIE:. COUNTY PLAN REVIEW MMINIallemaymbill m 11a ,1111111 1 � 1 a j� cj elevatim no. RECEPTION mom name mom number 1 door number : A sheet no. "':i:�,slmet no. SEC71ONS 3 4�-30cft no. window number 2q�sheet no. revision number qD wall type number A-1 LIST IS I OF DRAWINGS T-1 TITLE SHEET, KEY SITE FLAN A-1 FLOOR PLAN, ELEVATIONS & SCHEDULES A-2 REFLECTED CEILING PLAN AND DETAILS A-3 DETAILS A-4 INTERIOR ELEVATIONS & DETAILS A-5 STOREFRONT DETAILS S-1 STRUCTURAL PLAN AND DETAILS S-2 ROOF PLAN & AC UNIT STAND DETAILS P-1 PLUMBING PLAN M-1 HVAC PLAN M-2 HVAC DETAILS PH-1 PHOTOMETRIC PLAN E-1 POWER FLOOR PLAN & LIGHTING PLAN E-2 ELECTRICAL INFORMATION r a$, 0 111 1110 �Fej lam ISO Lo 0 0 W C) LAJ WUW E Q L In M I C-) W yd U 0 w li V) 0 > 0 Lr) W .4:, E a_ 0) C-z 0 C=; cn F-) (D 3 ::D -c < a __j 7 6 Lj-J t9 m U5 0 0 Lj LLJ cx- %4— w D m U-11 0 CX3 LIJ C14 U) M r, ZONING DATA: ONE STORY, MULTI 'TENANT SHOFPING CENTER PROPOSED USE, BUSINESS, FINANCIAL INS-nTU-9DN z LLJ M V) WALL CABINETS PROVIDE WALL_ BACKING 74'-11" " " 8'-8" 'S" 0'-7" 5" 17'-7" 5" 9'-2- 8" 2" 7'- HOLD 1 HOLD HOLD XIS11NG REFRIGERAT MICROWAVE TBY2B O a A-2 A''a A� NKUNI BY BANKUNITED - - 3 �_- __1 6° 3" WIDE CABINETS 3 12 I I UNISEX ---- - DO LE NK I - - I I :SA:F:ED- --- COUN -------- H R TOP + 36 ek BNVKRINII J COUNTER TOP + 36 " C.S. . CUBE I 1 I I I C S.R. CUBE I I OIL EXISTING TOILET CLEAR FLOOR ISPACE _ `t 1 2 I I 102 zl 30" WIDE, 48" IDEEP u i� ® I I 111 GYP. 13NEW 0 ETAS w r- w COUNTER TOP +I 34" it TELLER WO 107 ROOM j t° TELLER AREA M3 106 I00 - I I SEE DETAIL PLAN T. A-3 L - - - - �• ii § TFUTURECD 40 5 I s (f D C n P, _„ z X z l F BREAK ROOM ''� I i I a "n i I �" A -a E OF AT SOFFIT ABOVE F c L IIa_ Ias + UNE O TELLER COUNTER BELOW I _ _ _ _ _ ,__ _ __ .,- _ _ _ _ .J EXISTING ILI 0— 1 BY U I D OUNTER TOP + 42" DOOR 5°-0" I 1 °-7" I 5'-0" � 1(CO t A -a B BAN NI A14 9 oo "BR" GLASS BY OTHER 11 C < d O SEE DETAIL PLAN #14 A-3 $ ,0 R-11 BATT INSUL° SAFE POSIT AREA : 3 -0 EXISTING HALL Q 1 to c3 ALL 4 WALLS rn �% ❑9 I - _ _ _ _ ®UNE OF SO T 0 IJNE OF SOFFIT ABOV DOOR 112 ,a 108 � I t3 is 1 A -a PHONE DATA RM. COUNTER TOP + 30" ¢ I x A®s A-3 I Tom'/ ;r vy z 113 AC UNIT 114 $ ao °� I N 4(e is G to t5" z MINI -SPLIT SYSTEM O U 1 A -a A-s -♦ a + PROVIDE WALL BACKING ® ii ! c9 1to MINI -SPOT SYS M -- /®� NDI P 1 Lo J�z I PROVIDE WALL B CKI // A ISLEW SAFEC 0 PRO ®R WA PACKING TELLER LOBBYIW W5 BY OTHERSOg1LINE OF SOFFIT ABOVE8 2 2 3 -8 2 9 8'-10 5 4 -10 5 s 5- 1 17 7 -- I CLEAR ® 1 GYto - - — C"_'-_] I- _ _ -! A -a ; - - --J MANAGERS to to <A-4 ® y '-1" AT ANGLE G I 1 15 104 19 as 7 +/ DOORS KEEPT CLOSED, LOCKED HALL TYPICAL ALL WALLS " I- 14 DURING BUSINESS HOURS UNLESS SHOWN OTHERWISE I I HEADER AT + -8 _ - - - - - - - _ ®- _ I J -`_®® CH WRITING C LINTER 4 -� � v w ;®+ " F 11 1 +3 H G 3 F I ¢ z Li (2) 3' HI ABOVE SLAB, 1 " BELOW, 2" DIAM. L- - - _ - _ _ 7 _ -. _ _ _ - _ _ _ _ _ _ _ 1 STEEL PIPE BOLLARDS, GROUT FILLED, METAL CAP. TO PROTECT AC UNIT FROM DAMAGE OUTDOOR AC UNIT FOR P IONE DATA ROOM MINI SPLIT: L 6'-0" 4'-0" 6, 0» S-1 WIDTH = 26", DEPTH = .5", HEIGHT = 23.25", WEIGHT = 55 LBS, PROVIDE 4 HURRICANE STRAPS 41 AT EACH CORNER PER DETAIL ON SHEET M-2 M• 2 1 M' 3 2'-10" X 3'-8" X 6" THICKS-1 CONC. SLAB FLOOR PLAN A-2 S_1 REMOVE EXIST. ASPHALT, KEEP ROCK BASE BELOW SCALE 1 /4" = 1 -01; 2 S-1 HEIGHT TO BOTTOM OF FIXTURE: 20'-0"- NEW ATM LIGHT: TYPE "SB" KIM #WD18X4 ` fil ( a E "1 5] I❑ r7 E n4 A -.I A� o I EATING AREA 11 D D 1 1 I _..) :�= � 7'-0" HWWALLS COFFEE MAKER I '-4 1 2"_ 6'-4 1 2" 3'-11" 7 13ANK LOBBY A�a ® 100 17 20 A -a 19 I A-4 A-4 A-4 17 9'-- 2" I39 -0" I ST SIDE I I 5" 1 ?2'-�" I O*P FRAME I I I I I I I LOAN1 I I I I I 1 a I 1 OFFIC I I I 0 1 I<1 A-4 I 1 1os I I I I I I I I L F I I I I I P I I _Jw L_1_____Z___� HEIGHT TO BOTTOM OF FIXTURE: 20'-0" ' NEW ATM LIGHT: TYPE "SB" KIM #WD18X4 22'-0" 23r-6" HEIGHT TO BOTTOM OF FIXTURE: 13'-2" HEIGHT TO BOTTOM OF FIXTURE: 13'-2" NEW ATM LIGHT: TYF'E "SC" KIM #WD18X4 NEW ATM LIGHT: TYPE "SC" KIM #WD18X4 EXISTING GUTTER EXISTING DOWNSPOUT 2 ---0 X 9 -0 PROPOSED SIGN BY SEPARATE PERMIT ❑ EXISTING PAINTED EXISTING DOWNSPOUT - _ CONCRETE 92OCK » RAISED U ted NOT COVERs� IN STUCCO : NEW RAISED STUCCO BANDS, SAME DIMENSION AS ON FRONT ELEVATION 6� 1 TOUCH UP PAINT TO MATCH AS NEEDED RADIUS = 43'-6 PAINT TO MATCH "AREA B" ON FRONT E VATION , 5 - c® 6°- "M,0 , 4'-0" " M.O. 33 -® to :. 1 I _ 2v 7 3'-8" 5" 3'- 5 1/2" 5 3' 1 5" 3'-8" 7" 30- " 7 3'-7" 0 ffi 00 t 11 cat f-g» 7". 7'-5" + VIF T - � s o EXISTING P NTED------� i C5 / © CONCRETE OCK o o NOT COVER IN STUCCO j --- I TWO PROPOSED FIXED WIND 13 MATERIALS, COLOR TO MATCHI ALUM. FINISH OF EXISTING; Lv 1E PLAZA WINDOWS, "IMPACT" G SS + FRAMEs IL BOX TWO PROPOSED FIXED WINDOWS EXISTING PAINTED MATERIALS, COLOR TO MATCH EXI G EXISTING PAINTED CONCRETE BLOCK PREP FOR NEW STUCCO NORTH ELEVATIONAS PROPOSED MIN. 1/2" THK, SAND FINISH. CONCRETE BLOCK SCALE 1 4" -' 1 n" GLASS: LIGHT TINT, IMPACT RATED, NO HURRICANE SHUTTERS PAINT TO MATCH "AREA A" ON FRONT ELEVATION NOT COVERED IN STUCCO — PARTITION TYPE SCHEDULE _ DOOR SCHEDULE ALL HARDWARE TO MATCH BANK UNITED "STANDARDS" DOOR KEY TYPE"A" EXIST. 1 HR. q IRE RATED SEE WALL SECTION 3/A-3, PATCH AS NEEDED T�ep Q 1 <iMA VISTA I .. `V �' O z c~j d; vzi z ti r. to r. HARDWARE 1. PLAN INDICATION: NOTE, WOOD FRAMES SHALL BE FINISHED TO MATCH DOOR. 13 �— DOOR MARK FRAbIES, STOPS: POPLAR, STAINED 00 ® er V) o ,., TYPE B 3 5 8 X 25 TB fz3EXIST. CEIL G 1D. W� 1 " ALL WALLS TYPE B U GA METAL STUDS AT 24 O.C, FROM SLAB TO UNDERSIDE +?O -Q ++// LAYER EA. SIDE 5/8" GYP. BOARD, PROVIDE "ZIP" BEAD AT TOP EA, SIDE LESS NOTED SEE WALL SEC110N 5 A-3 2. DOOR TYPES: BANKUNITED STANDARD 1 WAY GLASS TYPE "C" EXIST. 8" C U: ADD NEW 1X2 PT DOUBLE FURRING, 5/8" GYP, BD.,R--5 ALFOIL INSUL° cc z 0C SEE WALL SECTION 6/ -3 0 w a z U � g 2 9 � o! i tYi » » , » TYPED 7-0 HIGH D » - /- OPEN ABOVE GLASS DIVIDER W/ 1/4 TEMPFF?ED SAF"ETY GLASS In SIZE O 0 n � ® REMARKS s 3`-0" X 7'-0" X 1 3/4" SEE ELEVATIONS, DET JLS, NOTES SHEET A-3, A-4 1 g AL ALC AL YES 1 5" DE EXIST. STOREFRONT DOOR TYPE E" 7 -0 HIGH EN ABOVE 3 5/8 X 25 GA. MET. STUDS 16 Of,, (22X4 S TOP, + VERT AT "I! 2 3'-6" X 6 -8 X 1 3/4 A H M HM YES 7 E NORTH SIDE, , GYP. B). AT TOP, STEEL AT BASE, NORTH S1DE, 2" x 1 8" X 8" X 8' EXIST, H.M. EXTERIOR DOOR A (AA) B AT STL "L" (3) 1/4" X 2" CONC PEN TO SLAB +(1) 3/8" LAG MAI rS TO VERT ()) '�X4'S 3 " » A (BB) PANEL 12 X 18 , TOP AT +6' s D , ' ' PATCH GYP. BD. TO MATCH EXIST. AS REQUIRED "J" 3 -0 X 6 -8 X 1 3/4 Sc WS W W 4 4 B SC WS TS W 5 W 2 6 3. DOOR CONSTRUCTION: 4. FACING & FINISH: 3 4 HC = HOLLOW CORE 1 WP = WOOD PAINTED (SEMI -GLOSS) HM = HOLLOW FETAL TYPE "F" EXISTING PARTITION, F AT NEW NORTH WINDO : RETURN GYP. BD. TO WINDOW FRAME, ADD BEAD, SEALANT. ALC = ALUMINUM COLOR ESP WHITE GA. METAL STUDS AT 24 O.C. FROM GYP. BD. 0 THE ER U TO BOTT 5 A SC WS W I W YES 4 AL = ALUMINUM( & GLASS MP = METAL PAINTED 2 SC = SOLID CORE WS = WOOD STAINEC, RED OAK, STAIN AS SELECTED TYPE-G-_S__579-_X__25__ G EXIST METAL ROOF DECK W/ 5 8" GUP. BD. ON ALL EXPOSED SIDES UP TO EXIST, GRID W/ SAME ZIP BEAD AD ABOVE 6. FRAME FRAyME MATERIAL: ATION NOTES SPECS. 6 ® SC WS 1 W 5 7 B SC WS TS W W YES 4 HM � HSLL.OW METAL5. GLASS: AL = ALUMINUM fS =TEMPERED SAFETY 3 4 N = NONE GYP. BD. L. = LAMINATED IMPACT GLASS LEGEND TO FLOOR PLAN & ELE 1❑ NEW FIRE EXTINGUISHER SEE ® NEW STOREFRONT FRAMING SYSTEM, NEW GLASS, SEE DETAILS 8 A SC WS W 6 OP NING ONLY 1 W S = 44 HI, GATE WOOD = BANKUNITED STANDARD 1 WAY GLASS FRAME SEE DET, PANEL 12" X 18', TOP AT +6' ®REPLACE WHERE DAMAGEDS OF BY THIS PT MITB R TYPE "X" "SEEFlWALRE L SECT.GYP. 3 A-3 FOR 9 A SC WS, W W YES 4 2 8. 88R S Oj� .PS: W = WALL STOP, F =FLOOR STOP / H CHAIN FIRE ASSEMBLY TEST AND R QUIRED 24" LAPPING OF ALL GYP. BD. JOINTS. 10 q SC W ,+y YES 4 r 2 4= PROGRAMMABLE LOCK SEE SPEC. 4 4' X 8' X 3/4" CD PLYWOO ❑ BACKBOARD, FLAT BLACK PAINT 1 = RE KEY 5 = PASSAGE ADA LEVER PROVIDE 4" DIAM, 18" LONG MET, ELEC. CONDUIT, CENTER ON DATA RACK 11 A SC WS W W 4 2 = KEY, ADA LEVER 6 = PRIVACY ADA LEVER 6" BELOW LAY IN CEIL, STIR kP TO WALL, PLASTIC TRIM BOTH ENDS. 3 = PUSH PLATE AND PULL ADA HANDLE 7 = ADD EXIT ALARM LOCK, SEE SPEC. ®PROPOSED WEST WALL SIGN OCATION, SEE PLANS BY OTHERS, SEPARATE PERMIT. 12 (2) 2'-0" X 6'-8" X 1 3/4" AA SC WS W 2 5 ❑6 PROPOSED NORTH WALL SIGN LOCATION, SEE PLANS BY OTHERS, SEPARATE PERMIT. 13 3'-0" X 6'-8" X 1 3/4" A SC WS W W 6 EXISTING REMARK LEGEND, 2. DOOR VIEWER, HEIGHT AS PER BANK UNITED SECURITY STAFF 0 PROPOSED FIXED GLASS IN W MASONRY OPENINGS ON NORTH SIDE WALL SEE NOTES, nOOR BASE 3. GLASS IN DOOR = TEMPERED SAFETY GLASS SCHLAC HARDWARE A -SERIES CYLINDRICAL' LOCKS, ADA LEVER "LEVON" 605 BRIGHT BRASS 4. MIN. 5" WIDE DOOR STILES, TOP SAME. DETAILS FOR MASONRY CE REINFORCING & NEW LINTEL ABOVE. HINGES TO MATCH 605 FINISH 5. INACTIVE DOOR, TOP BOLT ® PAINTED BREAK METAL "U" AT END OF WALL 0 MULLION, SEALANT TO ALUM, FRAME. EXIT ALARM LOCK: VON DUPRIN GARD-X, 2670, FINISH US28 CLOSERS: LCN 1070 6. 1 1/2" BOTTOM UNDERCUT, ABOVE CARPET/ TILE NO FASTENERS FROM TRIM CLOSURE TO WINDOW MULLION PROGRAMMABLE LOCK: KABA ILCO CORP. SIMPLEX 1_1000 SERIES, ADA LEVER 2 SIDES ❑9 TS-1 METAL STRIP AT LOCATION SHOWN FOR CHANGE IN FLOORING MATERIALS, SEE NOTES RE DOORS. MIN. STILE REQUIREMENT:5" GLASS DOORS FINISH BRIGHT BRASS 3, S05 PASSAGE FUNCTION FROM NON-PUBLIC/CUSTOMEG SIDE FOR FIRE EGRESS, NO KEY. #L�L/R)103-5-03 10 ADD 3 5/8" MET. STUD FRAMING THIS AREA SO EXISTING PANEL COVER, AIND NEW (PANEL COVER IVES # 698 190 DEGREE WIDE ANGLE DOOR VIEWER, BRASS. I ISH FLUSH W/ NEW GYP. BD. NEW PANEL TO BE RECESSED TYPE, VERIFY EXIST. IS SAME, FOR COVER. 11 HANDICAP ACCESSIBLE TELLER COUNTER: 12" DEEP, 36" WIDE, 6" RAD., 1 1/2' THK. PROVIDE FULL HT. MET STUD/FURRING AS REQUIRED, TO "BOX -IN" EXISTING FIRE REQUIRED PLUMBING FACILITIES: TENANT OCCUPANCY = GROUP B, BUSINESS TOP AT +34% (2) 45 DEG. MICA BRACKETS FOR SUPPORT 1® SPRINKLER VERT. PIPE, ADD 5/8 GYP. BD., AT EXIST, VALVE: PROVIDE 8" X 8 GROSS AREA = 1875 SQ, FT. < OCCUPANCY LOAD = 1875/100 = 19 PERSONS 12 2" DIAMETER GROMMET HOLE , W/ BLACK PLASTIC RINGS, COVERS MILCORE METAL KEY LOCK ACCESS DOOR, PAINT, PRIME TO MATCH WALL PAINT WATER CLOSETS REQUIRED FOR 19 PERSONS (ONE WC. PER 50 MEN AND WOMEN)= 1, PROVIDED == 1 TELLER COUNTER: 2 PER TEL ER STATION AS SHOWN. AT BACK COUNTER, 15 PROVIDE 2X BACKING THIS WALL FOR ATTACHMENT OF BANK PROVIDED 42" LAVATORIES REQUIRED FOR 19 PERSONS (ONE LAV., PER 80 MEN/WOMEN)= 1, PROVIDED = 1 LOCATE ABOVE ELEC. OUTLET/PHONE-DATA ®TOPCAT WRITING JACK BELOW. 1/2" THK. WALL MOUNT PLASMA TV. APROX. 40" WIDE, 25" HI, 3" DEEP, 75# BANK TO PROVIDE GC W/ SPECS FOR TV MOUNT BRACKET, AND MOUNTING NEIGH DRINKING FOUNTAIN: BOTTLED WATER DISPENSER PROVIDED, LOUNGE, DUAL DISP. CUP HEIGHT, ADA (2) 45 DEG.I6ICA BR'ACKETSDFOR SUPPORT SERVICE SERVICE SINK: NONE REQUIRED, FLOOR DRAINS, NONE REQUIRED H go 2 o iZ I � oo I z ZBE I F= �s EXIST( DOOR G o a ® g zz CZ I �a 2 I Lo Lo I I a° a 1 4w I 1- I (n I I .T J AL I EQUAL 1 A-5 il B ON n k U LOCATE NE LIGHT AT CENTER OF 4' WADE +/- it e c . . ... ... LOCATE NEW LIt11 T AT CENTER '"�� f +/•_ PIER BELOW "AREA B" AREA A" WEST ELEVATION AS P OP WEST ELEVATION AS r r r Ilt ROOM FINISH SCHEDULE ALL FINISHES TO MEET NFPA 101 38.3<3 _ ROOM NAME ROOM NUMBER FLOOR BASE iNALLS CEILING REMARKS: CODE MAT'L. MAT'L MAT'L. MAT°L. BANK LOBBY 100 MM A3 F 2 ATM ROOM 101 AA A2 F 1 _ CSR DESK AREA (2) 102 FF A3 F 2 _ TELLER LOBBY 103 MM A3 F 2 _ MANAGERS OFFICE 104 FF A3 F 2 LOAN OFFICE FF A3 F 2 TELLER AREA 106 FF A3 F 2 TELLER WORK ROOM 107 FF A2 F 1 SAFE DEPOSIT AREA 108 FF A3 F 2 COUPON BOOTH 109 FF A3 F 2 LOUNGE 110 AA A2 F 1 _ UNISEX TOILET ROOM 111 MM A4 FS 1 HALL 112 MM A2 FS 1 FILES 113 AA A2 F 1 PHONE DATA ROOM 114 AA A2 IF 1 _ GENERAL NOTES: 1. ALL GLASS IN ATM ROOM: ADD FLAT BLACK OPAQUE PAINT TO ROOM SIDE 2. NEW 10# WALL MOUNT FIRE EXTING. ABC, ADA HEIGHT, 48", 2 REQ. 1 AT EACH EXIT DOOR 3. NEW BUILDING STANDARD MIN. 6" HI. ADDRESS NUMBERS, FRONT + BACK DOOR "7526" 4. 16" DEEP COUPON BOOTH COUNTER TOP, FOR 60" CLEAR DIAM. ADA TURN AROUND SPACE, TOP AT +30" AFF, MIN. OPEN KNEE SPACE BELOW = 27" HIGH `-- NEW ATM AND FIBERGLASS SURROUND SURROUND COLCIRS: STANDARD "BANKUNITED" BLUE. NEW ATM LIGHT: TYPE "SB" KIM #WD18X4 ALL CONDUIT FOR NEW LIGHTS, NOT r- HEIGHT TO BOTTOM OF FIXTURE: 18'-6" ROOM FINISH KEY SCHEDULE -_ — KEY TO FLOOR FINISHES KEY TO WALL FINISHES AA VINYL COMPOSITION TILE F GYFSUM WALLBOARD PAINTED FF CARPET GLUED DOWN FS GY-''SUM WALLBOARD PAINTED MM PORCELAIN TILE WASHABLE SANITARY TYPE TO CELL. ALL 18" X 18" KEY TO BASE:: FINISHES KEY TO CEILING FINISHES A2 4"VINYL. FOR SEE NOTES ON CEILING PLAN FOR ALL CEILING TYPES, ETC. A3 WOOD 5 1/2- X 3/4" STAINED 1 2X4 ACOUSTIC LAY IN A4 PORCELAIN TILE'' 4" X 18" TOP EDGE POLISHELD 2 2X2 ACOUSTIC LAY IN 5 GYPSUM WALLBOARD PAINTED ROOM FINISH NOTES AND GC PROVIDE-D EQUIPMENT SPECIFICATIONS: 1. TS-1 = METAL TRANSITION STRIP, SCHLUTER-I;'IENKO-TT<, SIZED FOR CARPET TO TILE, CARPET TO VCT, TILE TO VCT FLOAT FLOOR SLAB AS NEEDED SO THAT ALL FINISHED FLOOR SURFACES ARE LEVEL TO WITHIN 1/8" LEVEL VARIATION 2. BANKUNITED STANDARD CARPET: MANUF: BEN'TL.Y PRINCE 'STREET STYLE: (TO BE SELECTED BY BANK, PROVIDE ALLOWANCE, STATE IN BID) REP.: SEAN DGVORE 1-954-610-5882 3. BANKUNITED FLOOR TILE: SIKES TILE CO., 18"X18", PRIME GENESIS BEIGE #20 BASE 4" X 18" SAME AS FLOOR TILE, 4. BANKUNITED VINYL COMP. FLOOR TILE: ARMSTRONG, #51830, COTTAGE TAN, 12" X 12" 5. BANKUNITED VINYL BASE: MERCER #206 LIGHT BEIGE:, 4" COVE. 6, BANKUNITED INTERIOR WALL PAINT: BENJAMIN MOORE , LINEN WHITE COLOR, EGGSHELL. ALL WALLS U.N.O. TELLER LINE, BACK WALL ACCENT PAINT: BENJAMIN MOORE: , #2162-50 ARIZONA TAN COLOR, EGGSHELL TOILET ROOMS, 4 WALLS, SAME AS STANDARD PAINT, SEMIGLOSS, WASHABLE. 7. BANKUNITED STANDARD ACOUSTIC CEILING. PUEkLIC AREAS,: ARMSTRONG FINE FISSURED #1732, 24" X 24" X 5/8" ANGLED TEGULAR EDGE. AT NON--PU LIC AREAS: 24"X48"X5/8" FINE FISSURED # 1729 2 X 4 GRID AT +10'+ /- IS EXISTING, (2X2 AT TOILET RM), INCLUDE IN BID AT AREAS SHOWN ON SH . A-2 COST TO ADD 2' MATCHING "T" FOR A 2' X 2' GRID. AT EXIST. TOILET TO BE REMOVED: ADD 2' X 1" MATCHING GRID AS SHOWN, CEIL (PLAN. 8. LOUNGE REFRIG.: KENMORE 21 C.F. ## 64264' BISQUE_ W/ ICE MAKER BY BANKUNITED 32 1/2" WIDE X 66 1/2" HIGH X 32" DEEP. AITH ICED MAKER, G.C. TO ROUGH IN 1/4" C.W. LINE MICROWAVE BY BANKUNITED. 9. BANKUNITED STANDARD PLASTIC LAMINATE: TEL.L°ER LINE MILLWORK: TELLER COUNTER TOP, HORZ. ONLY: FORMICA #I271-90 BLACKSTONE (POLISHED FINISH) COUNTER TOP VERT, EDGES, ALL OTHER EXPOSED SURFACES: FORMICA #7008-43 ACAJOU MAHOGANY CHECK WRITING COUNTER: TOP, H3RZ. ONLY: FORMICA 1271-90 BLACKSTONE (POLISHED FINISH) COUNTER TOP VERT. EDGES, ALL OTHER EXPOSED SURACE'ES: FORMICA #7008-43 ACAJOU MAHOGANY COUPON BOOTH TOP: ALL EXPOSED SURFACES: FORMICA 47008-43 ACAJOU MAHOGANY TELLER AREA BACK WALL MILLWORK: ALL EXPOSED SURFACES: FORMICA #7008-43 e4CAJOU MAHOGANY TELLER WORK RM. MILLWORK: ALL EXPOSED SURFACES: FORMICA #920-58 ALMOND MATTE FINISH BEAK RM. COUNTER TOPS,: FORMICA #914-5B MARINE BLUE MATTE FINISH. BREAK RM. WALL, BASE CABINETS: FORMICA 56-58 NATURAL MAPLE, MATTE FINISH. 10. ALL FINISHES, UL CLASS "C" MIN. 11. ALL FLOOR MATERIAL CHANGES 1.0 BE UNDER CENTER LIME OF CLOSED DOOR s i • � t It . • i d z w 4n O m Rem 13 1 I r; =0=4 lI�`i FT. EFLECTED CEILING PLAN SCTLE 1/4" = l'-O" I-DIUS: A 5 LEGEND TO REFLECTED CEILING PLAN AND SECTION NOTES: IT] NEW GYP. BD. CEILING AT +9'-0": 3 5/8" X 25 GA FRAMING, 24" O.C. W1 1 LAYER 5/8- GYP. BD. F2 I NEW GYP. BD. CE LING AT +8-0": 3 5/8- X 25 GA FRAllAING, 24" O.C. W/ 1 LAYER 5/8- GYP. BD, AREA OF EXIST. 2'X4' GRID AT + 10'-0" REMOVE ANY EXIST. CEIL TILES, ADD NEW PER SPEC SHT A-1, ARMSTRONG #1729 AREA OF EXIST. 'g',X4' GRID AT + 10'-0" ADD NEW 2'-0"' X 1" NOM. 'IT" MEMBER, MATCH COLOR, WIDTH OF EXIST. AT PROVIDE 2' X 2' GRID. ALL NEW CEIL TILES, ARMSTRONG #1732, SEE NOTES SHT. A-1 El RECESS IN SOFFIT CEILING FOR LIGHT FIXTURES, SEE ELECTRICAL PLANS FOR DESCRIPTION F_J TYPICAL NEW RECESSED LIGHT FIXTURE SEE ELECTRICAL PLANS TYPICAL NEW AC SUPPLY AND RETURN, SEE MECHANICAL PLANS RELOCATED EXISTING AC UNIT SUPPLY AND RETURN SMOKE DETECTOR KEY SWITCH, WARNING LIGHTS SUGGESTED NEW LOCATIONS FOR RELOCATED AND NEW F-IRE SPRINKLER HEADS, G(o" TO INCLUDE IN BID: ENGINEERED SHOP DWGS. FOR PERMIT TORELOCATE, ADD NEW HEADS TO MATCH FXISTING TYPE. H NEW SURFACE MOUNT LIGHT FIX. El PARTITION FROM +6'-8" UP TO METAL. ROOF DECK, SEE )RESCRiFTi3N OF PARTITION "G" SEE SHT. A-1 E "BR" GLASS PANELS BY OTHERS 13] AREA OF EXIST. .'X2' GRID AT—+-10'—O" +/—, REMOVE ANY EXIST. CEIL TILES, ADD NEW PER SPEC SHT A-1, ARMSTRONG #1732 14 PARTITION FROM SOFFIT CEIL. UP TO METAL ROOF DECK, SEE DESCRIPTION OF PARTITION "G" SEE SHT. A-1 151 EXIST. GRID THIS AREA TO REMAIN, CONSTRUCT SOFFIT FRAMING TO MISS GRIE) MEMBERS. H REMOVE PORTION OF EXIST. GRID THIS AREA, ADD NEW AS SHOWN FOR LIGHT, AC ----------- 14 1 9 i 9 II II SIMIL.AR A_2 Data-- 2 SlILAR 9 NOTE: EXISTING BUILDING CONSTRUCTION TYPE = "UNPROTECTED". EXISTING CEILING IS NOT PART OF A FIRE RATED ROOF/CEILING ASSEMBLY. SOFFIT PARTITION: 3 5/8" X 25 GAUGE METAL STUDS 24" O.C. STUDS UP TO RUNNER FASTEN TO ROOF STEEL DECK PER NOTES SAME FRAMING AT 45 DEG. BRACING EA. VERT. STUD TO ROOF DECK RUNNER LAP ALI- FRAMING, 4 OF #10 TEK SCREWS AT CORNERS, OUTSIDE CORNERS PROVIDE: CONT. 2" X 2" X 25 GA. BREAK METAL ATTACH TO FRAMING WITH //I 16of PAN HEAD SELF TAPPING S.M. SCREWS , 2 AT EACH STUD, AND 6 O.C. AT CORNER FRAMING TO CONTINUE UP TO STEEL BAR ROOF DECK ABOVE, PROVIDE CONT. 3 5/8- X 25 GA. RUNNER AT BOTT. OF JOISTS ATTACH FRAMING AND RUNNERS TO DECK W1 P.A.F. AT 8- O.C. VERT. STUDS TO RUNNER: ATTACH W/ 2 #10 S.T.S.M.S. AT EACH SIDE. I EXISTING DECK ' /E>fISTI S-IiEL BAR v-r\ ISTS [114 141 11-5 EXI"TING LA,( IN CEILING AT +10'.-0" 15] 3 1 a Ff I 3 I BOTT SOFFIT + I TT S9'.-0" 1 �L - - BOTT SOFfIT +9'-0" 1 5 BO 2 SOFFIT +8'-0" — — — — — — — — — — L — — — — — — --- — — — - A-2 11 BOTT SOFFIT WALL +6'-8" I. ® 12 j! � F— I \A-31 SECTION I----------- r2i�SECTION tA- 2 SCALE 1/2" = 1'-0" A -2) SCALE 1" = l'-O" � A IT SOFFIT +9'-0" 2- X 2% 25 GA, CONT "L SECTION 3 A -2) SCALE 1 it-o" TUDS 24" O.C. A 4' X 9" WIDE RECESSED LIGHT FIXTURES, 16'-0" (NOM-) LONG, I 113- TO ORDER TYPE F FLikN(.7ES FOR TRIMS. T + 8'- 0" GENERAL NOTES 1 THE CONTRACTOF SHALL VISIT THE JOB SITE AND BE RESPON— SIBLE FOR VERIFI ATION OF ALL EXISTING CONDITIONS 2 THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORK— MANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE AND NATI NAL BUILDING CODES AND ORDINANCES, 3 THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS TECHNIQUES, SEQ ENCES OR PROCEDURES OR FOR SAFELY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH S ALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS 01 THE WORK INCLUDING, SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS, & SEPARATE OWNFi� CONTRACTS. 5 DO NOT SCALE D AWINGS FOR DIMENSIONS 6 ANY CONFLICTS CR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEVIENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS S ALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 7 ALLOW FOR CONTINUED BUILDING OPERATION DURING CONSTRUCTION. 8 EXISTING AND PR POSED OCCUPANCY PER F.B.C. = GROUP B BUSINESS OCCU ANCY 9 S.F. AREA OF WOK UNDER THIS PERMIT = 2000 S.F. 10 TYPE OF CONSTRUCTION PER .F.B.C.: TYPE V NON PROTECTED BUILDING 1 STORIES, 12 FIRE STOPPING REQUIREMENTS: PENETRATIONS TH OUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHE SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM—E-814 14 PORTABLE FIRE EXTINGUISHERS — PROVIDE (2) SEE PLAN COMPLY WITH N.P.F.A. 10. PROVIDE MP-10 (ABC EXTINGUISHER CONFIRM ALL LOCATIONS WITH IRE MA SHALL. 15 ALL DOORS, TO JAVE DOOR HARDWARE TO COMPL'( WITH NFPA 101, LIFE SAFETY CODE, 2000 EDITION SECTION 7.2.1.4, .2.1.5 AND 7.2.1.7, AND 7.2.1.8 SELF CLOSERS TO BE AS PER SAME CODE 7.2.1.9 16 ALL INTERIOR FINISHES SHALL BE CLASS "C" MINIMUM THROUGHOUT 18 ISOLATE PLUMBING PIPES FROM SURROUNDING STRUCTURES WITH RESILIENT MOUNTS AND SEA ALL OPENINGS AS REQUIRED TO MAINTAIN FIRE AND STC RATING ROOF DECK P.A.F. TO DECK (2) TO BRACE WALLS OVE '-0" LONG PROVIDE 45 DEGREE, METALS D BRACE AT 4'-0" OC TO RO F STRUCTURE ABOVE AT ALL WALLS , AT S DE OF DOORS: PROVIDE ABOVE BRACE CLG. SEE PLAN FOR HEIGHT 3 5/8, 25 GA. METAL RUNNER & FIRESTOP ~�3 /B§- 25 L A. METAL STUDS AT 24" 5/8" GYPSUM BOARD EACH SIDE BASE - SEE FINISHES 3 5/8% 25 GA. METAL RUNNER W/ P.A.F. TO CONCRETE SLAB 0 24" O.C. NON FIRE RATED TYPICAL PARTITION TYPE "B" WALL SECTION J WALL SEC11ON: A-3 SCALE: 1 1/2* =1'-O" i- 2 ® 1 r DETAIL AT / � FLOOR LEVEL CHANGES A NOT TO SCALE NOTE: THIS DETAIL APPLIES TO: LAY IN CEILING FLOOR AREAS WITHIN THE ENTIRE SCOPE OF WORK i SEE PLAN FOR HEIGHT FOR THIS PERMIT, INCL. AT ALL DOORS, TILE FLOORS, CLG. THE ACCESSIBLE ROUTE THICK GYPSUM BOARD �----DOUBLE 1X2 PT FURRING AT 16" O.C. R-5.0 ALFOIL TYPE 1 A INSULATION + UP TO ROOF DECK + EXISTING 8" MASONRY WALL rEj� TYPICAL PAR111ION TYPE "C" WALL SECTION A-3 %SCALE 9 1/2* =1'® 0" �-� ) r ❑1 ONE HR. FIRE RATED P TION PER GYP. ASSOC #WP-1200 Ell ONE HR�FIRE f�'ATED P TiTiON PER GYP. ASSOC4VP-1200 ONE LAYER EA SIDE OF 5 8 TYPE X GYP. BD. & METAL STUDS ONE LAYER EA c,I E OF ,,TI TYPE R GYP. BD. &METAL STUDS ® MAX. 4 DIAM EMT. OR M X 4 DIAM. STEEL CONDUIT [] MAX. 4" DIAM. COPPER PIPE ® MIN. 1 /4" CROWN OF "HILT" CP 618 FIRESTOP PUTTY SUCK AT POINT OF C%()NTACT[j] MIN. 1/2" BEAD OF "HIL`(]" CP 606 FLEXIBLE FIRESTOP SEALANT AT POINT OF CONTACT ® MIN. 5/8" DEPTH OF -HILT CP 618 FIRESTOP PUTTY STICK [�7 MIN. 5/8" DEPTH OF "HILT]" CP 606 FLEXIBLE FIRESTOP SEALANT NOTES: 1. MAX. DIAM. OF OPE41NG = 5.5" NOTES: 1. MAX. DIAM. OF OPENING = 5" 2. ANNULAR SPACE MIN. 0", MAX. 1" 2. ANNULAR SPACE = MIN. 0" MAX. 1/2" U.L SYSTEM NO. WL 1175 MET PIPE 3. PIPE MAY BE AT ANGLE N& GREATER THAN 45 DEG. THROUGH A 1 OR 2 HR. FIRE FATED GYP. BD. PARTITION U.L SYSTEM NO. WL 1290 METAL PIPE 1 PENETRATION SECTION DETAIL THROUGH A 1 OR 2 HR. FIRE RATED GYP. BD. PARTITION A-3 NOT To SCALE // 2 PENETRATION SEC11ON DETAIL AIL A-3 NOT TO SCALE NOTE: THIS TENANT SEP RATION PARTITION, ON THE SOUTH SIDE OF BANK UNITED SPACE, IS EXISTING, CONSTRUCTED OF 1 HR. TESTED SYSTEM. SECTION SHOWN TO INFO M BUILDING DEPT. OF EXISTING CONDITIONS, AND TO PROVIDE BASIS FOR THIS G.C. TO REPAIR ANY EXISTING PARTITION PENETRATIONS. 7 FOR PIPE PENETRATIONS, SEE DETAILS 5 and 6 THIS SHEET 2 FIRE SEAL TOP OF WALL 4 TO UNDERSIDE OF METAL DECK METAL ROOF DECK PER UL SYSTEM # HW-D-0042 OR EQUAL, SEE ATTACH!_D UL SYSTEM SHEET - — P.A.F. TO DECK (2) LEND TO NOTES: WALL SECTION O EXISTING CONC. SLAB TO BRACE WALLS OVER 6' 0" LONG PROVIDE 25 GA. RUNNER W/ P.A.F. ® 24" O.C. 45 DEGREE, METAL STU BRACE AT 4'-0" OC TO ROOF UCTURE ABOVE 5/8" TYPE "X" DRYWALL ONE LAYER EACH SIDE 3 5/8" METAL STUDS, 25 GA 16" O.C. AT ALL WALLS , AT STRIKE SID OF DOORS: PROVIDE ABOVE BRACE NON FIRE RATED 2X4 LAY IN CEILING SEE PLAN OR HEIGHT 3 6 ONE HOUR RATED ASSEMBLY PER GYP. ASSOC. #WP-1200 CLG' 3 EXISTING METAL ROOF DECK 3 5/ , 25 GA. METAL RUNNER & FIRESTOP VA HOUR FIRE RATED METAL STUD GYPSUM BOARD PARTITION T A )VIDE ONE LAYER 5/8" TYPE "X" GYP. BD. AT RIGlS 25 ANGLES PARALLEL TO EA. SIDE, OF 3 5/8 METAL STUD ' 16" O.C. MAX, WITH 1' TYPE "S DRYWALL SCRE OTTOM RUNNERS, AND AT 8" O.C. TO VERT. EDGES, 12' O.C. AT TOP AND ORIZON1rAl JOINTS :RMEDIATE STUDS, STAGGER ALL VERTICAL AND 24" AT EACH SIDE AND AT OPPOSITE SIDES. 3 WALL SECTION: I PARTITION TYPE "A" -3 SCALE 3/4" = 1 0 8.�5/fI J5ALGA. METAL STUDS AT 24" ® 5 " GYPSUM BOARD EACH SIDE BASE - E FINISHES �3 5/8", 25 METAL RUNNER W/ P.A.F. TO CONCRETE 0 24" O.C. hiFIRE �. RATED mlp-,T�YPICAL PARTITION }, 7'-0" CLEAR IN SIDE MIN. 12" 42" 36" TO C. J I �..H.L I 10 a { ( 60" DUJM. \\ o I ® CLEAR FLOOR SITCE I 9t i I I A- 60" WIDE X 56" DEEP I ! W.C. CLEAR FLOOR SPACE f 4 I 12 \ 30" WIDE X 48" DE A-3 0> %118. CLEAR OR ACE I 2" DIAM. HOLES FOR BX POWER CABLE DETAIL TOILET ROOM FLOOR PLAN 8Z HANDICAP ACCESSIBLE UNISEX ASCALE 1/2" = 1'-O" PLUMBING PIPES TO LAVATORIES TO PROTRUDE A MAXIMUM OF 6' FROM WALL - CONTRACTOR TO INSULATE PIPES AGAINST CONTACT a � W g g g xZ m { zz __ _ 6" MAX` z 0 aD 5 'oN, 12 LAVATORY ¢W-3 SCALE DETAI►_ 1 1/2" = 1'-O" 2" DIAM. GROMMET SANITARY TOILET ROOM WALL, BASE, FLOOR FINISHES WALL FINISH WASHABLE TO +5'-0" NOTES: 1. SEAT. 17" TO 19" TO TOP OF SEAT OVE FLOOR 2. GRAB BARS: 33" TO 36" TO CENTER, ABO FLOOR 3. GRAB BARS: 1 1 /4' TO 1 1/2" DIAMETER, 1 /2':" SPACE FROM WALL. 4. TOILET TISSUE HOLDER TO BE 19" FROM C NTER °i0 FLOOR. 5, W.C. FLUSH CONTROL, MAX. 44" ABOVE FL OR, A41) SHALL BE OPERABLE WITH ONE HAND z_ & SHALL NOT REQUIRE TIGHT GRASPING, P CHINiG OR TTWI`,'STING OF THE WRIST. THE FORCE REQUIRED TO OPERA CONTR SHALL. BE NO GREATER THAN 5 Ibf. v z 36" 6" 12p 42" Q II i z r� 36"' TO CENTER � EX ST. WATER LOSET- HEIGHT OF SEAT TO BE BETWEEN fa 17 - 19" A. F. 18" w 7 HEIGHT TO WC RIM = 17" - 19" 9 INTERIOR ELEVATION A-1 SCALE 1/2" = 1'-O" LEGEND TO TOILET ROOM NOTES: 1�] WC SEAT: 17" TO 19" TO TOP OF SEAT ABOVE FLOOR 2. GRAB BARS: 33" TO 36" TO CENTER, ABOVE FLOOR EXISTING _M GRAB BARS: 1 1/4" TO '1 1/2" DIAMETER, 1 1/2" SPACE FROM WALL. EXISTING TOILET TISSUE HOLDER TO BE 19" FROM CENTER TO FLOOR. W.C. FLUSH CONTROL, MAX. 44" ABOVE FLOOR, AND SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO OPERATE CONTROL SHALL BE NO GREATER THAN 5 Ibf. EXISTING 7 NEW PLUMBING PIPES TO LAVATORIES TO PROTRUDE A MAXIMUM OF 6" FROM WALL- EXISTING CONTRACTOR TO INSULATE PIPES AGAINST CONTACT ® NEW TOILET ROOM SIGN TO MEET ADA CODE LEGEND TO TOILET ROOM ACCESSORIES: { ALL TOILET RMS.: FIXED MIRROR, STAINLESS S n- FRAMED 3' HI BY WIDTH AS REQ. TOILET PAPER DISP'19" A.F.F. TO CENTER, PUBLIC TOILET RMS.: HA44DICAP GRAB BARS, 42" LONG BOBRICK #B-6806 X 42", °$ 1/2" DIAM., SATIN FIN. A.F.F. 33-36' TO CENTER EXISTING AND LOW VOLTAGE CABLES 2" DIAM. GROMMET 1/2" 1 33 1/r2"-------------- 1/2" - . 3/4" 13/4" 1 LOWER COUNTER JOP TOP Al +34", 12 DEEP MOUNT IJ BOXES FOR BOTH POW AND \ I 1 1/2 EC',GE \ 1 ALL LOW VOLTAGE USES 1 (2) 3/4" PLY. BRACKETS i TO UNDERSIDE OF COUNTER TOP 3/4" PLY. / MDF BOARD --.-___.._ I 1 1 I P FULL HEIGHT 1--- -- BR PANEL, PROVIDED. INSTALLED i N ALL PARTS COVERED W/ I BY OTHERS, ALL OPEN SPACES I PLASTIC LAMINATE PER SPECS. SHT. A-1 1 i II I I I 3/4" TYPICAL DIVIDERS I 3/4" PLY. / MDF BOARD WITH 45 DEG. CUTS I PLY OR MDF I I ATTACH TO SL, B W/ 2',X?' METAL "L" 0ACKETS ALL PARTS COVERED W/ I I 4" PLASTIC LAMINATE PER SPECS. SHT. A-1 I I I I 8 ---- r---- HARDWOOD, STAINED WOOD BASE I 1 SEE: SHEET A-4 itL 13 TELLER LINE SECTION VA--3)SCALE 1" = 1'--O" v 1 IN I tPCIV1[ tL.t VA I IVIN A-3 SCALE 1/2" = 1'-0" A I "' `1 CI INTERIOR ELEVATION A--`�,/ SCALE 1/2" = 1'--0" SEE DETAIL THIS C1 °1 INTERIOR ELEVATION A--'� SCALE 1/2' = 1'-0" NJ 2"-7" TELLER #1 TELLER #2 TELLER #3 3/4" PLY. WALL BLOCKING Im 3/4" TYPICAL DIVIDERS �ED =3 C GC TQ. ® 3 204 STEEL VE CABINET �TH OPEN OPEN SPACE FOR OPEN ` \ OPEN \® B18"WIDE OTHERS OPEN OPEN KNEE �� J OPEN KNEE MET KNEE SPACE FUTURE TCD SPACE SPACE r SPACE SPACE r 19"�DEEPH 1 ATE\. SPACE / r r rrrr L V-0" 2'-7" a TELLER LINE FROM TELLER SIDE 16 INTERIOR ELEVATION A-3 SCALE 1/2" = V-0" 5--0- 5'-0" 0 i OU NINUM. >t ii cy1 :m .c/) In Cn 0 Cn + .= 00 ca no I cv" c,a I L_!_ � W 4- -I- a I 00 1'W it 1 I cfl 40 U rn r- i W oo o �� r� U 0 O rZ Q 4 � Z < i'0 � o CL' L-Li m r\ 0 o 2" 32" 14" 30" CLEAR 24' 2" 12" DE X 30" HI. ® 14 15 —4 A-4 TOP 7'-0" / � ELVE AN. z �, U) �- / to o� �i R RIG. NIC oZ� 3 5" WIDE A � z ` 02 66 5" HI L� J LSINK J / N OPEN KNEE >. —; SPACE 5" v ins 5" ' 17, woltuag F 17'-7" ►A L CABS, TOP AT +7'-0" ® 4 EQ. SPACES = TOP 7'-0" 6'-1" 2" II I I SAFE BY OTHERS il 00 r „ TOP +36 gI II ] — 2. II // II I TELLER WORK ROOM 2 INTERIOR ELEVATION 5-4 SCALE 1 /2" = 1'-0" LAY IN CEILING AT +10'-0" GYP. BD. SOFFIT +9'-0" GYP. BD. SOFFIT +8'-0" EQUAL Ln cv cv R to a IT] EQUAL 15 - YPICAL PARTITION ABOVE GLASS: 3 5/8" X 25 GAUGE METAL STUDS 24" O.C. TUDS UP TO RUNNER FASTEN TO ROOF STEEL BAR JOISTS, SEE NOTES AME FRAMING AT 45 DEG. BRACING AT 4' O.C. MAX. TO SAME RUNNER AS VERT. STUDS 4"EQUAL 41 4" EQUAL 7" 12'-8 1 /2" 19 rl 7 0 0 �I a 14 A-4 1 '-7" CLEAR HP PRINTER MODEL 4200DTN 20 1" WIDE, 21" DEEP I " HIGH p OP 22� HIGHC 35UT1EMDE 1" 2'-11" 1" 14'-5" 1 o TOP +36" 2" DIAM. GROMMET 2" DIAM. GROMMET 2" DIAM. GROMMET 2" DIAM. GROMMET ,• II r % DIAM. *MME N —®— r� — -- ® ®-- ®�®— 35" E AL SP S = 1 A" 2" w .� POWER + DATA OUTLET FOR PRINTER 4 LOCATIONS OF POWER + DATA OUTLETS 1� I TELLER AREA 3 INTERIOR ELEVATION A-4 SCALE 1 /2" = 1'-0" LAY IN CEILING AT +10'-0" LEGEND TO INTERIOR ELEVATION #1 TO #13 NOTES: C] POPLAR HARDWOOD CASING AND BASE, SEE NOTES AT DETAILS 22] GYP. BD. PAINTED COLORS PER NOTES SHT. A-1 E M SAFE BY OTHERS C] 1/4" CLEAR POLISHED PLATE SAFETY TEMPERED GLASS U 5/8" MAHOGANY VENEER PLYWOOD, SEE DETAILS 6�] CHECK WRITING COUNTER TOP SEE NOTES SHEET A-1 7� ACCESSIBLE TELLER COUNTED TOP SEE NOTES SHEET A-1 TO OF PARTITION +7'-0" +/— �% u� I 5 � I 66 -4 1/28? 6`-4 1/2" 1/4" JQTAL 4 1 4" EQUAL EQUAL '� i/4 EQUAL 8 1 " 7" 7" 17 U t T I 4 I q-4 co PA-4 15 eI 23 ` A-4 A-4 to L C.S.R. Ct IE E WALLS FROM LOBBY 7 INTERIOR ELEVATION 5-4 SCALE 1 /2" = 1'-0" 7" EQUAL 4 1/4' EQUAL 4 1/4- EQUAL 3 3/4" 16'-1 1/2- 2 0 A- 4 r--I _ 14 ElA-4 ® ', 2 8 DOOR JAMB, HEA SECTION DETAIL SIMILAR WINDOW JAMB SIDE WINDOW JAMB, HEAD SIMILAR BASE DETAIL 14 SECTION DETAIL �WOOD 7' WALL, SILL ® BASE CA--4 � 6AT DOOR JAMB A-4 SCALE 3" = 1'- " A-4 SCALE 3" = 1'-0" SCALE 3" = 1'-0" 15' A-4 0 L�l SECTION DETAIL 17 WINDOW JAMB AT 2 WINDOWS A-4 SCALE 3" = V-0" {" 3'-0"1911 /2" SECTION DETAIL PARTITION CORNER 18 DOOR JAMB do WI1 A-4 SCALE 3" P16 -4�-4 / I s 18 ® —A - 0 00 0 4 1 /2" 3 3 4" SECTION DETAIL V14NDOW JAMB AT 19 END OF PARTITION A�4 SCALE 3" = V-0" l:y 22 A-4 1 0 LEGEND TO NOTES: AT CABINETS SECTION DETAILS ® 3/4" MELAMINE SHELVES ® 1/8" MASONITE BACKS ® 3/4" W.P. PLY DECK AND BACK SPLASH ® PULLS AS SELECTED BY BANK UNITED ® DRAWER/ DOOR FRONTS: 3/4" PART. BD. W/ LINER ® ALL EXPOSED SURFACES, MICA. COVERED, SEE SPECS SHT. A-1 DRAWER: BLUM BLUMATIC 230M SERIES 'RUNNERS, OR EQUAL ® HINGES 125 DEG. CONCEALED, BLUM CLIP 125+ OR EQUAL (2) 3/4' PLY. MICROWAVE SHELF 10 S/8" PLY. MICA COVERED, REMOVABLE PANEL , AT ADA CODE KNEE SPACE AT SINK 11 9" DEEP ADJUSTABLE SHELVES 12 LOUNGE SINK: STAINLESS STEEL ELKAY SAD 2922-602 WITH LKRB-1611 BASKET CHICAGO FAUCET #786-E3CP FAUCET, HOT AND COLD WATER LOAN OFFICE AT EAST WALL COUPON BOOT!N ADA DEPTH 6", OFF -CENTERED DRAIN FOR KNEE SPACE BELOW SINK 4 INTERIOR ELEVATION r5DRAIN AND WATER PIPES PROTECTED BY MICA/PLYWOOD REMOVABLE SLOPING PANEL INTERIOR ELEVATION A-4 SCALE 1 /2" = 1'-0" A-4 SCALE 1 /2" _ 'li'-0 — INSTALLATION OF ARCHITECTURAL WOODWORK (TRIM, CABINETS, CASEWORK, DOORS, FRAMES) TO BE PER LATEST ED. "ARCHITECTURAL WOODWORK INSTITUTE" CUSTOM GRADE r C.r; 3 3/4" EQUAL 4 1/4" EQUAL L4 1/4" EQUAL 4 1/ 4 17 00 A— 4 14 A-4 rl 3 1 A-4 C.S.R. CUBE WALL 8 INTERIOR ELEVATION A-4 SCALE 1 /2" = 1'-0" SECTION DETAIL WINDOW JAMB AT 20 CORNER OF FULL HEIGHT PART' ION A-4 SCALE 3" = 1'-O" ■ ■ C. F w i� iv _ 15 A-4 cd �•._ 21 0 xx 1 El 6 12" VERIFY DIMENSIONS Sri W/ BANK APPLIANCE NDOR 6 w rn (n R co � 25" 9 18 + - o 04 d� ® 12:1 co I El Q 24" El z tnIn " ® EE W 1 U r� El N let : 9" MIN. 14" SECTIONECTIOIIV SECTION g CABINETS 10 —CABINETS 11 CABINETS A-4 SCALE 1 /2" = 1'-0" A-4 SCALE 1 /2" = 1'—O' A-4 SCALE 1 /2" - 1'-0 DETAIL # 14 TO #23 LEGEND TO NOTES: E] 3 1 /2" X 13/16" HARDWOOD CASING, POPLAR, STAINED, SEE PROFILE NOTE,- ® 5 1/4" X 9/16" HARDWOOD BASE, POPLAR, STAINED. SEE PROFILE NOTE: ]3 3/4" POPLAR HARDWOOD CASING DOOR OR WINDOW FRAME 1/2" X 1" POPLAR HARDWOOD STOPS TEMPERED SAFETY GLASS BLOCKING AS REQUIRED ]7 2X4 FRAMING W/ 5/8" GYP. BD. EACH SIDE ® PT 2X4 AT SLAB 3 5/8°' METAL FRAMING W/ 5/8" GYP. BD. EA. SIDE 10 3 3/4" WIDE TRIM, PROFILE SHOWN, EDGES OF THICKNESS TO MATCH CASING EDGE, 11 1 1/4' X 2" HARDWOOD BRICK MOLD TRIM, POPLAR, STAINED, SEE PROFILE NOTE 12 2 1 /2" X 2 1 /2' X 3/16" STEEL TUBE, 6'-10" +/- HIGH, FULLY WELDED TO 3 1 /2" X 7 1 /2" X 1 /2" STEEL BASE PLATE, ANCHORED TO C CHVCRETE SLAB WITH (2) 1/2" DIAM. RED HEAD EXPANSION ANCHORS, 3" CONIC. PENETRATION AT TOP: 6" X 6" X 1/8" X 2" WIDE "L" W/ (3) P.A.F TO POST AND (;i) 3/8" DIAM CARRIAGE BOLTS TO TOP HOR2. (2) 2X4'S ALL EXPOSED WOOD: SPECIES, STAIN TO MATCH FORMICA "MAHOGANY" AT TE:LLE':R LINE FOR BID USE: BASE BID ON PROFILES FROM CAUESWAY LUMBER CO, IN -STOCK °STANDARD PROFILES (1-877-375-5050): CASING: 13/16"X3 1/2" "M-3' PROFILE; BASE: 9/16"X5 1/4" #151; BRICK MOLD TRIM: 1 1/4' X 2" "WM 180". AFTER AWARD, GC MAY OFFER ALTERNATE WOOD TRIM PROFILE SOURCES, PROFILES FOR ARCHITECT SELECTION INSTALLATION OF ARCHITECTURAL WOODWORK (TRIM, CABINETS, CASEWORK, DOORS, FRAMES) TO BE PER LATEST ED. "ARCHITECTURAL WOODWORK INSTITUTE" CUSTOM GRADE 0 � \ z i 9 ® _ - 1 SECTION DETAIL 1 WINDOW JAMB AT 21 CORNER OF 7'-0" HIGH PARTITION A-4 SCALE 3" = V-0" it 11 Imo,■ 0 o Cam.. �i1 0 z e;; Q (nn ® o- rn w c=� L,j � 1 i rt 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE "FLORIDA BUILDING CODE - 2001". ALL CODES, SPECIFICATIONS AND OTHER APPLICABLE REFERENCES, SHALL BE LATEST EDITIDN AT TIME OF PERMIT. 3. WIND DESLG-WCRITERIA / LOADS CODE WND SPEED IMPORTANCE FACTOR EXPOSURE ATED FSC 2001 ABLE 1606.28 140 MPH 1.0 WALL ZONE 4 +35.3 psf -38.2 psf WALL. ZONE 5 +3!).3 psf -47.2 psf SIDE ELEVATION JAS PROPOSED SCALE 1/4" = 1' 0" 1/4" TAPCON ANC ORS AT SPACING SHOWN ON DETAIL ELEVATIONS P.T. 1 X BUCK ATTACH TO BLOCK/ CONC W1 1/4" TAPCONS 16- O.C. STAGGER MIN. 1 1/4" CONC./ BLOCK PENETRATION 0- 6t-ow L 4'-0" 6'-0" 29.5" WIDE X 47" HIGH,, 33'-0' A me A I 1011110XV1 was] :1:111 kill 01 1 a, yj 2 0 1 lial F_ F _J L GENERAL NOTES EXTERIOR WINDOW/STOREFRONT DOOR FRAMING SYSTEM: ARCH ALUMINUM 1 1/4- X 4 1/2" WINDOW WALL IMPACT `-,YSTEM FOR 9/16- GLASS L-3000: P.A. # 01-0619.01; 3000 SERIES : P.A. # 01-0329.02 ALL EXPOSED ALUMINUM TO BE FINISH TO MATCH EXISTING PLAZA ALUM, FRAMES. GLASS TINT. UCen (Btu/hr sf F) = 0.8785; S.C. = 0.26; Vis Tr. = 0.05 GLASS: 9/16" GRAY TINTED, LAMINATED, 1/4" H.S. / 0.090- / 1/4" H.S. (P.A. # 01-0329.02) DOORS: ARCH ALUMINUM MEDIUM STILE IMPACT DOOR 3000 SERIES W1 PANIC HARDWARE AND ALL HARDWARE PER PRODUCT APPROVAL # 01-0911.02 ANCHORAGE: ALL FASTENERS SHALL BE IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE AS DETAILED ALL SUPPORTING STRUCTURES HAVE BEEN DESIGNED TO WITHSTAND ALL FORCES IMPOSED BY THE GLAZING SYSTEM. 2 2 VA-5 --e-5 rp ro 4*-0" 6,-01 5 33'-0" MO ) WINDOW T) E "A" 12 5W10OW TYPE 'A* .1 cl 4/0 SEM NO. 1 SEE DETAIL ELEVATION FOR ATTACHMENT �4 TWO PROPOSED FIXED WINDOWS A-" 5 MATERIALS, COLOR TO MATCH EXISTING j WINDOW TYPE "B" ZONE 4 TYP. UNLESS STOREFRONT SYSTEM: ARCH ALUM. CO, SERIES L-3000 NOTED IMPACT WINDOW SYSTEM NOA # 01-0619.01 GLASS = 9/116" OVERALL THICKNESS LAMINATED IMPACT GLASS cri NO SHUTTERS REQUIRED AT HEAD AND SILL FRAME, ADJACENT 10 ALL a. VERTICAL MULLIONS PROVIDE (4) ADDITIONAL ANCHORS: 1/4" DIAM. TAPCONS (ELCO OR EQUAL) MAX. NOA ALLOWED OPG. - <0 MASONRY EMBED = 1 1/4- MAX. WIDTH OF 1 SECTION OF GLASS 76* : aU.1 MAX. HEIGHT' OF ANY MULLION - 144" z 3't JLJL--LJL .5 ACTUAL OPENING MAX. WIDTH OF 'I SECTION OF GLASS = 48" MAX. HEIGHT OF ANY MULLION = 120" /4' 1/4* NOA DESIGN LOAD = +85.0 AND 85,0 psf ZX DETAIL "A" SCALE 1/2" = V-0" ACTUAL DESIGN LOAD = +35.3 AND -38,2 psf z < .. BACKER ROD AND SEALANT TYPICAL ALL JAMBS, HEAD FRAMES P.T. 1 X BUCK ATTACH TO BLGCK� CONC. W1 1/4- TAPCONS 16- O.C. STAC ER MIN. 1 1/4- CONC./ BLOCK PENEFRATION D ui 3/4- ECK ? V 1/4" MAX. SHIM SPACE 1 1/4- p- 3/4" P.T. WOOD BUCK 3/4X 4- BEVEL < ALL GLASS ui SEE GEJERAL NOTES - EQUA 4 1 WINDOW JAMB 3/4" BUIC-4-/ '1 1 '4" 3/14" DETAIL D-5 - SCALE 3" = l'-O" 1/4" MAX. SHIM SPACE �ONT. BACKER ROD AND SEALANT TYPICAL ALL JAMBS, HEAD FRAMES AS WINDOW HEAD 1/4" T. K02 apan, 0 0 FRONT ELEVATION AS EXISTING NON -IMPACT SYSTEM TO BE REMOVED SCALE 1/4" = l--O" ---- ZONE 5 LUNt 4 SEE TYPICAL TYP. UNLESS SCALE 1/4" =: V.-O" DETAIL "A" NOTED MAX. 3 1/2- IN FROM CORNER AT IlEAD/SILL AT (10) LOCATIONS SHOWN ANCHORS AT 15" MAX. O.C. -Z __ 29.5" WIDE X 47" HIGH,, AND 17.5" CLEAR OPENING FOR ATM UNIT: _m., , . .l. 771 a, FROM SIDEWALK �O E30TTOM OPENING Fw u, I GC TO VERIFY OPENING W, BANK ATM VENDOR 1 11111 1 1 Ir 11 " I ... I I Image ALL GLASS EXCEPT CORNER CONDmON: +35.3, - 47.2 psi ZONE 5 L MAX. 3 1/2- IN FROM ?KER AT HEAD/SILL . O.C. ANCHORS AT O.C. ALL ANCHORS TO PASS THRU WOOD BI)ICK, �41 5e, �W'l ARCH ALUM. CO, MEDIUM STILE IMPACT DOOR W/ PANIC HARDWARE MASONRY EMBED = 1 1/4- NOA 01.0911.02 PROVIDE 1/4- DIAM. TAPCONS, 1 1/4- CONC. EMBED ANCHORS: 1/4" DUW. �APCONS (ELCO OR EQUAL) 6 1/4" IN FROM B017. CORNER + AT 12" O.C. MAX. AT THRESHOLD NOA DESIGN LOAD = +70.0 AND - 70.0 psf WINDOW TYPE "B" ACTUAL DESIGN LOAD = +35.3 AND -38.2 psf CHORS AT SPIC11G, SHOWN ON DETAIL ELEVATIONS "l-SYSTEM NO. 2 DETAIL ELEVATION FOR ATTACHMENT -1 SCALE 1/4" =: V-O" ET IN FULL BED OF GROUT �2" TOTAL HIGH X 4" ADA TYPE ALUM. THRESH�OL, AAX, 1/4" STEP UP 1/ X 1 3/4" TAPCON SCREWS AT 6 1/4" BA NCE AT 12" O.C. MAX.; MI . 1 1/4" CONC. EMBED. -----DOOR THRESHOLD DETAIL 00 �4_ ) WINDOW SILL DETAIL A-5 SCALE 3" = l'-O" AT HEAD AND SILL FRAME, ADJACENT TO VERTICAL MULLION PROVIDE (2) ADDITIONAL ANCHORS: 1/4" DIAM. TAPCONS (ELCO OR EQUAL) MASONRY EMBED = 1 1/4" 2 1/2 -2 1/2" 1 311 �X4" ffl 1 114 SEE TYPICAL DETAIL "B" DETAIL "A" SCALE 1/2" = l'-O" AT (10) LOCATIONS SHOWN MAX. 4 7/8" IN FROM CORNER AT HEAD/SILL ANCHORS AT 9 3/417- MAX,., O.C. SEE TYPICAL DETAIL "B" co HEAD + SILL, Z ADDITIONAL ANCHORS :2 < M :2 STOREFRONT SYSTEM! < ARCH ALUM. CO, ERIES 3000 C5 IMPACT WALL NOA it 01-0329.02 Q uj z GLASS = 9/16" OVERALL THICKNESS W z < LAMINATED IMPACT GLASS o M* NO SHUTTERS RE)JIRED 0 0 w ul 0) ACTUAL OPENING = E'--O" X 6'-10" af n MAX. NOA ALLOWED CPG. = 8'-0" X 8'-0" U- NOA DESIGN LOAD = 86.7 AND - 87.3 psf Z�_ (n -ACTUAL DESIGN LOAD = +35.3 AND -38.2 p�f­ ' N� Lq � �x 0 -�,ck tn 0 ALL ANCHORS TO PAS) THRU WOOD BUCK, z< -MASONRY EMBED = 1 -//4" I-),_ I > ANCHORS: 1/4- DIAM. �PCONS (ELCO ORE 1 �t L) >� < MAX. 4 7/8" IN FROM CORNER AT HEAD/SILL ANCHORS AT 9 3/4" MAX. O.C. WINDOW TYPE "A" SYSTEM NO. 1 DETAIL ELEVATION FOR ATTACHMENT SCALE 1/4" 2= l'-O" NCR #5285 BUSINESS DEPOSITORY COMBINED WITH NCR PERSONAS 84 L_ _j ATM UNIT THIN WALL OPENING REQUIREMENTS: FROM LEVEL OF OUTSIDE SIDEWA�LK AT ATM CENTERLINE REQUIREMENTS: 47" CLEAR OPENING HEIGHT 29 1/2" CLEAR OPENING WIDTH Li BOT70M OF' OPENING 17 1/2- FF SIDEWALK > e_ + L 0 N f l �� z F_ U) U-1 ui - 5 WAI I SE jL0X_ A-!i SCALE 1/2" = V-0 t Z 0 Fn V) > IN • • • 101 0 : 0 | FLOOR PLAN []N IEL [-1 MAX. LOAD CAPACITY = 3480 #/UW, FT. ----------------------------- OPENING ELEVATION WFw/ OPEN|rvG3 mi, L1 ____________ 6,_{]" '—O° MID AT EXISTING 8"X8" MASONRY CELL ON EACH SIDE OF OPENING: ADD 1 #5 ADD TOP DOWEL TIE INTO LINTEL, & BOTT. DOWEL DRILLED INTO FILLED CELL REMOVF MASONRY [:-OR /\ G`—O" WDE KJ^M. --�� LOCATE SIDES OF OPENING TO f\[]GN WITH EXISTING 8"X8"X16" MASONRY UNITS /\[)D 7'-4w LONG X 8" X 8» PER CAST C[)NIC^ LINTEL, 8m EACH END MASONRY BEARING FILL u&/ 3500 PSI G'R{]UT THE LINTEL f THE 8^ CM[]°S ABOVE LINTEL FOR 16" DEEP LINTEL 8"X8" MASONRY CELL ON EACH SIDE OF OPENING: ADD 1 #5 FILL CELL BELOW SLAB TO TOP OF FOOTING, 3500 PSI GROUT 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "8UKJ}NQ C00E REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 3118) AND WITH "DETAILS AND DETAILING OF CONCRETE RBNFURCEMENT°-(/LC.| 315 - LATEST EDITION). 2. ALL CONCRETE WORK IN ACCORDANCE NTH "SPE0RCATiONSFOR STRUCTURAL CONCRETE FOR G" A.C.I. . PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE NTH *HOT WEATHER CONCRETING- J. ALL CONCRETE TO RE REGULAR WEIGHT NTH A DESIGN STRENGTH AS FOLLOWS: 28 DAYS MAX. STRENGTH: SLUMP: ALL CONCRETE 3,000 PSI 5" G. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.TW^ A-615GRADE 60, FABRICATED |NACCORDANCE NTH C.R.SlMANUAL OF STANDARD PRACTICE AND PLACED |NACCORDANCE NTH A.C.|.315 AND C.R.0,MANUAL OFSTANDARD PRACTICE. 7. All REINFORCING SHALL BE DEFORMED BARS, CLEAN OF 0L SCALE AND RUST. 8. RCENENT, DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLATES FOR COLUMN DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT ATNON-CONTINUOUS COLUMNS (U Q. UNLESS 0TH[RYMSEINDICATED ALL COLUMNS SHALL ' lEXTENDED TO THE TOP OF THE ROOFPARAPET. 10. Al DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 11.LAPPED 38 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY ATSUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NON -CONTINUOUS EDGES /U.0.N,\, ALL HOOKS TO BE STANDARD 90 OR 180 DEGREE HOOKS AS REQUIRED /U.(lN. 12. PROVIDE ADD111ONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT "Lo AND °r CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HURIZ[NTk BAR ��TT�� A0� !NT�����iAJ� ��� (TOP, ' REBAR 1� UNLESS OTHERWISE��R���U��C�� DN THE PLANSOR DEl�U� �" DETAILS, END HOOKS SHOO8R REQUIRED AT ALL TYPES OF REINFORCED CONCRETE Eu�" SHALL BE THE AC| Si NDARQ LENGIIJ FOR 00 OR 180 DEGREES HOOKS. 15. CONCRETE COVER (UNLESS OTHERWISE DETAILED ON DRAYNNGS)- ELEMENT- TOP BOTTOM SIDWS RFMARKq- NON-STRUCT. SLAB -ON -GRADE MID -DEPTH | | tiltlt IJIL|AIL | | | ( | ! | / | | | | | } | f i ! | | | / | i | f | i | | | i i | � | l | | | | | / | | | EXISTING CONIC, SIDEWA|_K f | EXISTING FLOOR SLAB EXISTING MASONRY REMOVE TOP 4^ FILL �/ ��N� EX|STl��(� K��\S(]NRY ^ ~- ''/ ~~'`~' FILL /\ L CELLS BELO OPENING, AND 8" TO EACH SIDE 8 X 8 X 16" CMU, GROUT S{l[]D --� LINTEL MARK Ll DETAIL 1. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE. OR CAST -IN -PLACE LINTELS AT THE HEADS OFALL OPENINGS INMASONRY WALLS NOT EXCEEDING SEVEN /���|N WIDTH WERE BEAMS HAVE NOT BEEN OTHERWISE SPECIFIED.' ' 2. CONTRACTOR SHALL NOT)FY PLACE LINTELS, PRECAST LINTELS OR AC0WB{MAD0N THEREOF, TO BE USED BY HIM IN THIS PROJECT. I THE LINTELS SPECIFIED HEREIN ASSUMED TO BE SUBJECTED TO DOWNWARD LOADS ONLY. THE SPECIFIED CONCRETE TIE BEAMS HAVE BEEN DESIGNED TO SUPPORT THE REQUIRED WIND UPLIFT FORCES. 4` ALL LINTELS SHALL BE BEARING ATLEAST 8° ONTO THE SUPPORTING WALLS OR COLUMNS ON EACH SIDE 0FTHE OPENING. 7. PRECAST U-UNTELS LINTEL INFORMATION PROVIDED HERE IS BASED ON THE LINTELS PRODUCED BY "CA8TCRETE" AND ON THEIR ALLOWABLE LOADING TABLE. CONTRACTOR TO SUBMIT LINTEL SPECIFICATIONS AND LOADING DATA IF HE |SUSING LINTELS MANUFACTURED BY OTHER THAT "CASTCR[TE"- ALL LINTELS SHALL BE 8"PRECAST `U^SHAPED, UNRBNFORCED,FILLED SOLD NTH CONCRETE. LINTELS THAT REQUIRE REINFORCING NTH AHORIZONTAL �5 REBAR ARE SPECIALLY MARKED. ' UNLESS OTHERWISE INDICATED, THE F0l0YNNG LINTELS SHALL BE USED FOR OPENING WIDTH RANGES LISTED, SPAN (FT.) MARK DESIGNA11ON CAPACITY (PLF) WALL SECTION t HOLLOW LOAD-BEAI MASONRY UNITS SHALL CONFORM TO ASTM C-90,TYPE |ORU, GRADE N. SQUARE END VNTli AWiW8WUM AVERAGE COMPRESSIVE STRENGTH DM NET AREA OF fm=1'500 (PSI). CONSTRUCTION SHALL BE UV ACCORDANCE NTH A5 538.1 SPECIFICATIONS. 2. QUALITY ASSURANCE INSPECTIONS ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. 7HE[NSPE[:TOR SHALL INSPECT THE FDLL0VNNG: A. PLACING OF THE RB8AR5 IN THE CELLS (POSITION IN THE CELL LAPPING AND SPLICES, BAR SUPPORT AJ1OFT. . B. VERIFY CLEANLINESS (.f THE: CELLS TO BE GROUTED. INSPECTION HOLES AND THE BOTTOM OF THE POUR AND MORTAR PROJECTING INTO CELLS TO BE GROUTED. C. OBSERVE AND BE PRESENT DURING THE PLACING OF THE GROUT OR CONCRETE INTO THE VERTICAL CELLS. D. THE ABOVE APPLIES FOR MASONRY BEAMS AND BOND BEAM INSPECTION AS WELL. 3. MORTAR SHALL CONFORM TO ASTIM C-270TYPE V. 4` LAY ALL MASONRY WlIl R)(J- FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DI G. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERIIC L. ASTW A-815 PER RBMFOI SECTION. (B) MEN A FOUNDATION 0OWELDOES NOT LINE UP NTH A VERTICAL CORE |TSHALL NOT BE SLOPED MORE THAN OW' HORIZONTAL INCH TO 8|X INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A�,I, ]l ADJACENT TO THE VERTICALVW4ULR�NF0RC1NG. �) VERTICAL REINFORCING STEEL SHALL 8E PLACED CENTERED IN THE CELL LAP 48 BAR -DIAMETERS. PROVIDE 8AR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION (AT 10 FT VERTICAL SPACING). (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OFOPENINGS |N WALL, AT YA11 INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME 03E AS THE SCHFOULED WALL RBNFORCINQ FOR THE PARTICULAR WALL BUT NOT LESS THAN A #6 REBAR. '�PEQALC&RE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROpERLr AND ARE CLEAN OF [XIC[SS MORTAR. (EVE ] ALL`TI 'CALRE|NF[ISHALL BEHOOKED INTO THE BOND BEAMS AT THE NUN C0NO& - '^'0US END OF' THE REBARS. (F) pROWDc INSPECTION Fl0LES ATTHE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FD� nUFT3H|WI THAN 4F[ 10^ CELL Fl111JNG CONCRETE SHALL BE "PEA ROCK" CONCRETE MIX (8� TO 3° SLUMP) OR GROUT NTH ~c=3.500 PSI MIN. AT2B DAYS. 11^ GROW |�G SHALL BE N CONTINUOUS OPERATIONS IN LIFTS NOT EXCEEDING 4 FT. AND AMA�MUM |'OUR HEIGHT {>F12FT. z ROOF PLAN SCALE 1/4" = l--- 0' 4- X 4" X 1/4"1 ALUM. BASE PLATE AT EACH POST, ATTACH TO NEW STEEL A`;G-LE W1 � FOUR OF 3/8" DIAM. STEEL A307 GALV. BOLTA W/ NUTS, WASHER FASTEN DIRECTLY INTO P STEEL ANGLE, NOT THROUGH ANY ROOF DECKING, INSULATION, ETC.. TWO NEW 4"X4"X3 X LENGTH AS REQUIRED STEEL ANGLL-S MIN. SPAN = 1 BAR JOIST SP LOCATE AT CENTERS OF AC STAND POSTS, FULLY WELD TO DOUBLE STEEL ANGLE AT EACH EXISTING STEEL BAR JOIST. AC UNIT 20.6 psf 26" AC STAN 3'-0" + G + 12" EXIST, STEEL BAR JOISTS AC UNIT ROOF STAND DETAIL NOT TO SCALE THE PATE CO. PERFAB PIPE SEAL, ONE PIECE SPUN ALUMINUJ -D ROOF SURFACE FLANGE, GRADUATED SEEP PVC BOOT JSTABLE STAINLESS STEEL CLAMPS (2) *ER MANUF. DIRECTIONS NM i-�HING PLYS, OF SAME TYPE, MATERIAL AS EXISTING ADJACENT ROOFINJ =IONS, INSTALLED BY ROOFING CONTRACTOR CURRENTLY =1910110=000FING SYSTEM BOND, FOR LANDLORD. SUPPORT NOT TC, SCALE PIPE FLASHING ul C14 + 04 00 00 AC UNIT: 26" WIDE, 23" HIGH, 8.5" DEEP, 55 LBS. PROVIDE 4 ISOLATOR PADS, 1 AT EACH CLIP ANGLE ATTACH AC UNIT TO ALUM, "I" BEAMS (4) OF2" ALUM. NGLES W TWO #14 TEK SCREWS STAINLESS STEEL,W/ INTO SUPPORT BEAM3AND (2) #14 S.S. S.M. SCREWS INTO METAL SIDE OF AC UNIT AC [QUIP. PRE ENGINEERED STAND BY ALUMISTAND & \ABRE DAMA CORP. NOA # 02-0719.03 SEE ATTACHED 4 PAGE NOA FORM, INSTALL AS PER NOA DETAILS. STOCV- AC STAND"A", 3-0" OC POSTS, 2, 2 "1" BEAMS. HOA DESIGN: MAX. ROOF HEIGHT --= 33% MAX. WIND DESIGN = 58.5 psf MAX. AC UNIT WEIGHT = 200 #; MAX. AC UNIT SIZE = 26.6" HIGH, 24" WIDE, 36" DEEP A',CE 7-98 BASIC WIND SPEED 140 MPH, IMP. FACTOR 1, ECIPOSURE -C- ACUTAI- CONDITIONS ROOF HEIGHT = 15% MAX. WIND DESIGN = 20.6 psf AC UNIT WEIGHT = 55 #; AC UNIT SIZE = 23" HIGH, 8.5" WIDE, 26" DEEP ASCE 7-98 BASIC WIND SPEED 140 MPH, IMP. FACTOR 1, ECPOSURE "B" THERE ORE OK. 17-7 EXIST T BASE PLATE, MINIMAL DIMENSION OF OOF DECKING, INSULATION, ETC. ADD (2) BACK TO BACK L 2 X 2 X 3/16- STEEL ANGLES TO REINFORCE EXISTING STEEL BAR JOISTS AT EACH NEW 4X4X3/8" STL. ANGLE DOWN TO PANEL, POINT OF BAR JOIST WELDED AT TOP AND BOTTOM OF BAR JOISTS. 27AC UNIT ROOF STAND DETAIL �l NOT TO SCALE" momm TH�- DESIGN COWLIES WITH THE REQUIREMENTS OF THE "FLORIDA BUILDING CODE - E 2001 ". ALL. CODES, SPECIFICATIONS AND OTHER APPLICABLE' REFERENCES, SHALL BE LATEST EDITION AT TIME OF PERMIT. CODE WIND SPEED IMPORTANCE FACTOR EXPOSURE AC UNIT WIND LOAD ASCE-7(98) 140 MPH 1.0 B 20.6 psf STRUCTURAL STEEL: (SHOP DRAWINGS REQUIRED) ii� I ���aRA 4k to 0 V) 0 LL---2- V) 0, 3: ® LiJ y o I z0 G-- • • • • PLUMBING GENERAL NOTES 1. ALL PLUMBING SHALL CONFORM WITH FLORIDA BUILDING CODE AND PER NSF, AWWA AND ASSE STANDARDS. 2. PLUMBI G CONTRACTOR SHALL SECURE AND PAY FOR ANY PERMITS. 3. PLUMBI JG CONTRACTOR SHALL INFORM SUBCONTRACTOR OF QUANTITY AND LOCATION OF ACCESS PANELS WH RE REQUIRED FOR ACCESS TO VALVES IN CEILING AND WALLS. ACCESS PANELS SHALL BE INSTALLED EY THE APPROPRIATE SUBCONTRACTOR. 4. FOR ALL SIZES OF WASTE, VENT, HOT AND COLD WATER PIPING TO FIXTURES AND EQUIPMENT, SEE SANITARY WASTE AND WATER RISER DIAGRAMS. 5. ALL COD AND HOT WATER PIPING SHALL BE INSULATED AND ALL PIPING SHALL BE INSTALLED INSIDE OF THE BUILDING INSULATION ENVELOPE. 6. ALL SA ITARY WASTE PIPING SHALL BE SLOPED AT 1 /8" PER FOOT UNLESS OTHERWISE NOTED. ALL SANITARY PIPING SHALL BE DWV-PVC UNLESS NOTED. 7. ALL SL PES AND INVERTS ELEVATIONS SHALL BE CHECKED BEFORE ANY PIPING IS INSTALLED, IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. 8. MAKE PROPER WASTE, VENT, HOT AND COLD WATER CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, EVEN THOUGH ALL BRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT SHOWN. 9. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCE. 10. THESE RAWINGS ARE DIAGRAMMATIC, REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS OF THE BUILDING AND EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT WITH THE WORK. SUBMIT DISCREPANCIES, DIFFERENCES AND PROPOSED VARIATIONS TO CONTRACT DOCUMENTS FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND COMPATIBILITY WITH ANY INTERFACE OR CONFLICT OF EXISTING SERVICES AND INCORPORAT SUCH ACCOMMODATIONS INTO THE CONTRACT. AN ALLOWANCE SHALL BE MADE IN THE BID TO ACC MMODATE DIFFERENCE FROM THE ACTUAL LOCATION VERSUS THE LOCATION INDICATED FROM THE LIMITED FIELD WORK AND AVAILABLE AS -BUILT DRAWINGS. 11. ALL PIP PENETRATIONS BELOW SINKS MUST BE SEALED. 12. ALL EN LOSED PIPING UNDER HANDICAP LAVATORY TO BE INSULATED. 13. CONTRA TOR SHALL PROVIDE ADDITIONAL WATER LINE DROPS IN WALL WHEN HORIZONTAL RUN IN WALL CONFLICTS WITH VENT PIPE IN WALL. 14. WATER AMMER ARRESTORS TO BE PER CODE. INSTALL AT END OF EACH BRANCH LINE AND AT EACH CHANGE OF SIZE IN EACH BRANCH LINE. FIELD FABRICATED ARRESTORS ARE ACCEPTABLE IF OWNER APPROVED, OTHERWISE USE JOSAM SERIES 75000. 15. SOLDER FOR JOINTS IN COPPER PIPING SHALL HAVE NO MORE THAN 0.2% LEAD CONTENT. 16. ALL HUT AND COLD WATER PIPING ABOVE GRADE TO BE TYPE L COPPER, BELOW GRADE TO BE TYPE K. 17. AS BUIL S SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLUMBING FLOOR PLAN SCALE 1 /4" = 1 '-O" BASIC SCOPE OF WORK 1. REMOVE EXISTING FIXTURES IN BATHROOM NOTED FOR DEMOLITION. SEAL OFF/CAP UNUSED SERVICE CONNECTIONS. 2. REMOVE DRINKING FOUNTAIN NOTED AND SEAL OFF SERIVCES BELOW THE FLOOR OR ABOVE_ CEILING AS NECESSARY. 3. CONTRACTOR TO FURNISH AND INSTALL ALL FIXTURES AND SERVICES SHOWN ON THESE PLANS AND THOSE NECESSARY TO PROVIDE A COMPLETE FUNCTIONAL INSTALLATION. 4. PERFORM A!_L REQUIRED IESTING AND DISINFECTION OF THE POTABLE WATER SYSTEM AS PER FPC. r-�-3U N G E. AL, 6. ROUTE NEW 1 /2" CW LINE TO COFFEE MAKER STAND. CONTRACTOR MAY USE WATER CONNECTION FROM WATER FOUNTAIN. 7. VERIFY FIXTURE SPECIFICATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO PURCHASING. 5. PURCHASE AND INSTALL NEW POU WATER HEATER IN LOUNGE. WATER HEATER TO BE CONTROLED ENERGY CORP. MODEL GL2.5 2.5 GAL. TANK, 120V, 12.5A., 1500 WATTS, 1 /2" NPT CU PIPES f !� RELIEF VALVE INCLUDED, 14" X 14" X 10" DEEP, WALL MOUNT UNDER LOUNGE SINK, KNEE SPACE, ABOVE ADA CLEAR AREA v 8. PROVIDE 3/4" THICK ARMAFLEX INSULATION ON ALL HOT WATER PIPES. z O cn w ro o i o V) af Q Ln zuz c w o Lij z w w U U O < 'S w w a- o (U o U L� CD 0 U rn v J U) O J CD 4 U 0 0 �J U) _J Q 0 L() ``J _q: Ln � co N tY c L_ Ln r U I +� 6 LJ` � J LL rn n � W N clD °p Lo — . c J c0 "0 x � U cn � U z ° —� m co M L.! ° z wcl- Q �— z o- c.� o Q : rl o' m a Qc::) z z zm z � Q Q n- � � �cl-4 a n o HVAC TOOF PLAN SCALE 1 / " = V-0" AIR CONDITIONING GENERAL NOTES 1. THE CONTRACTOR SHALL FIT THE WORK TO THE JOB CAREFULLY INVESTIGATING THE STRUCTURAL, ELECTRICAL, PLUMBING , ARCHITE TURAL, SPACE AND FINISH CONDITIONS AFFECTING THIS WORK; ARRANGING THE WORK ACCORDINGLY AND F RNISHING NECESSARY BENDS, OFFSETS, FITTINGS, JUNCTIONS, AND TRANSITIONS, ETC., WHETHER SPECIFICALLY SHOWN OR CALLED FOR OR NOT AT NO CHANGE IN THE CONTRACT PRICE. CONTRACTOR SHALL ASCERTAIN THAT THERE ARE NO INTERFERENCES BETWEEN THE WORK UNDER THIS SECTION AN THE WORK OF OTHER TRADES PRIOR TO FABRICATING DUCTWORK OR INSTALLING ANY EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL OBSTRUCTIONS TO HIS WORK. 2. ALL EQUIPMENT AND MATERIALS SPECIFIED AND/OR SHOWN ON THE DRAWINGS SHALL BE FURNISHED (EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE) COMPLETELY INSTALLED AND ADJUSTED AND SHALL BE LEFT IN A SAFE AND SATISFACTORY OPERATING CONDITION. ALL ACCESSORIES, PARTS AND CONNECTIONS NECESSARY FOR THE OPERATION OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 3. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT THE WORK FROM DAMAGE OF ANY SORT. 4. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES, THE REQUIREMENTS OF CONSTRUCTION OF OPENINGS IN WALLS AS WELL AS GONDITIONS FOR CLEARANCE AND FINISHES. 5. APPLICABLE COD S: NFPA 90A, FLORIDA BUILDING CODE, SMACNA, ASHRAE. 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MOTORS, CONTROLS ELECTRICAL DEVICES AND ELECTRICALLY 0 D ERATED EQUIPMENT SHALL BE UL LISTED AND OF THE CAPACITY CALLED FOR ON THE DRAWINGS. 7. FURNISH AND INSTALL GRILLES, REGISTERS DIFFUSERS, FIRE DAMPERS AND EXHAUST OPENINGS AS INDICATED ON THE DRAWINGS. 8. ALL DUCTS SHAL BE FABRICATED PER THE LATEST EDITION OF THE LOW PRESSURE DUCT MANUAL AND SHEET METAL CONSTRUCTIO BY SMACNA. 9. ADJUST ALL DAM ERS, STRAIGHTENING VANES AND FAN SPEEDS AS REQUIRED TO PROVIDE THE DESIGN AIR QUANTITIES WITHIN 1 %. 10. ALL DUCT SIZES NRE CLEAR INSIDE DIMENSIONS. 11. SEAL ALL DUCTS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 12. PROVIDE AND INSTALL FLEXIBLE CONNECTIONS OF APPROVED TYPE AT ALL A/C UNIT SUPPLY AND FAN EXHAUST CONNECTIONS. 13. THERMOSTAT LOC TIONS & TYPES SHALL BE APPROVED BY ENGINEER BEFORE INSTALLATION. THERMOSTATS SHALL BE PROGRAMMABLE. 14. DEMOLITION IS REWIRED ON THIS PROJECT. CONTRACTOR TO REMOVE EXISTING GRILLES AND FLEX NOT BEING REUSED. EXISTING T UNK LINES TO REMAIN. EXISTING GRILLES TO BE RELOCATED AS NEEDED TO NEW LOCATIONS. 15. ALL MATERIALS S ALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50. 16. UNDERCUT ALL INTERIOR DOORS NOTED 1" PER FBC. 17. CONTRACTOR SHALL PROVIDE TEST AND BALANCE OF EXISTING RTU ONLY AFTER WORK IS COMPLETED. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 19. ALL EQUIPMENT REQUIRING SERVICE SHALL BE ACCESSIBLE. CONTRACTOR TC PROVIDE ACCESS PANELS WHERE NEEDED. 20. SUBMIT SHOP DRAWINGS FOR ALL NEW EQUIPMENT, INSULATION AND AIR DISTRIBUTION DEVICES. 21. ALL SHEET METAL DUCTWORK SHALL BE 24 GAGE MIN., GALVANIZED STEEL PER ASHRAE OR SMACNA STANDARDS WITH MINIMUM R-6.0 INSTALLED, FIBERGLASS DUCT WRAP INSULATION WITH REINFORCED ALUMINUM FOIL FACING ON SUPPLY AND RETURN DUCTS. MAXIMUM LENGTH OF FLEX DUCT ACCEPTABLE IS 10 FEET. 22. ALL CONTROL WIRING SHALL BE IN EMT CONDUIT. 23. ALL DUCT ELBOWS SHALL BE VANED. 24. CONTRACTOR SHALL LOCATE NEW DUCTWORK/PIPING RUNNING PARALLEL TO FIRE & SMOKE WALLS AND CORRIDOR WALLS AT LEAST 6" TROM THE WALL TO ALLOW INSPECTION OF THE WALL. EXCEPT FOR WALL M UNTED CONTROLS OR THERMOSTATS, DO NOT USE WALLS FOR COMPONENT SUPPORT. 25. CONTRACTOR SHALL PROVIDE OWNER WITH A MINIMUM OF TWO COPIES OF ALL INSTALLATION/INSTRUCTION MANUALS FOR ALL EQUIPMENT FROVIDED BY THE CONTRACTOR. 26. THE S/A AND R DUCTWORK MAY BE FIBERGLASS (DUCTBOARD). 27. ALL RIGID FIBROUS GLASS DUCTS AND PLENUMS SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH THE PROVISIONS OF THE SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. ALL JOINTS, SEAMS AND DUCT WALL PENETRATIONS INCLU ING BUT NOT LIMITED TO, THE JOINTS BETWEEN SECTIONS OF DUCT AND THE JOINTS BETWEEN DUCT AND OTHER DIS RIBUTION SYSTEM COMPONENTS SHALL BE MECHANICALLY ATTACHED AND SEALED TO 100 PERCENT CLOSURE USING APPROVED CLOSURE SYSTEMS AS SPECIFIED IN THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTI N. INSULATION VALUE TO BE MINIMUM R-6. 28. AS -GUILTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 29. WHERE REQUIRED BY THE BUILDING DEPARTMENT TO HE RUN INSIDE THE BUILDING ENVELOPE, ALL CONDENSATE PIPING SHALL BE INSULATED FOR AT LEAST THE FIRST 15 FEET WITH MINIMUM 4" THICK ARMAFLEX OR EQUAL. UNLESS OTHERWISE NOTED ON THESE DRAWINGS, CONDENSATE PILING MAY BE PVC SCHEDULE 40. BASIC SCOFIE OF WORK 1. REMOVE GRILLES ANT FLEX DUCT WHERE NOTED. INSPECT EXISTING DUCT CONDITION AND RTU CONDITION AND REPORT TO OWNER. PROVIDE NEW FILTERS IN RTU AT END OF PROJECT, 2. REBALANCE RTU SO THAT IT HAS 500 CFM 0/A, 2000 CFM R/A AND 2500 CFM S/A. 3. PROVIDE TEST AND EALANCE OF RTU ONLY. TESTING OF INDIVIDUAL GRILLES IS NOT REQUIRED. 4. EXTEND 12X12 R/A )UCT AS SHOWN. 5. FURNISH AND INSTAL NEW GRILLES AND FLEX DUCT. 6. EXHAUST FAN IN DELETED BATHROOM MAY REMAIN OR BE REMOVED. SEAL OFF EXHAUST DUCT IF REMOVED. WIRE FAN TO LOCAL WALL SWITCH IF TO REMAIN. 7. MATCH EXISTING GRI LE STYLE IN FACILITY FOR NEW AND REPLACEMENT GRILLES. R/A GRILLES IN BACK FFICE AREAS MAY BE EGGCRATE TYPE. ALL R/A GRILLES IN AREAS VISIBLE TOP BLIC TO MATCH EXISTING STYLE AND COLOR. CONTRACTOR MAY NEE TO FURNISH AND INSTALL OBD ON EXISTING GRILLES IN ORDER TO PROVIDE COMFORT BALANCE. ALL NEW GRILLES TO HAVE OBD FOR BALANCING. 8. CONDENSATE FROM HU-1&2 TO BE PUMPED TO ROOF FOR DISPOSAL. EXI' ATM ROOM S G TOIL T RM. __ REFRIG _ _ TELLER WORK PRINTER 125 �,- L 15 0 EXI S ; - - 200 NN AREA 275 ' ----250EF- _ -- 150 ��5 L - -- L_ 4-4 - _ -a _ LOUNGE 200 ---RTU 1--------------------- - -.-- HVAC NEW FLOOR PLAN SCALE 1 /4" = V-0" �OJLUT ED EX CTED EX AU T N 5 I SUPPLY DUCT EXISTING HVAC PLAN SCALE 1/4" = 1'-0" HVAC LEGEND E,N SUPPLY DIFFUSER E=EXISTING; N=NEW RETURN REGISTER E,N E=EXISTING; N=NEW EXHAUST' GRILLE E E=EXISTING THERMOSTAT MEOW EXHAUST FAN .I VOLUME DAMPER (MANUAL) (X=ko=xxX- FLEX DUCT S.D. KEY WITCH 500 RTU-1: TOTAL CAPACITY = 75,000 BTUH, SENSIBLE. CAPACITY = 72,000 BTUH, TOTAL SUPPLY AIR = 2500 CFM ELECTRIC HEATER = 7,5 KW, 1 STEP; FAN 0.6 HP, ELEC. SERV. 208V, 3 PH., 60 Hz; MCA = 32, MFS = 45SEER = 9.85, TRANE, MODEL TCD060C3, MANUAL OUTSIDE DAMPER, PROVIDED W/ SMOKE DETECTOR IN BOTH SUPPLY AND RETURN AIR DUCT. CAP TO BE PROVIDED WITH INSECT SCREEN SELF FLASHING - BASE ATTACH DUCTWORI, TO CAP AND SEAL ROOF CAP DETAI`= CONTROL SEQUENCE BATHROOM EXHAUST FANS TO BE LOCAL MANUAL OPERATION. DUCT SMOKE DETECTORS TO SHUT DOWN ASSOCIATED RTU & ALARM IN F.A.P. (IF PRESENT) ASHRAE 62`CALCULATION 21 PEOPLE X 20 CFM/PERS = 420 CFM. 500 CFM SUPPLIED AHU-1 &2,CU-1 &2 DATA cn z 0 w Ir 0 o r� p o I Ln ^il Q V 0 o o \ U mLdo w z O F-- Q � w w a- o V) o c- 'U ME 0 U (n O o � U U °= U O +J U) J > o L O 00 E I 4 • N Ln c.T r U -4- Q g J O J IJ o (D _ �.J U cfl -� J Ln x D � y V U7 loo Lr' � � M U� z Q Z Q �o m J Q c- EZ z� U V) U z Q Q Ch�o c N > a m � = o AHU-3/CU-3 TO BE A MITSUBISHI 3/4 TON DUCTLESS MINI -SPLIT �- MODEL NUMBERS MS09TW (INDOOR) AND MU09TW (OUTDOOR). = INDOOR UNIT TO BE WALL MOUNTED, 115,\/, 15A BREAKER, MCA=0.5A, WT. 20 pVk4qA,,,wOUTDOOR UNIT TO BE 115V, 15A BREAKER, MCA=11A,WT 71 LBS.REFRIGERANT LINES 1/4X3/8 (LIQUIDXGA), REFER TO MFR LITERATURE FORI f�`F z ('A� THERMOSTAT BY MANUFACTURER SET FOR COOLING ONLY, TIME OF DAY Li PROGRAMMING IS NOT REQUIRED FOR THIS UNIT. UNITS ARE PROVIDED FOR BACKUP o COOLING OF THE ATM ROOM AND SERVER Rnnf,A� LVANIZED STRAP (2 REQ'D) NDENSING UNIT cp —2"X1 —2"X4" ANGLE ------NEOPRENE PAD g"BOLT QUIPMENT STAND BY CONTRACTOR DETAIL FOR CU-2 1. SET ANGLES TIGHT AGAINST UNIT. 2. BOLT ANGLES TO EQUIMENT STAND 3. PROVIDE 1-1/2" GALVANIZED STRAP AROUND CONDENSING UNIT AT 2 LOCATIONS 4. ANCHOR STRAP TO ANGLES WITH #8 TEK SCREW OR HEAVIER. 5. STRAP TO BE PULLED TIGHT AROUND CU AND ANGLES. 6. EACH STRAP TO BE SCREWED INTO CU HOUSING AT 2 PLACES OPPOSITE SIDES WITH #8 TEK SCREWS. CONDENSATE PAN AUXILIARY DRAIN PAN ONDENSING UNIT #8 TEK SCREW OR HEAVIER- 12 ONG ATTACHED AT ALL 4 CORNERS PULL STRAP TIGHT AROUND EQUIPMEN STAND EXIST EQPT STAND 18" MIN ROOF ATTACHMENT OF STAND TO ROOF BY OTHERS. CONDENSING UNIT TIE DOWN DETAIL NITS TYPICAL Z—BAR & WIRE HANGER DETAIL TYPICAL CHANNEL AND STRAP TYPICAL HANGING STRAP HANGER DETAIL AND SADDLE DETAIL TYPICAL DUCT SUPPORT DETAILS NTS NOTE: HANG DUCT PER SMACNA STANDARDS CONDENSING UNIT MOUNTING DETAIL. n.t.s. PROVIDE (2) 1/8° STEEL STRAPS AROUND C/U's CABINET. C. UNIT BOLTED TO 6" CONCRETE SLAB THROUGH NEOPRENE PADS WITH (4) 3/8"x 3° ANCHOR BOLTS. — — — — — r 6" CONCRETE SLAB NEOPRENE PAD (TYPICAL) CONCRETE PAD UNION 1" ARMAFLEX 115V/60/1 0 CONDENSATE PUMP HARTELL KT3X-2ULT CONDENSATE DRAIN DETAIL TO ROOF DRAIN cn z 0 w o o 0 1 o I Q cn 0 II n, Q p Of \ C) m w o LLJ3 w J (' C)z C) � QS LLJ w O� Q C) O!f I J 0- C) cn 0 U LL- � o U U J n , V J 0 O � v s v J +/d V) 0 W LL / 7 l Ln 00 I Q L U Q 0 �-- J O O° +,� U co J x ' o LI' �cn �4- z� o CAD W �Lr') J L.� L 0 3 U � W� cy z V) Q z Q �o m � �R z� Z U cn U °° z Q �� N > m r _ NOTES: THE SITE PHOTOMETRIC DRAWING WAS DESIGNED UTILIZING THE SPECIFIED LUMIN IRE MANUFACTURER. ANY DEVIATION FROM THE DESIGN DRAWINGS SHALL REQUIRE PLAN REVISIONS, RE —SUBMITTAL 0 THE PLAN REVISIONS TO THE PERMITTING AGENCIES FORA PROVAL, AND POSSIBLE TIME DELAYS. THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED WITH ANY DEVIATIONS FROM THE DESIGN DRAWINGS IN THE INITIAL PRICING. PROVIDE SHOP DRAWINGS SHOWING COMPUTER PHOTOMETRICS IN COMPLIANCE WIT THE ABOVE CRITERIA. THE SPECIFIED L E MINAIRE MANUFACTURER'S REPRESENTATIVE SHALL BE RESPONSIBLE TO COORDINATE THE INSTALLATION AND TO INSURE THAT THE SITE LIGHTING IS IN COMPLIANCE WITH THIS PLAN. PROVIDE ADDITIO AL HOUSE SIDE SHIELDS, LIGHTS, POLES, ADJUSTMENTS, ETC. AS REQUIRED TO MEET THESE REQUIREMENTS. THE CONTRACTOR AND MANUFACTURER'S REPRESENTATIVE SHALL 1 MAKE ALL FINAL ADJUSTMENTS AFTER SUNDOWN AS REQUIRED FOR A COMPLETEI AND OPERATIONAL SYSTEM. PROVIDE A SIGNED LETTER, FROM THE MANUFACTURER'S REPRESENTATIVE, TO THE ENGINEER, AFTER THE INSTALLATION IS COMPLETE AND INSPECTED. THIS LETTER SHALL STATE THAT THE SITE LIGHTING IS IN C MPLIANCE WITH THE DESIGN DRAWING REQUIREMENTS, AND MEETS ALL OCAL MUNICIPALLY REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, MIN LIGHTING LEVELS, SPILLAGE LEVELS, LUMINAIRE TYPES ETC. 2.2 2,, 2 Im 3 3. 3.5 3. 2.8 2.4 2.9 3.6 4.2 5.0 5. 9 8.2 EXISTING POLE LIGHT.� PROVIDE NEW TIME CLOCK TO \ CONTROL THIS LIGHT FOR DUSK TO DAWN OPERATION. COORDINATE WITH BUILDING OWNER FOR COMPLETION. 7.7 SA 8. 7 6. PHOTOMETRIC PLAN SCALE: 1 /8" — 1 '—O" wQ Ln aMM� W�Lo p JO1 Imot o QN U o tn Wo Z WMO �M O I 3Zr*- —U Z=r. W N-jOmi � Na'.✓ O U V) z 0 tf} O a � o �� o ztk M00 F- M W O LJ z W (ry 0 ►-- w W t <t _ -J CL G C/7 C ) i7 U) 0 <� _1 O i_ f U O U J g rO� u J W Ln (� ((00 • n} I.,n C'T ram. _f -� LL Q M cp D +� U CIDi C.0 — x 4-1 -� cn U 0CL m �zn� W 0 C) —� n U W -� cl- f-- z � �- m W 0 KC z Q (o 0 o ry N m �I _ n a APR 15 'I.00`� o Z x z w w 0 EXISTING WALL MOUNTED LIGHT ON HOUSE PAN11. ON FROM DUSK .TO DAWN ON A TIME CLOCK 13 ■ 0 (D 9 P-7 OE ----1 J -4- A P - 5-- F 101 1 0 1 P-7 A�__B ___ LAMA[ __ - OB B LL P-9 ....... .. ... P_ 11 FV_ EXISTING WALL MOUNTED LIGHT P 1 -20 TO BE REMOVED WID GFCI L- CU -J P-40 J BOX FOR ALARM ON WALL 6" ABOVE TOP )F SAFE, INTO CEIL, VERIFY'W/ BANK ALARM VENDOR 3/4" C. ROOF P-4 P-6 BANKUNITED STANDARD PLUGMOLD, OUTLETS P-34 ED PER BANK jJj',jjT_'D 'STANDARD, MOUN T ABO�//E BACKSPLASH SPACI E GFIc 17% )4T Pl Lil IT, U0 P - i P - 2 P-22 P-36 3 8 EXISTING TOILET MOUNT AT 12" AFF P__ 10 P-8 !NSIDLE CABINETS INS TA HOT MICRO TELLER WORK E-2 J�L ABOVE AREA P-24 LOUNGE IP 3112. Ico +48" PHONE N IK PIER P-12 P --'] 4 6" ABOVE LAY IN lX.-*E ILING CENTER ON DOOR. FOR S EC U R�Tr UN53WITCHED POWER OTO PORTABLE GENERATOR j[ FOR ALARM USE. Ac- EXIST, WP I ALA AT A jl� - Y S T E M P-16 OUTLET j PI -2i P_ 18 -20- 4, EXIST, AC PACKAGE UNIT W P P N L PNL E. SEE RELOCATE EXISTING FA RISER M T S _2 DEVICES AS REQUIRED E pi-i \1 r NL Pl IT FC),0�vI Pl -20" P-26 P1-5 W P GFCI TO PORTABLE GENERATOR-" BOX FOR ALARM ON WALL 6"' ABOVE TOP OF SAFE, 3/4" C. P 1 2, t FUTURE INTO CEIL. VERIFY W// BANK ALARM VENDOR P 1 _3 91 ROOF PROVIDE 36" CLEARANCE IN FRONT OF PANEL AND MTS PROVIDE 4" C. SLEEVE THRU CEIL. IN LOCATION AS PER P'l-13 BELL SOUTH AND BANKS LOW VOLTACJ_ VENDOR J BOX FOR ALARM ON WALL 6" ABOVE T(Dp OF SAFE, 3/4" C. INTO CEIL. VERIFY W1 BANK ALARM VENDOR I 0 0 P-27 LIGHTING PLAN -A ATM ROOM F F( AC 4 0 Pl -6 c WALL MOUNT 40" PLASMA TV C 46" WIDE, 29" HI, 4 " DEEP CENTER POWER, DATA ON TV MOUNT HEIGHT MOUNTING HEIGHT BY BANKUNITED9 7 Pi 0 P 1 -8 C . F_ -1 F_ --I I F_i --I -7 C -i _j (j�, L I — — — — I _J L v LUMINAIRE SCHEDULE DES MTG LAMP VOLT WATTS DESCRIPTION MANUFACTURER & CATALOG NUMBERS NOTES A R F 120 3F32T8 2X4 LAYIN LENSED DAY BRITE 2DG332FS01 B R F 120 3F32T8 2X4 PARABOLIC DAY BRITE 2P3GS33236AL C R F 120 2U32T8 2X2 LAPIN DAY BRITE 2P36S2314633AL D S F 120 2F32T8 4' WRAP AROUND DAY BRITE OWN1232120 E S H 120 2-10W EMERGENCY LIGHTIN t,-, Wz 90 MIN BATTER DIJ ALITE L730-111 v F R F 120 2F32T8 4' PARABOLIC O)IJUMBIA VHC94232FLS113SEB8LH1201WW o s MH 208 X ATM LIGHTING DA, Y BRITE DSSI 75M I 210DAM X S LED 120 5W EXIT LIGHTING Ml�_BATTERY DIJALITE LXURWE ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING, 3500 K, .8 CRI LAMPS WITH LOW HARMONIC, ELECTRONIC BALLASTS. PROVIDE DIMMING BALLASTS FOR ALL DIMMED FIXTURES. ALL FIXTURES SHALL BE FURNISHED WITH ALL MOUNITING, HARD ARE NECESSARY FOR THE INSTALLATION AS SHOWN ON THE PLANS. EXISTING RECESSED LIGHTS (2) REPLACE AND WIRE AS SHOWN GALE: 1/4" =-- V-0" ECURITY --'TO PORTABLE GENERATOR CIRCUIT B E-2 PI-15 SIGN ON TIME ME CLOCK El 6" ABOVE LAY IN CEILING Pi-i0 CENTER ON DOOR. UN"SWITCHED POWER FOR ALARM USE. FOR SECURITY SIGN ON TIME CLOCK POWER PLAN SCALE: 1/4"' = V-0" Lj Ln it :<(f) 0 Cl w 0 U) > LAJ c� 0Et < 0 m L.J 0 Li Y_ Z 3 (D C) Ld ry 2: --J c)) M U) U) 0 0 co E_ 0\1 Lc) Z_ C_.1_ < Jt _J n U Q0 co 0 < C-L LL 0 0 T 0 cn Imo: 4� LLJ co < 0 L0 P EL SCHEDULE MOUNTING: FLUSH NEMA RATING: 1 TYPE LOAD CENTER AIC : 10,000 AIC MAIN : MLO VOLTAGE : 120/208V PHASE & WIRE: 3 PHASE, 4 WIRE AMP RATING : 200 AMPS PANEL ID: P LOCATION: X RCENG KT 0. rRIP Amps WIRE & CONDUIT CIRCUIT DESCRIPTION VA LOAD CIRCUIT DESCRIPTION WIRE & CONDUIT TRIP AMPS CKT NO. PHASE PHASEI PHASE A B C 1 0 1 12/C LIGHTING 1200 RECEPTACLES 3 i2 C 20 1 540 2 3 0/1 12 C LIGHTING 1200 RECEPTACLES 3 12 C 20 1 540 4 5 0 1 12 C LIGHTING 1200 RECEPTACLES 3 12 C 20 1 540 6 7 0 1 12 C LIGHTING 1200 RECEPTACLES 3 12 C 20 1 540 8 9 0 1 12 C LIGHTING 1200 RECEPTACLES 3 12 C 20 1 540 10 11 0 1 12 C LIGHTING 1200 RECEPTACLES 3 12 C 20 1 12 540 13 0/1 - SPARE 540 AC UNIT EXISTING 50 3 3500 14 15 0 1 RECEPTACLE ROOF EXISTING 540 3500 16 17 0 1 3 12 C RECEPTACLES 540 3500 18 19 0 1 3 12/C RECEPTACLES 540 RECEPTACLES 3 12 C 20 1 540 20 21 O/1 3#12/C RECEPTACLES /,� L"a` 540 RECEPTACLES 3 12 C 20 1 22 540 23 2071 - SAC 540 RECEPTACLES 3 12 C 20 1 24 540 25 0 1 12 C SIGN NOTE 2 1500 RECEPTACLES 3 12 C 20 1 26 540 27 0 1 12 C ATM LIGHTING NOTE 1 1500 RECEPTACLES 3 12 C 20 i 28 540 29 0 1 12 C ATM LIGHTING NOTE 1 1500 RECEPTACLES 3 12 C 201 540 3011 31 Q 3 3 6,1 8, 1 1 4"C PANEL P 1 4320 RECEPTACLES 3 12 C 20 1 540 32 33 4320 RECEPTACLES 3 12 C 20 1 540 34 35 4320 RECEPTACLES 3 12 C 20 1 F36 540 7 0 2 4 8,1 C PANEL E 1620 RECEPTACLES 3 12 C 20 1 540 38 39 f j I j I 0 AC 1 3 12 C 20 1 540 40 41 >0 1 - SPACE 1620 CU 3 12 C 20 1 42 540 NOTE 1 DIVERSE WITH AHU SUBTOTAL 1: PROVIDE TIME CLOCK 2: PROVIDE TIME CLOCK X X X TOTAL VA 52,980 VA I (LINE) = VA/VOLTS/1.73(3 PH) I (UNE) = 148 AMPS 17660 17660 17660 COMMERCIAL SPECIFICATIONS THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, TAXES AND OTHER FEES AS REQUIRED FOR A COMPLETE JOB. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH STATE' AND LOCAL AUTHORITIES HAVING JURISDICTION AND THE NATIONAL ELECTRICAL CODE. THE CONTRACT DOCUMENTS INDICATE THE EXTENT AND GENERAL ARRANGEMENT OF EQUIPMENT AND WIRIN . ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE DOCUMENTATION, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE INCLUDED. THE WORK SHA L BE OF FIRST CLASS QUALITY. THE CONTRACTOR SHALL PROVIDE A GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIALS, OR EQUIPMENT FOR A MINUMUM OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. IF ANY DE ARTURES FROM THE CONTRACT DOCUMENTS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAIL OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THIS MUST BE DONE AS SOON AS POSSIBLE AND WITHIN TEN (10) AYS AFTER AWARD OF THE CONTRACT. NO SUCH DEPARTURES SHALL BE MADE WITHOUT ARITTEN APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ALL EQUIPMENT SIZES. COORDINATE THOSE CONDITIONS AND SIZES WITH THE OTHER TRADES AND THE OWNER'S REPRESENTATIVE BEFORE P CING ORDERS. THE CONT ACTOR SHALL WIRE AND CONNECT ALL MOTORS, STARTERS, CONTROLS OR OTHER ELECTRICA4 ITEMS PROVIDED BY THE OTHER TRADES. THE CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING. PROVIDE POWER TO ALL CONTROL DEVICES. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL TELEPHONE AND CABLE UTILITIES. PRIOR TO A.NY WORK, THE CONTRACTOR SHALL CONTACT THE TELEPHONE AND CABLE PROJECT MANAGERS FOR COORDINATION AND UTILITY REQUIREMENTS. FURNISH ONE COPY OF THE ELECTRIC PLANS TO THE PROJECT MANAGER FOR REVIEW. NOTIFY THE OWNER AND ENGINEER OF ANY DI CREPANCIES. THE CONT ACTOR SHALL PROVIDE ALL CUTTING AND PATCHING, ETC. FOR A COMPLETE JOB. ALL MATER ALS SHALL BE NEW, SHALL BEAR THE LABEL OF THE UNDERWRITERS LABORATORIES OR APPROVED EQUIVALENT, SHALL BE APPROVED BY THE LOCAL CODE ENFORCING AUTHORITIES, AND SHALL BE OF COMMERCIAL GRADE. ALL FUSES SHALL BE TIME -DELAY, CURRENT LIMITING, CLASS 1 RK' (0-600A) OR CLASS L (600-600 A). FUSES SHALL BE SIZED AS SHOWN ON THE DRAWINGS. ALL WIRINC SHALL BE COPPER, THE MINIMUM SIZE SHALL BE #12 AWG, EXCEPT AS NOTED. THE INSULATION SHALL BE THHN, THWN. ALL WIRING SHALL BE IN CONDUIT. ALL GUTTE AND WIREWAY SIZES SHALL COMPLY WITH N.E.C. ARTICLE 376.22 AND TABLES 312.6(A) 4 (B). ELECTRICAL] EQUIPMENT EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. ALL UNDE GROUND CONDUIT SHALL BE PVC SCHEDULE 40 WITH PROPER SIZED GROUND CONDUCTOR. SCHEDULE 80 PVC SHALL BE USED WHERE CONDUIT IS EXPOSED AND IS SUBJECT TO DAMAGE. PENETRATI N OF ALL PIPES AND CONDUITS THROUGH FIRE RATED PARTITIONS SHALL BE IN COMPLIANC WITH UL ASSEMBY. PROVIDE 3M FIRE BARRIER CP-25 N/S FIRESTOP CAULKING OR CONDUITS UP TO 4" IN 2 HOUR (MAX) RATED FIRE PARTITIONS. WHEN SHO DRAWINGS ARE PROVIDED THE FOLLOWING SHALL APPLY: 1. PROVIDE A DETAILED UST OF ANY DEVIATION BETWEEN EACH SPECIFIED ITEM AND THE ITEM SUBMITTED FOR REVIEW. THIS LIST SHALL BE HIGHLIGHTED SUCH THAT ALL DEVIATIONS ARE OB IOUS AND CLEAR, INCLUDE INFORMATION ON DIMENSIONS, FINISH, MATERIAL, ETC. 2. PROVIDE SCALED SHOP DRAWINGS SHOWING THE FIT OF ALL ITEMS WHERE THE DIMENSIONS OF THE SUBMITTED ITEMS ARE DIFFERENT FROM THE SPECIFIED ITEMS. 3. PROVIDE COST SAVINGS INFORMATION TO OWNER, WHERE ANY DEVIATIONS ARE IDENTIFIED IN THE DETAILED LIST ABOVE PANEL SCHEDULE MOUNTING: FLUSH NEMA RATING: 1 TYPE LOAD CENTER AIC 10,000 AIC MAIN MLO VOLTAGE : 120/208V PHASE & WIRE. 3 PHASE, 4 WIRE AMP RATING : 200 AMPS PANEL ID: P1 LOCATION: X RCENG KT NQ. TRIP AMPSI CONDUIT IRCUIT DESCRIPTIOtj VA LOAD CIRCUIT DESCRIPTION WIRE & CONDUIT TRIP AMPS CKT NO. PHASE PHASE PHASE A B C 1 20 1 3 12 C RECEPTACLES 540 RECEPTACLES 3 12 C 20 1 540 2 3 20 1 3 12 C RECEPTACLES 540 RECEPTACLES 3 12 C 20 1 540 4 5 20 1 3 12 C RECEPTACLES 544 RECEPTACLES 3 12 C 20 1 540 6 7 20 1 3#12/C RECEPTACLES 540 RECEPTACLES 3 12 C 20 1 540 8 9 20 1 3 12 C RECEPTACLES RECEPTACLES 3 12 C 24 1 540 10 11 20 1 3 12 C RECEPTACLES 540 RECEPTACLES 3 12 C 20 1 12 540 13 20 1 3 12 C RECEPTACLES 540 SPACE - 20 1 540 14 15 20 1 3 12 C RECEPTACLES 540 SPACE - 20 1 540 16 17 20/ 1 - 540 SPACE,,----, - 20 1 18 540 19 20 1 - SPACE 540 n AN RECEPTACLES 3 12 C 20 1 540 20 21 20 1 - SPACE 544 AC 3 12 C 20 1 540 22 23 2671 - SPACE 540 4U 3 12 C 20 1 24 540 NOTES: X SUBTOTAL TOTAL VA 12,960 VA I (LINE) = VA/VOLTS/1.73(3 PH) I (UNE) = 36 AMPS 4320 4320 1 4320 ELECTRICAL LEGEND 2'X4' RECESSED FLUORESCENT LIGHTING FIXTURE 2'X2' RECESSED FLUORESCENT LIGHTING FIXTURE FIXTURE USED AS A NIGHT AND/OR EMERGENCY LIGHT O 4' WRAPAROUND o DOWN LIGHT 0 EXHAUST FAN rvs� EMERGENCY LIGHTING FIXTURE WITH BATTERY BACK-UP. WIRE TO UNSWITCHED LEG ON CLOSEST LIGHTING CIRCUIT. 9 EXIT SIGN LIGHT WITH BATTERY BACK-UP. WIRE TO UNSWITCHED LEG ON CLOSEST LIGHTING CIRCUIT. 120V-20A TOGGLE SWITCH - 42" AFF. 2-2 POLE, 3-3 WAY, 4-4 WAY, D-DIMMER, K--KEY, F-FAN SPEED CONTROL, M-MOTOR RATED WITH OVERLOADS. 120V - 20A DUPLEX RECEPTACLE - 18" AFF OR AS NOTED (C=CEILING MOUNTED) 120V - 20A DUPLEX RECEPTACLE - FLOOR MOUNTED 4 120V - 20A DUPLEX RECEPTACLE - MOUNTED ABOVE COUNTER 120V - 20A QUADRUPLEX RECEPTACLE - MOUNTED 18" OR AS NOTED SPECIAL PURPOSE RECEPTACLE - MOUNT AS REQUIRED FOR EQUIPMENT, CONTRACTOR f0 MATCH EQUIPMENT PLUG WITH RECEPTACLE. O JUNCTION BOX 'i TELEPHONE/DATA OUTLET - 18" AFF OR AS NOTED - STUB 3/4" INTO CLG OR 3/4" IN ALL OPEN SPACES TO EQUIPMENT ROOM TELEPHONE OUTLET - 18" AFF OR AS NOTED - STUB 3/4" INTO CLG OR 3/4" IN ALL OPEN SPACES TO EQUIPMENT ROOM PC PHOTOCELL TG TIME CLOCK, PROGRAMMABLE, 7 DAY, SEASONAL DAYLIGHT ADJUSTMENT, 4 HOUR BATTERY BACK-UP. (INTERMATIC ET 70415C OR EQUIVALENT) FLcl LIGHTING CONTACTOR SDP SURGE PROTECTION DEVICE (ERICO OR EQUIVALENT) () MOTOR - SEE PANEL SCHEDULE FOR SIZE DISCONNECT `,WITCH, SIZE AND FUSE AS NOTED. F-FUSE PER MFG STARTER, MAGNETIC, ENCL, HOA, OLS, AUX, SIZE AS REQUIRED CONDUIT RUN CONCEALED AS POSSIBLE FLEXIBLE CONDUIT ■■Ir ELECTRICAL DISTRIBUTION PANEL EC ELECTRICAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF EWH ELECTRIC WATER HEATER EWC ELECTRIC WATER COOLER - INSTALL RECEPT CONCEALED BEHIND UNIT SMOKE DETECTOR - MTD IN A/C DUCT FOR UNIT SHUT DOWN. WIRED WITH REMOTE HORN, LIGHT AND TEST SWITCH LP—S FIRE ALARM PULL STATION, 46" AFF TO OPERATING LEVER CFIRE ALARM AiJDIBLE & VISUAL SIGNAL 80" AFF (75 CD) (C=CEILING MOUNTED) C FIRE ALARM STROBE 80" AFF (75 CD) (C=CEILING MOUNTED) POWER SUPPL PANEL SCHEDULE MOUNTING: FLUSH NEMA RATING: 1 TYPE LOAD CENTER AIC 10,000 AIC MAIN : 30 A MCB VOLTAGE : 120/208V PHASE & WIRE: 1 PHASE, 3 WIRE AMP RATING : 60 AMPS PANEL ID: E LOCATION: X RCENG C N0. TRIP AMPS WIRE & CONDUIT CIRCUIT DESCRIPTION VA LOAD CIRCUIT DESCRIPTION WIRE & CONDUIT TRIP AMPS CKT NO. PHASE PHASE A B 1 20 1 3 12 C RECEPTACLES 540 RECEPTACLES 3 10 C 30 1 0 2 3 F2Q/1 20/1 3#12/C RECEPTACLES 540 SPACE - 20 1 1080 4 5 - SPACE SPACE - 20 1 0 6 7 20 1 - SPACE 0 SPACE - 20 1 0 8 NOTES: X SUBTOTAL X X TOTAL VA 3,240 VA I LINE = VA/VOLTS I LINE) = 16 AMPS 1620 1620 TO EXISTING FIRE ALARM SYSTEM Q FIRE ALARM RISER DIAGRAM SCALE: NTS NOTE: THE FIRE ALARM CONTRACTOR SHALL PROVIDE THE FIRE ALARM PERMIT. PROVIDE SIGNED AND SEALED DRAWINGS PREPARED BY A DELEGATED FLORIDA PROFESSIONAL ENGINEER. THE PERMIT PLANS SHALL BE BASED ON THE CRITERIA WITHIN THIS SET OF PLANS. PROVIDE ADDITIONAL DEVICES, ETC AS REQUIRED. PROVIDE ALL DOCUMENTATION REQUIRED BY THE AUTORITY HAVING JURISDICTION. PROVIDE ALL DOCUMENTATION TO THE ENGINEER OF RECORD FOR REVIEW AS PER FBC 61G15-30.005 M TELE EXTEND EXISTING CONDUIT FROM BELLSOUTH TO NEW LOCATION INCLUDE ALL CUTTING, PATCHING ETC. n 3/4" STUB ABOVE CEILING r I I #6 TO = EXISTING n BUILDING GROUND MAIN 1/1 r----�-------------------- L-------------------- II I_IJ 1 120011 �1 I 3 TC C FC 13-- EpilP1 l I 1200I I I I _J EXISTING 4-1/0, 1 #6, 2„C i1 I 1 L-----------------_.----- -J 3/0, TO EXISTING GROUND TENANT SPACE 7526 TELE/DATA RISER DIAGRAM SCALE: NTS lfi, �- 30 AMP 120/208V PLUG, WP FOR CONNECTION TO FUTURE EM GEN LOCATE AT BACK DOO LOCKING COVER 30 AMP —' DASHED = EXISTING 120/208V SOLID = NEW 1 PHASE MANUAL TRASFER SWITCH SQD 92251 ' ELECTRICAL RISER DIAGRAM SCALE: NTS Z WM� 0 Z Nan w Moto z 3�n z L.Li N-1p�i N® �Q V z O Lo > w d 0 o _I `- o .. w o � � c� C)Z J x d U of I J a- o (f) o I () I w o U L 0 t�3 O " > O L w d o E i Q . EV n tj} rn cv" > c" cp 1 CID J � x a Et o z� _ 1 M Q � M Iy I' O C0 Lt 7 z_ FW— U c - m 41 U �° U �M Q (o Ld C, 11 � M —1 Ltd r\ —a c; x Z WL w w V) 1 51005