HomeMy WebLinkAboutA102-D_SECOND FLOOR BUILDING PLANDN
UP ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20010
APRIL 23, 2021THE SIGNATURECARMELCARMEL, INPERMIT SET ENGINEERGENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE
JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE
CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS.
2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL
WORK WITH THE OWNER.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT
REGULATORY AGENCIES.
4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT
DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR
TO FABRICATION OF ALL MILLWORK AND WALL FINISHES.
5. DO NOT SCALE ANY DRAWING. ANY DIMENSIONS ARE TO BE
OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS.
REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON
RECORD.
6. ALL DIMENSIONS ARE TO C.L. OF DEMISING WALL OF UNITS AND FACE
OF FRAMING.
7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE
JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL
CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD-DOCUMENTS
SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE
PROJECT.
8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND
CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE
OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR
TO THE START OF THE WORK.
9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS
RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL
RESPONSIBILITY FOR COORDINATION OF WORK.
10. PRIMARY ENTRANCE DOOR NUMBERS CORRESPOND TO ROOM
NUMBERS OR UNIT NUMBERS.
PLAN KEY NOTES
1. 6" GALVANIZED TUBE STEEL BOLLARD FILLED WITH GROUT. PAINT IN FIELD.
2. STRUCTURAL STEEL LATERAL BRACING. SEE S SERIES SHEETS
3. CHASE TO ROOF ABOVE - TEMPORARILY CLOSE CHASE WITH RATED GYPSUM
WLL BOARD ASSEMBLY UNTIL TENANT IS READY TO INSTALL DUCTWORK.
4. EXTENT OF CONCRETE SLAB WHILE SPACE IS IN SHELL CONDITION.
5. ELECTRIC METERS - SEE E SERIES SHEETS.
6. GALVANIZED 1-1/2" DIAMETER TUBE STEEL HANDRAIL. PAINT IN FIELD.
7. PAIR OF ELECTRIC WATER COOLERS - SEE P SERIES SHEETS
8. KONE MRL 2500 LB ELEVATOR
9. 3 YD DUMPSTERS BY OTHERS.
10. PROVIDE 1/2" PLYWOOD PANEL ON THREE WALLS FROM 3' TO 7' OVER GWB
AND PAINT WHITE FOR MOUNTING ELECTRICAL PANELS.
11. ADA ACCESSIBLE 4C RECESSED MAIL BOXES - 310 MAIL BOXES. EACH UNIT
SHOULD BE BLACK FINISH WITH 10 MAIL SLOTS, 1 OUTGOING, & 2 PACKAGE
LOCKERS.
12. MOP SINK WITH 36" MOP AND BROOM HOLDER
13. PRINTER BY OWNER
14. GOLF SIMULATOR
15. U SHAPED BIKE LOOPS (MEET CARMEL CITY STANDARDS FOR SPACING AND
CLEARANCES)
16. KONE MRL 4500 LB ELEVATOR
17. 1-1/2" DIAMETER TUBE STEEL RAMP HANDRAIL MOUNTED TO BLOCKING IN
WALL.
18. FIRE EXTINGUISHER IN SEMI RECESSED CABINET WHEN IN STUD WALL, SURFACE
MOUNTED ON PRECAST.
19. BIKE HANGERS SIMILAR TO VERTICALLY HANGING BIKE WALL RACK BY CYCLE
SAFE - 124 COUNT
20. BIKE MAINTENANCE AREA - SIMILAR TO HUSKY 6 FT. ADJUSTABLE HEIGHTSOLID
WOOD TOP WORKBENCH IN BLACK WITH PARK PCS-12.3 HOME MECHANICA
BENCH MOUNT REPAIR STAND MOUNTED TO COUNTER
21. SHELVING BY OWNER
22. FAST ACTING ROLL UP DOOR SIMILAR TO OVERHEAD DOOR RAPIDGRILLE AP
SECURITY GRILLE SYSTEM MODEL 676 WITH OPENING SPEED OF 50 IPS
23. ELECTRIC CAR CHARGING STATIONS. SEE E SERIES SHEETS
24. 18" X 24" FIRE RATED ACCES PANEL TO SHAFT
25. 4'-0" TALL BLACK CHAIN LINK FENCE WITH 2 GATES, 6'-0" TALL ACROSS
NORTH SIDE OF COURT
26. PICKLEBALL COURT SURFACE - 2 COATS OF FORTIFIED ACRYLIC
RESURFACER, 3 COATS OF FORTIFIED LAYKOLD COLOR CONCENTRATE WITH
COURT MARKINGS.
27. ONE SET OF DOUGLAS PREMIER, BLACK PICKLEBALL NET POSTS IN SLEEVES
WITH NET.
28. FOR MONUMENTAL STAIR DETAILS, REF A807 SHEET.
29. PROVIDE TEMPERED GLASS RAILING WITH MINIMAL BLACK STAINLESS STEEL
HORIZONTAL CAP RAIL. GLASS PANELS SHOULD BE MOUNTED ON BLACK
STAINLESS STEEL CRL RAIL BASE SHOE HARDWARE. REFERENCE STRUCTURAL
DWGS FOR STEEL MOUNT SUBSTRATE DETAIL.
30. AT COLUMNS PROVIDE 12" METAL CHANNEL & TIGHT WRAP WITH GYP. BOARD.
31. PROVIDE DOG WASH STATIONS AT THIS LOCATION.
UNIT TYPE
APT #
UNIT SHEET
UNIT TAGS:* INDICATES METAL STUD
CONSTRUCTION; SEE UNIT SHEET
A102-DSECOND FLOORBUILDING PLAN -AREA DAREA DAREA D
AREA CAREA C
AREA EAREA E
AREA DAREA D
UNIT A2A
255
A405
UNIT A2A
257
A405
UNIT A2A
259
A405
UNIT A2
261
A404
UNIT A2
263
A404
UNIT A6
265
A409
UNIT A8
267
A411
UNIT B1
269
A417 UNIT A1
271
A403
UNIT A1
273
A403 UNIT B3
275
A420
UNIT A1
268
A403
UNIT A1
270
A403
UNIT A1
272
A403
UNIT A1
274
A403
UNIT A1
278
A403
UNIT B1
276
A417
MECH
M205
CORRIDOR
C203
CORRIDOR
C204
CORRIDOR
C205
CORRIDOR
C203
SCALE:
01 BUILDING PLAN - AREA D
SECOND FLOOR
1/8" = 1'-0" NORTH
01
A205
01
A203
02
A452
STAIR #2
ST2-2
STAIR &
ELEVATOR LOBBY
EL202ST2-202
A206
F8M205G202
5'-1" 4'-10" 3'-2" 4'-858" 3'-8" 3'-1038"4'-858" 3'-8" 3'-1038" 3'-2" 4'-10" 5'-1" 4'-858"3'-8"3'-1038"4'-858" 3'-8" 3'-1038"3'-2" 4'-10" 5'-1" 3'-2" 4'-10" 5'-1" 2'-10" 3'-8" 3'-11" 4'-858" 3'-8" 8'-758" 3'-8" 4'-914" 3'-1038"3'-8" 4'-858" 6'-312" 6'-312"25'-4"℄ - ℄25'-4" ℄ - ℄ 25'-4" ℄ - ℄ 25'-4" ℄ - ℄ 35'-1012"℄ - ℄25'-514"℄ - ℄7'-6"3'-2" 3'-5"5'-4" 10'-8" 5'-11"5'-1" 5'-4" 2'-8" 4'-9" 3'-8" 3'-10" 3'-10" 4'-1112" 5'-4" 2'-8" 4'-9" 3'-8"162'-734"5'-312"3'-8" 7'-8" 3'-8" 5'-2" 4'-3116"6'-10316"
25'-4"25'-4"
℄ - ℄
25'-4"
℄ - ℄
35'-1012"
℄ - ℄
6'-10316"
118'-81116"25'-4 5 8 "6'-8 516 " 12'-0" 6'-8516"5'-0"5'-958"2'-0"
28'-0"6'-112" 3'-8" 6'-0" 3'-8"6'-0" 5'-1012"3'-8" 6'-0" 3'-8" 6'-0" 25'-212" 25'-512"50'-8"4'-11"3'-1012"4'-134" 5'-3" 5'-4"5'-4"16'-112"6'-11516" 112"16'-114"℄ - ℄16'-114"℄ - ℄16'-0"℄ - ℄16'-0"℄ - ℄3'-8" 3'-8" 3'-8"3'-8" 4'-11" 4'-9" 5'-11" 5'-4" 5'-9"4'-11" 714"112"4'-712" 714"4'-4"W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W8
W2
W2
W2
W1
W1
W2
W2W2 W2
W1W1 W1 W1 W1 W1 W1 W1
W1
W1
W1
W1
W1
W1
W1
W1
W2
W9
W9
W1
W1
W1
W1
W1
W1
W2
W2
W2
W2 16'-7"ELEVATOR #2
+17'-4"
(869.33)
+17'-4"
(869.33)
WARP CONCRETE TOPPING ON
PRECAST TO ALIGN WITH TOP
OF GYPCRETE
02
A202
02
A203
WG5AWG5AWG5AWG5AWG5AWG5BWG5BWG5B WG5B WG5B WG5BWG6BWG5BWG5B WG5AWG5AWG6AWG5AWG5AWG5AWG5A
WG5A WG5A
WG5A
WG5B
WG5B WG5B WG5B
WC1
WG3A
WG4A
WG4A
WG4B
WG4A
WG4A
WG4A
WG3A
WG3A
WG4B
WG4B
WG4B
WG4B
WG4B
WG4A
WG4B
WG5A
WG5A WG5AWG5AWG4AWG4AWG4BWG4BWG4BWC1WG3AWG4A
WG4A
WG4A
WG4A
WC1
WG3A
WG3A
WFC1 WFC1WM1
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WE1
WE1
WE1
WE1
WE1
WE1
WE1
WFC3
WFC3WFC1WFC1WFC1
WFC1
WFC1 WFC1WFC1WFC1WFC1WFC1 WM1WM1WM1WM1 WFC1WFC1WFC1WFC1 WFC1 WFC1
WM1
WM1
WM1
WM1
WM1
WM1WM1
WM1
WM1
WM1
WFC1
WFC1
7'-8" 3'-8" 6'-8" 3'-8" 6'-4"
W1W1 W1 W1
18
18
18
EL202A
EL202B22'-514"03
A353
02
A351
02
A353
02
A353
02
A353
03
A351
TYP.
03
A352
1
1 PERMIT
REVISION
08-04-2021
04/15/22