HomeMy WebLinkAboutA104-B_FOURTH FLOOR BUILDING PLAN- AREA BDN 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 RYTEC PREDADOOR NXT 3 PLY
RYLON DOOR PANEL 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 WAS STATIONS AT THIS LOCATION.
UNIT TYPE
APT #
UNIT SHEET
UNIT TAGS:* INDICATES METAL STUD
CONSTRUCTION; SEE UNIT SHEET
A104-BFOURTH FLOORBUILDING PLAN -AREA BAREA BAREA BAREA CAREA CUNIT B4a
429
A422
UNIT A3
435
A406
UNIT A1
437
A403
UNIT A1
439
A403
UNIT A1
441
A403
UNIT B12
434
A430
UNIT A1
436
A403
UNIT A1
438
A403
UNIT A1
440
A403
AREA BAREA B
AREA AAREA A
UNIT B3
430
A420
UNIT S1
431
A400
CORRIDOR
C401
CORRIDOR
C402
UNIT A12
433
A415
SCALE:
01 BUILDING PLAN - AREA B
FOURTH FLOOR
1/8" = 1'-0"
NORTH
01
A206
01
A202
02
A205
02
A207
02
A204
04
A457
04
A455
STAIR #4
ST4-4
ST4-4F16
F153'-8" 4'-4" 4'-4"1'-8"2'-2"16'-2"3'-6" 3'-8" 4'-4" 4'-4"16'-0"℄ - ℄3'-4" 2'-8"2'-8" 3'-4" 2'-8" 2'-8" 2'-8" 6'-3"
46'-5"3'-4" 3'-1012"4'-10" 8'-2" 4'-4" 2'-2" 8'-0" 4'-4" 4'-4" 8'-2" 4'-10"28'-2" 40'-6"68'-8"5'-2" 5'-412" 3'-4" 6'-0"
3'-4"
28'-8"
2'-612"7'-1012" 7'-1012" 15'-9" 5'-7" 3'-8" 8'-5" 4'-1012"3'-8"26'-212"41'-1112"7'-0" 9'-4" 5'-0" 1'-10" 5'-0" 7'-2" 9'-4" 6" 1012"3'-5" 4'-0" 2'-8" 4'-9" 3'-8" 3'-10" 3'-10" 5'-4"2'-8" 4'-9"3'-8" 5'-1" 3'-10"5'-4" 2'-8" 4'-9" 3'-8" 5'-1" 3'-10" 5'-4"2'-8"4'-9" 3'-8" 4'-7"714"
23'-2" 22'-4" 10'-0 1 2" 22'-4" 25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-5 14"
℄ - ℄
153'-113 4"
3'-2" 4'-4" 6'-312" 9'-4" 4'-10" 3'-2" 4'-9" 3'-8" 3'-10" 4'-9" 3'-8" 3'-10" 5'-1"4'-10" 3'-2" 4'-9" 3'-8" 3'-10" 5'-1" 4'-10" 3'-2" 4'-9" 3'-8" 3'-10" 5'-2 14"4'-10"3'-2"
8'-0" 35'-10 1 2"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-5 14"
℄ - ℄119'-113 4"5'-4"2'-012"10'-9" 5'-812" 5'-812"3'-8" 3'-8" 7'-8"4'-9"3'-11" 3'-8" 2'-1114"2'-1114"3'-8" 3'-11" 4'-8 58" 3'-8" 8'-758" 4'-914" 3'-8" 36'-534" 35'-1134"℄ - ℄23'-1112" 96'-5"2'-2"7'-212"10"
6" 1'-412"6"2'-8"3'-4"4'-4" 1'-8" 4'-4" 1'-8" 2'-2" 4'-4" 4'-4" 4'-4"4'-4"4'-0" 4'-0"112" UNIT B1
428
A417
UNIT B1
426
A417
UNIT A2
423
A404
UNIT B6
425
A424
UNIT B1
427
A417
W5
W5
W5
W6 W6 W6 W6
W7
W5
W5
W5
W5
W5
W5
W5
W7 W7
W8
W1
W1
W1
W1
W2 W2 W2 W2 W1
W1 W1 W1 W1 W1 W1 W1 W1
W2 W2 W2
W2
W1W1 W1 W1 W1 W1 W1 W1
W2 W2 W2 W1
W2
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W5
W5 W5
W5
W5
W5
W5 W5 W5
W5
W5
W5
W5
W5
W5
W5 W5
W1
W1
W1
W1
2"ELEVATOR #3
EL403
UNIT TYPE
APT #
SHEET
JANITOR
J401
ELEC
E401
MECH
M402 M402E401J401WG4A
WG5A
WG4AWG5A WG5AWG5BWG6AWG6AWG6BWG6BWG4A
WG4B
WG4A WG4AWG4AWG4BWG4BWG4BWG4BWG5AWG5AWG5A
WG5A
WG5A
WG5A
WG5A
WG5A
WG6A
WG5B WG5B
WG5B WG5B
WG6B
WG6B
WG6A
WG5A
WG5A
WG5A
WG5A
WG5B
WG5B
WG5B
WG5B
WG4AWG4AWG4AWG4AWG4BWG4BWG4BWG4A WG4A
WFC1
WFC1
WFC1
WFC1
WFC1
WFC1WFC1WFC1
WFC1 WFC1WFC1WFC1WFC1WFC1WFC1WFC1 WFC1WFC1 WFC1WM1
WM1WM1WM1WM1WE1WM1WFC3WFC3 WM1WM1WM1WE1WE1WFC3 WFC1 WFC1
WFC2WFC2 WFC1 WFC1WFC1WFC1 WFC1
WM1
WE1
WM1
WE1
WM1
WE1
WFC3
WM1
WM1
WM1
WM1
WM1
WE1
WE1
WFC3
WM1
WM1
WM1
WE1
WE1
WG5AWG5AWG5AWE1WE1WE18'-8"
8
18
10 18
W1
W1
01
A351
TYP.
01
A352
01
A353
01
A353
SIM.
01
A353
02
A352
04/15/22