HomeMy WebLinkAboutA104-C_FOURTH FLOOR BUILDING PLAN- AREA CUP
DN 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
A104-CFOURTH FLOORBUILDING PLAN -AREA CAREA DAREA D
AREA CAREA C
AREA BAREA BAREA CAREA CUNIT S3
444
A402
UNIT A1
446
A403
UNIT B1
442
A417
UNIT B3
443
A420
UNIT A1
448
A403
UNIT A1
450
A403
UNIT A1
452
A403
UNIT A1
454
A403
UNIT B4
456
A421
UNIT A12
458
A415
UNIT A1
460
A403
UNIT A1
462
A403
UNIT A1
464
A403
UNIT A1
466
A403
UNIT A12
445
A415
UNIT A12
447
A415
UNIT A2
449
A404
UNIT A2
451
A404
UNIT A2A
453
A405
MECH
M404
MECH
M403
CORRIDOR
C402
CORRIDOR
C405CORRIDOR
C403
SCALE:
01 BUILDING PLAN - AREA C
FOURTH FLOOR
1/8" = 1'-0" NORTH
01
A207
02
A202
04
A451
STAIR #1
ST1-4
STAIR &
ELEVATOR LOBBY
EL401
EL401A
ST1-4EL401B M404M403F17G401
3'-8" 5'-512" 3'-2" 5'-4" 4'-5 1 2" 4'-8" 3'-8" 3'-11" 4'-8" 3'-8" 3'-11" 3'-2" 5'-4" 4'-7" 4'-8" 3'-8" 3'-11" 4'-8" 3'-8" 3'-11" 3'-2" 5'-4" 4'-7" 3'-2" 5'-4"4'-7" 3'-2" 5'-4" 4'-7" 4'-4 14" 3'-8" 4'-414" 6'-6" 6'-6" 5'-012" 4'-4" 4'-10"
31'-8" 25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
19'-112"
℄ - ℄
213'-514"
3'-8"
6'-4"
4'-9 1 4" 3'-8" 8'-7 5 8" 3'-8" 4'-85 8" 4'-111 2"
4'-1112"35'-1134"
℄ - ℄ 5'-812" 10'-8" 5'-10" 3'-2" 4'-812" 3'-8"3'-111116" 3'-1158"3'-8" 4'-858" 3'-2" 4'-10" 5'-1" 4'-10" 5'-1" 3'-8"3'-1038"4'-858" 3'-8" 3'-1038"3'-2" 4'-10" 5'-1"42'-4" 22'-4"℄ - ℄25'-5316"℄ - ℄25'-5516"℄ - ℄25'-4"℄ - ℄25'-4"℄ - ℄166'-2 12"16'-1112" 4'-9"5'-4" 5'-912"4'-512" 3'-8"3'-8" 4'-4" 4'-4" 3'-8" 3'-8" 4'-4" 16'-112" 16'-0"℄ - ℄16'-0"℄ - ℄27'-10" 4'-012"6'-8" 4'-2" 3'-8" 6'-8" 4'-2"22'-212"22'-10"45'-012"2'-8" 5'-4" 5'-1" 6'-112"
10'-8"
5'-4" 3'-5"
714" 112" 112"112"112"112"6" 4'-4"3'-2" 3'-2" 4'-858" W2 W2 W2 W2 W2 W8
W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W5 W5W1 W1 W1 W1 W1 W1 W1
W2
W5
W5
W5
W5
W5
W5
W8
W8
W2
W1
W1
W1
W1
W1
W1
W1
W1
W2
W2
W2
W2
W1
W1
W1
W1
W1
W1
W1
W1
W2 W2
W2 01/02
A205
ELEVATOR #1
UNIT TYPE
APT #
SHEET
31'-8"6'-1112" 123'-9"
6'-1112"54'-7" 31'-8" 6'-1112"WG5A
WG5A
WG5A
WG5A
WG5A
WG5A
WG5A
WG5B WG5BWG5B WG5B WG5B
WG5B
WG5B WC1WC1
WG3A
WG4AWG3AWG4AWG4BWG4BWG4BWG4BWG4BWG4B
WG4B
WG4B
WG4B
WG4A
WG4A
WG4A
WG5AWG5BWG5AWG6AWG6BWG5AWG5AWG5AWG5BWG5BWG5BWG5BWG5AWG5AWG4AWG5AWG5A
WG5A
WG4A
WG5A WG5AWG5AWG5AWG5A WG5AWG5AWG5B WG5BWG5B WG5BWG5BWG4A
WG4A
WG3A
WG3A
WFC1
WFC1WFC1WM1
WM1
WFC1
WFC1WM1WM1WE1WFC3WFC3
WFC3
WFC2WFC2WFC1WFC1
WFC1WFC1WFC1 WFC1WFC2WE1WFC1WFC1
WFC1
WFC1WFC1
WFC2WFC2WM1
WM1
WM1
WM1
WE1
WE1
WE1
WFC3
WFC1WFC1WFC2
WFC2
WFC1
WFC1WFC1 WFC2
WFC2
WFC1
WFC1 WG4A4'-4"5'-4" 2'-8" 3'-4" 5'-4" 4'-4" 4'-4" 3'-4" 3'-4" 2'-8" 4'-4"3'-4" W5 5'-1" 4'-10" 18
16
18 18
23 18
15
18
18
3'-8" 3'-8" 3'-8"4'-2"02
A352
02
A353
02
A353
03
A353
03
A351
TYP.
06
A351
+0"AFF 3'-0" 1'-6"6'-0"3'-0"
+3"AFF
+3"AFF
+1-1/2"
AFF
+0"AFF
W1
W1
W1
W1
W1
W1
1 ADDENDUM #1 05-07-2021
2 CONSTRUCTION
ISSUE
07-08-2021
3 PERMIT
REVISION
08-04-2021
3
04/15/22