HomeMy WebLinkAboutA105-C_FIFTH FLOOR BUILDING PLANDN 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
A105-CFIFTH FLOORBUILDING PLAN -AREA CAREA DAREA D
AREA CAREA C
AREA BAREA BAREA CAREA CUNIT B10
546
A428
UNIT B9
542
A427
UNIT B3
543
A420
UNIT A6
548
A409
UNIT A6
550
A409
UNIT A6
552
A409
UNIT A6
554
A409
UNIT B4
556
A421
UNIT A12
558
A415
UNIT A6
560
A409
UNIT A6
562
A409
UNIT A6
564
A409
UNIT A6
566
A409
UNIT A12
545
A415
UNIT A12
547
A415
UNIT A2
549
A404
UNIT A2
551
A404
UNIT B8
553
A426
MECH
M504
MECH
M503
CORRIDOR
C502
CORRIDOR
C505CORRIDOR
C503
SCALE:
01 BUILDING PLAN - AREA C
FIFTH FLOOR
1/8" = 1'-0" NORTH
01
A207
02
A202
05
A451
STAIR #1
ST1-5
STAIR &
ELEVATOR LOBBY
EL501
EL501A
ST1-5EL501B
M504M503F20G501
3'-8" 5'-7" 5'-4" 4'-5 12" 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"5'-1" 3'-2" 5'-4" 4'-7" 4'-4 14" 3'-8" 4'-414" 6'-6" 6'-6" 5'-812" 3'-8" 5'-6"
31'-8" 25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
44'-512"
℄ - ℄
213'-514"
3'-8" 6'-4" 4'-9 14" 3'-8" 8'-7 5 8" 3'-8" 4'-85 8" 4'-111 2"
4'-1112"35'-1134"
℄ - ℄ 5'-8" 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'-212"16'-1112" 3'-8"3'-1112" 4'-512"3'-8" 3'-8" 4'-4" 4'-4" 3'-8" 3'-8" 4'-4" 16'-112" 16'-0"℄ - ℄28'-0"4'-012"6'-8" 4'-2" 3'-8" 3'-8" 4'-2"22'-212"22'-10"45'-012"6'-112"
10'-8"
5'-4" 3'-5"
714" 112"112"112"112"6"4'-4"3'-2" 3'-2" 4'-858" W2 W2 W2 W2 W2 W8W1 W1 W1 W1 W1 W1 W1 W1 W1 W1
W1 W1
W1 W1 W1 W1 W1 W1 W1 W2
W1
W1
W1
W1
W8
W8
W2
W1
W1
W1
W1
W1
W1
W1
W1
W2
W2
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W2 W2
W2 01/02
A205
3'-2" 4'-10"5'-1" PICKLE BALL
PB501
ELEVATOR #1
WG5A
WG5A
WG5A
WG5A
WG5A
WG5A
WG5A
WG5B WG5BWG5B WG5B WG5B
WG5B
WG5B WC1WC1
WG3A
WG4AWG3AWG4AWG4BWG4BWG4BWG4BWG4BWG4B
WG4B
WG4B
WG4B
WG4A
WG4A
WG4A WG5AWG5BWG5AWG6AWG6BWG5AWG5AWG5AWG5BWG5BWG5B WG5BWG5AWG5AWG4AWG5AWG5A
WG5A
WG4A
WG5AWG5AWG5AWG5AWG5AWG5AWG5B WG5B WG5BWG5BWG4A
WG4A
WG3A
WG3A
WFC1
WFC1WFC1WFC2
WFC2
WFC1
WFC1WFC2WFC3WFC3 WFC1WFC1WFC1WFC1WFC2
WFC3
WFC1
WFC1
WFC1
WG4AWFC1WFC1WFC1WFC1WFC2
WFC2
WFC1
WFC1
WFC1
W1
W1
W1
W1 3'-8" 10'-0" 3'-8" 10'-0" 3'-8" 5'-8" W1
3'-8"3'-8" 18
18
18
18
18
1823
15
25
27
26
253'-8" 3'-8" 6'-8"4'-2"02
A352
02
A353
02
A353
03
A353
03
A351
TYP.
06
A351
WFC1+0"AFF 3'-0" 1'-6"6'-0"3'-0"
+3"AFF
+3"AFF
+1-1/2"
AFF
+0"AFF
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