HomeMy WebLinkAboutA102-E_SECOND FLOOR BUILDING PLANUP
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 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
A102-ESECOND FLOORBUILDING PLAN -AREA EAREA EAREA E
AREA DAREA D
CONDO
UNIT B13
825
A431
CONDO
UNIT B13
824
A431
UNIT A4
282
A407
UNIT A12
283
A415
UNIT A3
281
A406
UNIT A11
279
A414
UNIT B1
280
A417
MECH
M206
CORRIDOR
C205
SCALE:
01 BUILDING PLAN - AREA E
SECOND FLOOR
1/8" = 1'-0" NORTH
02
A203
02
A206
01
A203
F9M206
STAIR #5
ST5-2
ST5-2
02
A456
109'-534"42'-412"31'-112" 35'-1134"℄ - ℄4'-612"4'-4" 7'-9" 4'-4" 10'-212" 4'-4" 7'-0" 112"4'-10" 4'-514" 3'-8" 5'-0" 3'-8" 4'-434" 3'-312" 3'-8" 3'-4" 3'-8" 4'-858" 9'-41116" 3'-8" 4'-138"5'-7"4'-4" 4'-4" 5'-7" 5'-7" 4'-5" 6'-8" 5'-7" 4'-4" 4'-4" 5'-7" 5'-7" 4'-5"
36'-6"
6'-8"
36'-6"
73'-0"42'-412"4'-612"4'-4" 7'-9" 4'-4" 10'-212" 4'-4" 6'-1012" 6'-078" 10'-6"5'-618"4'-2"3'-8" 4'-5" 3'-034"4'-0"2'-1034"4'-512"3'-8" 6'-4" 3'-8" 4'-334" 22'-514"℄ - ℄22'-4"℄ - ℄22'-4"℄ - ℄112"5'-0" 112"112"112"109'-534"W1
W1
W1
W1
W1
W1
W1
W1
W1
W5
W5
W5
W5
W5
W5
W5
W5
W5
W5
W8
W8
W1
W1
W1
W1
W1
W1
W1
W5 W5 W5 W5 W5
W5
W5 W5
W1
W8
WARP CONCRETE TOPPING ON
PRECAST TO ALIGN WITH TOP
OF GYPCRETE WG5AWG5A WG5AWG5BWG5BWG5BWG6AWG6AWG6BWG6BWG5A
WG4A
WG4A
WG4A
WG4A
WG4B
WG5A WG5A
WG5AWG4A
WG4A
WG4A
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WE1
WE1
WE1
WE1
WE1
WFC3
WFC1
WFC1WFC1WM1WE1WM1WFC3WE1WM1WM1WFC3 WFC3
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WM1
WE1
WE1
WFC3 WFC3WFC3WFC1WFC1 WFC1
18
01
A351
TYP.
03
A352
01
A353
04/15/22