HomeMy WebLinkAboutA101-C_FIRST FLOOR BUILDING PLAN+5'-0"
(857.00)
+2'-0"
(854.00)
+1'-6"
(853.50)
+1'-6"
(853.50)
(853.00)
+2'-0"
(854.00)
+2'-0"
(854.00)
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UP
UP
+4'-0"(856.00)
UP
+2'-0"(854.00)
+1'-0"
(853.00)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
A101-CSCALE:
1 BUILDING PLAN - AREA C
FIRST FLOOR
1/8" = 1'-0"
AREA DAREA D
AREA CAREA C
AREA BAREA BAREA CAREA CELEC
E102
UNIT A1*
146
A403
UNIT A1*
148
A403
UNIT A1*
150
A403
UNIT A1*
152
A403
UNIT A1*
154
A403 UNIT B4*
156
A421
UNIT A12*
158
A415
UNIT A1*
160
A403
UNIT A1*
162
A403
UNIT A1*
164
A403
UNIT A1*
166
A403
WATER
W101
MAINTENANCE
MA101
BIKE
STORAGE
B101
TRASH
T102
NORTH
01
A207T102W101 31'-712"7'-0"31'-8" 70'-312"4'-718"
17'-314"
12'-8"
6'-11" 26'-434" 5'-4" 6'-212"
01/02
A205
02
A202
E102C102CORRIDOR
C102
CORRIDOR
C105
SFR
W4
STAIR #1
ST1-1
STAIR &
ELEVATOR LOBBY
EL101 EL10101
A451
4'-1112" 4'-10" 3'-2" 4'-8" 3'-8" 3'-11" 4'-8" 3'-8" 3'-11" 3'-2" 4'-10" 5'-1" 4'-8"3'-8" 3'-11" 4'-8" 3'-8" 3'-11" 3'-2" 4'-10" 5'-1" 3'-2"4'-10"5'-1" 3'-2" 4'-10" 5'-1" 4'-414" 3'-8" 4'-234" 6'-534" 6'-614" 5'-812" 3'-8" 5'-6"
31'-8" 25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
11'-612"
169'-1012"
26'-1014" 7'-5"5'-858" 24'-0" 8'-1078" 31'-8" ST1-16'-1178" 12'-0"
1'-0" 1'-0"
W4 W4 W4 W4 W8
W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W1 W1 5'-8"2'-8" 3'-8" 5'-8" 5'-812" 10'-8" 5'-10" 5'-1" 4'-10" 3'-2" 4'-812" 3'-8"3'-111116" 3'-1158"3'-8" 4'-858" 3'-2" 4'-10" 5'-1" 3'-2"4'-10" 5'-1" 4'-858" 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"MA101F2101'-10" 32'-8"5'-1058"
60'-3"8'-258" 5'-334" W1
W1
W1
W1
W8
W8
W4
W3
W3
W3
W3
W3
W3
W3
W3
W4
W4
W4
FIRST FLOORBUILDING PLAN -AREA C01
A113
4'-278"
112"112"112"1'-0" 24'-0"MECH
M103M103 3'-8"G101
ELEVATOR #1
WFC5A
WFC5A
WFC6
WFC6 WS4AWS4AWS4AWS3AWC1WC1
WS3A
WS5A
WS5A
WS5A
WS5A
WS5A
WS5A
WC1
WC1
WC1
WB1AWB1A
WB1A
WB1A
WS6AWS5AWS5AWS5AWS5AWS5AWS4A
WS4A
WS4A
WS3A
WS3A
WS3A
WM2WM3AWM2WM2WM2WE2WE2WE2WE2WE2WM2WM2
WM2
WM2
WM2
WM2
WM2
WM2
WM2
WM2
WM2
WFC6
WFC7WFC7WFC7
WFC7
WFC7 WFC7 WFC7WS1A WS3BWS1A
WS5A
WS5AWM3AWM3AWM3A WM2WFC7 WFC7WFC7
WM2WM2WFC7 WFC7 WFC7WM2WM2WM2WFC7 WFC7WFC7 WFC6
WM2WFC6WE2
WE2
WE2
WE2
6'-138"
W1
3'-8"3'-8" 2'-8"3'-8" 3'-8" 3'-8" 3'-8"3'-8" W1
W1
2'-4"5'-0"5'-0"
WS3B
SFR
SFE
SFD
G102
G103
EVENT CENTER
CH101
CH101B
CH101A
SF4M107R105R103M104
R102
B101
SF5SF5SF5 SF5
M108
B104B103B102C10318
6
15
18
23
16
18
17
17
10
5
5
1
9
18
1
1
22
1
18
17 17 17
21
20
1
W12 W12
8'-918"8'-918"9'-858" 12'-1158" 15'-014" 16'-8"
INDICATES UNIT TYPES TO BE
CONSTRUCTED WITH METAL STUDS.
02
A352
02
A353
02
A353B101MA101A
03
A353
03
A351
TYP.
1 ADDENDUM #1 05-07-202124'-0"2 CONSTRUCTION
ISSUE
07-08-2021
02
A353
3
PERMIT
REVISION
08-04-2021
3
04/15/22
