HomeMy WebLinkAboutA101-D_FIRST FLOOR BUILDING PLAN+2'-0"
(854.00)
+5'-0"
(857.00)
+5'-0"
(857.00)
+5'-0"(857.00)
+5'-0"
(857.00)
+6'-8"
(858.67)
+5'-0"(857.00)+6'-8"
(858.67)
UP
UP
+5'-0"
(857.00)UP+5'-0"
(857.00)
+4'-0"
(856.00)+4'-0"(856.00)
+4'-0"(856.00)
UP
+5'-6"(857.50)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-D
AREA DAREA D
AREA CAREA C
AREA EAREA E
AREA DAREA D
UNIT A2*
161
A404
UNIT A2*
163
A404
UNIT A6*
165
A409
UNIT A6*
167
A409
UNIT A7*
169
A410 UNIT A1*
171
A403
UNIT A1*
173
A403 UNIT B3*
175
A420
MECH
M105
UNIT A1*
178
A403
UNIT A1*
174
A403
UNIT A1*
172
A403
UNIT A1*
170
A403
UNIT A1*
168
A403
UNIT B1*
176
A417
CORRIDOR
C103
CORRIDOR
C104
CORRIDOR
C105 FIRST FLOORBUILDING PLAN -AREA DSCALE:
01 BUILDING PLAN - AREA D
FIRST FLOOR
1/8" = 1'-0" NORTH5'-1" W4 4'-10" 3'-2" 4'-858" 3'-8" 3'-1038" 4'-858"3'-8" 3'-1038"3'-2" 4'-10" 5'-1" 4'-858"3'-8"3'-1038"4'-858" 3'-8" 3'-1038"3'-2" 4'-10" 5'-1" 3'-2" 4'-10" 5'-1" 2'-10" 3'-8" 3'-11" 4'-858" 3'-8" 8'-758" 3'-8" 4'-914"3'-1038"3'-8" 4'-858" 6'-312" 6'-312"25'-4"℄ - ℄25'-4" ℄ - ℄ 25'-4" ℄ - ℄ 25'-4" ℄ - ℄ 35'-1012"℄ - ℄25'-514"℄ - ℄W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W3
W8
01
A452 7'-6"W4
W4
W4
W3
W34'-4"3'-2" 3'-5"5'-4" 10'-8" 5'-11"5'-1" 5'-4" 2'-8" 4'-9"3'-8" 3'-10" 3'-10" 4'-1112" 5'-4" 2'-8" 4'-9" 3'-8" 162'-734"5'-312"3'-8" 7'-8"3'-8"5'-2" 1'-3 1 16"6'-0"10'-018"
25'-4"25'-4"
℄ - ℄
25'-4"
℄ - ℄
25'-4"
℄ - ℄
17'-41116"
118'-81116"
W4
W4 W4 W4
W3W3 W3 W3 W3 W3 W3 W3 5'-0"2'-0"28'-0"6'-0"3'-8" 6'-0" 3'-8" 6'-0" 5'-1012" 3'-8" 6'-0" 3'-8" 6'-0" 25'-212" 25'-512"50'-8"M105SFI
SFI2'-212"12'-6"2'-012"12'-6"1'-634"8'-5"
2'-1" 16'-112"STAIR #2
ST2-1
STAIR &
ELEVATOR LOBBY
EL102C103AST2-1 EL102A
EL102B
02
A113
SFR
01
A113
W1
W1
W1
W1
W1
W1
W1
W1
02
A206
714"112"112"112"112"1'-312"16'-114"℄ - ℄714"W4
ELEVATOR #2
WC1
WC1
WC1
WC1 WC1WS3A
WS3A WS3AWS3A
WS3A
WS4A
WS4A
WS4A
WS4AWS4AWS5A
WS5A WS5A WS5A
WS4A
WS4A
WS4A WS5A WS5AWS5A WS5AWS5AWS5AWS5AWS5AWS5AWM2
WFC7
WM2
WM2
WM2
WM2
WM2
WM2
WM2
WM2
WFC7
WFC7
WFC6WS6AWM2WM2WM2WM2
WM2
WM2
WM2
WM2
WM2 WS5AWS5AWS5A
WS5A
WE2
WE2
WE2
WFC7WFC7 WE2
WE2
WM2
WFC7 WFC7WE2
WFC7WFC7WFC7WFC7
WFC7 WFC7WFC7 WFC7 WM201
A203
02
A202
01
A205
02
A203
5'-0"5'-0"PET WASH
P101
JANITOR
P102
P101
P102
CLUBHOUSE
CH102
SFD
SFE
SFD F3 SFAC
SFAC
17
18
17
188
17
18
CH102B
CH102A
SF7
SF7
WE2
SF6
INDICATES UNIT TYPES TO BE
CONSTRUCTED WITH METAL STUDS.
31
03
A353
02
A351
02
A353
02
A353
02
A353
03
A351
TYP.
03
A352
ADDENDUM #1 05-07-2021ST2-2PERMIT
REVISION
08-04-2021
2
ASI 02 08-31-2021
C104 C10304/15/22