MECOX ROAD A 6, 000 sq ftground-up modern resi dence i ncl udi ng a separate spa barn and pooloverl ooki ng the f arm el dsofMecox Bay.
MECOX RENDERS
NOTES
329 MECOX
DRAWING ISSUE
329 MECOX ROAD WATER MILL, NY 11976 SCTM#: 1001-04-03-32
FEMA NOTE THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE FLOOD ELEVATIONS.
ENERGY CODE STATEMENT OF COMPLIANCE
ZONING INFORMATION
TO THE BEST OF MY KNOWLEDGE, BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS IN COMPLIANCE WITH NYS 2020 ENERGY CODE. RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS SUBMISSION
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND WILL COMPLY WITH 2020 SUPPLIMENTAL REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE ARCHITECT. 3. THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE PROJECT SITE WITH THE OWNER AND ARCHITECT. THE PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH THE APPROVED PLANS. 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. 5. THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 6. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY AND TO PREVENT CONTACT WITH PUBLIC. 7. THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND PROPERTY AND PROTECT THE SAME FROM INJURY 8. CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND ADJACENT TO SITE. 9. THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED AS A RESULT OF CONSTRUCTION FOR THIS WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL COMPLETION. 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 12. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 14. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 16. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 17. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 18. THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN MATERIAL AND/OR WORKMANSHIP. THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR TO THE OWNER. 19. THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF SKILL, QUALITY AND COMPLETENESS. 20. THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M. AND 5:00 P.M. MONDAY THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. 22. THE CONTRACTOR AND ALL SUB- CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM LINES.
SITE PROTECTION PLAN: 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 2.FIRE SAFETY. ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL BE STRICTLY OBSERVED. 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY FACILITIES, AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. 4.COMPLIANCE WITH HOUSING STANDARDS. THE REQUIREMENTS OF THE NEW YORK CITY HOUSING MAINTENANCE CODE, AND, WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR CONTRACTED WORKERS 6.NOISE RESTRICTIONS. WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT FEDERAL HOLIDAYS 7.MAINTAINING ESSENTIAL SERVICES. WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN & SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DISRUPTION.
SYMBOL LEGEND
NO. 1 2 3 4 5 6 7 8 9 10 11 12
SHEET #
A-110 A-204 A-205 A-650 A-701 A-702 A-703 A-704 A-705 T-001 T-002 T-003 A-101 A-102 A-103 A-104 A-105 A-106 A-107 A-108 A-200 A-201 A-203 A-300 A-302 A-303 A-400 A-401 A-402 A-403 A-404 A-500 A-501 A-502 A-503 P-100
SUFFOLK 103.000-0001-025.004
VILLAGE
SOUTHAMPTON
BLOCK
1
LOT
25.4
NUMBER OF FLOORS
2
LOT AREA
1 ACRES OR 43,695 SQFT
ALLOWABLE BUILDING COVERAGE
8,437 OR 20%
EXISTING ROOFED BUILDING COVERAGE
2,226 OR 5.1%
PROPOSED BUILDING COVERAGE
7,680 or 17.5%
ZONING
R-15
ZONING MAP
SOUTHAMPTON
LANDMARK DESIGNATION
NONE
HISTORIC DISTRICT
NO
BUILDING HEIGHT
31 FT
CONSTRUCTION CLASSIFICATION
VB- CONBUSTIBLE
OCCUPANCY USE GROUP
RESIDENTIAL R-2
SHEET NAME
SCHEDULES KITCHEN SECTIONS KITCHEN SECTIONS RFI FIXTURE DETAILS FIXTURE DETAILS FIXTURE DETAILS FIXTURE DETAILS CONSTRUCTION DETAILS TITLE SHEET GENERAL NOTES PLUMBING AND GAS RISER DIAGRAM PROPOSED SITE PLAN PROPOSED BASEMENT PLAN PROPOSED GROUND FLOOR PLAN PROPOSED 2ND FLOOR PLAN PROPOSED ROOF PLAN REFLECTED CEILING PLAN - BASEMENT REFLECTED CEILING PLAN - GROUND FLOOR REFLECTED CEILING PLAN - SECOND FLOOR EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS KITCHEN DETAIL PLAN SECTIONS SECTIONS SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WINDOW DETAILS & SCHEDULE WINDOW DETAILS DOOR DETAILS & SCHEDULE DOOR DETAILS Pool Plans
COUNTY TAX MAP NUMBER
ACCESSORY OCCUPANCY USE GROUP
--
SPRINKERS SYSTEM
NONE N
ME CO X
M ON TR
OS E
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS NO. 1 2 3 4 5 6 7 8 9 10 11 12
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
Consultants:
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
RO AD
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
329 MECOX ROAD
LN .
D RO NA
VD BL
Architect of Record:
1
LOCATION PLOT PLAN 1" = 400'-0"
SCOPE OF WORK PROPOSED IN THIS FILING: • • • • • • •
NEW TWO STOREY SINGLE FAMILY RESIDENCE PARTIALLY FINISHED BASEMENT DETACHED GARAGE FIRE PLACE HEATED POOL HEATED SPA. SOLAR
ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project:
329 Mecox 329 Mecox Road Southampton NY 11976 Project No.:
BUILDING SQUARE FOOTAGE DATA: GROSS FLOOR AREA INCLUDES EVERY STORY OF THE BUILDING, TO THE EXTERIOR FACE OF THE FRAME
IR-02 Seal/ Signature:
AREAS: FINISHED BASEMENT: 2,000 SF MAIN GROUND LEVEL GROSS = 4,980 SF SECOND LEVEL GROSS = 2,000 SF TOTAL GROSS = 8,980 SF MAXIMUM GROSS LOT COVERAGE = 20% BY MAIN ACCESSORY BUILDINGS
ABREVIATIONS
GROUND FLOOR AREA: 4,980 SF COVERED TERRACE AREA: 694 SF POOL TERRACE : 1153 SF SPA TERRACE : 330 SF ACCESSORY GARAGE: 525 SF
1/20/2022 1:52:53 PM
TOTAL: 7682 SF 7682/43,695 = .184 = 17.5% LOT COVERAGE
Date:
Scale: AS NOTED
Drawing Title:
TITLE SHEET
ALLOWABLE LOT COVERAGE 20% Drawing No.:
T-001
GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21.
STORM WATER DRAINAGE SYSTEMS CALCS.
TEST HOLE
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. SURVEY BY SASKAS SURVEYING JANUARY 21, 1998 AND REVISED WITH TOPOGRAPHY JUNE 12, 2019 ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI I 28 DAY STRENGTH CONCRETE. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TEST. TOTAL LOT AREA AREA =64,636 S.F. (1.484 ACRES) THERE ARE NO WELLS WITH 150 OF THE PROPERTY. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE 0WTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. THE 0WT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY THE 0WTS INSTALLER SHALL REGISTER THE 0NSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE 0WTS. PROVIDE 2" VENT PIPE FROM THE 0WT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE 0WTS TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT . CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS
EXISTING HOUSE ROOF AREA
TEST HOLE ELEVATION 33.0' +/0'-0" 1'-0"
KEY
COMMENTS
DRAWING ISSUE
1593 SQFT X .17 = 271 CUBIC FEET
DARK BROWN LOAM (OL )
271 CUBIC FEET / 42.2 = 6.4 OR 8' OF VERTICAL 8' DIAMETER DRYWELL
PALE BROWN AND BROWN SILTY SAND (SM)
PROPOSED (2) 8' DIAMETER X 4' DEEP DRYWELL
D1
PROPOSED (2) 8' DIAMETER X 4' DEEP DRYWELL
NO. 1 2 3 4 5 6 7 8 9 10 11 12
PROPOSED GYM/YOGA ROOF AREA 10'-0" 111.40 SQFT X .17 = 19 CUBIC FEET
PALE BROWN FINE SAND (SP)
19 CUBIC FEET / 42.2 = .45 OR 1' OF VERTICAL 8' DIAMETER DRYWELL
D2
PROPOSED (1) 8' DIAMETER X 2' DEEP DRYWELL
D3
PROPOSED (2) 8' DIAMETER X 4' DEEP DRYWELL
PROPOSED (1) 8' DIAMETER X 2' DEEP DRYWELL
17'-0"
PROPOSED HALL WAY ROOF AREA NO WATER ENCOUNTERED
2165 SQFT X .17 = 368 CUBIC FEET
TEST HOLE BY MCDONALD GEOSCIENCE DATED 03/05/2019 NO GROUND WATER ENCOUNTERED
368 CUBIC FEET / 42.2 = 8.7 OR 8' OF VERTICAL 8' DIAMETER DRYWELL PROPOSED (2) 8' DIAMETER X 4' DEEP DRYWELL
PROPOSED BEDROOMS ROOF AREA 303 SQFT X .17 = 52 CUBIC FEET 52 CUBIC FEET / 42.2 = 1.2 OR 1' OF VERTICAL 8' DIAMETER DRYWELL
D4
PROPOSED (1) 8' DIAMETER X 2' DEEP DRYWELL
D5
PROPOSED (2) 8' DIAMETER X 4' DEEP DRYWELL
D6
PROPOSED (1) 8' DIAMETER X 4' DEEP DRYWELL
1839 SQFT X .17 = 313 CUBIC FEET 313 CUBIC FEET / 42.2 = 7.4 OR 8' OF VERTICAL 8' DIAMETER DRYWELL PROPOSED (1) 8' DIAMETER X 4' DEEP DRYWELL
PROPOSED LIVING/DINING ROOF AREA 711 SQFT X .17 = 121 CUBIC FEET
WATER TIGHT POLY/PLASTIC COVER INSTALL PER MANUFACTURERS DIRECTIONS
313 CUBIC FEET / 42.2 = 2.8 OR 3' OF VERTICAL 8' DIAMETER DRYWELL
ALL ELECTRIC TO BE PLACED IN SCH. 80 PVC CONDUIT
PROPOSED (1) 8' DIAMETER X 4' DEEP DRYWELL
PROPOSED GARAGE ROOF AREA
REMOTE PLC CONTROL PANEL W/ HP80 COMPRESSOR WATER TIGHT POLY/PLASTIC HOUSEING INSTALL PER MANUFACTURERS DIRECTIONS
Remote PLC Control Panel Detail MARK "F" 1/2" = 1'-0"
4" PVC WASTE LINE PITCHED 1/4" per 1' Min INSTALL PLASTIC RISER RINGS AS NEEDED 12" MAX HEIGHT
INSTALL PLASTIC RISER RINGS AS NEEDED 12" MAX HEIGHT 36' ELEV. 2" VENT TO HOUSE
C.O.
5' - 0"
FF EL. 27.2'
INSTALL DUMMYIN RINGS OR DOME AS NECESSARY TO BRING PROPOSED STRUCTURE TO GRADE.
8' - 0"
+/-EL. 24.5'
ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTIABLE LEACHING POOLS AS APPROVED BY THE SCDHS IN THE EVENT POOL LEACHING MATERIAL IS ENCOUNTERED ECAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED
INV. EL. 19.5' INV. EL.22.0'
+/-EL. 17.3'
4" SDR35 WASTE LINE PITCHED 1/4" per 1' Min
NOTE: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN. MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES REPRESENT ITEMS NOT CONTAINED IN THE PANEL. REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS . FIELD WIREING MUST BE A MIN. OF 60C COPPER WIRES
SPI-BIO
INV. EL. 21.6' INV. EL. 21.0'
INV. EL. 22.6'
TEST HOLE ELEVATION 33' DUG TO 17' BELOW GRADE NO GROUND WATER ENCOUNTERED
SCHEMATIC ELECTRICAL
FOR HYDRO-ACTION AN440
SEPTIC PRODUCTS INC
11
CLEAN OUT DETAIL MARK "J" 1/2" = 1'-0"
6
POLYLOCK_DISTRIBUTION_BOX MARK "B" NTS PLAN FOR DIMENSIONS AND OFFSETS 3/8"SEE = 1'-0"
7
PRIMARY SEPTIC PROFILE NTS SEE PLAN FOR DIMENSIONS AND OFFSETS 1/8" = 1'-0"
R IE S
1 /2" A D
48 1/2
" 4
A D APT
N 59° 40' 00" E 75.00'
10'-0"
NTS SEE PLAN FOR DIMENSIONS AND OFFSETS X A EL F - F A
P -TX LE
3/
A
D A
S
LINE OF SOUTHAMPTON TOWN ACCESSORY SET BACK
A
K
I ND US T
RI E
SEPTIC SYSTEM LEDGEND KEY
Architect of Record: E
DESCRIPTION
E
E
E
LINE OF SOUTHAMPTON TOWN PRIMARY SET BACK
A
- PROPOSED HYDRO ACTION AN1100 I/A OWTS
B
- POLYLOK 20" DISTRIBUTION BOX BETWEEN TREATMENT UNIT AND LEACHING POOLS
G
G
G
G
W
E
W
G
G
W G
G
PLANTER
(H) EXISTING SEPTIC TANK TO BE REMOVED
25' - 0"
S
N D U I S T K A -TPAD R I A FA E X L E
A " 4 3/
∅64
51 1/2
∅70
REMOTE PLC CONTROL PANEL W/ HP80 COMPRESSOR
D
- 8' X 12' PC LEACHING POOL
E
- 8' X 12' PC LEACHING 50% EXPANSION LEACHING POOL
F
- HYDRO- ACTION CONTROL PANEL AND AIR COMPRESSOR
(3) POOL DRAINAGE DRYWELLS
(7) POOL EQUIP 26' - 8"
- PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT
H
- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED IN ACCORDANCE WITH SCDHS STANDARDS
I
- TREATMENT UNIT VENTLINE BACK TO HOUSE TO BE EXTENDED THROUGH ROOF LINE PER NYS 2015 IBC CODE.
J
- CLEANOUT FOR SEPTIC TANK INLET LINE EXTEND TO GRADE PER DETAIL #11
(6) HVAC EQUIP 15' - 0"
1 STOREY GARAGE F.F. ELEV. 26' 710.16 SF D6
1 STOREY F.F. ELEV. 27'-2"
COVERED TERRACE
POOL 25'-2" X 45'-9"
50'-0"
1838.78 SF D5
PATIO
LINE OF POOL FENCE
SITE COMPONENTS LEDGEND KEY
PLANTER
303.30 SF D4
PROPOSED STORM WATER DRY WELL FOR ROOF DRAINAGE
2
PROPOSED DRYWELL FOR POOL DRAINAGE
3
PROPOSED NATURAL GAS SERVICE LINE
4
PROPOSED WATER LINE
5
PROPOSED NON WATER PROOF RETAINING WALL
N 30° 20' 00" W 198.32'
1
D
A 6
63
6 7
FLAT ROOF
RO AD
T. 347-276-6093 E. clay@isaac-rae.com M ON TR
Project: OS E
329 MECOX ROAD
329 Mecox
LN .
329 Mecox Road Southampton NY 11976 D RO NA
LINE OF EXISTING HOUSE TO BE REMOVED
DESCRIPTION
FLOW
B
ME CO X
PATIO
G
C
72
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
S.P.
MECOX ROAD
X
15'-0"
C - SEWER LINE FROM PRIMARY RESIDENCE TO TREATMENT UNIT (4" SDR35 PIPE) 8" MIN COVERAGE
ISAAC - RAE
N
W
-F
3 ∅20_ 4
E
E
W
LE
1 ∅21_ 8
E
W
0" 24' -
AD A PT A
W
S 30° 20' 00" E 190.00'
" 4
E
1 W
3/
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
35'-0"
T US
EX A-F L TAP
N 59° 40' 00" E 141.33'
∅60
45 1/2
10'-0"
I ND
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
23' - 0"
325 MECOX ROAD IMPROVED SINGLE FAMILY RESIDENCE OF PUBLIC WATER
20' - 9"
∅67 AK
Consultants:
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
22' - 4"
118"
REVISION
CONCRETE COVER BELOW GRADE
1' - 11 29/32"
25' +/- final grade INV EL. 26.0'
DATE
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
36"X36"X6" P.C. SLAB WITH 6X6W X.4W1.4 WELDED WIRE MESH
4
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
PROPOSED ENTRY FOYER ROOF AREA
EXISTING ELECTRICAL PANEL "H"
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
NO. 1 2 3 4 5 6 7 8 9 10 11 12
PROPOSED (1) 8' DIAMETER X 2' DEEP DRYWELL
20 AMP BREAKER ALL ELECTRIC TO BE PLACED IN SCH. 80 PVC CONDUIT EXTERIOR RATED JUNCTION BOX BELOW GRADE IN A SPRINKLER BOX
NOTES
VD BL
Project No.:
IR-02 Seal/ Signature:
25'-2" X 13'-2"
9
LOCATION PLAN 1" = 400'-0"
111.40 SF D2
2 STOREY F.F. ELEV. 27'-2"
PROPOSED HVAC EQUIPMENT 19' - 8"
PROPOSED POOL EQUIPMENT
1
2 STOREY F.F. ELEV. 27'-2"
FLAT ROOF
1593.75 SF
2164.54 SF
D1
D3
F
- 0"
TABLE 3 PG 50 – MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES
60
BILL OF MATERIALS A
180052
B
130002
C
100110
D
AN1000-P
E
Ec50-11-Rv.75
R
green from the ground up
APPROVED BY:
A
8' - 0"
D
B
TABLE 4- MINIMUM LEACHING SYSTEM DESIGN FOR A 8 BEDROOM RESIDENCE DEPTH TO GROUND WATER OVER 17'
DESCRIPTION
QTY:
AN1000, 245 NITROGEN REDUCTION COMPLETE
1
TANK, PRE/PUMP 1000
1
KIT, SNG 2 TANK CONNECTING STANDARD
1
ASSEMBLY, RE-CIRCULATION 245 COMPLETE
1
AN1000 W/ PLATFORM COMPLETE
Date:
1
Drawing Title: EGRESS WINDOW WELL
PROVIDED TWO (2) POOLS; 12' DEEP, 8' DIA. 600FT2 SIDEWALL AREA WITH ONE (1) POOL 12' DEEP 8' DIA. FOR 50% EXPANSION POOL
RETAINING WALL
E PLANTER
PROPOSED SITE PLAN
25' - 7"
1
REV. 05/31/17
Drawing No.:
CONCRETE
N
25' - 9"
APRON DRIVEWAY
DRAWN BY: A.DAVIS DATE:
S 59° 40' 00" W 196.35'
PART# 0
Scale: AS NOTED
D
REQUIRED TWO (2) POOLS; 12' DEEP, 8' DIA. 600FT2 SIDEWALL AREA WITH 50% EXPANSION POOL
1
OPS, EC50-30-L-80-PLC
SIGNATURE
35' - 2"
10'-0"
LEACHING CALCULATIONS
AN1000 245 NITROGEN REDUCTION SYSTEM COMPLETE
hydro action
PROPOSED CAPACITY 1000 GALLONS PER DAY
NAROD BLVD.
HA-180053
1
PROPOSED SITE PLAN 1" = 20'-0"
26' - 1"
317 MECOX ROAD IMPROVED SINGLE FAMILY RESIDENCE OF PUBLIC WATER
10'-0"
P/N An1000 HA-Ec50-11-Rv.75
MINIMUM CAPACITY 880 GALLONS PER DAY
PROVIDED FOR 8 BEDROOM
40'-0"
1/20/2022 1:48:23 PM
ITEM
REQUIRED FOR 8 BEDROOM
8' - 0"
40
25'
SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE
8
G
C
12' - 0"
40'-0" I J
HEALTH DEPARTMENT APPROVAL STAMP
A-101
NOTES STRUCTURAL FILL 1. If the removal of unsuitable soil is required throughout the footprint of the building. The owner’s geotechnical engineer shall review and approve the extent of removals required, shall approve the backfill material, and shall inspect all backfilling, placement, and compaction procedures. The owner’s geotechnical engineer shall inspect and approve all subgrade that is deemed to be undisturbed virgin soil. 2. Structural fill shall be placed and compacted up to the elevation of the footing elevations shown on plan. 3. Structural (controlled) fill is defined as a well-graded granular material free of clay and organics, with 100% by weight passing the 90 mm (3 1/2”) diameter sieve, 25% to 70% passing the #4 Sieve, and no more than 10% by weight passing the #200 sieve. Soil particles finer than the No. 200 sieve shall be non-plastic. Material shall conform to the State of Connecticut Department of Transportation standard specifications Form 816, Article M.02.01, Granular Fill, Grading A of Article M.0206. Submit an independent gradation analysis and modified proctor test for Engineer’s review. 4. Structural fill shall be placed in layers not more than 6” in loose depth. Do not place fill material on surfaces that are muddy, frozen, or containing ice or frost. Place fill materials evenly adjacent to the structures, carrying the material uniformly around the structure in each lift. Fill shall be compacted to 95percent of maximum density measured at optimum moisture content and tested at each lift to verify density according to ASTM D1557. 5. NY Crushed Stone shall consist of a 3/4-inch minus durable crushed rock or durable crushed gravel stone and shall conform to NYSDOT Standard Specifications, as amended, for Material Specification 703-02, Coarse Aggregate. ¾” crushed stone shall be Material Designation 703-0201, Size Designation 2. 6. Free draining backfill shall be defined as a well-graded granular material with a maximum size of 3”, 25% to 70% by weight passing the #4 sieve, and less than 6% by weight passing the #200 sieve.
F E.7
A-302
ELECTRICAL SERVICE
E
1
1.1
C-05 WATER FILTER
2 STORAGE RM 1
MECHANICAL ROOM
2.6
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
FOOTING ELEVATIONS
Consultants:
A-301
16' - 8" 16' - 0"
FINISHED FLOOR ELEVATION
C-02
9'-3"
17'-7"
CONCRETE FLOORING
5 2
4.2
BENCH
LAUNDRY RM
82'-10"
4
A-302
C-04
BENCH
6
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
21' - 8"
PANTRY
22'-10"
2
5" SLAB ON GRADE
2
5.9
A-403 WINE CELLAR TBD
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
2
WOOD FLOORING
A-300
6'-10"
2D
4'-6"
Architect of Record:
6.8
ISAAC - RAE
1
UP
A-300
2 2D
7
1
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
A-303
A-303
50'-0"
7.1
7.4
13'-1 1/2" 8'-1"
4 A-403 EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
FAMILY RM
CONCRETE FLOORING
12'-0"
9'-5"
C-06
8.1
3'-5"
2D
8.7
9
4'-9"
CL
CL
6'-1 1/4"
C-06
EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
IR-02 Seal/ Signature:
8'-0"
---
BEDROOM 1 001
C-07
329 Mecox Road Southampton NY 11976 Project No.:
-
2D2D
4'-9"
---
17' - 0"
2D
9'-0"
BATH 002
SHIP'S LADDER TO MEET 2020 NYS CODE & IRC 2018 R311.7.12 & R310.2.3.1 LADDER AND STEPS
T. 347-276-6093 E. clay@isaac-rae.com Project:
329 Mecox 4' TALL CRAWL SPACE
25'-6"
8
C-07
36'-3"
CONSTRUCTION NOTES: PROPOSED P.C. FOUNDATION WALL. SEE STRUCTURAL FOR DETAILS
C-02
PROPOSED SLAB ON GRADE SEE STRUCTURAL PLANS
C-03
PROPOSED 6" PC RETAINING WALL WITH 4" STONE SHELF 6" BELOW GRADE
C-04
PROPOSED FOOTING BELOW
C-05
NEW EXISTING ELECTRICAL AND GAS TO BE COORDINATED BY ARCHITECT PRIOR TO INSTALLATION
Date:
C-06
DRYWALL TYPE NATIONAL GYPSUM TYPE XP MOLD AND MILDEW RESISTANT
Drawing Title:
C-07
BEDROOMS AND BATHROOM FLOORS TO HAVE WARMBOARD
C-08
WINDOW WELL
BEDROOM 2 003
BATH 004
15'-6"
NOTE
C-01
2D 2D
KEY
1 A-302
4'-9"
4'-9"
Scale:
4'-2"
AS NOTED
EGRESS WELL
LADDER C-08
EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
NEW PROPOSED FOUNDATION WALL NEW PROPOSED INTERIOR WALL
1
PROPOSED BASEMENT PLAN 1/8" = 1'-0"
PROPOSED BASEMENT PLAN
SHIP'S LADDER TO MEET 2020 NYS CODE & (IRC 2018) R311.7.12 & R310.2.3.1 LADDER AND STEPS
PLAN LEGEND:
CONSTRUCTION NOTES FOUNDATION PLAN 1/2" = 1'-0"
DATE
3
7'-2 1/2"
1/20/2022 1:48:28 PM
NO. 1 2 3 4 5 6 7 8 9 10 11 12
WATER SERVICE
ELECTRICAL PANEL
25'-7"
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
UP
4'-9"
PREMOLDED COMPRESSIBLE JOINT FILLERS 1. Either closed cell foam conforming to ASTM D5249 Type 2 [Ceramar by WR Meadows or approved equal], or asphalt impregnated conforming to ASTM D994 WATERSTOPS 1. Adcor ES by GCP Applied Technologies (www.gcpat.com). ½” X 1”. UNDERSLAB VAPOR RETARDER Grace Florprufe 120 by GCP Applied Technologies (www.gcpat.com) 2. Foundation Stems waslls to be waterproofed with two coats of Ames brand "Blue Max" waterproofing or equivalent INSULATION 1. All under slab insulation to be closed cell foam to and installed per NYS Energy Code 2020 2. Slab insulation value to be R7.5 or greater 3. All footings and stem walls to be insulated with cloased cell foam to R7.5 or greater
3
F.3
GAS SERVICE
128'-6"
CONCRETE 1. All concrete work shall conform to the ACI "Building Code Requirements for Reinforced Concrete" (ACI 318), latest edition. 2. Slab work shall conform to applicable portions of ACI 302.1R Guide for concrete floor and slab construction, latest edition. 3. Design of concrete mixes, location of construction joints in slabs, staggering of pour placements, location of pour strips, and placement and curing procedures shall be performed by the contractor in a manner that will minimize shrinkage cracking of the slabs. 4. All concrete for footings and walls shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 28 days with a maximum slump of up to 5”. Exposed concrete shall be air entrained. 5. Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.50 or less, maximum slump of 5”, and a minimum ultimate strength of 3,500 psi at 28 days. Provide design mix ingredients such that shrinkage shall be no more than 0.03% to 0.05% . Concrete shall be moist cured and covered for 7 days. 6. All concrete composite on metal deck shall be normal weight concrete with a minimum ultimate compressive strength of 3500 psi at 28 days. Provide design mix ingredients such that shrinkage shall be no more than 0.03% to 0.05% . Provide supporting ASTM C157 testing results for the design mix. 7. The contractor shall repair all shrinkage cracks designated as unacceptable by the architect by injection grouting with no additional cost to the contract. 8. Except at architectural exposed concrete, total cement content by weight shall contain 40% Ground Granulated Blast Furnace Slag (GGBFS) OR shall contain 20% fly ash. GGBFS shall conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618. Design strengths shall be achieved in 56 days with these cement substitutions. 9. Reinforcing steel shall be deformed bars conforming to ASTM A615, Grade 60. Reinforcing steel shall be detailed according to the ACI Manual of Standard Practice (ACI 315), latest edition. 10. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. 11. Welded Wire Reinforcement (mesh) shall conform to ASTM A1064, with a minimum ultimate tensile strength of 70,000 psi. 12. Support and securely tie reinforcing to prevent displacement during concrete placement operations. Wire mesh must lap one full mesh at each side and end laps. Place mesh on chairs to maintain its position during the pour. Rocks, masonry, or other materials may not be substituted for the chairs. 13. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practices. 14. Provide clearances from face of concrete to the closest surface of reinforcement as follows, unless noted otherwise on the structural drawings: Concrete cast against earth 3” Concrete exposed to weather or earth 2” for #6 or larger, 1.5” otherwise. Concrete not exposed to weather or earth Slabs, walls, joists:: 0.75” for #11 and smaller. Concrete not exposed to weather or earth Beams and Columns: 1.5” 15. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". 16. At openings in foundation walls provide (2) #5 bars (1 each face) at each side, placed 2” from edge of opening. Each bar shall extend 2’-0” beyond opening, unless noted otherwise. 17. All grout shall be non-shrink with a minimum compressive strength of 5000 psi. 18. Install slab curing measures immediately after finishing on the same day as concrete placement. Cure slabs using curing paper or plastic with taped joints. Cover the wetted surface as soon as it can be placed without marking the surface. Keep surfaces moist during the cure period by providing additional moisture, wind barriers, sun protection and other methods to promote a slow cure. Use of a curing compound is prohibited. Loss of surface moisture shall be inhibited for at least 7 days by recommended methods per ACI 308. 19. Contractor shall coordinate locations, sizes, extent, etc., of curbs, depressions, slopes, recesses, embedded items, openings in slabs, etc., with architectural and MEP drawings. Information shown on these drawings is schematic in nature and may be incomplete. Indicate all such items on shop drawings.
G
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
2D
FOUNDATIONS 1. Prior to placing the bedding layer of crushed stone under slabs on grade, prepare subgrade by removing all unsuitable, loose, disturbed material. If any fill is required, fill must be controlled fill approved by the geotechnical engineer. See “controlled fill” , above. 2. Do not place concrete on a subgrade that is frozen, muddy, wet, or containing ice or frost. 3. Preservative treated sills shall be anchored to the foundation wall with 1/2" anchor bolts, with Simpson BPS-1/2-3 washers, with a 2.5” 90 degree hook at the end. The bolts shall be embedded 7" into concrete. Locate bolts not more than 12” from ends of each pieces of sill, at sides of openings, and at 4'-0" o.c.. 4. All anchor bolts shall be set in forms and wet set unless noted otherwise.TITEN HD SCREW ANCHORS AS ANCHOR RODS Titen HD anchors may be substituted for anchor rods if requested in writing. Unless shown otherwise on the drawings anchors shall be ½”diameter with a length to provide 4” minimum embedment into concrete, or as indicated on the drawings. By Simpson Strong Tie.
DRAWING ISSUE NO. 1 2 3 4 5 6 7 8 9 10 11 12
WINDOW WELL TO MEET 2020 NYS CODE & (IRC 2018) R310.2.3 WINDOW WELLS
D
C.8 C.4
C
B
A
Drawing No.:
A-102
Emergency Escape and Rescue Openings
BUILDING CODE NOTES:
NOTES
R310.2.1 Minimum Opening Area Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet (0.530 m2). The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. The net clear height of the opening shall be not less than 24 inches (610 mm) and the net clear width shall be not less than 20 inches (508 mm). Exception: Grade floor openings or below-grade openings shall have a net clear opening area of not less than 5 square feet (0.465 m2).
CHIMNEY & MASONRY FIREPLACES: PROPOSED FIREPLACE TO MEET IRC 2018 INCLUDING:
DRAWING ISSUE
R310.2.2 Window Sill Height Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches (1118 mm) above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3.
TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS R1006.1 Exterior Air. R1006.1.2 Masonry Fireplaces Listed combustion air ducts for masonry fireplaces shall be installed in accordance with the terms of their listing and the manufacturer's instructions. R1006.2 Exterior Air Intake The exterior air intake shall be capable of supplying all combustion air from the exterior of the dwelling or from spaces within the dwelling ventilated with outdoor air such as nonmechanically ventilated crawl or attic spaces. The exterior air intake shall not be located within the garage or basement of the dwelling. The exterior air intake, for other than listed factory-built fireplaces, shall not be located at an elevation higher than the firebox. The exterior air intake shall be covered with a corrosion-resistant screen of 1/4-inch (6.4 mm) mesh. R1006.3 Clearance Unlisted combustion air ducts shall be installed with a minimum 1-inch (25 mm) clearance to combustibles for all parts of the duct within 5 feet (1524 mm) of the duct outlet.
NO. 1 2 3 4 5 6 7 8 9 10 11 12
R310.2.3 Window Wells The horizontal area of the window well shall be not less than 9 square feet (0.9 m2), with a horizontal projection and width of not less than 36 inches (914 mm). The area of the window well shall allow the emergency escape and rescue opening to be fully opened. Exception: The ladder or steps required by Section R310.2.3.1 shall be permitted to encroach not more than 6 inches (152 mm) into the required dimensions of the window well. R310.2.3.1 Ladder and Steps Window wells with a vertical depth greater than 44 inches (1118 mm) shall be equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required to comply with Section R311.7. Ladders or rungs shall have an inside width of not less than 12 inches (305 mm), shall project not less than 3 inches (76 mm) from the wall and shall be spaced not more than 18 inches (457 mm) on center vertically for the full height of the window well. R310.2.3.2 Drainage Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by an approved alternative method. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with the United Soil Classification System, Group I Soils, as detailed in Table R405.1.
R1006.4 Passageway The combustion air passageway shall be not less than 6 square inches (3870 mm2) and not more than 55 square inches (0.035 m2), except that combustion air systems for listed fireplaces shall be constructed in accordance with the fireplace manufacturer's instructions.
5.10
G
R1006.5 Outlet The exterior air outlet shall be located in the back or side of the firebox chamber or shall be located outside of the firebox, at the level of the hearth and not greater than 24 inches (610 mm) from the firebox opening. The outlet shall be closable and designed to prevent burning material from dropping into concealed combustible spaces.
F
A-302
E.7
E
NO. 1 2 3 4 5 6 7 8 9 10 11 12
MASONRY FIREPLACE TO MEET 2020 NYS CODE & (IRC 2018) SECTION R10001 CHIMNEY'S AND MANSORY FIREPLACES
DN
5'-6"
C-06
20'-0"
1
1.1
C-08
CW-1 17'-10 5/8"
2
CW-12
4'-6"
CW-1
LIVING ROOM 101
OUTDOOR SINK OUTDOOR WINE COOLER OUTDOOR BURNER
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
3
F.3
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
1'-2 1/4" 24'-3 1/2"
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
2.6
1'-2 1/4"
DATE
OUTDOOR GRILL
5
4
C-11
50'-0"
3 C-11
DINING ROOM 102
GARAGE
Consultants:
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
POOL SIZE 20'-0" X 50'-0"
2 A-301
OUTDOOR FIREPLACE
PROPOSED ISOKERN MAGNUM 60" FIREPLACE
CONCRETE FLOORING
1 A-603
7
4' - 10 1/4"
14' - 7"
4
KITCHEN 103
4.2 C-15
2 A-302
SCULLARY 104
C-12
CW-1
C-07
2 C-10
6
20'-0"
2 CLS.
A-403
CW-11 A-201
3 z-600
2
7' - 3 1/2"
FOYER 105
C-05
7
CW-7
A-503
SPA SIZE 20'-0" X 11'-1" X
A-300
C-10
6 A-602
1/20/2022 1:48:45 PM
PROPOSED MECHANICAL EQUIPMENT SPECS TBD
C-05
PROPOSED STAIRS
C-15
PROPOSED NEW POOL
C-06
PROPOSED ISOKERN FIREPLACE; 60" AT LIVING RM AND 48" AT GARAGE
C-16
BEDROOM AND BATHROOM FLOORS TO HAVE WARMBOARD
PROPOSED STONE TERRACE OVER PC SLAB. AT HEIGHT OF INTERIOR F.F.
C-08
PROPOSED STONE PILLARS AT VERANDA
C-09
PROPOSED WINDOW SEE SCHEDULE
C-17
FLAT EPDM ROOF SLOPED TO ROOF DRAINS
C-18
WINDOW WELL
9'-0" 3'-3 1/4"
CW-9
CL
6'-3"
2
2 A-606
8.7
5'-6" C-05
WOOD FLOORING
3'-0 3/8"
SPIRAL STAIR TO MEET 2020 NYS CODE & (IRC 2018) SECTION R311.7 STAIRWAYS
BENCH
CW-5
CW-2
227 2
MASTER A-701
BATHROOM 113
MASTER BEDROOM 112
CW-8
1 A-601
CW-5
CW-4 15'-9 5/8"
PROPOSED BLUE STONE CLAD CONCRETE RETAINING WALL
C-14
IR-02
8'-7 9/16"
C-13
C-07
A-705
CW-2
PROPOSED ELECTRICAL PANEL
1 A-302 EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
Date:
Scale: AS NOTED
Drawing Title:
11'-11 3/4"
PROPOSED GROUND FLOOR PLAN
C-18 C-10
329 Mecox Road Southampton NY 11976 Project No.:
-
3'-0 3/16" 5'-6"
9
PROPOSED FIXTURE SEE SCHEDULE
8.1
329 Mecox
--BEDROOM 2 110
CONSTRUCTION NOTES:
CW-10
Project:
Seal/ Signature:
1 A-604
12'-0"
4'-6"
CW-2
C-02
C-04
WOOD FLOORING
GYM / YOGA 118
EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
C-03
A-301
1 A-602
-
T. 347-276-6093 E. clay@isaac-rae.com 1
SAUNA 117
12
9'-0"
CL
---
PROPOSED APPLIANCE SEE SCHEDULE
7.4
0' - 10"
13' - 2 25/32"
BATHROOM 109
C-09
BATHROOM 111
C-12
16'-1 5/16" 6
CW-4
CL
DRYWALL TYPE XP IN BASEMENT & BATHROOMS MOLD AND MILDEW RESISTANT TYPE "X" 5/8" EVERYWHERE ELSE
C-11
POOL BATH 116
EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
C-01
C-02
1 A-605
5'-2"
BEDROOM 1 108
A-403
PROPOSED OTIIMA EXTERIOR SLIDING DOORS
A-303
CW-3
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
1 A-504
1'-2"
3'-8"
4
ISAAC - RAE 1
2'-8"
A-702
5'-0"
POWDER 107
2
7.1
C-11
A-300
A-303 9'-5 3/4"
MUDROOM 106
5'-1 3/4"
15 A-602
PROPOSED 2X6 WALL. SEE WALL SCHEDULE
Architect of Record:
1 2
7
C-01
1 P-100
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 STAIR TO MEET 2020 NYS CODE & (IRC 2018) SECTION R311.7 STAIRWAYS
NOTE
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
2
7' - 3 1/2"
2
6.8
KEY
A-200
5.9 11'-0 1/4"
MASONRY FIREPLACE TO MEET 2020 NYS CODE & (IRC 2018) SECTION R10001 CHIMNEY'S AND MANSORY FIREPLACES
4'-5 3/4"
5
8
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
4' - 10 1/4"
C-06
PROPOSED DOOR SEE SCHEDULE
C-13
C.8
PLAN LEGEND: PROPOSED WALL
CONSTRUCTION NOTES PLAN 1/2" = 1'-0"
D 1
PROPOSED GROUND FLOOR PLAN 1/8" = 1'-0"
C.4
Drawing No.:
C
B
A
A-103
NOTES
DRAWING ISSUE
5.10
G
F.3
3
F E.7
A-302
NO. 1 2 3 4 5 6 7 8 9 10 11 12
E
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
1
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1.1 1'-0"
2
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
1 Z-304
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
2.6 TRUSS
3 VERANDA ROOF
Consultants: 2 2
OPEN
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
OPEN
A-301
Z-304
4
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
4.2
14' - 7"
10' - 6 1/16"
5 2 A-302
6'-1"
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
3'-0 3/8"3'-1 3/4"3'-1 3/4" 3'-3 3/16" 40' - 10"
OPEN TO SCULLERY
6
5.9
FLAT ROOF
2 A-300
40' - 10"
Architect of Record: 4'-2 15/16" 5'-0"
4'-11" LAUNDRY 201
CL
3'-6"
1/20/2022 1:48:52 PM
C-02
DRYWALL TYPE XP IN BASEMENT & BATHROOMS MOLD AND MILDEW RESISTANT TYPE "X" 5/8" EVERYWHERE ELSE
C-12
PROPOSED APPLIANCE SEE SCHEDULE
C-03
PROPOSED FIXTURE SEE SCHEDULE
C-13
PROPOSED BLUE STONE CLAD CONCRETE RETAINING WALL
C-04
PROPOSED ELECTRICAL PANEL
C-14
PROPOSED MECHANICAL EQUIPMENT SPECS TBD
C-05
PROPOSED STAIRS
C-15
PROPOSED NEW POOL
C-06
PROPOSED ISOKERN FIREPLACE; 60" AT LIVING RM AND 48" AT GARAGE
C-16
BEDROOM AND BATHROOM FLOORS TO HAVE WARMBOARD
C-07
PROPOSED STONE TERRACE OVER PC SLAB. AT HEIGHT OF INTERIOR F.F.
C-17
FLAT EPDM ROOF SLOPED TO ROOF DRAINS
C-08
PROPOSED STONE PILLARS AT VERANDA
C-18
WINDOW WELL
C-09
PROPOSED WINDOW SEE SCHEDULE
9
22'-8 1/8"
329 Mecox 329 Mecox Road Southampton NY 11976 Project No.:
IR-02
7'-10"
8.7 3 A-604 CL
D MASTER BATH 207
25'-5 15/16"
9'-0" 9'-0" 3'-6"
CL
6'-3"
6'-3"
BATH
8.1
Project:
Seal/ Signature: C-05
---
BEDROOM 4 204
OPEN to BELOW
37' - 0"
-
10'-3"
PROPOSED OTIIMA EXTERIOR SLIDING DOORS
BATH 205
13' - 0"
13'-0"
60'-9 15/16"
CL
11'-10"
C-11
7'-6 1/2"
40' - 10"
12' - 0"
MASTER BEDROOM 2 206
3'-11"
C.4
B
A
1 A-302 EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
3'-6"
PROPOSED 2X6 WALL. SEE WALL SCHEDULE
OFFICE 208
FLAT ROOF
EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
T. 347-276-6093 E. clay@isaac-rae.com
A-301
11'-11 15/16"
24'-1 15/16"
13' - 0"
13'-0"
BATH 203
8
-
NOTE
7.4 1
CL
C-01
32'-6 1/16"
16'-0 1/16"
BEDROOM 3 202
---
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
50'-0" WOOD FLOORING
EGRESS WINDOW TO MEET 2020 NYS CODE & (IRC 2018) R310.2.1 MINIMUM OPENING AREA
KEY
A-300
2 A-303
7.1
CONSTRUCTION NOTES:
ISAAC - RAE
1 OPEN
5'-0"
6.8
8 8.1
8'-3 1/16"
12'-6"
C-17
CL
Date:
Scale: AS NOTED
Drawing Title: C-10
PROPOSED DOOR SEE SCHEDULE
7'-5 1/2"
PROPOSED 2ND FLOOR PLAN
19'-5" 28'-6 1/2"
C.8
PLAN LEGEND:
Drawing No.:
PROPOSED WALL
CONSTRUCTION NOTES PLAN 1/2" = 1'-0"
1
PROPOSED 2ND FLOOR PLAN 1/8" = 1'-0"
C
A-104
NOTES
DRAWING ISSUE
5.10
G
3
F.3
A-302
FE.7
NO. 1 2 3 4 5 6 7 8 9 10 11 12
E
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1.1
1 Z-304
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
1
2
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
SOLAR PANEL ARRAY #1. 12 QTY
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
2.6
12' - 1 3/16"
DATE
3 SLOPE
SLOPE
Consultants: 9 SLOPE
2
SLOPE
20' - 4"
2 9
12
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
12
A-301
Z-304
9
12
9
12
4
3 A-501 1'-0"
8'-9 1/2"
5
C-05
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
8'-9 1/2" 1'-0"
2 A-302
6
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
4.2
5.9
2 A-403 2
FLAT
A-300
4 A-501 Architect of Record:
6.8
1'-0"
13'-2 7/16"
7
C-05
ISAAC - RAE
1 A-300 2
1
A-303
A-303
7.1
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
7.4
T. 347-276-6093 E. clay@isaac-rae.com 1
9
12
SLOPE
A-301
44' - 1 19/32"
8
8.1
FLAT
Project:
329 Mecox 329 Mecox Road Southampton NY 11976 Project No.:
---
12
SLOPE
SLOPE
9 12
12' - 1 3/16"
9
IR-02 SLOPE
SOLAR PANEL ARRAY #2. 26 QTY
-
Seal/ Signature:
---
9 12
8.7 CONSTRUCTION NOTES: KEY
NOTE
C-01
PROPOSED WALL BELOW FRAMING TO RUN UP TO ROOF RAFTERS
C-02
PROPOSED STRUCTURE BELOW NEW GIRDERS SEE STRUCTURAL PLANS
C-03
PROPOSED CEDAR SHAKE ROOF 18" CERTIGRADE PERFECTIONS
C-05
PROPOSED SKYLIGHT
C-06
PROPOSED INEGRATED ROOF GUTTERS SEE ROOFING DETAILS
C-07
PROPOSED EXPOSED ROOF GUTTERS. GUTTERS TO BE ROUND COPPER WITH COPPER DOWNSPOUTS TO LEADERS AND DRYWELLS
C-08
PROPOSED ROOF PITCH 9"/12"
C-09
NEW PROPOSED FLAT EPDM ROOF WITH INTEGRATED ROOF DRAIN SEE ROOFING DETAILS
Date:
C-10
NEW PROPOSED SOLAR PANEL ARRAY SUNPOWER A400 ALL BLACK EQUINOX MODULES. SEE SPECIFICATIONS.
Drawing Title:
9
1/20/2022 1:49:20 PM
1 A-302
Scale: AS NOTED
PROPOSED ROOF PLAN
C.8
PLAN LEGEND:
D
NEW PROPOSED CEDAR SHAKE ROOF PROPOSED STRUCTURE BELOW
CONSTRUCTION NOTES ROOF PLAN 1/2" = 1'-0"
1
PROPOSED ROOF PLAN 1/8" = 1'-0"
Drawing No.:
C.4
C
B
A
A-105
NOTES
DRAWING ISSUE
5.10
G
F.3
F
E.7
NO. 1 2 3 4 5 6 7 8 9 10 11 12
E
LIVING ROOM 101
2.6
3 2'-0"
2'-0"
6'-0"
6'-0"
Z-304
QUANTITY
A
RECESSED CEILING LIGHT
ELEMENTAL LIGHTING
ELEMENT ENTRA 3" LED ADJUSTABLE DOWNLIGHT
WHITE
116
B
SURFACE MOUNTED LED
RAB LIGHTING
GUS JR LED WRAP LIGHTING
WHITE
16
20W
C
RECESSED BATH FAN
PANASONIC
WHISPERFIT
WHITE
11
MODEL: FV-08-11VF5
4
LAMP
2D
2D2D
COLOR /...
KITCHEN 103
4.2
2D
MODEL NO.
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
2
TO UPPER LIGHTS
LIGHTING FIXTURE SCHEDULE
REVISION
Consultants: DINING ROOM 102
MANUFACTURER
DATE
2D
Z-304
TYPE
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1.1
1
FIXTURE
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
1
2
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
5
SCULLARY 104
5.9 2D
6
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
2D 2D 2D
NOTE: ELECTRIC RISER, ELECTRICAL PANELS AND ANY OTHER CONDUIT INCLUDING THE INTERCOM & TELEPHONE WILL NOT BE AFFECTED BY THE PROPOSED MODIFICATION
FOYER 105
Architect of Record:
2D
6.8
2D
NOTE: ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE
ISAAC - RAE
RCP & ELECTRICAL NOTES:
PROVIDE POWER IN THIS LOCATION FOR FUTURE AUTOMATED SHADES
E-05
PROVIDE GENERAL TASK DOWN LIGHITNG IN ALL ATTIC AND CELLAR SPACES
E-06
PROVIDE SMOKE/CO2 DETECTORS PER IBC NYS 2015 CODE
E-07
PROVIDE CIRCUTS FOR EXTERIOR LANDSCAPE LIGHTING
E-08
LUTRON HOMEWORKS AUTOMATION SYSTEM
E-09
ELECTRICIAN TO PROVIDE OUTLET PER NYS CODE
E-10
ALL PROPOSED FIXTURES ARE 100% LED
MUDROOM 106
2D
7.1 2D
7.4
2D
2D 2D
PROVIDE CABLE & CAT DATA LOCATIONS IN ALL ROOMS ADJACENT TO OUTLETS
E-03
POOL BATH 116
BEDROOM 1 108
SAUNA 117
BATHROOM 109
8
ELECTRICIAN TO VERIFY THAT ALL LED LIGHTING IS COMPAITIBLE WITH DIMMERS
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project:
329 Mecox
2D
PROPOSED ELECTRICAL SUB PANEL
E-02
POWDER 107
2D 2D
E-01
2D
7
NOTE
2D
KEY
8.1
GYM / YOGA 118
329 Mecox Road Southampton NY 11976 Project No.:
IR-02
RCP & ELECTRICAL LEGEND
BATHROOM 111
BEDROOM 2 110
2D
---
TO UPPER LIGHTS
---
2D TRX/ WEIGHTS
2D
PENDANT LIGHT
2D
2D2D
PROPOSED LINEAR LIGHT INTEGRATED INTO BEAM TYPE F OR CABINETRY TYPE E
Seal/ Signature:
-
2D2D
RECESSED DOWN LIGHT TYPE A
8.7
2D
2 X 6 SURFACE MOUNT
BATHROOM EXHAUST FAN TYPE G
2D 2D
2D
9
D
2D 2D
SINGLE POL DIMMER SWITCH
3 THREE WAY SWITCH
MASTER BATHROOM 113
3D
MASTER BEDROOM 112
2D 2D 2D
THREE WAY DIMMER SWITCH
DUPLEX OUTLET
Date:
Scale:
1/20/2022 1:49:48 PM
AS NOTED TV
Drawing Title:
REFLECTED CEILING PLAN - GROUND FLOOR
CABLE / DATA LOCATION GFI
C.8
GROUND FAULT PROTECTED OUTLET
Drawing No.:
R APPLIANCE OUTLET
CONSTRUCTION NOTES RCP 1/2" = 1'-0"
1
GROUND FLOOR 1/8" = 1'-0"
D
C.4
C
B
A
A-107
NOTES
DRAWING ISSUE NO. 1 2 3 4 5 6 7 8 9 10 11 12
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS NO. 1 2 3 4 5 6 7 8 9 10 11 12
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
1 Z-304
Consultants:
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 LIGHTING FIXTURE SCHEDULE FIXTURE
TYPE
MANUFACTURER
MODEL NO.
COLOR /...
QUANTITY
A
RECESSED CEILING LIGHT
ELEMENTAL LIGHTING
ELEMENT ENTRA 3" LED ADJUSTABLE DOWNLIGHT
WHITE
116
B
SURFACE MOUNTED LED
RAB LIGHTING
GUS JR LED WRAP LIGHTING
WHITE
16
20W
C
RECESSED BATH FAN
PANASONIC
WHISPERFIT
WHITE
11
MODEL: FV-08-11VF5
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
LAMP
1
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
NOTE: ELECTRIC RISER, ELECTRICAL PANELS AND ANY OTHER CONDUIT INCLUDING THE INTERCOM & TELEPHONE WILL NOT BE AFFECTED BY THE PROPOSED MODIFICATION NOTE: ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE 7
RCP & ELECTRICAL NOTES: KEY
Architect of Record:
ISAAC - RAE
A-501
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
NOTE OPEN
E-01
PROPOSED ELECTRICAL SUB PANEL
E-02
PROVIDE CABLE & CAT DATA LOCATIONS IN ALL ROOMS ADJACENT TO OUTLETS
E-03
PROVIDE POWER IN THIS LOCATION FOR FUTURE AUTOMATED SHADES
E-05
PROVIDE GENERAL TASK DOWN LIGHITNG IN ALL ATTIC AND CELLAR SPACES
E-06
PROVIDE SMOKE/CO2 DETECTORS PER IBC NYS 2015 CODE
E-07
PROVIDE CIRCUTS FOR EXTERIOR LANDSCAPE LIGHTING
E-08
LUTRON HOMEWORKS AUTOMATION SYSTEM
E-09
ELECTRICIAN TO PROVIDE OUTLET PER NYS CODE
E-10
ALL PROPOSED FIXTURES ARE 100% LED
LAUNDRY 201
CL
2D
2D
T. 347-276-6093 E. clay@isaac-rae.com Project: BEDROOM 3 202
329 Mecox CL
BATH 203
329 Mecox Road Southampton NY 11976
ELECTRICIAN TO VERIFY THAT ALL LED LIGHTING IS COMPAITIBLE WITH DIMMERS
OFFICE 208
RCP & ELECTRICAL LEGEND
Project No.: OPEN
IR-02 Seal/ Signature:
CL PROPOSED LINEAR LIGHT INTEGRATED INTO BEAM TYPE F OR CABINETRY TYPE E
BATH 205
PENDANT LIGHT
---
2 X 6 SURFACE MOUNT
---
BEDROOM 4 204
2D
BATHROOM EXHAUST FAN TYPE G
BATH
2D 2D
RECESSED DOWN LIGHT TYPE A
CL
D
CL
2D2D
SINGLE POL DIMMER SWITCH
3 THREE WAY SWITCH
2D
3D THREE WAY DIMMER SWITCH
2D2D
BATH 207
DUPLEX OUTLET
BEDROOM 5 206
Date:
Scale: AS NOTED
1/20/2022 1:49:59 PM
TV
Drawing Title:
REFLECTED CEILING PLAN - SECOND FLOOR
CABLE / DATA LOCATION GFI GROUND FAULT PROTECTED OUTLET
Drawing No.: R APPLIANCE OUTLET
CONSTRUCTION NOTES RCP 1/2" = 1'-0"
1
2ND FLOOR 1/8" = 1'-0"
A-108
NOTES 5.10 DRAWING ISSUE
G
3
F.3
A-302
F E.7
E
D
C.4
C
B
NO. 1 2 3 4 5 6 7 8 9 10 11 12
A
C.8 8'-2 7/8"
7'-11 15/16"
2 1/2"
NO. 1 2 3 4 5 6 7 8 9 10 11 12
ROOF 51' - 7" 1 Z-304
2ND FLOOR WALL PLATE 45' - 3"
CW-5
13'-9"
CW-7
13'-9"
CW-8
C0-2
9
CW-4
2ND FLOOR 37' - 0"
0° 45.0 3"
GROUND FLOOR 26' - 8"
CELLAR WALL PLATE - 6" SPA25' POOL 22' - 10"
1
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
Consultants:
C0-4
9'-1"
7
8
13'-0"
C0-2
DATE
5'-2 1/16"
25'-0 1/16"
18'-8 5/16"
13'-6 13/16"
SKY PLANE
5'-5 7/16" 3 5/16"
30'-11 7/8"
C0-6
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
RIDGE 56' - 8"
1 A-303
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
BEDROOMS SIDE ELEVATION 3/16" = 1'-0"
-
9
8.7
8.1
---
8
7.4 7.1
1 A-302
7
6.8
6
5.9
5
4.2
4
3
1
2
2
A-300
A-302
A-301
2.6
2
1.1
1
Architect of Record:
ISAAC - RAE RIDGE 56' - 8"
---
ROOF 51' - 7"
1
C0-6
A-301
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project:
329 Mecox
C0-2
2ND FLOOR WALL PLATE 45' - 3"
C0-6
329 Mecox Road Southampton NY 11976 Project No.:
C0-1
IR-02 Seal/ Signature:
NOTE
C-01
PROPOSED SHIPLAP AND BATTEN SIDING
C-02
PROPOSED RAIN SCREEN SIDING
C-03
PROPOSED WINDOW WITH 3.5" FLAT CASE AZEK TRIM PAINT COLOR TBD
C-04
PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE
C-05
PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE.
C-06
PROPOSED SHINGLE ROOF
C-07
PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT AND LEADER TO DRYWELL
C-08
PROPOSED CLEAR CEDAR PERGULA
CW-6
CW-10
CW-3
3'-0" CW-7
C0-5
10'-0"
KEY
2ND FLOOR 37' - 0"
CW-1
C0-1
CW-1
13'-0"
CONSTRUCTION NOTES:
16'-0 3/16"
3'-0"
C0-4
GROUND FLOOR 26' - 8" CELLAR WALL PLATE 25' - 6" Date:
Scale:
1/20/2022 1:50:07 PM
AS NOTED
ELEVATION LEGEND:
Drawing Title:
EXTERIOR ELEVATIONS
NEW PROPOSED WOOD FRAMED WALL TO REPLACE EXISTING WALL NEW PROPOSED VERTICAL CLEAR CEDAR 1"X 3/4" RAIN SCREEN SIDING CEDAR SHINGLE SIDING 18" PERFECTIONS WITH 4" EXPOSURE FACIA / TRIM BOARD STONE VENEER WALL
CONSTRUCTION NOTES ELEVATION 1/2" = 1'-0"
2
VERANDA ELEVATION 3/16" = 1'-0"
Drawing No.:
A-200
NOTES
---
1
1.1
2
2.6
3
4
4.2
5
5.9
6
6.8
7
7.1 7.4
8
8.1
8.7
DRAWING ISSUE
9
2
2
1
1
A-301
A-302
A-300
A-302
NO. 1 2 3 4 5 6 7 8 9 10 11 12
RIDGE 56' - 8"
---
ROOF 51' - 7"
2
1
A-403
A-403
NO. 1 2 3 4 5 6 7 8 9 10 11 12
2ND FLOOR 37' - 0"
17'-5" 12'-0"
CW-1
13'-0"
CW-1
CW-1
CW-2
CW-2
CW-2
CW-2
1
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
2ND FLOOR WALL PLATE 45' - 3"
27'-2 1/8"
C0-6
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
4 A-403
GROUND FLOOR 26' - 8" CELLAR WALL SPAPLATE POOL 22' 25' -- 10" 6"
2
FRONT AND ENTRY ELEVATION 3/16" = 1'-0"
5.10
B
C
C.4
C.8
D
E
E.7 F
A-302
F.3
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
3
A
Consultants:
G
Architect of Record:
ISAAC - RAE
RIDGE 56' - 8"
1 A-303
ROOF 51' - 7"
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com
1 Z-304
Project:
2ND FLOOR WALL PLATE 45' - 3"
329 Mecox Road Southampton NY 11976
4'-11 1/2"
16'-2 1/2" 23'-10 1/16"
CW-12
Project No.:
6
11
CW-4
12
Seal/ Signature:
2ND FLOOR 37' - 0"
CW-9
10'-4"
10
13'-10 1/4"
20'-9 9/16"
IR-02
12'-0"
14'-2 1/4"
329 Mecox
GROUND FLOOR 26' - 8" CELLAR WALL SPAPLATE POOL 22' 25'- -10" 6" Date:
Scale:
1/20/2022 1:50:15 PM
AS NOTED
Drawing Title:
EXTERIOR ELEVATIONS
1
LIVING RM SIDE ELEVATION 3/16" = 1'-0"
Drawing No.:
A-201
NOTES
DRAWING ISSUE
6'-10"
12'-0"
F.3
NO. 1 2 3 4 5 6 7 8 9 10 11 12
6'-10"
9'-4 1/2"
2"
2'-5 1/2"
E.7
2'-5 1/2"
2 A-202
A-204
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
3
DRAWING REVISIONS 6'-6"
K15
1 A-204
2" 4"
K12
1'-11 7/8"
1/8"
1'-11 7/8"
K11
1/8"
4'-6"
NO. 1 2 3 4 5 6 7 8 9 10 11 12
2' - 0 3/4"
K14
K13
2'-0 1/16"
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
1/8"
3'-0 1/4"
2'-0"
SINK
1/8"
1'-11 15/16"
3'-0 K10 1/2"
2'-0" K8
COOKTOP
WINE REF.
3 1/2"
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
2"
5 1/2"
0' - 11"
Consultants: A-202
5 A-204
19'-5 1/4" 3 1/2"
2'-1 1/2"
3'-10 7/8"
1'-11 7/16"
COFFEE NICHE
6'-0 1/4"
3 1/2"
6'-7 1/4"
4'-10 1/4"
6' - 7 1/4"
1
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
WINE REF.
3 A-204
SC14
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
SC13
K7 K5
K4
K3
K2
K1
SC23
SC21
SC19
SC17
SC15
SC24
SC22
SC20
SC18
SC16
1' - 6 3/4"
K6
2
Architect of Record:
A-205
2'-9 3/8"
8'-0 1/8"
2'-9 3/8"
ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
1/16"
T. 347-276-6093 E. clay@isaac-rae.com 8'-0"
3 A-205 4
C-02
PROPOSED RAIN SCREEN SIDING
C-03
PROPOSED WINDOW WITH 3.5" FLAT CASE AZEK TRIM PAINT COLOR TBD
C-04
PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE
C-05
PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE.
C-06
PROPOSED SHINGLE ROOF
C-07
PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT AND LEADER TO DRYWELL
C-08
PROPOSED CLEAR CEDAR PERGULA
2 A-302
IR-02 Seal/ Signature:
13'-7" 4'-8 3/4" 2'-1 1/8"
1 A-205
4'-1 1/2"
4'-8 3/4"
RANGE
2'-7 1/2"
SC14
SC12
SC10
SC13
SC11
SC9
2'-7 1/2"
2'-1 1/8"
SC5
SC3
SC1
SC6
SC4
SC2
2'-4 3/4"
PROPOSED SHIPLAP AND BATTEN SIDING
Project No.:
8' - 10"
NOTE
329 Mecox Road Southampton NY 11976
2
CONSTRUCTION NOTES: C-01
Project:
329 Mecox
A-202
KEY
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
ELEVATION LEGEND: SC8
SC7
NEW PROPOSED WOOD FRAMED WALL TO REPLACE EXISTING WALL
1' - 0"
NEW PROPOSED VERTICAL CLEAR CEDAR 1"X 3/4" RAIN SCREEN SIDING CEDAR SHINGLE SIDING 18" PERFECTIONS WITH 4" EXPOSURE FACIA / TRIM BOARD
Date: 4
1/20/2022 1:50:21 PM
STONE VENEER WALL
A-205
Scale: AS NOTED
Drawing Title:
KITCHEN DETAIL PLAN CONSTRUCTION NOTES ELEVATION 1/2" = 1'-0"
3
ENLARGED KITCHEN AND SCULLARY PLAN 3/4" = 1'-0"
Drawing No.:
A-203
NOTES 3 A-302
DRAWING ISSUE
E.7
E.7
FIXED
FIXED
FIXED
F.3
FIXED
FIXED
FIXED
NO. 1 2 3 4 5 6 7 8 9 10 11 12
FIXED
3'-0"
F.3
F
REFRIGERATOR; REF SEPC SCHEDULE
1'-4"
13'-0"
1"
FREEZER; REF SEPC SCHEDULE
1'-5"
UPPER CABINETS WITH SLATTED FOLDING WOODEN DOORS; FINISH TBD
9'-8"
STRIP LIGHTING FIXTURE; MOUNTED @ 4'-5" AFF
2" THK KITCHEN COUNTERTOP; FINISH TBD
BACKSPLASH; MATERIAL TBD
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
2"
26" SINK; SEE SPEC SCHEDULE FOR DETAILS DRAWER
DRAWER
DRAWER
DRAWER
Consultants:
DRAWER
2'-6"
3/4" THK PLYWOOD FILLER DISHWASHER; REF SEPC SCHEDULE
2'-9 3/8"
1/8" 1'-11 7/8" 1/8" 1'-11 7/8" 1/8" 1'-11 7/8" 1/8" 1'-11 7/8" 1/8"
REF.
4
DW
DW
GROUND FLOOR 26' - 8"
4"
GROUND FLOOR 26' - 8"
4"
3'-0"
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS NO. 1 2 3 4 5 6 7 8 9 10 11 12
4'-0"
2" THK OPEN SHELVING; FINISH TBD
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
2'-6 1/4"
9'-9 3/8"
2'-9 3/8"
2'-6 3/8"
14'-10"
FREEZER
KITCHEN ELEVATION 2 1/2" = 1'-0"
1
E.7
F.3
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
KITCHEN ELEVATION 1 1/2" = 1'-0"
E.7
F
F.3 Architect of Record:
ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 10'-1 1/16"
T. 347-276-6093 E. clay@isaac-rae.com Project:
4'-9"
4'-1"
4'-9"
329 Mecox
HOOD
329 Mecox Road Southampton NY 11976
3'-11 3/4"
4'-6 1/16"
3'-3 1/4"
36" ISLAND COOKTOP RANGE; REF. FIXTURE SCHEDULE FOR SPECS
RANGE HOOD SURROUND; FINISH TBD
20" ISLAND SINK; REF. PLUMBING SCHEDULE FOR SPECS
STRIP LIGHTING FIXTURE; MOUNTED @ 4'-5" AFF
Project No.:
IR-02 Seal/ Signature:
2'-4 1/2"
2" THK KITCHEN COUNTERTOP; FINISH TBD
EQ.
EQ.
2'-4 7/8"
BACKSPLASH; FINISH TBD
EQ EQ EQ EQ
3'-0"
3'-0"
2" THK KITCHEN COUNTERTOP; FINISH TBD
5'-6"
2'-0"
4'-6"
GROUND FLOOR 26' - 8"
DRAWER
DRAWER
DRAWER
DRAWER
DRAWER
DRAWER
DRAWER
48" COOKING RANGE; REF. SPEC SHEET FOR DETAILS
LOWER CANINETS; FINISH TBD
4"0"
2" THK MARBLE PANELS;
DRAWER
GROUND FLOOR 26' - 8" 2'-1"
2'-7 3/4"
12'-0"
4'-1 1/2"
4'-8 3/4"
RANGE
ISLAND
Date:
Scale:
1/20/2022 1:50:18 PM
AS NOTED
KITCHEN ISLAND ELEVATION 3 1/2" = 1'-0"
KITCHEN ELEVATION 4 2 1/2" = 1'-0"
Drawing Title:
KITCHEN ELEVATIONS
Drawing No.:
A-202
NOTES
3
E
RIDGE 56' - 8"
E.7
A-302
F.3
G
RIDGE 56' - 8"
1 z-406
DRAWING ISSUE
2 z-406
ROOF 51' - 7"
NO. 1 2 3 4 5 6 7 8 9 10 11 12
ROOF 51' - 7"
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
LINE DENOTES THE BUILDINGS THERMAL ENVELOPE SEE HERR'S RATING AND RESCHECK FOR SPECS
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1A-400 ---
2ND FLOOR WALL PLATE 45' - 3"
2ND FLOOR WALL PLATE 45' - 3"
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
22'-5 1/2"
Consultants:
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 4 z-406
2ND FLOOR 37' - 0"
1'1"
2ND FLOOR 37' - 0"
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
NOTE: STAIRS & HANDRAILS TO COMPLIE WITH THE FOLLOWING; R311.7.5 Stair Treads and Risers R311.7.8 Handrails
ENTRY
2"
Architect of Record:
ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
8'-0"
UPPER ENTRY FOYER
10'-3 3/4"
3 5/16"
23'-1"
3'-0"
T. 347-276-6093 E. clay@isaac-rae.com
0' - 7 3/4"
5 z-406
GROUND FLOOR 26' - 8" CELLAR WALL PLATE 25' - 6"
Project:
329 Mecox
3 z-406
GROUND FLOOR 26' - 8" CELLAR WALL PLATE 25' - 6"
LOWER ENTRY FOYER
CRAWL SPACE 21' - 8"
DEEP END F.F. ELEV 18' - 2"
IR-02 Seal/ Signature:
CRAWL SPACE 21' - 8"
DEEP END F.F. ELEV 18' - 2"
16 STAIRS RISERS 7 1/4" TREADS 10 1/2"
Date:
Scale: AS NOTED
4 3/4"
BASEMENT 17' - 0"
329 Mecox Road Southampton NY 11976 Project No.:
SPA POOL 22' - 10"
9'-8"
SPA POOL 22' - 10"
1/20/2022 1:50:26 PM
16 STAIRS RISERS 7-3/4" TREADS 10-1/2"
0' - 10 1/2"
BASEMENT 17' - 0"
Drawing Title:
SECTIONS
Drawing No.:
2
Section 2 1/2" = 1'-0"
1
Section 1 1/2" = 1'-0"
A-300
NOTES 9
8.1
1
-
A-302
---
8
7.1
7
6.8
6
5
4
3
2
1 DRAWING ISSUE
2 Z-304
2 A-300
2 A-402
4 A-401
3 A-402
LINE DENOTES THE BUILDINGS THERMAL ENVELOPE SEE HERR'S RATING AND RESCHECK FOR SPECS
NO. 1 2 3 4 5 6 7 8 9 10 11 12
RIDGE 56' - 8"
1 A-402
ROOF 51' - 7" 2ND FLOOR WALL PLATE 45' - 3"
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS NO. 1 2 3 4 5 6 7 8 9 10 11 12
2ND FLOOR 37' - 0"
3
G
F.3
F
CELLAR WALL SPAPLATE POOL 25'- -10" 6" 22'
8'-6"
8'-5 1/4"
1'-2"
GROUND FLOOR 26' - 8"
DEEP END F.F. CRAWL SPACE 21' - 8" ELEV 18' - 2" BASEMENT 17' - 0"
G
E
F.3
2 A-300
F
E.7
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
E
4 A-402
ROOF 51' - 7"
Architect of Record:
8 z-406
CONDITIONED
2ND FLOOR WALL PLATE 45' - 3"
ISAAC - RAE
2ND FLOOR WALL PLATE 45' - 3"
DROPPED CEILING 2 A-401
5'-2 1/4"
30'-0 1/8"
6 z-406
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
ROOF 51' - 7"
LINE DENOTES THE BUILDINGS THERMAL ENVELOPE SEE HERR'S RATING AND RESCHECK FOR SPECS
LINE DENOTES THE BUILDINGS THERMAL ENVELOPE SEE HERR'S RATING AND RESCHECK FOR SPECS
1 A-401
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
RIDGE 56' - 8"
7 z-406
REVISION
Consultants:
Section 7 1/8" = 1'-0"
E.7
DATE
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project:
329 Mecox 2ND FLOOR 37' - 0"
2ND FLOOR 37' - 0"
329 Mecox Road Southampton NY 11976 Project No.:
12'-5"
IR-02
2'-5"
Seal/ Signature:
GROUND FLOOR 26' - 8"
GROUND FLOOR 26' - 8"
CELLAR WALL PLATE - 6" SPA25' POOL
CELLAR WALL PLATE - 6" SPA25' POOL 22' - 10" CRAWL SPACE 21' - 8"
1/20/2022 1:50:39 PM
8'-5 1/4"
22' - 10" CRAWL SPACE 21' - 8"
DEEP END F.F. ELEV 18' - 2" BASEMENT 17' - 0"
DEEP END F.F. ELEV 18' - 2" BASEMENT 17' - 0"
Date:
Scale: AS NOTED
Drawing Title:
SECTIONS
Drawing No.:
Section 6 2 1/4" = 1'-0"
1
Section 5 1/4" = 1'-0"
A-302
NOTES
DRAWING ISSUE NO. 1 2 3 4 5 6 7 8 9 10 11 12
D 3/4" CEDAR WOOD SHINGLES CEDAR BREATHER VAPOR BARRIER
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
DRAWING REVISIONS
3/4" PLYWOOD 2" SPRAY FOAM INSULATION R49
2X12 ROOF RAFTERS @ 16" O.C.
E
NO. 1 2 3 4 5 6 7 8 9 10 11 12
G
8" THICK COMFORTBATT THERMAL BATT INSULATION R49
A 3/4" CEDAR WOOD SHINGLES
STL WIDE FLANGE BEAM, SEE STRUCT
CEDAR BREATHER VAPOR BARRIER 3/4" PLYWOOD 2X12 ROOF RAFTERS @ 16" O.C.
2" RIGID FOAM INSULATION R49
2X12 RAFTERS @ 16" O.C. (2) 2X6 TOP PLATE
STL WIDE FLANGE BEAM, SEE STRUCT 8" THICK COMFORTBATT THERMAL BATT INSULATION R49
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
3/4" CEDAR WOOD SHINGLES
3/4" CEDAR WOOD SHINGLES
CEDAR BREATHER
CEDAR BREATHER
VAPOR BARRIER
VAPOR BARRIER
3/4" SHEATHING
3/4" PLYWOOD
2" RIGID FOAM INSULATION R49
2" RIGID FOAM INSULATION R49
(2) 2X6 TOP PLATE
3/4" CEDAR SIDING 8" THICK COMFORTBATT THERMAL BATT INSULATION R49
8" THICK COMFORTBATT THERMAL BATT INSULATION R49
VAPOR BARRIER CONT. (2) 2X6 WALL PLATE
FLASHING
3/4" PLYWOOD
CONT. WOOD SHIM PLATE
2ND FLOOR 37' - 0"
3/4" CEDAR SIDING
SOLID BLOCKING BETWEEN RAFTERS TYP.
LEAD COATED COPPER FLASHING
2X12 RAFTERS @ 16" O.C.
STL WIDE FLANGE BEAM, SEE STRUCT
Z161; 3 [75] X 10 [254] OBLIQUE SCUPPER DRAIN EPDM ROOF MEMBRANE ROOF INSULATION
2" RIGID FOAM INSULATION
2ND FLOOR WALL PLATE 45' - 3"
VAPOR BARRIER
1 LAYER 5/8" GWB (2) 2X6 TOP PLATE 3/8" THRU BOLTS 12" STAGGERED ON CENTER
5/8" GYPSUM BOARD L
L
3/4" THK PLYWOOD
L
3/4" CEDAR SIDING
1/2" L
(2) 2X6 TOP PLATE
L
V V V V
2X10 JOIST, SEE FRAMING PLAN
3/4" PLYWOOD
L
L
LIGHT GAUGE STL JOIST
VAPOR BARRIER
L
3/4" PLYWOOD
5 1/2" THICK COMFORTBATT THERMAL BATT INSULATION R23
ALIGN
5/8" GYPSUM BOARD
38' - 8" T.O. DOOR
GRFC PANEL WITH HIDDEN FASTENERS
5 1/2" THICK COMFORTBATT THERMAL BATT INSULATION R23
STEEL BEAM SEE STRUCT.
STL HEADER @ DOOR OPENING W/ CONT. WOOD PACK-OUT
CONT. 2X8 SEE STRUCT FOR DETAILS
A-703 3
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
Consultants:
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
STL COLUMN BEYOND 3 PANEL GLASS SLIDING DOOR, SEE SCHEDULE
Architect of Record: 2x6 WOOD WALL FRAMING 2x6 WOOD WALL FRAMING
4" x 1/4" BASEBOARD
CELLAR WALL PLATE 25' - 6"
CELLAR WALL PLATE 25' - 6"
4" x 1/4" BASEBOARD 1/8" THINSET DECORATIVE CONCRETE FLOOR FINISH
FINISH AT PATIO
CONCRETE OVER METAL DECK
5" CONCRETE SLAB
12"X12" DOWNTURNED SLAB EDGE
1 LAYER 5/8" GWB CLG
WEB STIFFENER ATTACH TO JOISTS SEE STRUCT.
0' - 4"
0' - 4"
WEB STIFFENER ATTACH TO JOISTS SEE STRUCT.
WEB STIFFENER ATTACH TO JOISTS SEE STRUCT.
8" THICK COMFORTBATT THERMAL BATT INSULATION R20 0' - 4"
LIGHT GAUGE STL JOIST
CELLAR WALL PLATE 25' - 6"
GROUND FLOOR 26' - 8"
10" CONT. CONCRETE STEM WALL
CELLAR WALL PLATE 25' - 6"
1 LAYER 5/8" GWB CLG
WEB STIFFENER ATTACH TO JOISTS SEE STRUCT. 0' - 4"
BITUMOUS WATERPROOFING
329 Mecox Road Southampton NY 11976 Project No.:
IR-02 Seal/ Signature:
10" CONT. CONCRETE STEM WALL
LIGHT GAUGE STL JOIST 1 LAYER 5/8" GWB
10" CONT. CONCRETE STEM WALL
10" CONT. CONCRETE STEM WALL
SPA 22'POOL - 10"
SPA 22'POOL - 10" SPA POOL 3" HIGH DENSITY SPRAY FOAM 22' - 10"
SPA POOL 22' - 10"
3" HIGH DENSITY SPRAY FOAM BITUMOUS WATERPROOFING
5" CONCRETE SLAB AT CRAWL SPACE
BITUMOUS WATERPROOFING 2X6 WOOD WALL FRAMING
DEEP END F.F. ELEV 18' - 2"
FINISHED FLOOR AND SUBFLOOR
CRAWL SPACE 21' - 8"
DEEP END F.F. ELEV 18' - 2"
3" HIGH DENSITY SPRAY FOAM 2X6 WOOD WALL FRAMING FINISHED FLOOR AND SUBFLOOR
5" CONCRETE SLAB AT BASEMENT
5" CONCRETE SLAB AT CRAWL SPACE
CRAWL SPACE 21' - 8"
3" HIGH DENSITY SPRAY FOAM
5" CONCRETE SLAB AT BASEMENT
BASEMENT 17' - 0"
BASEMENT 17' - 0"
0' - 4"
BITUMOUS WATERPROOFING
0' - 4"
10" CONT. CONCRETE STEM WALL
Project:
329 Mecox
8" THICK COMFORTBATT THERMAL BATT INSULATION R20
1 LAYER 5/8" GWB
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com
CONCRETE OVER METAL DECK
GROUND FLOOR 26' - 8"
LIGHT GAUGE STL JOIST LIGHT GAUGE STL JOIST
COPPER TERMITE SHIELD
1/8" THINSET DECORATIVE CONCRETE FLOOR FINISH
0' - 4"
GROUND FLOOR 26' - 8" 0' - 1 1/2"
0' - 4" 0' - 10"
0' - 4"
GROUND FLOOR 26' - 8"
0' - 10"
0' - 1 1/2"
8" THICK COMFORTBATT THERMAL BATT INSULATION R20
0' - 10"
CONCRETE OVER METAL DECK
COPPER TERMITE SHIELD
8" THICK COMFORTBATT THERMAL BATT INSULATION R20
0' - 4 1/8"
CONCRETE OVER METAL DECK
TOP OF MULTISLIDE DOOR TRACK TO SIT FLUSH WITH FINISH FLOOR, FORM EDGE OF SLAB TO ACCOMODATE
0' - 10"
3/4" ENGINEERED WHITE OAK FLOORING ON 3/4" PLYWOOD SUBFLOOR
3/4" ENGINEERED WHITE OAK FLOORING ON 3/4" PLYWOOD SUBFLOOR
ISAAC - RAE
2x6 WOOD WALL FRAMING
4" x 1/4" BASEBOARD
Date:
6" FOUNDATION DRAIN
Scale:
WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
2" THICK DOW STYROFOAM INSULATION R20
2" THICK DOW STYROFOAM INSULATION R20
1' - 0"
1/20/2022 1:50:56 PM
AS NOTED 6" FOUNDATION DRAIN
WATERPROOF MEMBRANE WATERPROOF MEMBRANE
2" THICK DOW STYROFOAM INSULATION R20
2" THICK DOW STYROFOAM INSULATION R20
WALL SECTIONS
1' - 10"
6" FOUNDATION DRAIN
12" X 22" CONTINUOUS FOOTING
4
WALL SECTION 4 1" = 1'-0"
12" X 22" CONTINUOUS FOOTING
3
WALL SECTION 3 1" = 1'-0"
12" X 22" CONTINUOUS FOOTING
12" X 22" CONTINUOUS FOOTING
2
WALL SECTION 2 1" = 1'-0"
1
WALL SECTION 1 1" = 1'-0"
Drawing Title:
Drawing No.:
A-400
NOTES F.3
2'-0"
1 1/2"
2'-0"
1 1/2"
F.3
2'-0"
DRAWING ISSUE
NICHE
NO. 1 2 3 4 5 6 7 8 9 10 11 12
T-01
NICHE
ST-01 NICHE BEYOND
4'-0" 2"
6'-3"
FREE-STANDING BATHTUB; SEE SCHEDULE FOR SPECS.
9'-10 1/2"
TUB AND SHOWER WEST ELEVATION 1/2" = 1'-0"
13
TUB AND SHOWER NOTH ELEVATION 1/2" = 1'-0"
11
TUB AND SHOWER EAST ELEVATION 1/2" = 1'-0"
10
TUB AND SHOWER SOUTH ELEVATION 1/2" = 1'-0"
12
MASTER BATH VIEW 1/2" = 1'-0"
G
---
2'-7"
F.3
5'-6"
2'-7"
1'-8"
7"
2'-11 1/2"
3'-0"
4" 4"
Consultants:
1'-6"
4
Sim
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
A-705 13 PT-01A
PT-01A 11
6'-3"
6'-3"
A-601
A-705
2'-3"
14
PT-01A
2
Architect of Record:
MASTER BATH VANITY; FINISH TBD
3'-8"
5'-11"
6" 6" 8
7
MASTER BATHROOM NORTH ELEVATION 1/2" = 1'-0"
6
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
A-601
6
9
MASTER BATHROOM EAST ELEVATION 1/2" = 1'-0"
T. 347-276-6093 E. clay@isaac-rae.com
2D 2D
MASTER BATHROOM WEST ELEVATION 1/2" = 1'-0"
6" 6"
PT-01B
7
Project:
1 A-701
4'-6"
8
4'-6"
ISAAC - RAE
3'-2"
3'-8"
T-02
8'-2"
MASTER BATHROOM SOUTH ELEVATION 1/2" = 1'-0"
3'-8"
EQ
12'-4"
9
MASTER BATH VANITY; FINISH TBD
EQ
HER's Rater: Tom Baccarella 1 A-705 NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
6" 1'-10"
PT-01B
22'-7"
PT-01B
EQ
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
2D 2D
4'-0"
5'-3" 2'-7"
2'-7"
3'-4"
2'-7"
5 A-702
BENCH
5'-3"
9"
1 A-704
2'-0"
7'-8"
10
NICHE
PT-01A
EQ
REVISION
9'-10 1/2" 3'-11"
7"
DATE
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
2'-0"
14
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1'-4"
PT-01B
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
DRAWING REVISIONS
2"
1'-5 7/8"
2'-0"
3'-6"
1'-8 1/2"
4'-0"
6'-6"
FREE STANDING BATHTUB; SEE SCHDEULE FOR SPEC.
7'-2"
BENCH
T-01
3'-6"
WINDOW BEHIND
1 1/2" 1'-1"1 1/2"
3'-8"
SHOWER HEAD; SEE SCHEDULE FOR SPEC.
T-01 SHOWER HEAD AND HAND SHOWER; SEE SCHDEULE FOR SPEC.
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
329 Mecox
5'-5 1/2" 8'-8"
2'-0"
15'-10"
329 Mecox Road Southampton NY 11976 Project No.:
IR-02 Seal/ Signature:
3'-8"
PT-01A
2D2D2D
1'-10"
PT-01A PT-01A
TOILET PAPER HOLDER; SEE SCHEDULE FOR SPEC.
4 5
A-601
1'-9"
TOILET PAPER HOLDER; SEE SCHEDULE FOR SPEC.
EQ
3'-6"
TOTO TOILET; SEE SCHEDULE FOR SPEC.
EQ
4'-0"
TOILET PAPER HOLDER; SEE SCHEDULE FOR SPEC.
TOTO TOILET; SEE SCHEDULE FOR SPEC.
1'-9"
PT-01A
3
2 Date:
Scale:
TOILET WEST ELEVATION 1/2" = 1'-0"
4
TOILET NORTH ELEVATION 1/2" = 1'-0"
3'-8 1/2"
1'-10"
1'-6"
2'-2"
PT-01B
PT-01B
5
PT-01B
TOTO TOILET; SEE SCHEDULE FOR SPEC.
1'-6"
2'-2"
1'-6"
1/20/2022 1:51:47 PM
AS NOTED
Drawing Title: 3'-2"
TOILET EAST ELEVATION 1/2" = 1'-0"
2
TOILET SOUTH ELEVATION 1/2" = 1'-0"
INTERIOR DETAILS - MASTER BATHROOM
7'-5 1/2"
Drawing No.:
PT-01B
3
7"
1
MASTER BATHROOM ENLARGED PLAN 1/2" = 1'-0"
A-601
NOTES
DRAWING ISSUE NO. 1 2 3 4 5 6 7 8 9 10 11 12
----4
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
4
A-701
DRAWING REVISIONS
A-701
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1'-5 1/2" 8 3/4"
8 3/4" 1'-3"
1 1/4"
SINK FAUCET; SEE SCHEDULE FOR SPECS
SINK FAUCET; SEE SCHEDULE FOR SPECS
2" THK STONE COUNTERTOP; FINISH TO MATCH
2" THK STONE COUNTERTOP; FINISH TO MATCH
2" 1 1/4" THK STONE SINK; FINISH TO MATCH ST-01
ST-01
11 1/4"
STORAGE
3/4" THK PLYWOOD; TO BE WATER RESISTANT AT WET WALLS
STORAGE
2'-1"
STORAGE
2'-7"
STORAGE
1'-10 1/2"
STORAGE
WD-02 1" (W)x1/2"(D) PLYWOOD SLATS; FINISH TO MATCH
WINDOW BEYOND
1 1/4"
WINDOW BEYOND
4 3/4"3/4" 7 1/4" 3/4"
1" 1/4" STORAGE
TOE KICK
TYP. TOE KICK
4"
2'-7"
1'-3 1/2"
7 1/4"
2"
4"
1 1/4"
2"
3'-4" 1'-10"
2"
2"
1'-10"
4'-6"
3'-8"
4'-6"
3'-4" 1'-10"
2" 1'-10"
3'-8"
4'-6"
3'-8"
CABINET DOOR
11'-10"
CABINET DOOR
GROUND FLOOR 26' - 8"
2
MASTER BATH VANITY FRONT ELEVATION 1" = 1'-0"
Consultants:
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
3
Architect of Record:
ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
4
1'-5 5/8" 1'-3 1/8"
1 1/4"
SINK FAUCET; SEE SCHEDULE FOR SPECS
-
A-701
--3'-8" 1'-0 1/4"
2" THK STONE COUNTERTOP; FINISH TO MATCH
10 1/4" 1 1/4"
4'-6"
1'-7 1/2" 1'-5"
11'-10" 3'-8"
1'-0 1/4" 1 1/4" 10 1/4"
1'-0 1/4" 2"
2"
10 1/4" 1 1/4"
1'-7 1/2" 1'-5"
T. 347-276-6093 E. clay@isaac-rae.com
1'-0 1/4" 1 1/4" 10 1/4"
2"
Project:
A-701
1 1/4" THK STONE SINK; FINISH TO MATCH ST-01 3/4" THL PLYWOOD SHELVING; FINISH TO MATCH WD-02
1'-9 1/4"
1'-10 1/2"
3
1'-11 3/4"
1'-3 1/2" 2'-5"
3/4" 8"
2'-7"
3/4" THK PLYWOOD; TO BE WATER RESISTANT AT WET WALLS
1" (W)x1/2"(D) PLYWOOD SLATS; FINISH TO MATCH
2" THK STONE; FINISH TO MATCH ST-01
1 1/4"
8 1/2"
2"
2"
1 1/4" THK STONE SINK; FINISH TO MATCH
1'-8"
1" 1/4" 3/4"
4'-8"
MASTER VANITY SECTION 2 1" = 1'-0"
1'-10"
IR-02
1'-10"
2
TYP. A-701
2'-0 1/2"
4
329 Mecox Road Southampton NY 11976 Project No.:
3/4" THK PLYWOOD; TO BE WATER RESISTANT AT WET WALLS
1/2" 3/4"
4"
3 1/4" 3/4" 1'-6 1/2"
329 Mecox
Seal/ Signature: 1'-10"
TOE KICK
1/2" 3/4"
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
A-701
1 1/4"
DATE
Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
3'-8"
MASTER VANITY SECTION 1 1" = 1'-0"
3
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
1
1" (W)x1/2"(D) PLYWOOD SLATS; FINISH TO MATCH WD-02
MASTER BATHROOM ENLARGED PLAN CUT @ 2'-3" A.F.F 1" = 1'-0" Date:
Scale:
1/20/2022 1:52:25 PM
AS NOTED
Drawing Title:
FIXTURE DETAILS
Drawing No.:
A-701
NOTES D
DRAWING ISSUE
3
2
A-703
A-703
NO. 1 2 3 4 5 6 7 8 9 10 11 12
LED TAPE LIGHTING (T-01) WITH ANGLE CHANNEL (TLACA6), CLIP MOUNTED ON PAINT GRADE PLYWOOD
1'-7"
(2) 3/4" THK PAINT GRADE PLYWOOD; TO BE WATER AND HEAT RESISTANT; FINISH TO MATCH
10" THK WALL; SEE WALL SCHEDULE FOR DETAILS. BLOCKING AS REQUIRED
LED TAPE LIGHTING (T-01) WITH ANGLE CHANNEL (TLACA6), CLIP MOUNTED ON PAINT GRADE PLYWOOD
3"
1/2" 1/2" 1/2"
3"
10" THK WALL; SEE WALL SCHEDULE FOR DETAILS. BLOCKING AS REQUIRED
DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021
DRAWING REVISIONS
1 1/2"
2"
3'-1" 1'-6"
GROUND FLOOR 26' - 8" 5'-1 1/2"
NO. 1 2 3 4 5 6 7 8 9 10 11 12
1'-7"
1/2" 1/2" 1/2"
3/4" THL PAINT GRADE PLYWOOD SAUNA BENCH TOP; TO BE WATER AND HEAT RESISTANT; FINISH TO MATCH
1'-6"
1'-6"
FASTEN NAIL TO BACK WALL
3/4" 8 1/4" 1/2" 1/2"
1/2" D GROOVE
1'-4"
(2) 3/4" THK PAINT GRADE PLYWOOD; TO BE WATER AND HEAT RESISTANT; FINISH TO MATCH
1'-4 1/2"
2'-10"
3'-1"
1/2" 1/2" 8 1/4"
1/2" D GROOVE 3/4" THL PAINT GRADE PLYWOOD SAUNA BENCH TOP; TO BE WATER AND HEAT RESISTANT; FINISH TO MATCH
FASTEN NAIL TO BACK WALL
3/4"
5'-5"
3/4" 2"
3/4" 3/4" 2"
1'-6 3/4"
3/4"
6'-3 1/2"
1 1/2"
3/4"
8'-0 1/2"
ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.
GROUND FLOOR 26' - 8"
DATE
REVISION
THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
8'-4"
2
SAUNA BENCH SECTION 1 1" = 1'-0"
3
Consultants:
SAUNA BENCH SECTION 2 1" = 1'-0"
Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York
LED TAPE LIGHTING (T-01) WITH ANGLE CHANNEL (TLACA6), CLIP MOUNTED ON PAINT GRADE PLYWOOD
HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764
(2) 3/4" THK PAINT GRADE PLYWOOD; TO BE WATER AND HEAT RESISTANT; FINISH TO MATCH
19 1/2" WIDE SAUNA BENCH TOP; FINISH TO MATCH
Architect of Record:
FASTEN NAIL TO BACK WALL
ISAAC - RAE
10" THK WALL; SEE WALL SCHEDULE FOR DETAILS. BLOCKING AS REQUIRED
6'-5"
430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767
8'-4"
T. 347-276-6093 E. clay@isaac-rae.com Project:
329 Mecox 329 Mecox Road Southampton NY 11976 GROOVE LINE
Project No.:
IR-02 Seal/ Signature:
1'-7 1/2" 1 1/4" 1" 3" 1" 3" 1" 3" 1" 3" 1"
1 1/4"
1" DEPTH GROOVE
2
2"
1 1/2"
A-703
3'-5" 2"
1 1/2"
1'-7 1/2" 5'-5"
1/20/2022 1:52:35 PM
1"
3'-6" Date:
Scale: AS NOTED
Drawing Title: 3
FIXTURE DETAILS
A-703
Drawing No.:
4
SAUNA BENCH VIEW 1" = 1'-0"
1
SAUNA BENCH ENLARGED PLAN - Callout 1 1" = 1'-0"
A-703
ARCHITECT
61' - 10"
C 10 3/4"
ADA RESTROOM 07
4 A-306
3' - 9 3/4"
1' - 10"
LEASE LINE TO LEASE LINE VESTIBULE 06
7' - 11 3/8"
7' - 3 3/4"
B
A
2' - 1 7/8"
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
15
13
18
TYP.
15
TYP. 6
4"
3' - 0"
5' - 8 3/4"
5' - 6"
29' - 3"
VIF
2 1/2"
1 2 3
8
2
24' - 10"
4' - 5"
HOLD 9"
3 5/8"
1
14 TYP.
D
5
8
D
D
14
18
2' - 5"
ENGINEERING 990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
DISPLAY WINDOW 02
ALIGN
D 8
1
24' - 10"
OSBORN
D
18
TYP.
12' - 9 5/8"
TM
10
3' - 9"
4' - 10"
12 A-501
ADA FITTING ROOM 05
6' - 11 3/8"
14
1' - 1"
14
A
HOLD
TYP.
TYP.
8
HOLD
C 3
BOH 08
7
4' - 10"
A-304
ALIGN
A-300
9
6' - 11"
1
HOLD
TYP.
3' - 2"
HOLD
6' - 6 1/8"
3
3' - 0"
5
8
14
2
2' - 6"
HOLD
D
9 14
1
4
2' - 5"
HOLD 10
A-302
1' - 10 1/2"
13' - 10 3/4"
2
1
12' - 4 3/4"
C
A-301
STRUCTURAL ENGINEER
A-300
1' - 4 5/8"
6' - 9"
V.I.F.
20' - 2 3/4"
9' - 6 5/8"
2
CASUAL/ TAILORED SHOP 03
HOLD
7' - 0"
19' - 2 1/4"
ABV.
LOUNGE 04
9' - 5 7/8"
A-303
LICENSE # C-4550 1
6
15' - 4 3/4"
4 TYP.
ALIGN
24' - 2 3/4" 18' - 0 5/8"
2
14
796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
ENTRY 01
1
A
19
7
EX-01 2' - 11"
D
CASE ENGINEERING, INC.
5' - 7"
1' - 9"
2 A-501
NORTH
CONSTRUCTION PLAN SCALE: 1/4" = 1'-0"
CONSTRUCTION PLAN SYMBOL / HATCH SYMBOL / HATCH
SOUND RATINGS REQUIREMENTS GENERAL NOTES:
NEW PARTITION
1. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR-CEILING ASSEMBLIES SHALL BE SEALED, LINED, OR INSULATED WITH AN APPROVED PERMANENT RESILIENT SEALANT.
1. G.C. SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLAN(S) AND EXISTING CONDITIONS.
2. ALL RIGID CONDUITS, DUCTS, PLUMBING PIPES, AND APPLIANCE VENTS LOCATED IN SOUND RATED ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR A MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL.
2. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER.
3. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS.
ROOM NAME 01
ROOM TAG
101
DOOR TAG
4. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND RATED ASSEMBLIES SHALL BE LINED (EXCEPTION: DUCTS SERVING ONLY EXIT WAYS, KITCHEN COOKING FACILITIES, AND BATHROOMS NEED NOT BE LINED).
PARTITION TYPE TAG, REF. A-600
5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES WHENEVER A PLUMBING, PIPING, OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR BEYOND THE PIPE OR DUCT. THIS REQUIREMENT IS NOT APPLICABLE TO FIRE SPRINKLER PIPE, GAS LINE OR ELECTRICAL CONDUIT.
1 A-101
CONSTRUCTION PLAN KEY NOTES:
DESCRIPTION
EXISTING PARTITION TO REMAIN
A
CONSTRUCTION PLAN GENERAL NOTES:
ELEVATION TAG
6. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED HORIZONTALLY BY 24" AND NOTE THAT BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED BY A MINIMUM OF 2" THICK MINERAL FIBER INSULATION.
1
LEASE LINE
2
EXISTING 2-HR FIRE-RATED CMU DEMISING WALL TO REMAIN; G.C. TO MAINTAIN EXISTING FIRE AND SOUND RATING; WHERE DAMAGED G.C. TO PATCH PARTITION AS REQ'D TO MAINTAIN A LEVEL 4 FINISH AND RESTORE ORIGINAL FIRE AND SOUND RATING; G.C. TO PREP DEMISING PARTITION FOR NEW PAINT FINISH
3
EXISTING METAL 2" FURRING PARTITION TO REMAIN; G.C. TO PATCH PARTITION AS REQ'D TO MAINTAIN A LEVEL 4 FINISH AND PREP FOR NEW PAINT FINISH
4
EXISTING KNEE WALL AT STOREFRONT TO REMAIN; G.C. TO PATCH PARTITION AS REQ'D TO MAINTAIN A LEVEL 4 FINISH AND PREP FOR NEW PAINT FINISH
5
EXISTING STOREFRONT SYSTEM AND GLAZING TO REMAIN; G.C. TO PROTECT THROUGHOUT DEMOLITION/CONSTRUCTION AND CLEAN TO DELIVER IN A 'LIKE NEW' CONDITION
6
EXISTING THRESHOLD AT STOREFRONT ENTRY TO REMAIN; G.C. TO VERIFY DIMENSIONS IN FIELD AND CONFIRM THAT THRESHOLD IS ADA COMPLIANT (ADD ALT: IF THRESHOLD IS NOT COMPLIANT, REMOVE AND REPLACE WITH NEW COMPLIANT THRESHOLD)
7
EXISTING STOREFRONT ENTRY DOOR AND HARDWARE TO REMAIN; G.C. TO PROVIDE NEW BESTLOCKS; G.C. TO PROTECT THROUGHOUT DEMOLITION/CONSTRUCTION AND CLEAN TO DELIVER IN A 'LIKE NEW' CONDITION; REF A-601 FOR DOOR AND HARDWARE SCHEDULE
3. ALL DIMENSIONS ARE FROM FINISHED FACE OF WALL OR COLUMN U.N.O. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER THE SCALE ON THE DWGS. 4. LL EXISTING CONSTRUCTION, FITTINGS, EQUIPMENT, FINISHES ETC. TO REMAIN MUST BE PATCHED, REPAIRED, REFINISHED AND/OR REPLACED IN-PART OR IN-WHOLE; SO AS TO MEET A "LIKE NEW" AND FULLY OPERATIONAL CONDITION, TYP. 5. ALL ABANDONED AND/OR UNUSED COMPONENTS CREATED OR EXPOSED DURING CONSTRUCTION, INCLUDING - BUT NOT LIMITED TO HVAC, CABLES, PIPING, WIRING, AND ASSOCIATED SUPPORTS AND/OR ATTACHMENTS SHALL BE REMOVED. REMOVED PIPES AND/ OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW SURFACES AND SHALL BE PROPERLY CAPPED OR PLUGGED. ALL ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING TO BE REMOVED BACK TO THEIR SOURCE.
STAMP
6. G.C. TO USE 5/8" TYPE 'X' GYPSUM BOARD THROUGHOUT PROJECT. 7. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRING TO HAVE METAL CORNER BEADS. TAPE, PLASTER, AND SAND SMOOTH. MAINTAIN A LEVEL 4 FINISH AT ALL WALL LOCATIONS, TYP.
7. NO WALL FURNACE SHALL BE INSTALLED IN SOUND RATED PARTITIONS. 1 A-101
1 A-101
DETAIL SECTION TAG
DETAIL CALLOUT TAG
8. NO ELECTRICAL PANEL SHALL BE INSTALLED IN SOUND RATED PARTITIONS.
8. ACCESS PANELS IN WALL / CEILING FOR PLUMBING, MECHANICAL, ELECTRICAL ACCESS SHALL BE FLUSH FRAMELESS SQUARE CORNER GYP. BOARD PANELS, SEE RCP A-102 FOR SPECIFICATION.
8
NEW PARTITION TO DECK; REF. A-600 FOR PARTITION SCHEDULE
9. CEILING ASSEMBLY TO MEET 50 51C AND 50 11C SOUND RATING REQUIREMENTS.
9. METAL STUDS SHALL EXTEND UP TO THE DECK ABOVE WHERE NOTED AND APPLICABLE.
9
NEW PARTIAL HEIGHT PARTITION; REF. A-600 FOR PARTITION SCHEDULE
10. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADERS AND JAMBS, AND AS REQUIRED TO MAKE ASSEMBLY RIGID.
10
NEW WATER COOLER; COORD W/ PLUMBING DWGS.
11
NEW WATER HEATER; G.C. TO PROVIDE WHITE SHELF AND MOUNT ABOVE MOP SINK IN B.O.H. 90" MIN A.F.F. AS HIGH AS POSSIBLE; PROVIDE ADDITIONAL SUPPORT/BRACING AS REQ'D ; COORD. WITH MEP DRAWINGS.
12
NEW MOP SINK AND FAUCET; REF TO A-101 FOR SPEC; COORD. W/ MEP DWGS; REF. ELEVATIONS
13
EXISTING RESTROOM TOILET AND SINK BY LANDLORD; COORD. W/ MEP DWGS.
12. FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE-RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION WITH FIRE-RETARDANT CHEMICALS TO PROVIDE UL PRS FIRE HAZARD CLASSIFICATION. ALL SUCH WOOD MEMBERS SHALL BE IDENTIFIED WITH A UL LABEL.
14
G.C. TO PROVIDE FRT PLYWOOD IN-WALL BLOCKING AS REQUIRED FOR ALL PERIMETER MILLWORK FIXTURES; COORD. W/ ELEVATIONS AND FIXTURE CONTRACTOR; REF. CONSTRUCTION DETAILS FOR MORE INFORMATION
13. G.C. TO COORD. NEW WORK W/ RCP.; REF. A-102 RCP FOR SOFFIT / LIGHTING INFORMATION.
15
11. G.C. SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND MILLWORK APPLIED/INSTALLED ITEMS FOR FIRM, LEVEL, AND SECURE INSTALLATION OF SUCH ITEMS ON WALLS, COLUMNS, ETC. IF REQUIRED BY CODE ALL SUCH BLOCKING AND SUPPORTS SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENTS. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE IN COMPLIANCE WITH IBC SECTION 2304.9.5.
G.C. TO USE MOISTURE-RESISTANT TYPE "X" GYP. BOARD AT THE WALLS IN WET AREAS, INCLUDING AROUND THE VICINITY OF THE MOP SINK, TYP.
14. G.C. TO COORD. NEW WORK W/ FIXTURE PLAN. REF. A-101 FIXTURE PLAN FOR FIXTURE INFORMATION. 16
15. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.
G.C. TO PROVIDE PLASTEX POLYWALL WATERPROOF PANEL UP TO 48" AFF BEHIND AND AROUND MOPSINK, REF. ELEVATIONS; REF. A-104 FOR SPEC.
17
EXISTING ELECTRICAL PANEL TO REMAIN; G.C. TO RE-CIRCUIT AS REQ'D; COORD. W/MEP DWGS
16. FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQ'D BY LOCAL AUTHORITY HAVING JURISDICTION.
18
EXISTING 1-HR FIRE-RATED DEMISING WALL; G.C. TO MAINTAIN EXISTING FIRE AND SOUND RATING; WHERE DAMAGED G.C. TO PATCH PARTITION AS REQ'D TO MAINTAIN A LEVEL 4 FINISH AND RESTORE ORIGINAL FIRE AND SOUND RATING; G.C. TO PREP DEMISING PARTITION FOR NEW PAINT FINISH
19
EXISTING SUSPENDED AHU ABOVE; COORD. W/ MEP DWGS
20
INFILL AT BACK WALL TO BE EXISTING BY LANDLORD
21
G.C. TO SUSPEND EXISTING TRANSFORMER ABOVE; COORD. W/ ELECTRICAL AND STRUCTURAL DWGS
22
G.C. TO RELOCATE EXISTING DISCONNECT SWITCH NEXT TO NEW SWITCH; COORD. W/ MEP DWGS
23
G.C. TO PROVIDE NEW DISCONNECT SWITCH; COORD. W/ MEP DWGS.
24
NEW CUSTOM DOOR FURNISHED BY F.C., INSTALLED BY G.C.; G.C. TO PROVIDE SILENCERS AND MIRROR; G.C. TO COORD. ROUGH OPENING DIMENSIONS WITH APPROVED FINAL SHOP DWGS.
17. G.C. IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE AND RESTORING TO FULL PROTECTIVE CAPACITY ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING FIREPROOFING - CREATED OR EXPOSED DURING CONSTRUCTION,PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 18. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATION FIRESTOP SYSTEMS. THE G.C. SHALL SUBMIT SHOP DRAWING DETAILS THAT THE INSPECTOR MAY REQUIRE. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES CLEARLY DEFINED. 19. ALL DAMAGED, DETERIORATED, COMPROMISED OR MISSING THERMAL INSULATION - CREATED OR EXPOSED DURING CONSTRUCTION - SHALL BE RESTORED TO FULL CAPACITY. 20. G.C. SHALL THOROUGHLY CLEAN THE ENTIRE PREMISES PRIOR TO FINAL REVIEW, INCLUDING BUT NOT LIMITED TO THE FLOORS, MILLWORK, FIXTURES, EQUIPMENT, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. ALL SPLATTERS, SCRATCHES, MARKS. DEBRIS, AND DEFECTIVE MATERIALS OR PARTS SHALL BE REMOVED OR REPLACED. DELIVER PREMISES BROOM SWEPT CLEAN.
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
7' - 0"
6
TYP.
MEP ENGINEER
RETAIL TENANT
A-305
1
20' - 10"
4
18
LEASE LINE TO LEASE LINE
EX-02
14
C
HOLD
3' - 0"
04 24
9
B
TYP.
1' - 10 1/2" 2 1/2"
10" ALIGN
14
8
6' - 0"
17
D
1' - 6"
5 1/8"
2
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
8"
2 1/2"
21
6' - 6"
4
ALIGN
DOOR
EX-03
A-304
4"
23
3' - 0"
11
4' - 10"
22
8
7' - 4"
V.I.F.
E 12
LEASELINE TO LEASELINE
6' - 7 1/8" HOLD
HOLD
2' - 6" 20
9
5
27' - 4"
14
OWNER'S REPRESENTATIVE
3' - 7 1/2"
3' - 4 1/4"
1' - 8 3/8" 3 5/8"
16
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
PROJECT NO.: 218259 DATE: 02/27/2019 DRAWN BY: RA, NK CHECKED BY: JSP AREA: 1,400 SF
#
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
DATE 02/27/2019 03/04/2019
CONSTRUCTION PLAN
A-100
ARCHITECT
61' - 10"
PL.05 PL.04
2
UH
CAB
B EQ
3
A
EQ 1
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
MR PL.01
FE
OWNER'S REPRESENTATIVE
F.01 VESTIBULE 06
TPH
4' - 8"
5
A.03
4
TYP.
5
5
3' - 0"
3' - 0"
BENCH
10
5
MIN.
3' - 0"
F.21
F.11
A.02
FB-01
SO
7
FE
MQ
MQ
F.23 ABV. 4
10
A.03 MQ
F.03
F.01
11
F.06
MQ
A.04
20' - 10"
HS
F.11A
3' - 2 1/4"
F.12
MIN
SB
3' - 1"
4
DISPLAY WINDOW 02
2' - 4 1/8" VIF
CT
A.05
LICENSE # C-4550
MQ
F.06
CPT-01
5
3' - 0"
CB
10
2" 1/3 1 -
796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
12
A.05
STRUCTURAL ENGINEER
TM
OSBORN ENGINEERING 990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
10 F.01
RETAIL TENANT
A.04
3'
F.11A
CASE ENGINEERING, INC.
LEASE LINE TO LEASE LINE
TDSH
8
FB-01
TYP.
CPT-02
ENTRY 01
3' - 9"
FDSK
9' - 0"
F.22
A.05
4
BS
MEP ENGINEER
V.I.F. PLATFORM
LOUNGE 04
BS CH-1
EL
REF-1
8
F.19
F.06
CASUAL/ TAILORED SHOP 03
F.16
TYP.
F.03
F.01
9' - 0 7/8"
FB-01
F.15
4
1"
5
5
PL.06
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
MIN.
F.22
A.05 CH-1 A.04
4
3' - 0"
3 A-400
9
F.01
3' - 9"
1' - 0 1/2"
F.01 A.01
6
KB
10"
EQ
D.08
4' - 0"
SH16 BR B16 SHBH SHB
EQ.
TYP.
EQ
SH16
EQ
4 TYP.
REF-2
BOH 08
1
10"
4
2' - 4" 14
PL.03
GB
5
SD TD
3' - 2 13/16 "
2' - 4"
PL.02
1 NORTH
6' - 0"
1
6"
ADA FITTING ROOM 05
4
EQ
TYP.
EQ
6"
2' - 6"
1
V.I.F.
FIXTURE PLAN SCALE: 1/4" = 1'-0"
FIXTURE PLAN SYMBOL / HATCH SYMBOL / HATCH
DESCRIPTION
EXISTING PARTITION TO REMAIN
NEW PARTITION ROOM NAME 01
X.01
FIXTURE SCHEDULE TAG
DESCRIPTION
2. G.C. TO VERIFY PURCHASE OF ADA REQUIRED FIXTURES. 3. G.C. & F.C. TO COORDINATE CONSTRUCTION & INSTALLATION MATERIALS, METHODS, AND SCHEDULING OF FIXTURES. 4. ALL DIMENSIONS ARE TO FINISHED WALL SURFACE. G.C. TO LAY OUT ALL WALLS IN FIELD FOR VERIFICATION AND APPROVAL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT'S OFFICE WITH ANY CONFLICTS. 5. G.C. TO SKIM-COAT ALL EXPOSED EXISTING PARTITIONS INCLUDING BUT NOT LIMITED TO DEMISING PARTITIONS. MAINTAIN A LEVEL 4 FINISH AT ALL LOCATIONS, TYP. 6. G.C. TO PROVIDE ELECTRICAL POWER AND FINAL HOOK-UPS FOR ALL FIXTURES THAT CONTAIN ELECTRICAL ELEMENTS/LIGHTING. G.C. TO COORDINATE WITH SHOP DRAWINGS TO BE PROVIDED BY THE FIXTURE CONTRACTOR. 7. U.L. LISTING: G.C. AND FIXTURE CONTRACTOR ARE RESPONSIBLE FOR U.L. LISTING OF ALL FIXTURES. SEE LIGHTING AND FIXTURE DRAWINGS FOR DETAILS. 8. FINISHES TO BE FIRE RATED AS REQUIRED BY STATE/LOCAL BUILDING CODES. 9. FOR ALL WALL TYPES SPECIFIED, G.C. TO COORDINATE AND/OR SUPPLY PLYWOOD BLOCKING AS NECESSARY BEHIND MILLWORK. COORDINATE CONSTRUCTION DETAILS AND DIMENSIONS WITH FIXTURE PLANS AND FIXTURE SHOP DRAWINGS. 10. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME-RATED FLOOR. WALL AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE, AND HOT GASES. 11. FIRESTOPPING: MAINTAIN FIRE RATING ASSEMBLY IN WHICH FIRESTOPPING IS INSTALLED SUCH AS FLOOR, PARTITION, OR WALL IN ACCORDANCE WITH ASTME 119 TESTS. 12. ONLY NEW, FIRST-CLASS MATERIALS, EQUIPMENT, FIXTURES (INCLUDING TRADE FIXTURES) AND FURNISHING SHALL BE USED IN THE PREMISES. 13. THERE ARE NO POINT-OF SALES OR SERVICE COUNTERS IN THIS STORE. RETAIL TENANT STORES ARE DESIGNED AND OPERATE AS SHOWROOMS. MO MERCHANDISE IS SOLD ON LOCATION.
MANUFACTURER / MODEL
FINISH
QTY.
62"W x 1 1/2"D x 90"H
F.C./G.C.
F.C./G.C.
GL-02 / MT-01
1
A.02
FLAT MIRROR
24"W x 72"H
F.C./G.C.
F.C./G.C.
GL-02 / MT-01
1
A.03
TALL FLAT MIRROR
24"W x 78"H
F.C./G.C.
F.C./G.C.
GL-02 / MT-01
2
FITTING ROOM HANG BAR
A.05
VALET PEG
1" SQ. x 3"D x 30"L w/ 2 1/2" SQ. MOUNTING PLATES 1" SQ. x 3"D HOOK w/ 2 1/2" SQ. MOUNTING PLATE
F.C.
F.C.
F.C.
MT-01
F.C.
MT-01
4
15
F.01
LADDER FIXTURE - TYP.
62"L x 18"W x 81"H
F.C.
F.C.
MT-01 / WD-01
6
F.03
FREE-STANDING SHELF
133 1/2"L x 24"W x 67 1/2"H
F.C.
F.C.
MT-01 / WD-01
2
F.06
FREE-STANDING RACK
24"W X 38"L X 63"H
F.C.
F.C.
MT-01
4
F.10
MANNEQUIN RISER
18"L x 14"W x 12 1/4"H
F.C.
F.C.
WD-01
2
FIXTURE PLAN GENERAL NOTES: 1. REFER TO FINISH SCHEDULE A-104 FOR FINISH DESCRIPTIONS AND SPECIFICATIONS.
RESPONSIBILITY
3-WAY MIRROR
A.04 FIXTURE TAG
DIMENSION
A.01
ROOM TAG
FIXTURE PLAN KEY NOTES:
EQUIPMENT SCHEDULE
F.11
NESTER TABLE
67 1/2"L x 24"W x 28"H
F.C.
F.C.
WD-01
1
F.11A
NESTER CUBE
30"L x 30"W x 18"H
F.C.
F.C.
WD-01, MT-01
2
F.12
ADA BENCH
42"L x 20"W x 17"H
F.C.
F.C.
WD-01
1
F.15
UNDERWEAR FIXTURE
29"L x 16"W x 30"H
F.C.
F.C.
WD-03, MT-01
1
F.16
BAR
60"L x 33"W x 39"H
F.C.
F.C.
WD-03
1
F.19
SMALL TABLE
66"L x 30"W x 30"H
F.C.
F.C.
WD-02
1
F.21
SMALL ROUNDER
42"Ø x 30"H
F.C.
F.C.
WD-03
1
F.22
FITTING ROOM UNIT
REF. PLANS
F.C.
F.C.
MT-01 / WD-01
2
F.23
DISPLAY PLATFORM
REF. PLANS
F.C.
F.C.
WD-01
1
NOTES / REMARKS
FINISH: GL-02, MT-01; REF. FIXTURE PACKAGE FOR MORE DETAILS; MIRROR (GL-02) BY G.C.; VERIFY DIMS. IN FIELD AND SECURE TO FRAME WITH MASTIC FINISH: GL-02, MT-01; REF. FIXTURE PACKAGE FOR MORE DETAILS; MIRROR (GL-02) BY G.C.; VERIFY DIMS. FINISH: GL-02, MT-01; REF. FIXTURE PACKAGE FOR MORE DETAILS; MIRROR (GL-02) BY G.C.; VERIFY DIMS. FINISH: MT-01; REF. FIXTURE PACKAGE FOR MORE DETAILS; REF. ELEVATIONS FOR MOUNTING HEIGHTS, TYP. FINISH: MT-01 ; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: MT-01, WD-01; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: MT-01, WD-01; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH MT-01; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: WD-01; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: WD-01; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: WD-01, MT-01; REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: WD-01; REF. FIXTURE PACKAGE FOR MORE DETAILS; RIGHT SIDE MOUNTED FINISH: WD-03, MT-01 FINISH: WD-03 (WALNUT); REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: WD-02 (HICKORY); REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: WD-03 (WALNUT); REF. FIXTURE PACKAGE FOR MORE DETAILS FINISH: MT-01, WD-01; G.C. TO CONFIRM FIELD DIMENSIONS AND COORD. W/ F.C. FINISH: WD-01 (WHITE OAK); REF. FIXTURE PACKAGE FOR MORE DETAILS
TAG
DESCRIPTION
DIMENSION
RESPONSI BILITY
MANUFACTURER
MODEL
FINISH
QTY.
16"
G.C.
THE CONTAINER STORE
ELFA WHITE VENTILATED SHELF BRACKETS
WHITE METAL
19
WALL MOUNTED SHELVING BRACKET WALL MOUNTED STANDARD TOP TRACKS WALL MOUNTED STANDARD
VARIES
G.C.
THE CONTAINER STORE
ELFA HANG TOP TRACKS
WHITE METAL
8
84"H
G.C.
THE CONTAINER STORE
ELFA HANG STANDARD
WHITE METAL
19
CB
COAT HANG BAR
20"L X 1 3/8"D X 2 3/4"H
G.C.
EL
EMPLOYEE LOCKER FOLDING WALL MOUNTED DESK
12"W x 18"D x 72"H
G.C.
THE CONTAINER STORE - UMBRA; ULINE
36"L X 18"D X 30"H
G.C.
IKEA
FLIP HOOK BAR; SKU : 10054165 H-1845GR BJURSTA WALL MOUNTED DESK
REF. PLANS; G.C. TO CUT LENGTHS IN FIELD AS REQ'D
G.C.
ARAKAWA
CRB 1800-A
G.C.
MMF INDUSTRIES
201202889
F.C./G.C.
FAGOR
MODEL BC-112
G.C.
DANBY
G.C.
B16 BR BST
FDSK
HS KB REF-1 REF-2 SH16 SHB SHBH
HANGING SYSTEM MERCHANDISING TRACK KEY BOX SALES FLOOR REFRIGERATOR BOH REFRIGERATOR
11.7"H x 7.9"W x 3.6"D 23 1/2"W x 23 1/2"D x 34"H 20 5/8"W x 20 7/8"D x 32 3/4"H
WALL MOUNTED 16"D (LENGTH VARIES) VENTILATED SHELF WALL MOUNTED SHELVING 36"L, 48"L HANG BAR HANG BAR HOLDER 3"H X 2"D
COORD. INSTALL WITH BOH SHELVING
THE CONTAINER STORE
ELFA WHITE VENTILATED SHELVES
WHITE METAL
8
G.C.
THE CONTAINER STORE
ELFA CLOSET ROD
WHITE METAL
8
G.C.
THE CONTAINER STORE ELFA CLOSET ROD HOLDER WHITE METAL BLACK STATIC VIDEO MOUNT VENTED DATA SHELF RESISTANT PRODUCTS VMP-ER-S2UV POWDER COAT CASABELLA - GROOK BLACK/ALUMIN UTILITY HOLDER; SKU : THE CONTAINER STORE UM 10055909
16
TDSH
TELE/DATA SHELF
19"L x 14 3/4"D x 4"H
G.C.
UH
UTILITY HOLDER
10"L x 4"D x 2 3/4"H
G.C.
FITTING ROOM STOOL
16"W x 16"D x 30"H
CPT-02
WALK-OFF MAT
36"W X 72"L X 3/8"H
CT
COFFEE TABLE
60"L x 19"D x 14"H
FB-01
FITTING ROOM CURTAIN
REF. PLANS
MQ
MANNEQUIN
3/4 MALE TORSO
SB
SUITING BENCH
48"L x 19"D x 14"H
SO
SOFA
86"L X 36"D
1
NOT INSET; REMOVABLE AREA RUG
CATALINA OLEFIN - 1462-M-36 THK CHARCOAL --
1
NOT INSET; REMOVABLE WALK-OFF MAT
BRAD JOBE
3
TBD
9
G.C. TO COORD. INSTALLATION W/ BRAD JOBE; CURTAIN SUSPENDED FROM RODS AND RINGS -
--
1
FINISH TBD
--
1
PL.04
SERVICE SINK
PL.05
SERVICE SINK FAUCET
PL.06
WATER COOLER
1
DIMENSION 20 1/2"W X 18 1/4"D
RESPONSI BILITY MANUFACTURER LANDLORD AMERICAN STANDARD
CH-1
TBD
1
LEASE LINE
2
NEW MOP SINK AND FAUCET; COORD. W/ MEP DWGS.
3
EXISTING RESTROOM PLUMBING FIXTURES AND ACCESSORIES TO REMAIN; COORD. W/ MEP DWGS. G.C. TO PROVIDE NEW WALL MOUNTED CABINET
4
G.C. TO PROVIDE FIRE RATED PLYWOOD IN-WALL BLOCKING AS REQUIRED FOR ALL PERIMETER MILLWORK FIXTURES; COORD. W/ ELEVATIONS AND FIXTURE CONTRACTOR; REF. CONSTRUCTION DETAILS FOR MORE INFORMATION.
5
NEW B.O.H. CONTAINER STORE ELFA SHELVING; G.C. TO COORD. INSTALLATION W/ MANUFACTURER; G.C. TO VERIFY SITE DIMENSIONS AND SUBMIT A PROPOSED LAYOUT FROM THE CONTAINER STORE HEADQUARTERS FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
6
NEW TELE/DATA BOARD BY G.C. (3/4" FRT PLYWOOD) MOUNTED TO WALL AT B.O.H. AND PAINTED TO MATCH ADJ. FINISH
7
NEW DRAPERY PANEL INSTALLED ON TAPED-IN RECESSED CURTAIN TRACK AT ADA FITTING ROOM OPENING; B.O. OPENING AT 7'-0" AFF; FINISH TRACK WHITE; G.C. TO COORD. INSTALLATION W/ BRAD JOBE, REF. ELEVATIONS FOR LENGTHS
8
NEW DRAPERY PANEL INSTALLED ON RODS AND RINGS AT FREE-STANDING FITTING ROOMS; RODS AND RINGS TO BE INSTALLED DURING ASSEMBLY OF FREE-STANDING FITTING ROOM FIXTURES (F.22); G.C. TO COORD. INSTALLATION W/ BRAD JOBE, REF. ELEVATIONS FOR LENGTHS
9
3-WAY MIRROR (A.01) W/ LIGHTING ABOVE; MIRROR FRAME MUST BE ON LOW PROFILE METAL Z-CLIPS FOR EASE OF REMOVAL OR RELOCATION; G.C. TO PROVIDE MIRROR (GL-02). CONFIRM FIELD DIMENSIONS AND SECURE WITH MASTIC TO FRAME BY F.C.; PROVIDE IN-WALL BLOCKING. COORD. W/ ELEVATIONS AND RCP
10
MIRROR (A.03); B.O. FRAME MOUNTED @ 10" AFF; MIRROR FRAME MUST BE ON LOW PROFILE METAL Z-CLIPS FOR EASE OF REMOVAL OR RELOCATION; G.C. TO PROVIDE MIRROR (GL-02). CONFIRM FIELD DIMENSIONS AND SECURE WITH MASTIC TO FRAME BY F.C.; PROVIDE IN-WALL BLOCKING. COORD. W/ ELEVATIONS.
11
MERCHANDISING TRACK (ARAKAWA CRB.1800A) RECESSED IN STOREFRONT CEILING, G.C. TO PROVIDE FRT PLYWOOD BLOCKING ABOVE AND FASTEN TRACK TO BLOCKING EVERY 16" O.C.; LENGTHS TO BE CUT AND COORDINATED IN FIELD, REF. A-102B FOR DIMENSIONS; G.C. TO POWDER-COAT TO MATCH ADJACENT FINISH.
STAMP
PROVIDE END CAPS AS REQ'D
1
1
PLUMBING SCHEDULE
DIMENSION 15"Ø x 27"H
120"W x 96"L
3
1
DESCRIPTION BAR STOOL
AREA RUG
MATCH ADJ. PT-01C
BLACK
TAG BS
CPT-01
1
DCR044A2BDD
PL.03
2
WHITE
COORD. INSTALL WITH BAR F.16
ADDITIONAL FURNITURE / FIXTURE SCHEDULE
--
1
1
EXISTING RESTROOM SINK 2 "W X 5 1/2"D X 6 3/4"H LANDLORD AMERICAN STANDARD SELECTRONIC 6055.102 FAUCET EXISTING RESTROOM 17 1/2"W X 30 5/8"D X 30 LANDLORD AMERICAN STANDARD ASTUTE VORMAX 727AA.121 TOILET 11/16"H
NOTES / REMARKS
GRAY
1
PL.02 QTY. 3
-
PUTTY BLACK/ALUMIN UM
DESCRIPTION EXISTING RESTROOM SINK
MANUFACTURER --
1
COORD. INSTALL WITH BOH TELE/DATA BOARD; REF. ELEVATIONS CEILING RECESSED MERCHANIDISING TRACKS; G.C. TO PROVIDE FRT PLYWOOD BLOCKING ABOVE AND POWDERCOAT TO MATCH ADJ. FINISH COORD. W/ TELE/DATA BOARD
TAG PL.01
RESPONSIBLITY OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT) OWNER (RETAIL TENANT)
NOTES / REMARKS
MODEL LUCERNE 0356.041
FINISH WHITE
CHROME
QTY NOTES / REMARKS EX G.C. TO PROVIDE IN-WALL BLOCKING. COORD. W/ ELEVATIONS AND MEP DWGS. EX COORD. W/ MEP DWGS.
WHITE
21"W X 21 1/2"D X 44 1/2"H 8" SPREAD
G.C.
TURBO AIR
TSA-1MOP
G.C.
B-0674-RGH
11 3/4"W x 14 1/2"D x 50"H
G.C.
T&S BRASS AND BRONZE WORKS, INC. QUENCH
STAINLESS STEEL CHROME
Q7 FREESTANDING
BLACK
EX G.C TO SPECIFY RIGHT HANDED LEVER; G.C.TO PROVIDE OPEN-FACE ELONGATED TOILET SEAT. COORD. W/ MEP DWGS. 1 COORD. W/ MEP DWGS. 1
COORD. W/ MEP DWGS.
1
COORD. W/ MEP DWGS.
12
NEW STOREFRONT DISPLAY PLATFORM (F.23) BY F.C.; G.C. TO VERIFY SITE DIMENSIONS AND COORD. INSTALL W/ F.C.
13
NEW WATER HEATER; G.C. TO PROVIDE WHITE SHELF AND MOUNT ABOVE MOP SINK IN B.O.H. 90" MIN. A.F.F. AS HIGH AS POSSIBLE; PROVIDE ADDITIONAL SUPPORT OR BRACING AS REQUIRED; COORD. WITH MEP DRAWINGS.
14
EXISTING ELECTRICAL PANEL TO REMAIN; G.C. TO RE-CIRCUIT AS REQ'D COORD. W/ MEP DWGS
DESCRIPTION WALL CABINET
CH
COAT HOOK
GB
EXISTING ADA GRAB BARS
MR
EXISTING RESTROOM MIRROR
SD TD TPH
DIMENSIONS 23.2"W x 12.2"" x 23.4
RESPONSIBILITY G.C.
MANUFACTURER TOPEAKMART
MODEL 23" x 23" 2 DOOR WALL MOUNT CABINET
FINISH WHITE
1 1/4" W x 1 1/8" D x 1 1/4" H 18"L, 36"L, 42"L
LANDLORD
BOBRICK
B-233
LANDLORD
BOBRICK
B-6806-18, B-6806-36, B-6806-42
18"W X 36"H
LANDLORD
BOBRICK
B-165 1836
STAINLESS STEEL POLISHED STAINLESS STEEL BRUSHED STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL CHROME
EXISTING SOAP 6 1/8"L x 7"W x 3 5/16"D DISPENSER EXISTING RECESSED 19"H X 13"W X 4 1/4"D PAPER TOWEL DISPENSER EXISTING TOILET PAPER 6"W X 4 1/4"D X 2 3/4"H HOLDER
LANDLORD
BOBRICK
B-4112
LANDLORD
BOBRICK
B-35903
LANDLORD
BOBRICK
B-264
QTY NOTES / REMARKS 1 FINISH: WHITE; G.C. TO PROVIDE AND INSTALL, CENTERED ABOVE W.C. AT 4'-3" AFF EX G.C. TO PROVIDE IN-WALL BLOCKING, COORD. W/ ELEVATIONS EX G.C. TO PROVIDE IN-WALL BLOCKING, COORD. W/ ELEVATIONS
EX G.C. TO PROVIDE IN-WALL BLOCKING, COORD. W/ ELEVATIONS EX G.C. TO PROVIDE IN-WALL BLOCKING, COORD. W/ ELEVATIONS EX RECESSED INTO WALL EX G.C. TO PROVIDE IN-WALL BLOCKING, COORD. W/ ELEVATIONS
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
PROJECT NO.: 218259 DATE: 02/27/2019 DRAWN BY: JO CHECKED BY: Checker AREA: 1,400 SF
#
RESTROOM ACCESSORIES SCHEDULE TAG CAB
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
C
LEASE LINE TO LEASE LINE
ADA RESTROOM 07
13
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
FIXTURE PLAN FIXTURE CONTRACTOR SPECIAL ITEMS: F.22 ?
FREE-STANDING FITTING ROOM (x2)
D.04 ?
DECORATIVE CEILING SLATS
F.23 ?
DISPLAY PLATFORM (x1)
? D.08
MIRRORED DOOR CUSTOM (x1); G.C. TO COORD. ROUGH OPENING W/ APPROVED SHOP DWGS
A-101
DATE 02/27/2019 03/04/2019
ARCHITECT
61' - 10" LEASE LINE TO LEASE LINE VEST. TRANS
VESTIBULE
06
7' - 0" AFF
07
9' - 0" AFF
GYP. BOARD
9' - 0" AFF
GYP. CEILING
PT-01A
GYP. CEILING
PT-01C
B
A
PT-01C
23
27
27
4
TYP.
20
WOOD BEAMS CASUAL/ TAILORED SHOP
TRACK LIGHTS
R-2
13' - 3" AFF
11' - 9" AFF
03
B.O. TRACK
B.O. BEAMS
19' - 9" V.I.F
BLACK
WD-02
B.O. EX'G SLAB
TYP.
PT-02
25
23 FL-1
SD
23
TYP. ST
25
TYP.
SD
EM-1
EX-2
CLG
3 A-501
SD
1
CLG
MEP ENGINEER
S1
EXG-EX
27
SD 14
28
R-2
TYP.
10
5
11
R-2 DC 25
S
F-2A
TYP. R-2
F-2B
9
S2
6
SD
17
F-2A
F-2B
F-2B
17
CLG
EM-1
WP
TR-2
CLG
CLG
P-1
TC1 CLG
TYP.
EX'G MTL PANEL
18
EX-1
F-2B F-2A F-2A
F-2B
F-2A F-2A
P-1
F-2B F-2A
F-2A
R-2
32
LS
R-2
R-2
22
R-2
TYP.
28
26
16
TYP.
TYP.
P-1 F-2B
22
F-2A F-2A
17
F-2B F-2A
P-1
PT-01C
F-2B F-2A F-2A F-2B HS P-1
17
F-2A F-2B F-2A
F-2A
F-2B F-2A
CH-1
GB
17 F-2A
16
F-2B
TYP. ST CLG
27
S1
33
TYP.
27 R-2
R-2 R-2
CLG
OS
F-1 F-1
CLG
S1
LS
4 A-501
R-2
EM-1
R-2
25
30
TYP. R-2
TYP.
T-01
F-1 F-1 TR-1
MD
SM-1 23
CLG
12
25 FL-1
R-2
TR-2
8
TM
GYP. CEILING
SD
STRUCTURAL ENGINEER
29
11' - 0" AFF
20' - 10"
P-3 6
DC EXG-EM
01
1 ABV.
LICENSE # C-4550
DC
ENTRY
EM-1
2
796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
8' - 2" V.I.F
19
13 TR-2
FL-1
CASE ENGINEERING, INC.
ENTRY VEST. SOFFIT
EX'G
TYP.
S2
27
16
F-2A
21
P-1
S
CLG
F-2A 32
TC2
TYP.
P-3
17
J D
S
P-2
TYP.
A-502
SD
ST
34
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
4
3 A-502
TYP. 24
DC
OWNER'S REPRESENTATIVE
15
ENGINEERING 990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
EXISTING LANDLORD CEILING BELOW
2
F-1
31
OSBORN
A-502
F-1 CLG
D D D
F-1
10
F-1
CLG CLG CLG
LIGHT COVE 11' - 5" AFF GYP. CEILING PT-01C
1
BOH
ADA FITTING ROOM
08
05
19' - 9" V.I.F
11
11
LOUNGE SHOP
WALL WASHER COVE
SALES CEILING
1
7' - 0" AFF
04
11' - 8" AFF
11' - 0" AFF
A-501
9' - 0" AFF
GYP. BOARD
11' - 0" AFF
GYP. CEILING
GYP. CEILING
B.O. EX'G SLAB
GYP. CEILING
PT-01A
GYP. CEILING
PT-01C
PT-01C
PT-02
PT-01C
ADA FR TRANS
1 NORTH
PT-01C
REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN SYMBOL / HATCH LEGEND HATCH / SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
FINISH
ROOM NAME 01 TYPE FINISH 0'-0" AFF SYMBOL
S CLG
ROOM TAG
LS
SUPPLY GRILLE
EXHAUST FAN & GRILLE
WHITE
REF. MEP
EM-1
ACCESS PANEL
WHITE
X V.I.F.
SURFACE RECESSED EMERGENCY LIGHT
EX-1
1" TAPED-IN LINEAR SLOT
WHITE
REF. RCP
MATCH ARAKAWA HANGING TRACK ADJ. NOTE FINISH REF. MEP AND APPROVED WHITE FIRE ALARM DWGS MOUNT AT VISIBLE HEIGHT
REF. RCP
1
2 EXG
ST CLG
FIRE ALARM STROBE CEILING MOUNTED; REF. MEP FOR REQ'D CANDELA RATINGS
REF. MEP AND APPROVED FIRE ALARM DWGS
WHITE
3
SD
SMOKE DETECTOR
REF. MEP DWGS
WHITE
5
SECURITY CAMERA, SURFACE MOUNTED
COORD. W/ SECURITY VENDOR
MATCH ADJ.
5
OS
OCCUPANCY SENSOR, WIRELESS CEILING MOUNTED
REF. MEP DWGS
WHITE
1
MD
MOTION DETECTOR WIRELESS
COORD. W/ SECURITY VENDOR
WHITE
1
GB
GLASS BREAK WIRELESS
COORD. W/ SECURITY VENDOR
WHITE
1
DC
DOOR CONTACT WIRELESS
COORD. W/ SECURITY VENDOR
MATCH 2 @ 2 ADJ. ENTRY 1 @ BOH
FLUSH CEILING SPEAKER
COORD. W/ A/V VENDOR
WHITE
2
20A GROUNDED DUPLEX CEILING OUTLET
REF. MEP DWGS
WHITE
2
J CLG
CEILING MOUNTED J-BOX
REF. MEP DWGS
MATCH ADJ.
11
D CLG
ABOVE CEILING DRIVER FOR STOREFRONT SIGNAGE/ LED TAPE LIGHT
COORD. W/ SIGNAGE VENDER
N/A
4
TC2
CLG
COORD. W/ RETAILNEXT
WHITE
1
TRAFFIC COUNTER SECONDARY UNIT
COORD. W/ RETAILNEXT
WHITE
1
PENDANT SPRINKLER HEAD WP
WIRELESS ACCESS POINT; PAINT TO MATCH ADJACENT FINISH
WHITE U.N.O. WHITE U.N.O. N/A
1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT UNLESS OTHERWISE NOTED. 2. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE TENANT SPACE. SUBMIT SHOP DRAWINGS TO THE LANDLORD, OWNER, AND ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL.
APR-25-LC-UI
WHITE
25W
5
G.C. TO PAINT TO MATCH ADJ. FINISH
3. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE AS PER THE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND SPECIFICATIONS.
RECESSED CEILING MOUNTED EXIT SIGN AT SALES
CONTECH
REXA-SF-R-EM-C-P
WHITE
120/277 V
1
SINGLE FACE, RECESSED CEILING MOUNTED
4. ALL LIGHT FIXTURES, INCLUDING EXIT LIGHTS, EMERGENCY LIGHTS, ETC., SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE CONTRACTOR, EXCEPT THE G.C. SHALL PROVIDE AND INSTALL THE LAMPS FOR THE SM-1 AND P-1 FIXTURES.
RECESSED WALL MOUNTED EXIT SIGN AT SALES
CONTECH
REXA-SF-R-EM-C-P
WHITE
120/277 V
1
SINGLE FACE, RECESSED WALL MOUNTED
5. THE CONTRACTOR SHALL USE A LASER LEVELING DEVICE FOR THE LEVELING OF ALL SOFFITS, CEILINGS, AND SUSPENDED GRIDS, TYPICAL. 6. THE ELECTRICAL CONTRACTOR IS TO VERIFY THAT THE EXISTING SERVICE IS ADEQUATE FOR THE DESIGN LOADS. IF NOT, NOTIFY THE ARCHITECT AND MEP ENGINEER IMMEDIATELY.
EXG
EXG
EXG
12W
1
EXTERIOR LED EM LIGHT
EXG-EX
WALL MOUNTED EXIT SIGN AT BOH
EXG
EXG
WHITE
120/277 V
1
EXISTING EXIT SIGN / EMERGENCY LIGHT COMBO TO REMAIN
F-2B
FL-1 P-1
MINI HORIZONTAL TRACK LIGHT FIXTURE MINI HORIZONTAL TRACK LIGHT FIXTURE MINI HORIZONTAL TRACK LIGHT FIXTURE
4' SUSPENDED LINEAR LED CEILING PENDANT LIGHT- 20"
8. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTS; ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT THE TIME OF THE FINAL BUILDING INSPECTION.
AMERLUX-HORNET HIGH POWER AMERLUX-HORNET HIGH POWER AMERLUX-HORNET HIGH POWER
HORNET-HP-H-A14-18-LED-WTTJ1-120-SP-3000-97 HORNET-HP-H-A14-18-LED-BTTJ1-120-SP-3000-97 HORNET-HP-R/SR-FRAME-1-LE D-120 / HORNET-HP-R-TRIM-A14-2-18LED-BT-120-277-MFL-BT-3000-9 7 MERCURY LIGHTING LSA-4-4000-35K-HTA-U55-UNI
P-2
ALINEA LINEAR WALL SCONCE
AAMSCO
THE WESCO BLE-C-VDBW20-PC-975 W/ NARROW VENT SLOTS AND 8'-0" BLACK CORD LED100SYM-24K-BE
P-3
ALINEA LINEAR WALL SCONCE
AAMSCO
LED50SYM-24K-BE
BARN LIGHT ELECTRIC
P-4
ALINEA LINEAR WALL SCONCE
AAMSCO
LED50SYM-24K-PC
R-1
3"Ø DIMMABLE LED RECESSED DOWNLIGHT SEMI-RECESSED LIGHT WITH 2-TRACK HEADS
SOLAIS LIGHTING
XR3NC-D-XM20-30K-1450-WH/ WH HORNET-HP-R/SR-NC-FRAMET-2-120-LE/TE / HORNET-HP-SR-NC-TRIM-T-2-1 8-WT-120-277-MFL-MFL-309-LE/ TE FM17080
R-2
SM-1
T-01
REF. APPROVED SPRINKLER DWGS REF. APPROVED SPRINKLER DWGS AS PER VENDOR DWGS (BANDWAVE)
QUANTITY COMMENTS 1 CHANDELIER PROVIDED BY OWNERS (RETAIL TENANT); G.C. TO PROVIDE 2700K FROSTED LED LAMPS; VERIFY WITH RETAIL TENANT EXACT TYPE PRIOR TO PURCHASE
EVENLIGHT-APERION
3
TRAFFIC COUNTER PRIMARY UNIT
CONCEALED SPRINKLER HEAD
W/V 100W
EXISTING LED LANDLORD EMERGENCY LIGHT
F-2A
BLACK
CLG
FINISH TBD
EXG-EM
F-1
COORD. W/ A/V VENDOR REF. ELEVATIONS FOR MOUNTING HEIGHT
TC1
MODEL TBD
REFLECTED CEILING PLAN KEY NOTES: 10
DECORATIVE CEILING BEAMS BY F.C.; G.C. TO PROVED IN-WALL BLOCKING AT PERIMETER AND COORD. DELIVERY AND INSTALL
11
CONTINUOUS 1" TAPED-IN LINEAR SLOT DIFFUSER; COORD. W/ MEP DWGS, TYP.
12
HS - MERCHANDISING TRACK (ARAKAWA CRB.1800A) RECESSED IN STOREFRONT CEILING, G.C. TO PROVIDE FRT PLYWOOD BLOCKING ABOVE AND FASTEN TRACK TO BLOCKING EVERY 16" O.C.; LENGTHS TO BE CUT AND COORDINATED IN FIELD; G.C. TO POWDER-COAT TO MATCH ADJACENT FINISH.
13
EXIT SIGNAGE: RECESSED CEILING MOUNTED; COORD. W/ ELEVATIONS.
14
EXIT SIGNAGE EM LIGHT COMBO EXISTING TO REMAIN: SURFACE WALL MOUNTED; COORD. W/ ELEVS.
15
SURFACE MOUNTED TRACK LIGHTING IN LIGHT COVE; FINISH WHITE; G.C. TO PROVIDE FRT PLYWOOD BLOCKING ABOVE; REF. A-501 CONSTRUCTION DETAIL; COORD. W/ MEP DWGS.
16
SUSPENDED TRACK LIGHTING ABOVE DECORATIVE BEAMS; FINISH BLACK; COORD. W/ MEP DWGS.
17
NEW SUSPENDED PENDANTS CORD HUNG, MOUNT B.O. PENDANT @ 8'-8", VERIFY IN FIELD; G.C. TO PROVIDE FROSTED 60W INCANDESCENT LAMPS; 2700K
18
NEW RETAIL TENANT LOGO: 15"H COLORED LED ILLUMINATED NEON LOOK LETTERS. EACH LETTER TO HAVE INDIVIDUAL WHITE METAL BACKS. EACH LETTER TO BE ENCLOSED IN INDIVIDUAL, NON REFLECTIVE CLEAR ACRYLIC BOXES. G.C. TO SUSPEND EACH SIGN BOX FROM INTERIOR CEILING AT TWO POINTS WITH LETTERS CENTERED IN THE WINDOW. G.C. TO PROVIDE CONCEALED J-BOX AND ACCESS AT INTERIOR. COORDINATE INSTALL AND LOCATION WITH SIGNAGE VENDOR. SIGNAGE TO BE CONTROLLED BY 24/7 PROGRAMMABLE TIME CLOCK. SIGNAGE FILED UNDER SEPARATE PERMIT
19
G.C. TO PROVIDE 12" x 12" ACCESS PANEL (ACTIVAR MODEL TMW OR APPROVED EQUIVALENT) FOR SIGNAGE DRIVER ACCESS, COORD. EXACT LOCATION W/ MEP DWGS AND SIGNAGE VENDOR.
20
EXG. EXHAUST FAN AND GRILLE; COORD. W/ MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR
21
PAINT-GRADE INTERNALLY INSULATED SPIRAL STEEL DUCTING AT EXPOSED SALES AREAS; G.C. TO PAINT TO MATCH ADJACENT CEILING COLOR; COORD. W/ MEP DWGS. NEW SUPPLY GRILLE; COORD. W/ MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR.
STAMP
7. ENSURE THAT ALL EQUIPMENT INCLUDES / BARES UL LABELS.
WHITE
CLG
EX-2
MANUFACTURER LANGLEY STREET
QTY
REF. MEP AND APPROVED FIRE ALARM DWGS MOUNT AT 96"AFF (MAX)
S2 CLG
DESCRIPTION CHANDELIER
REF. MEP
FIRE ALARM SPEAKER/STROBE WALL MOUNTED; REF. MEP FOR REQ'D CANDELA RATINGS
WALL MOUNTED SPEAKER
TAG CH-1
WHITE
S
S1
SYMBOL
WHITE
HS DESCRIPTION FIRE ALARM SPEAKER/STROBE CEILING SUSPENDED PROVIDE STEM KIT; REF. MEP FOR REQ'D CANDELA RATINGS
QTY REF. MEP
RETURN GRILLE EXISTING PARTITION TO REMAIN
NEW PARTITION
REFLECTED CEILING PLAN GENERAL NOTES:
LIGHTING SCHEDULE
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
7
RETAIL TENANT
3
26
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
LEASE LINE TO LEASE LINE
C
RESTROOM
12
SURFACE MOUNTED GLOBE LIGHT
LED TAPE LIGHT
AMERLUX-HORNET HIGH POWER
SHADES OF LIGHT
LEVITON
TR-1
SURFACE MOUNTED LIGHT TRACK
CONTECH
TAPE LIGHT: (3) TLT-12V-3-30K-16CR; 60W DRIVER: (3) TLP12VHW60-ENC; CHANNEL: (5) TLACA6 LT-P
TR-2
SUSPENDED LIGHT TRACK
CONTECH
LT-B
WHITE
18W
8
GC TO CONFIRM QUANTITY UPON RECEIPT OF DELIVERY
9. ALL VENDORS TO BE COORD. BY G.C.
BLACK
18W
20
GC TO CONFIRM QUANTITY UPON RECEIPT OF DELIVERY
10. KEEP ALL NEW COMPONENTS MOUNTED AS HIGH AS POSSIBLE IN EXPOSED CEILING
BLACK
18W
13
GC TO CONFIRM QUANTITY UPON RECEIPT OF DELIVERY
11. ALL WIRING IN EXPOSED AREAS AND CEILINGS TO BE IN EMT CONDUIT (RIGID). KEEP CONDUIT CONCEALED WHERE POSSIBLE. 12. ACCESS PANELS IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT PER LOCAL GENERAL GROWTH AUTHORITY.
WHITE
34W 60W
3 6
SUSPENDED FROM CEILING/DECK ABOVE @ 12'-0" AFF
GALVANIZED
B.O. PENDANT MOUNTED AT 8'-8" AFF; VERIFY IN FIELD WITH 60W FROSTED SOFT WHITE (2700K) INCANDESENT LAMPS
BLACK
11W
1
MTD. @ 7-10" AFF CENTERED ABOVE MIRROR
BLACK
7W
2
MTD. @ 7'-2" AFF CENTERED ON WALL
13. SPRINKLER HEADS AT GYPSUM BOARD CEILING MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. CENTER SPRINKLER HEADS IN CEILING TILES WHERE APPLICABLE
REFLECTED CEILING PLAN GENERAL NOTES:
POLISHED CHROME WHITE
11W
1
17W
2
WHITE
36W
15
OLD BRONZE
LED
60W
108W (3 x 36W / 12V)
1
1 24' - 10" VIF
MTD. @ 6-8" AFF CENTERED ABOVE MIRROR
1
LEASE LINE
2
EXISTING AHU BY LANDLORD ABOVE; G.C. TO SERVICE AND CONFRIM FUNCTIONS PROPERLY; COORD. W/ MEP DWGS.
3
SEMI-RECESSED CEILING MOUNTED
SURFACE MOUNTED; SOCKET FINISH: OLD BRONZE; CANOPY: OLD BRONZE; G.C. TO PROVIDE 60W E26 (MEDIUM BASE) SOFT WHITE (2700K) INCANDESCENT LAMPS REF. TO ARCHITECTURAL CEILING DETAILS FOR MOUNTING IN WASHER COVE; LENGTH: 24'-10" VIF CUT LED TAPE IN FEILD TO INSTALL IN 3 EQUAL LENGTHS
WHITE
120 V
REF PLANS 1 SURFACE MOUNTED TRACK; G.C. TO CUT LENGTHS PER RCP.
BLACK
120 V
3 TRACK SUSPENDED WITH AIRCRAFT CABLE AND HOLLOW STEM REF PLANS KIT AT POWER FEED LOCATIONS ONLY; G.C. TO CUT LENGTHS PER RCP.
NEW WATER HEATER; G.C. TO PROVIDE WHITE SHELF AND MOUNT ABOVE MOP SINK IN B.O.H. 90" MIN A.F.F. AS HIGH AS POSSIBLE; PROVIDE ADDITIONAL SUPPORT/BRACING AS REQ'D ; COORD. WITH MEP DRAWINGS.
22
NEW RETURN GRILLE; COORD. W/ MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR.
23
NEW SUPPLY GRILLE; COORD. W/MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR.
PROJECT NO.: 218259
24
DEMOLISH EXISTING ACT CEILING AND 2x4 LIGHT; PRIOR TO INSTALL OF NEW GYP. BOARD CEILING; (DEDUCT ALT: EXISTING ACT CEILING AND LIGHT TO REMAIN; CONFIRM WITH TENANT PRIOR TO DEMO)
DATE: 02/27/2019
25
NEW GWB CEILING @ ALL SALES / FITTING ROOM/ VESTIBULE LOCATIONS, TYP.
CHECKED BY: JSP
26
AREA OPEN TO EXISTING DECK ABOVE DECORATIVE TRELLIS AND @ ALL B.O.H. LOCATIONS, TYP; G.C. TO PAINT EXPOSED DECK PT-02; G.C TO ENSURE ASSEMBLY MEET 50 51C AND 50 11C
27
CONCEALED SPRINKLER HEAD W/ WHITE COVER; COORD. W/ MEP AND APPROVED SPRINKLER DWGS.
4
G.C. TO SUSPEND EXISTING FLOOR MOUNTED TRANSFORMER; COORD. W/ MEP AND STRUCT DWGS
28
UPRIGHT SPRINKLER HEAD; COORD. W/ MEP AND APPROVED SPRINKLER DWGS.
5
NEW ALINEA LINEAR LIGHT FIXTURE; CENTER ABOVE MIRROR @ 7'-10" AFF; REF. ELEVATIONS; FINISH HOUSING FOR LAMPING IN MATTE BLACK; PAINT EXPOSED WHIP TO MATCH ADJ. FINISH.
29
EXISTING LANDLORD EM LIGHT TO REMAIN AT EXTERIOR SOFFIT BELOW
30
NEW LED TAPE LIGHT ABOVE IN COVE; CUT AND SPLICE LED STRIPS IN 3 EQUAL LENGTHS
6
NEW ALINEA LINEAR LIGHT FIXTURE; CENTER ON FITTING ROOM WALL @ 7'-2" AFF; REF. ELEVATIONS; FINISH HOUSING FOR LAMPING IN MATTE BLACK; PAINT EXPOSED WHIP TO MATCH ADJ. FINISH.
31
7
NEW ALINEA LINEAR LIGHT FIXTURE; CENTER ABOVE RESTROOM MIRROR @ 6'-8" AFF; REF. ELEVATIONS FINISH HOUSING FOR LAMPING IN POLISHED CHROME; PAINT EXPOSED WHIP TO MATCH ADJ. FINISH
G.C. TO PROVIDE 12" x 12" ACCESS PANEL (ACTIVAR MODEL TMW OR APPROVED EQUIVALENT) FOR LED TAPE LIGHT ACCESS ACCESS TO EXISTING LANDLORD BUILDING PIPES. G.C. TO VERIFY ON SITE REQUIRED SIZE AND CONFIRM LOCATION WITH RETAIL TENANT PRIOR TO INSTALL
32
NEW DRAPERY PANEL INSTALLED ON TAPED-IN RECESSED CURTAIN TRACK AT ADA FITTING ROOM OPENING; B.O. OPENING AT 7'-0" AFF; FINISH TRACK WHITE; G.C. TO COORD. INSTALLATION W/ BRAD JOBE, REF. ELEVATIONS FOR LENGTHS
EXISTING DECK ABOVE IS 3 HOUR-RATED CONCRETE SLAB; IF FIRE PROTECTION IS DAMAGED, G.C SHALL RESTORE IT TO ITS ORIGINAL CONDITIONS AND FIRE PROTECTION RATING.
33
NEW DRAPERY PANEL INSTALLED ON RODS AND RINGS AT FREE-STANDING FITTING ROOMS; RODS AND RINGS TO BE INSTALLED DURING ASSEMBLY OF FREE-STANDING FITTING ROOM FIXTURES (F.22); G.C. TO COORD. INSTALLATION W/ BRAD JOBE, REF. ELEVATIONS FOR LENGTHS
G.C. TO PROVIDE 12" x 12" ACCESS PANEL (ACTIVAR MODEL TMW OR APPROVED EQUIVALENT) FOR ACCESS TO EXISTING LANDLORD BUILDING PIPES. G.C. TO VERIFY ON SITE REQUIRED SIZE AND CONFIRM LOCATION WITH RETAIL TENANT PRIOR TO INSTALL
34
EXIT SIGNAGE RECESSED WALL MOUNTED
8
9 9
1
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
DRAWN BY: RA, NK
AREA: 1,400 SF
#
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
DATE 02/27/2019 03/04/2019
REFLECTED CEILING PLAN
A-102
ARCHITECT
61' - 9 11/16" LEASE LINE TO LEASE LINE
C
B 44
18
GFI @ 46" AFF
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
W
6
OS
OWNER'S REPRESENTATIVE
35
33 CLG
37
ST S1
10
T
6
SD
S2 CLG
4
F
CASE ENGINEERING, INC.
29
17
S 35
CLG
32
29
21
S2
WP
CLG
CLG
CLG
J CLG
J
J
CLG
31
22
31
LICENSE # C-4550 31 J
@ 15" AFF
15
13
@ 93" AFF @ 93" AFF @ 93" AFF
14
@ 15" AFF
27
W
CP AV NM CG
V
CLG
12
@ 93" AFF
796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
DC
CLG
CLG
31
DC TC1
J
J
CLG
CLG
31
SD 31
20' - 10"
D D OS
D D D
40
5
W
F
KP
M
26
38
MEP ENGINEER
31 J
TC2
36
40
2' - 6"
10
CLG ABV.
34
19
39 S
16
J D
S
@ 14'-0" AFF
25
W
9' - 6"
TM
28
DC
AS
LEASELINE TO LEASELINE
1
3
SD
27' - 4"
10
CLG
35
J CLG
35
GB
31 24
17 J ST
@ 14'-0" AFF
33
MD TS CLG
@ 14'-0" AFF
S1
CLG
S1 28
OSBORN ENGINEERING 990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
28
10
CLG
10
7
D D D
OS
31
@ 24" AFF
CLG CLG CLG
11
J
9
CLG
9
TM
23
30 CLG
STRUCTURAL ENGINEER
20
CLG
8
1
CLG
31
GFI
25
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
EQ
10
SD
43 2
EQ
25
9
9
1
10
25
NORTH
1
POWER & SIGNAL PLAN SCALE: 1/4" = 1'-0"
POWER & SIGNAL PLAN SYMBOL / HATCH LEGEND SYMBOL / HATCH
POWER & SIGNAL GENERAL NOTES:
DESCRIPTION
SYMBOL
EXISTING PARTITION TO REMAIN GFI
NEW PARTITION ROOM NAME 01 SYMBOL
ROOM TAG
S CLG
DESCRIPTION FIRE ALARM SPEAKER/STROBE CEILING SUSPENDED PROVIDE STEM KIT; REF. MEP FOR REQ'D CANDELA RATINGS
NOTE REF. MEP AND APPROVED FIRE ALARM DWGS MOUNT AT VISIBLE HEIGHT
S
FIRE ALARM SPEAKER/STROBE WALL MOUNTED; REF. MEP FOR REQ'D CANDELA RATINGS
REF. MEP AND APPROVED FIRE ALARM DWGS MOUNT AT 96"AFF (MAX)
FIRE ALARM STROBE CEILING MOUNTED; REF. MEP FOR REQ'D CANDELA RATINGS
REF. MEP AND APPROVED FIRE ALARM DWGS
SMOKE DETECTOR
REF. MEP DWGS
ST CLG SD
SECURITY CAMERA, SURFACE MOUNTED
COORD. W/ SECURITY VENDOR
FINISH
QTY
WHITE
1
WHITE
WHITE
WHITE MATCH ADJ.
OS
OCCUPANCY SENSOR, WIRELESS CEILING MOUNTED
REF. MEP DWGS
MD
MOTION DETECTOR WIRELESS
COORD. W/ SECURITY VENDOR
WHITE
GB
GLASS BREAK WIRELESS
COORD. W/ SECURITY VENDOR
WHITE
DOOR CONTACT WIRELESS
COORD. W/ SECURITY VENDOR
DC
KP
CP
SECURITY ALARM KEYPAD SECURITY ALARM CONTROL PANEL
WHITE
2 EXG
CLG
J CLG
AV
V
S1 S2 CLG T TS TM
WIRELESS ACCESS POINT
QTY
WALL MOUNTED 20A GROUNDED DUPLEX RECEPTACLE
REF. MEP DWGS MOUNT AT 18" U.N.O.
WHITE
5
WALL MOUNTED 20A GROUNDED DUPLEX RECEPTACLE W/ GROUND FAULT INTERRUPTER
REF. MEP DWGS MOUNT AT 18" U.N.O.
WHITE
WALL MOUNTED 20A GROUNDED DEDICATED DUPLEX RECEPTACLE
REF. MEP DWGS MOUNT AT 18" U.N.O.
COORD. W/ SECURITY VENDOR
1 1
MATCH 2 @ ADJ. ENTRY 1 @ BOH WHITE
1
OS M
D D CLG TC1
WHITE
COORD. W/ VENDOR
WHITE
6
1
CLG
1
COORD. W/ A/V VENDOR
WHITE
1
VOLUME CONTROLS
COORD. W/ A/V VENDOR MOUNT AT 48" MAX
WHITE
1
WALL MOUNTED SPEAKER
COORD. W/ A/V VENDOR REF. ELEVATIONS FOR MOUNTING HEIGHT
BLACK
COORD. W/ A/V VENDOR
WHITE
CLG
1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS PLAN AND ELEVATIONS. COORDINATED W/ THE FIXTURE PLAN ANY DISCREPANCIES REGARDING THE LOCATION(S) SHOWN HERE AND THE FIELD VERIFIED OR EXISTING CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO COMMENCING THE WORK AFFECTED. 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL AUTHORITIES HAVING JURISDICTION. 3. U.N.O. , ALL COVERPLATES AND DEVICES ( ELECTRICAL, SWITCHES, RECEPTACLES, COVER PLATES), SHALL HAVE FINISH COLOR TO MATCH ADJACENT FINISH COLOR.
BLACK
1
TRENCHING REQUIRED
4. SHALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH (2) PULL STRINGS BACK TO THE TELEPHONE EQUIPMENT. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN THE FLOOR, WALLS, AND CEILING SURFACES AND MATERIALS AS REQUIRED.
1
LEASE LINE
27
VOLUME CONTROL; FINISH WHITE MOUNTED @ 48" AFF MAX. ONTO TELE/DATA BOARD; REF. ELEVATIONS FOR MOUNTING LOCATION; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK) RECESSED CEILING MOUNTED SPEAKER; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH WHITE
2
EXISTING ELECTRICAL PANEL TO REMAIN; G.C. TO RE-CIRCUIT AS REQUIRED; COORD. W/ MEP DWGS
3
MULTI-CHANNEL 24/7 PROGRAMMABLE TIME CLOCK; COORD. W/ MEP DWGS.
4
SWITCH BANK; FINISH FOR ALL SWITCHES TO BE WHITE; ALL SWITCHES MTD. @ 48" AFF MAX, TYP.; COORD. W/ MEP DWGS
28
WALL MOUNTED SPEAKER WITH CONCEALED IN-WALL J-BOX, MOUNTED; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH BLACK; G.C. TO ENSURE SPEAKERS ARE INSTALLED HORIZONTALLY AND DIRECTED DOWN TOWARD SALES FLOOR; REF. ELEVATIONS FOR MOUNTING LOCATIONS
5
MASTER OVERRIDE SWITCH; FINISH WHITE; MTD. @ 48" AFF MAX.
6
OCCUPANCY SENSOR COMBINATION SWITCH; FINISH WHITE; MTD. @ 48" AFF MAX.
29
RECESSED CEILING MOUNTED SPEAKER; G.C. TO PROVIDE CONDUIT& PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH WHITE.
7
CEILING MOUNTED OCCUPANCY SENSOR; FINISH WHITE
30
ABOVE CEILING DRIVER FOR LED TAPE LIGHTING; COORD. W/ MEP DWGS
8
WALL MOUNTED G.F.I. DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 46" AFF U.N.O.
31
SUSPENDED J-BOX FOR TRACK LIGHTING, LED STRIP LIGHTING AND PENDANTS; COORD. W/ MEP DWGS
9
WALL MOUNTED DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 18" AFF U.N.O.
32
CEILING MOUNTED FIRE ALARM SPEAKER/ STROBE; FINISH WHITE; COORD. W/ MEP DWGS & APPROVED FIRE ALARM DWGS
10
WALL MOUNTED DEDICATED DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 18" AFF U.N.O. 33
CEILING MOUNTED FIRE ALARM STROBE; FINISH WHITE; COORD. W/ MEP DWGS &APPROVED FIRE ALARM DWGS
20A GROUNDED DUPLEX CEILING OUTLET
REF. MEP DWGS
WHITE
1
6. ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED SHALL BE PATCHED FLUSH WITH ADJACENT WALL SURFACES.
WALL MOUNTED DATA RECEPTACLE
REF. MEP DWGS
WHITE
2
7. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6".
11
CEILING MOUNTED DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 18" MAX. FROM GLAZING TYP.
WALL MOUNTED TELE/DATA RECEPTACLE
REF. MEP DWGS
WHITE
1
8. PROVIDE A MINIMUM OF 10% SPACE CIRCUITS IN EXISTING ELECTRICAL PANEL(S) PROVIDE BREAKER LOCKOUTS FOR VAV UNITS AND SEPARATE CIRCUIT OUTLINES AT TELEPHONE EQUIPMENT.
12
MOUNT (2) QUAD RECEPTACLES AND (1) TELE/DATA OUTLET @ 93" AFF ABOVE TELE/DATA BOARD, AND (1) QUAD RECEPTACLE @ 15" MIN. AFF BELOW TELE/DATA BOARD. REF. ELEVATIONS
34
EXISTING FIRE-ALARM SPEAKER-STROBE; G.C. TO CONFIRM THAT FINISH IS WHITE AND IF RED REPLACE WITH EQUIVALENT WHITE DEVICE; COORD. W/ MEP DWGS & APPROVED FIRE ALARM DWGS
CEILING MOUNTED J-BOX
REF. MEP DWGS
MATCH ADJ.
11 X
13
PROVIDE (1) LOW VOLTAGE STUB UP @ 15" MIN. AFF BELOW TELE/DATA BOARD AND (1) LOW VOLTAGE STUB UP @ 93" AFF ABOVE DESK. REF. ELEVATIONS
35
CEILING / DECK MOUNTED SMOKE DETECTOR; FINISH WHITE
WHIP CONNECTION
REF. MEP DWGS
MATCH ADJ.
9. ALL WIRING IN EXPOSED AREAS AND CEILINGS TO BE IN EMT CONDUIT (RIGID). KEEP CONDUIT CONCEALED WHERE POSSIBLE.
4
36 14
ABOVE CEILING DRIVER FOR STOREFRONT SIGNAGE; COORD. W/ MEP DWGS & SIGNAGE VENDOR; G.C. TO COORD. AND SUPERVISE INSTALL. SIGNAGE FILED UNDER SEPARATE PERMIT.
WHITE
2
RUN ALL AV/DATA AND LOW VOLTAGE VENDORS TO B.O.H.; G.C. TO PROVIDE CONDUIT AND PULL STRING FOR ALL. 37
15
DEDICATED 4-GANG FLUSH FLOOR BOX UNDER BAR (F.16): : HUBBLE CFB4G30RCR W/ 8"Ø BLACK FLUSH COVER PLATE CFBS1R8CVRBLK; G.C. TO TRENCH SLAB AS REQ'D, REF. A-104 FINISH PLAN
ABOVE CEILING J-BOX FOR STOREFRONT SIGNAGE; COORD. W/ MEP DWGS & SIGNAGE VENDOR; G.C. TO COORD. AND SUPERVISE INSTALL. SIGNAGE FILED UNDER SEPARATE PERMIT.
38
CEILING MOUNTED WIRELESS ACCESS POINT; G.C. TO PROVIDE BACK-BOX CONDUIT AND PULLING
16
PROVIDE WHIP CONNECTION FOR ALINEA LINEAR LIGHT FIXTURE; CENTER ABOVE MIRROR @ 7'-10" AFF; REF. ELEVATIONS FINISH HOUSING FOR LAMPING IN MATTE BLACK; PAINT EXPOSED WHIP TO MATCH ADJ. FINISH
39
EXISTING FIRE-ALARM SPEAKER-STROBE TO REMAIN; COORD. W/ MEP DWGS & APPROVED FIRE ALARM DWGS
PROVIDE WHIP CONNECTION FOR ALINEA LINEAR LIGHT FIXTURE; CENTER ON FITTING ROOM WALL @ 7'-2" AFF; REF. ELEVATIONS FINISH HOUSING FOR LAMPING IN MATTE BLACK; PAINT EXPOSED WHIP TO MATCH ADJ. FINISH
40
EXISTING FIRE-ALARM PULL STATION TO REMAIN
41
G.C. TO PROVIDE NEW DISCONNECT SWITCH; COORD. W/ MEP DWGS.
PROVIDE WHIP CONNECTION FOR ALINEA LINEAR LIGHT FIXTURE; CENTER ABOVE RESTROOM MIRROR @ 6'-8" AFF; REF. ELEVATIONS FINISH HOUSING FOR LAMPING IN POLISHED CHROME; PAINT EXPOSED WHIP TO MATCH ADJ. FINISH
42
G.C. TO SUSPEND EXISTING TRANSFORMER ABOVE; COORD. W/ ELECTRICAL AND STRUCTURAL DWGS
43
G.C. TO RELOCATE EXISTING DISCONNECT SWITCH NEXT TO ELECTRICAL PANEL; COORD. W/ MEP DWGS
SWITCH
COORD. W/ SECURITY VENDOR, MOUNT AT 48" MAX
REF. MEP DWGS INSTALL COVER FLUSH WITH FINISH FLOOR
WHITE
2
1
AUDIO / VISUAL CONTROL PANEL
FLUSH CEILING SPEAKER
FINISH
5
TC2 WP
NOTE
DEDICATED 4-GANG FLUSH FLOOR BOX: HUBBLE CFB4G30RCR W/ 8"Ø BLACK FLUSH COVER PLATE CFBS1R8CVRBLK; PROVIDE (3) GROUNDED 20A DUPLEX RECEPTACLES AND (1) TELE/DATA OUTLET
3
5
DESCRIPTION
POWER & SIGNAL PLAN KEY NOTES:
OCCUPANCY SENSOR/SWITCH
REF. MEP DWGS REF. MEP DWGS
WHITE
2
MASTER OVERRIDE SWITCH
REF. MEP DWGS
WHITE
1
DIMMER SWITCH
REF. MEP DWGS
WHITE
5
ABOVE CEILING DRIVER FOR STOREFRONT SIGNAGE/LED TAPE
COORD. W/ SIGNAGE VENDER
10. SEE ELECTRICAL DRAWINGS FOR FIRE ALARM LOCATION AND REQUIREMENTS.
17
N/A
4
TRAFFIC COUNTER PRIMARY UNIT
COORD. W/ RETAILNEXT
WHITE
1
TRAFFIC COUNTER SECONDARY UNIT
COORD. W/ RETAILNEXT
WHITE
1
18
19
PROGRAMMABLE THERMOSTAT, MOUNTED AT 48"AFF MAX; FINISH WHITE; COORD. W/ MEP DWGS.
20
FLUSH WHITE BUTTON TYPE TEMPERATURE SENSOR MOUNTED AT 48"AFF MAX; COORD. W/ MEP DWGS.
21
SHOPPER TRACK TRAFFIC COUNTER; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL W/ VENDOR (RETAIL NEXT); FINISH WHITE
22
SHOPPER TRACK TRAFFIC COUNTER; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL W/ VENDOR (RETAIL NEXT); FINISH WHITE
23
WIRELESS MOTION DETECTOR; FINISH WHITE; COORD. INSTALL W/ SECURITY VENDOR (ADT)
24
WIRELESS GLASS BREAK; FINISH WHITE; COORD. INSTALL W/ SECURITY VENDOR (ADT)
25
WALL MOUNTED CAMERA; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL W/ SECURITY VENDOR (ADT); G.C. TO PAINT HOUSING TO MATCH ADJ. SURFACE; REF. ELEVATIONS FOR MOUNTING LOCATIONS
26
SECURITY KEYPAD; FINISH WHITE; MTD. @ 48" AFF MAX; G.C. TO COORD. INSTALL W/ SECURITY VENDOR (ADT)
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
9
41
33
SD
ST
35
RETAIL TENANT
42
LEASE LINE TO LEASE LINE
25
A
STAMP
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
PROJECT NO.: 218259 DATE: 02/27/2019
44
WALL MOUNTED G.F.I. DUPLEX RECEPTACLE AT RESTROOM; FINISH WHITE; MTD @ 46" AFF U.N.O.
DRAWN BY: RA, NK CHECKED BY: JSP AREA: 1,400 SF
#
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
DATE 02/27/2019 03/04/2019
3 2
THERMOSTAT
REF. MEP DWGS MOUNT AT 48" MAX
WHITE
TEMPERATURE SENSOR FLUSH BUTTON TYPE
REF. MEP DWGS MOUNT AT 48" MAX
WHITE
1
MULTICHANNEL TIME CLOCK 24/7 PROGRAMMABLE
REF. MEP DWGS
WHITE
1
POWER & SIGNAL PLAN
1
A-103
ARCHITECT
61' - 10"
PW-01
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
1
2
2 C-02 3
C-02
7 10
TYP.
1
2' - 6"
3' - 0"
CPT-02
14
9' - 6"
26' - 7 5/8"
LEASELINE TO LEASELINE
MEP ENGINEER
C-04 8
TYP.
2' - 5 1/4"
TYP. 10' - 0" SLAB LEAVE-OUT
VIF
VIF
5
6 C-02
4
796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
16
A
C-02
7
12
CASE ENGINEERING, INC. TYP.
7 13
2' - 2 3/8" 2
8' - 0"
EQ.
TYP.
2' - 2 3/8" EQ.
2 3
6' - 0"
2 C-02
CPT-01
LICENSE # C-4550
ENTRY 01 WALL PT-01A BASE B-01/PT-01B FLOOR C-02 / CPT-02B
STRUCTURAL ENGINEER
2
2
DISPLAY WINDOW 02 WALL PT-01A BASE N/A FLOOR C-02
LEASE LINE TO LEASE LINE
2 2
27' - 4"
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
2
2
TYP.
13
17
14 15
OWNER'S REPRESENTATIVE
7 TYP.
2
BOH 08 WALL PT-01A/ PT-02 12 BASE B-02 FLOOR C-04
CASUAL/ TAILORED SHOP 03 WALL PT-01A/PT-02 BASE B-01/PT-01B FLOOR C-02
LOUNGE 04 WALL PT-01A BASE B-01/PT-01B FLOOR C-02
3
3
A
20' - 10"
10
B
2' - 3 1/4"
11
LEASE LINE TO LEASE LINE
5' - 0"
C
3" MIN.
VESTIBULE 06 WALL PT-01A BASE B-01/PT-01B FLOOR C-02
ADA RESTROOM 07 WALL PT-01D BASE B-01/PT-01E FLOOR C-02
TM
OSBORN ENGINEERING 990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
1
TYP.
2
2
1' - 6"
8 3/8"
7 3
2 9
3
1
ADA FITTING ROOM 05 WALL PT-01A BASE B-01/PT-01B FLOOR C-02
1
NORTH
FLOOR & WALL FINISH PLAN SCALE: 1/4" = 1'-0"
CONSTRUCTION PLAN SYMBOL / HATCH
FINISH SCHEDULE
SYMBOL / HATCH
FINISH CODE B-01 B-02 C-02
DESCRIPTION
EXISTING PARTITION TO REMAIN
NEW PARTITION
CONCRETE FLOOR
ROOM NAME 01 WALL WALL FINISH BASE BASE FINISH FLOOR FLOOR FINISH
FINISH ROOM TAG
C-04
FLOOR AND WALL FINISH PLAN KEY NOTES:
DESCRIPTION PAINTED WOOD WALL BASE RUBBER WALL BASE EXISTING CONCRETE WITH CUSTOM FINISH
LOCATION SALES BOH SALES/ VESTIBULE/ RESTROOM
MANUFACTURER G.C. JOHNSONITE UNCONVENTIONAL FLOORING
EXISTING CONCRETE WITH CUSTOM FINISH
BOH
UNCONVENTIONAL FLOORING
LOUNGE ENTRY FITTING ROOMS MIRRORS FIXTURES FIXTURES
TBD MATS INC. MAHARAM G.C F.C. G.C. SIGN VENDOR
CPT-01 CPT-02 FB-01 GL-01 MT-01 MT-02 MT-04
REMOVABLE AREA RUG WALK-OFF MAT FABRIC - CURTAIN MIRROR METAL-MATTE BLACK POWDER-COATED METAL - BLACK POWDER-COATED METAL - WHITE
PT-01A PT-01B PT-01C PT-01D
INTERIOR PAINT INTERIOR PAINT INTERIOR PAINT INTERIOR PAINT
WALL DOOR/TRIMS CEILING RESTROOM WALL
BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE
PT-01E
INTERIOR PAINT
RESTROOM DOOR/ TRIM
BENJAMIN MOORE
PT-02
INTERIOR PAINT
BENJAMIN MOORE
PW-01 WD-01 WD-02 WD-03
WATERPROOF POLYWALL WHITE OAK HICKORY WOOD WALNUT WOOD
CEILING @ SALES AREA ABOVE DECORATIVE SLATS MOP SINK FIXTURES FIXTURES FIXTURES MILLWORK
FIXTURES
FINISHES PAINT GRADE POPLAR; REF. PLAN FOR PAINT FINISH TRADITIONAL WALL BASE; MODEL# JODC2824X; FINISH 282 VAPORIZE EXISTING CONCRETE FLOOR TO REMAIN G.C. TO PREP FLOOR PER VENDOR RECOMMENDATIONS FOR NEW CUSTOM STAIN COLOR: CHARCOAL; FINISH: SEMI-GLOSS EXISTING CONCRETE FLOOR TO REMAIN G.C. TO PREP FLOOR PER VENDOR RECOMMENDATIONS FOR NEW CUSTOM POLISH AND SEAL; FINISH: CLEAR TBD COCOA MAT - CHARCOAL GRAY CANVAS BY KVADRAT 466185 CLEAR REFLECTIVE MIRROR, TEMPERED BLACKENED METAL TO MATCH CHEMETAL 908 MATTE BLACK POWDER COAT TO MATCH CHEMETAL 908 POWDER COAT TO MATCH PT-01 BENJAMIN MOORE SIMPLY WHITE OC-117 SIMPLY WHITE OC-117; FINISH: EGGSHELL SIMPLY WHITE OC-117; FINISH: SEMI-GLOSS SIMPLY WHITE OC-117; FINSIH: FLAT COROTECH PRE-CATALYZED WATERBRONE EPOXY - V342; COLOR: SIMPLY WHITE OC-117; FINISH: EGGSHELL; LOW VOC COROTECH ACRYLIC DTM ENAMEL - V331; COLOR: SIMPLY WHITE OC-117; FINISH: SEMI-GLOSS; LOW VOC WROUGHT IRON 2124-10; FINISH: FLAT
DIMENSIONS 3/4"D x 4"H 4"H --
--
96"W x 72"L 36'W x 72"L REF. PLANS REF. ELEV ---
REMARKS/NOTES REFER TO A-600 FOR DETAILS AND TRIM PROFILES REFER TO A-600 FOR DETAILS GRIND, STAIN, SEAL AND POLISH W/ 16 GRIT DIAMOND TO 1500 GRIT; G.C. TO TEST IN B.O.H. AND OBTAIN ARCHITECT'S APPROVAL PRIOR TO PROCEEDING THROUGHOUT
GRIND 80 GRIT DIAMOND FOLLOWED BY GRIND W/ 100 GRIT TRANSITIONALS; APPLY (2) COATS OF TENNANT ECO-ITS; FINISH: SATIN CLEAR NOT INSET; COORDINATE WITH FLOOR FINISH PLAN; BY OWNER (RETAIL TENANT) INSET; COORDINATE WITH FLOOR FINISH PLAN FURNISHED BY OWNER (RETAIL TENANT); G.C. TO COORD. INSTALL W/ BRAD JOBE; REF. A-500 FOR DETAILS G.C. TO PROVIDE FRAMES FURNISHED BY F.C.; REF. A-101; G.C TO VERIFY DIMS IN FIELD AND SECURE TO FRAMES W/ MASTIC G.C. TO PROVIDE SAMPLE FOR APPROVAL SIGN VENDOR TO PROVIDE SAMPLE FOR APPROVAL
1
LEASE LINE
2
G.C. TO SUPPLY AND INSTALL NEW PAINTED WOOD WALL BASE, B-01; REF. A-600 FOR DETAILS
3
G.C. TO SUPPLY AND INSTALL NEW RUBBER WALL BASE, B-02; REF. A-600 FOR DETAILS
4
EXISTING ADA COMPLIANT THRESHOLD AT STOREFRONT ENTRY TO REMAIN; G.C. TO VERIFY DIMENSIONS IN FIELD AND CONFIRM THAT THRESHOLD IS ADA COMPLIANT (ADD ALT: IF THRESHOLD IS NOT COMPLIANT, REMOVE AND REPLACE WITH NEW COMPLIANT THRESHOLD)
5
G.C. TO TRENCH SLAB TO RUN POWER UNDERNEATH TO FLUSH MOUNTED FLOOR BOX; REF. A-103 POWER & SIGNAL PLAN
6
G.C. TO PROVIDE NEW REMOVABLE WALK-OFF MAT
7
EXISTING CONCRETE FLOOR TO REMAIN, G.C TO PREP FLOOR PER VENDOR RECOMMENDATIONS FOR NEW CUSTOM STAIN COLOR BY RETAIL TENANT REQUIRED VENDOR; CHARCOAL; FINISH; SEMIGLOSS; REF. A-600
8
EXISTING CONCRETE FLOOR TO REMAIN; G.C. TO PREP FLOOR PER VENDOR RECCOMENDATION FOR NEW GRIND AND SEAL BY RETAIL TENANT VENDOR; FINISH: CLEAR
9
NEW REMOVABLE AREA RUG BY OWNER (RETAIL TENANT); NO TRIP HAZARD AT PERIMETER OF AREA RUG. CARPET TO COMPLY WITH ADA LEVEL CHANGE REQUIREMENTS (ADA 2010 SECTION 303) AND SHALL NOT EXCEED 1/4" THK. OR 1/2" THK IF EDGE IS BEVELED AT A SLOPE NOT STEEPER THAN 1:2.
STAMP
-----
G.C. TO PROVIDE PAINT DRAW DOWNS FOR APPROVAL G.C. TO PROVIDE PAINT DRAW DOWNS FOR APPROVAL G.C. TO PROVIDE PAINT DRAW DOWNS FOR APPROVAL LL'S G.C. TO PROVIDE PAINT DRAW DOWNS FOR APPROVAL
--
LL'S G.C. TO PROVIDE PAINT DRAW DOWNS FOR APPROVAL
--
G.C. TO PROVIDE PAINT DRAW DOWNS FOR APPROVAL; PAINT LINE AT BOH: 12'-0" AFF. G.C. TO PAINT ALL WALLS ABOVE THIS LINE PT-02.
10
G.C. TO USE MOISTURE-RESISTANT TYPE "X" GWB AT THE WALLS IN WET AREAS, INCLUDING THE RESTROOM, TYP.
G.C. TO CUT DOWN AS REQUIRED, REF. PLANS & ELEVS FOR SIZE FINISH TO MATCH CONTROL SAMPLE FINISH TO MATCH CONTROL SAMPLE FINISH TO MATCH CONTROL SAMPLE
11
NEW PLASTEX PLOYWALL WATERPROOF PANEL UP TO 48" AFF AT THE MOP-SINK SURROUND, REF. ELEVATIONS.
12
G.C. TO ESTABLISH A PAINT LINE @ 12'-0" AFF AT B.O.H. PAINT WALLS PT-01A BELOW 12'-0" AFF AND PT-02 ABOVE 12'-0" AFF
1. ALL FINISHING AND PAINTING REQUIREMENTS BE AS PER FINISH SCHEDULE, ELEVATIONS AND SPECIFICATIONS.
13
G.C. TO ESTABLISH A PAINT LINE @ 11'-9" AFF AT SALES AREA WALLS. PAINT WALLS PT-01A BELOW 11'-9" AND PT-02" ABOVE 11'-9"
2. ALL INTERIOR GWB PAINT TO BE SPRAY APPLIED AND BACKROLL FINISHED. SAMPLE TO BE PROVIDED TO ARCHITECT FOR APPROVAL. G.C. AND F.C. TO COORDINATE AND MATCH PAINTED FINISHES.
14
NEW DOOR AND FRAME; PAINT PT-01B U.N.O., REF. ELEVATIONS
PROJECT NO.: 218259
3. ALL CONCRETE FINISHES TO FOLLOW DESCRIPTION PROVIDED IN FINISH SCHEDULE; SAMPLE TO BE PROVIDED IN FINISH SCHEDULE; G.C. TO TEST FINISH IN BOH AND OBTAIN ARCHITECT'S APPROVAL PRIOR TO PROCEEDING THROUGHOUT.
15
LANDLORD G.C. TO PROVIDE NEW CONCRETE IN-FILL AT EXISTING SLAB LEAVE OUT ADD-ALT IF NOT PROVIDED BY LANDLORD, G.C. TO PROVIDE IN-FILL; REF. LANDLORD DWGS. FOR REQUIRED SLAB INFILL DETAILS INCLUDING SOIL PREPARATION AND VAPOR BARRIER REQUIREMENTS
DATE: 02/27/2019
4. INSTALLATION OF FINISHES AND FIXTURES TO BE COORDINATED BETWEEN G.C., F.C., AND ALL VENDORS, TYP.
16
EXISTING LANDLORD SIDEWALK TO REMAIN
17
EXISTING DOOR AND FRAME; G.C. TO PAINT PT-01E U.N.O., REF. ELEVATIONS
X-01
X
FINISH TAG
THRESHOLD TAG WALL BASE LOCATION
FINISH PLAN GENERAL NOTES:
PLAS-TEX F.C. F.C. F.C.
POLYWALL MODEL# PTC0043M; FINISH WHITE NATURAL OAK WOOD, PLAIN SAWN; FINISH: CLEAR MATTE NATURAL HICKORY WOOD; FINISH: CLEAR MATTE NATURAL WALNUT WOOD; FINISH: CLEAR MATTE
48"H ----
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
RETAIL TENANT
10
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
DRAWN BY: RA, NK CHECKED BY: JSP
5. G.C. TO SUBMIT SAMPLES OF ALL FINISHES FOR FINAL APPROVAL PRIOR TO ORDERING OF MATERIALS OR INSTALLATION.
AREA: 1,400 SF
#
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
DATE 02/27/2019 03/04/2019
6. ALL MATERIALS AND FINISHES MUST BE FIRE-RATED AND HAVE FLAME RESISTANCE COMPLYING WITH LOCAL & STATE CODES. 7. ALL SURFACES AT TRANSITIONS BETWEEN DIFFERENT OR EXISTING NEW MATERIALS TO BE FLUSH AND/OR A.D.A. COMPLIANT 8. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
FLOOR & WALL FINISH PLAN
A-104
ARCHITECT
PAINT-GRADE INTERNALLY INSULATED DUCT; FINISH TO MATCH ADJ. PT-02 B.O. DUCT AT 15'-0"AFF MIN.; MOUNT AS HIGH AS POSSIBLE, TYP. SUSPENDED TRACK LIGHTING FINISH BLACK; TYP.
PENDANT LIGHT FIXTURES; TYP.
WALL MOUNTED SPEAKER WITH CONCEALED IN-WALL J-BOX; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH BLACK; G.C. TO ENSURE SPEAKERS ARE INSTALLED HORIZONTALLY AND DIRECTED DOWN TOWARD SALES FLOOR; MOUNT @ 14'-0" AFF
G.C. TO SUSPEND J-BOXES AT 16'-0"AFF FOR PENDANT LIGHT POWER; FINISH TO MATCH ADJ CEILING TYP. PT-02
20' - 9" A.F.F. 2ND FLOOR 19' - 9" A.F.F. B.O. EXISTING DECK V.I.F.
CASUAL/ TAILORED SHOP 03
OWNER'S REPRESENTATIVE
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
MEP ENGINEER
CASE ENGINEERING, INC. 796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
LICENSE # C-4550 STRUCTURAL ENGINEER
TM
OSBORN ENGINEERING 990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
8' - 2" A.F.F. B.O. ENTRY SOFFIT VIF
DISPLAY WINDOW 02
EXISTING STOREFRONT TO REMAIN
RETAIL TENANT
PT-01A
2 A-502
96" MAX
11' - 0"
8' - 8"
OPEN TO VESTIBULE BEYOND
7' - 10"
FINISHED TRANSITION
GL-02
11' - 0" A.F.F. STOREFRONT DISPLAY 10' - 11" A.F.F. T.O. STOREFRONT V.I.F.
NEW WOOD DECORATIVE BEAMS; COORD. W/ RCP; FINISH TO MATCH WD-02
SPEAKER MOUNTING, TYP.
BOH 08
7' - 0"
11' - 3"
PT-01A
16' - 0"
15' - 0" MIN.
LOUNGE 04
11' - 5" A.F.F. LIGHT COVE
B.O. PENDANT, TYP.
PT-01A
WD-02
B.O. DUCT, TYP.
PT-01A
13' - 3" A.F.F. B.O. TRACK 11' - 9" A.F.F. B.O. BEAMS
PT-02
14' - 0"
WALL MOUNTED CAMERA
5 A-501
SUSPENDED J-BOX, TYP.
PT-02
16' - 0" A.F.F. B.O. SUSPENED J-BOX
CUT CORD LENGTHS IN FIELD AS REQ'D
5' - 11 3/4" VIF
NEW WOOD DECORATIVE BEAMS; COORD W/ RCP; FINISH WD-02
TELE/ DATA BOARD W/ FOLDING DESK
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
1' - 6" A.F.F. KNEE WALL 0' - 0" A.F.F. FINISHED FLOOR
B-02
2
B-01
FREE-STANDING FITTING ROOMS BY F.C.
BOH SHELVING
NEW FIXTURE BY F.C.; COORD. IN-WALL BLOCKING AND FIXTURE MOUNTING HEIGHTS W/ FIXTURE SHOPS; TYP. DIMENSIONS SHOWN
SECTION B SCALE: 3/8" = 1'-0"
WALL MOUNTED SPEAKER WITH CONCEALED IN-WALL J-BOX; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH BLACK; G.C. TO ENSURE SPEAKERS ARE INSTALLED HORIZONTALLY AND DIRECTED DOWN TOWARD SALES FLOOR; MOUNT @ 14'-0" AFF
PENDANT LIGHT FIXTURE; TYP.
PAINT-GRADE INTERNALLY INSULATED DUCT; FINISH TO MATCH ADJ. PT-02 B.O. DUCT AT 15'-0"AFF MIN.; MOUNT AS HIGH AS POSSIBLE, TYP.
SUSPENDED TRACK LIGHTING FINISH BLACK; TYP.
CHANDELIER TBD (RETAIL TENANT); G.C. TO PROVIDE LAMPS VERIFY TYPE W/ TENANT PRIOR TO PURCHASE 20' - 9" A.F.F. 2ND FLOOR
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
WALL MOUNTED CAMERA G.C. TO PAINT HOUSING TO MATCH ADJ. FINISH PT-01A
G.C. TO SUSPEND EXISTING FLOOR MOUNTED TRANSFORMER; REF. ELECTRICAL AND STRUCTURAL DWGS
19' - 9" A.F.F. B.O. EXISTING DECK V.I.F.
NEW WOOD DECORATIVE BEAMS; COORD W/ RCP; FINISH TO MATCH WD-02
WALL MOUNTED SECURITY CAMERA, PROVIDED BY OWNER, COORD. W/ ADT, G.C. TO PROVIDE PULL STRING TO BOH TELE/DATA BOARD , G.C. TO PAINT METAL HOUSING TO MATCH ADJ. COLOR PT-01A MOUNT @ 10'-3" AFF
WALL MOUNTED SECURITY CAMERA, PROVIDED BY OWNER, COORD. W/ ADT, G.C. TO PROVIDE PULL STRING TO BOH TELE/DATA BOARD , G.C. TO PAINT METAL HOUSING TO MATCH ADJ. COLOR PT-01A MOUNT @ 11'-3" AFF
PT-02
STAMP
PT-02
PT-01A
BOH 08
PT-01A
B.O. DUCT, TYP.
PROJECT NO.: 218259
11' - 3"
GL-02
B.O. CHANDELIER
8' - 8"
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
10' - 3"
B.O. PENDANT, TYP.
8' - 8"
15' - 0" MIN.
SPEAKER MOUNTING, TYP.
GL-02
14' - 0"
CASUAL/ TAILORED SHOP 03
11' - 0" A.F.F. LOUNGE CEILING
LOUNGE 04
PT-01A
10' - 3"
NEW RETAIL TENANT LOGO: 15"H COLORED LED ILLUMINATED NEON LOOK LETTERS. EACH LETTER TO HAVE INDIVIDUAL WHITE METAL BACKS. EACH LETTER TO BE ENCLOSED IN INDIVIDUAL, NON REFLECTIVE CLEAR ACRYLIC BOXES. G.C. TO SUSPEND EACH SIGN BOX FROM INTERIOR CEILING AT TWO POINTS WITH LETTERS CENTERED IN THE WINDOW. G.C. TO PROVIDE CONCEALED J-BOX AND ACCESS AT INTERIOR. COORDINATE INSTALL AND LOCATION WITH SIGNAGE VENDOR. SIGNAGE TO BE CONTROLLED BY 24/7 PROGRAMMABLE TIME CLOCK. SIGNAGE FILED UNDER SEPARATE PERMIT
12' - 0" A.F.F. BOH PAINT LINE & BOH LIGHTS
DATE: 02/27/2019 DRAWN BY: NK, VR CHECKED BY: JSP AREA: 1,400 SF
#
NEW FIXTURE BY F.C.; COORD. IN-WALL BLOCKING AND FIXTURE MOUNTING HEIGHTS W/ FIXTURE SHOPS; TYP. DIMENSIONS SHOWN
1
SECTION A SCALE: 3/8" = 1'-0"
WALL MOUNTED SECURITY CAMERA, PROVIDED BY OWNER, COORD. W/ ADT, G.C. TO PROVIDE PULL STRING TO BOH TELE/DATA BOARD , G.C. TO PAINT METAL HOUSING TO MATCH ADJ. COLOR PT-01A MOUNT @ 10'-3" AFF
HOLD
10"
TYP
1' - 6"
HOLD
10"
PT-01A
FREE-STANDING FITTING ROOMS BY F.C.
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
DATE 02/27/2019 03/04/2019
0' - 0" A.F.F. FINISHED FLOOR
BOH SHELVING
BUILDING SECTIONS
A-300
19' - 9" A.F.F. B.O. EXISTING DECK V.I.F.
ARCHITECT
G.C. TO SUSPEND J-BOXES AT 16'-0"AFF FOR PENDANT LIGHT POWER; FINISH TO MATCH ADJ CEILING TYP. PT-02 WALL MOUNTED SPEAKER WITH CONCEALED INWALL J-BOX; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH BLACK; G.C. TO ENSURE SPEAKER ARE INSTALL TOWARD SALES FLOOR; MOUNT @ 14'-0" B.O.J-BOX
PT-02
5' - 11 3/4"
WALL MOUNTED SECURITY CAMERA, PROVIDED BY OWNER, COORD. W/ ADT, G.C. TO PROVIDE PULL STRING TO BOH TELE/DATA BOARD , G.C. TO PAINT METAL HOUSING TO MATCH ADJ. COLOR PT-01A MOUNT @ 10'-3" AFF PT-01A
5"
NEW SUSPENDED TRACK LIGHTING, FINISH BLACK TYP. MOUNT @ 13' 3" AFF.
13' - 3" A.F.F. B.O. TRACK 11' - 9" A.F.F. B.O. BEAMS & PAINT LINE 11' - 0" A.F.F. SALES CEILING 20" CEILING PENDANT LIGHT. FINISH: GALVANIZED. B.O. PENDANT MOUNTED @ 8'-8" AFF
SUSPENDED J-BOX, TYP.
LICENSE # C-4550 STRUCTURAL ENGINEER
ENGINEERING
5' - 8"
3" F.01
NEW FIXTURES BY F.C. COORD IN WALL BLOCKING & FIXTURE MOUNTED HEIGHTS W / FIXTURE SHOPS; TYPICAL DIMENSIONS SHOWN
WD-01
1' - 0"
990 West Third Avenue - Suite 200 | Columbus, OH 43212 1100 Superior Avenue - Suite 300 | Cleveland, OH 44114 (614) 556-4272 www.osborn-eng.com
MT-01
5' - 0"
8' - 8"
1' - 0"
TYP.
1' - 6"
B-01 PT-01B
0' - 0" A.F.F. FINISHED FLOOR
NEW DUPLEX RECEPTACLE
SALES - SOUTH SCALE: 1/2" = 1'-0"
19' - 9" A.F.F. B.O. EXISTING DECK V.I.F. G.C. TO SUSPEND J-BOXES AT 16'-0"AFF FOR PENDANT LIGHT POWER; FINISH TO MATCH ADJ CEILING TYP. PT-02
WALL MOUNTED SPEAKER WITH CONCEALED IN-WALL J-BOX; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH BLACK; G.C. TO ENSURE SPEAKER ARE INSTALLED HORIZONTALLY AND DIRECTED DOWN TOWARD SALES FLOOR; MOUNT @ 14'-0" AFF
PT-02
PAINT- GRADE INTERNALLY INSULATED SPIRAL STEEL DUCT BY G.C.; FINISH: PT-02 B.O. DUCT AT 15'-0"AFF MIN.; MOUNT AS HIGH AS POSSIBLE, TYP. NEW SUSPENDED TRACK LIGHTING, FINISH BLACK TYP. MOUNT @ 13' 3" AFF.
16' - 0" A.F.F. B.O. SUSPENED J-BOX
CUT CORD LEGTH TO SIZE IN FIELD AS REQ'D
5' - 11 3/4"
PT-02
WALL MOUNTED SECURITY CAMERA, PROVIDED BY OWNER, COORD. W/ ADT, G.C. TO PROVIDE PULL STRING TO BOH TELE/DATA BOARD , G.C. TO PAINT METAL HOUSING TO MATCH ADJ. COLOR, PT-01A MOUNT @ 11'-0" AFF
2120 SOUTH BLVD, SUITE #2 CHARLOTTE, NC 28203
F.03
TYP.
1' - 6"
1' - 0"
HOLD
10"
2' - 0"
NEW DEDICATED DUPLEX RECEPTACLE
FLUSH WHITE BUTTON TYPE TEMPERATURE SENSOR
2
796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730
OSBORN
5' - 0"
1' - 0" 1' - 0" 48"AFF MAX 2' - 0"
1 A-502
CASE ENGINEERING, INC.
1' - 0"
NEW DUPLEX RECEPTACLE BEHIND
PT-01A
10' - 3"
1' - 0"
NEW MIRROR FRAME BY F.C., G.C. TO F/I MIRROR; CONFIRM FIELD DIMS. AND SECURE WITH MASTIC TO.; G.C. TO COORD. IN-WALL BLOCKING & FIXTURE MOUNTING HEIGHTS W/ FIXTURE SHOPS; TYPICAL DIMENSION SHOWN; MIRROR TO BE MOUNTED ON Z-CLIPS FOR EASE OF REMOVAL OR RELOCATION.
F.01
1' - 0"
1' - 0"
MQ
MEP ENGINEER
TM
B.O. PENDANT, TYP
5' - 8"
16' - 0"
3"
SPEAKER MOUNTING, TYP.
2' - 4"
14' - 0"
A.03
1/2"
15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671
DECORATIVE BEAMS, FINISH TO MATCH WD-02
2 A-502 PT-01A
OWNER'S REPRESENTATIVE
RETAIL TENANT
NEW SURFACE MOUNTED TRACK LIGHTING AT LIGHT COVE. FINISH: WHITE.
CUT CORD LEGTH TO SIZE IN FIELD AS REQ'D
16' - 0" A.F.F. B.O. SUSPENED J-BOX
11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net
DECORATIVE BEAMS, FINISH TO MATCH WD-02
STAMP
PT-02 13' - 3" A.F.F. B.O. TRACK
11' - 9" A.F.F. B.O. BEAMS & PAINT LINE 11' - 0" A.F.F. ENTRY CEILING
WD-02
NEW RETAIL TENANT LOGO: 15"H COLORED LED ILLUMINATED NEON LOOK LETTERS. EACH LETTER TO HAVE INDIVIDUAL WHITE METAL BACKS. EACH LETTER TO BE ENCLOSED IN INDIVIDUAL, NON REFLECTIVE CLEAR ACRYLIC BOXES. G.C. TO SUSPEND EACH SIGN BOX FROM INTERIOR CEILING AT TWO POINTS WITH LETTERS CENTERED IN THE WINDOW. G.C. TO PROVIDE CONCEALED J-BOX AND ACCESS AT INTERIOR. COORDINATE INSTALL AND LOCATION WITH SIGNAGE VENDOR. SIGNAGE TO BE CONTROLLED BY 24/7 PROGRAMMABLE TIME CLOCK. SIGNAGE FILED UNDER SEPARATE PERMIT
5' - 8" 7"
96" MAX
F.01
1' - 0"
F.03
B.O. DUCT, TYP.
15' - 0" MIN.
8' - 8" A.F.F. T.O. ENTRY SOFFIT
5' - 0"
B.O. PENDANT
5' - 0"
8' - 8"
11' - 0"
1' - 0"
F.01
PT-01A
SPEAKER MOUNTING, TYP.
MT-01
10' - 10"
14' - 0"
WD-01
7"
CEILING MOUNTED EXIT SIGN CENTERED OVER DOOR.
SUSPENDED J-BOX, TYP.
NEW FIXTURES BY F.C. COORD IN WALL BLOCKING & FIXTURE MOUNTED HEIGHTS W / FIXTURE SHOPS; TYPICAL DIMENSIONS SHOWN
16' - 0"
20" CEILING PENDANT LIGHT. FINISH: GALVANIZED. B.O. PENDANT MOUNTED @ 8'-8" A.F.F.
1
SALES - NORTH SCALE: 1/2" = 1'-0"
B-01 PT-01B
1' - 0"
TYP.
1' - 6"
1' - 0"
NEWDUPLEX RECEPTACLE
PROJECT NO.: 218259 DATE: 02/27/2019 DRAWN BY: Author CHECKED BY: Checker AREA: 1,400 SF
#
ISSUE ISSUE FOR LL APPROVAL / BID ISSUE FOR CONSTRUCTION
DATE 02/27/2019 03/04/2019
EXISTING FIRE-ALARM SPEAKER STROBE TO REMAIN; G.C. TO CONFIRM EXISTING IS WHITE; ADD-ALT: IF NOT WHITE REPLACE W/ WHITE EQUIVALENT NEW FIXTURES BY F.C. COORD IN WALL BLOCKING & FIXTURE MOUNTED HEIGHTS W / FIXTURE SHOPS; TYPICAL DIMENSIONS SHOWN WD-01 MT-01
B-01 PT-01B
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF ARCHITECT AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH ARCHITECT. DO NOT SCALE BLUEPRINTS.
0' - 0" A.F.F. FINISHED FLOOR
INTERIOR ELEVATIONS CASUAL SHOP & TAILORED SHOP
A-301