Residential/ Retail Portfolio by Neha Kaimal

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

LOT

25.4

NUMBER OF FLOORS

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

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:

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

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

PROPOSED (1) 8' DIAMETER X 2' DEEP DRYWELL

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

PROPOSED (1) 8' DIAMETER X 2' DEEP DRYWELL

PROPOSED (2) 8' DIAMETER X 4' DEEP DRYWELL

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

CLEAN OUT DETAIL MARK "J" 1/2" = 1'-0"

POLYLOCK_DISTRIBUTION_BOX MARK "B" NTS PLAN FOR DIMENSIONS AND OFFSETS 3/8"SEE = 1'-0"

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

D A

LINE OF SOUTHAMPTON TOWN ACCESSORY SET BACK

I ND US T

RI E

SEPTIC SYSTEM LEDGEND KEY

Architect of Record: E

DESCRIPTION

LINE OF SOUTHAMPTON TOWN PRIMARY SET BACK

- PROPOSED HYDRO ACTION AN1100 I/A OWTS

- POLYLOK 20" DISTRIBUTION BOX BETWEEN TREATMENT UNIT AND LEACHING POOLS

W G

PLANTER

(H) EXISTING SEPTIC TANK TO BE REMOVED

25' - 0"

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

- 8' X 12' PC LEACHING POOL

- 8' X 12' PC LEACHING 50% EXPANSION LEACHING POOL

- HYDRO- ACTION CONTROL PANEL AND AIR COMPRESSOR

(3) POOL DRAINAGE DRYWELLS

(7) POOL EQUIP 26' - 8"

- PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT

- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED IN ACCORDANCE WITH SCDHS STANDARDS

- TREATMENT UNIT VENTLINE BACK TO HOUSE TO BE EXTENDED THROUGH ROOF LINE PER NYS 2015 IBC CODE.

- 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

PROPOSED DRYWELL FOR POOL DRAINAGE

PROPOSED NATURAL GAS SERVICE LINE

PROPOSED WATER LINE

PROPOSED NON WATER PROOF RETAINING WALL

N 30° 20' 00" W 198.32'

A 6

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

ME CO X

PATIO

430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767

S.P.

MECOX ROAD

15'-0"

C - SEWER LINE FROM PRIMARY RESIDENCE TO TREATMENT UNIT (4" SDR35 PIPE) 8" MIN COVERAGE

ISAAC - RAE

-F

3 ∅20_ 4

1 ∅21_ 8

0" 24' -

AD A PT A

S 30° 20' 00" E 190.00'

" 4

1 W

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

36"X36"X6" P.C. SLAB WITH 6X6W X.4W1.4 WELDED WIRE MESH

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"

LOCATION PLAN 1" = 400'-0"

111.40 SF D2

2 STOREY F.F. ELEV. 27'-2"

PROPOSED HVAC EQUIPMENT 19' - 8"

PROPOSED POOL EQUIPMENT

2 STOREY F.F. ELEV. 27'-2"

FLAT ROOF

1593.75 SF

2164.54 SF

- 0"

TABLE 3 PG 50 – MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES

BILL OF MATERIALS A

180052

130002

100110

AN1000-P

Ec50-11-Rv.75

green from the ground up

APPROVED BY:

8' - 0"

TABLE 4- MINIMUM LEACHING SYSTEM DESIGN FOR A 8 BEDROOM RESIDENCE DEPTH TO GROUND WATER OVER 17'

DESCRIPTION

QTY:

AN1000, 245 NITROGEN REDUCTION COMPLETE

TANK, PRE/PUMP 1000

KIT, SNG 2 TANK CONNECTING STANDARD

ASSEMBLY, RE-CIRCULATION 245 COMPLETE

AN1000 W/ PLATFORM COMPLETE

Date:

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"

REV. 05/31/17

Drawing No.:

CONCRETE

25' - 9"

APRON DRIVEWAY

DRAWN BY: A.DAVIS DATE:

S 59° 40' 00" W 196.35'

PART# 0

Scale: AS NOTED

REQUIRED TWO (2) POOLS; 12' DEEP, 8' DIA. 600FT2 SIDEWALL AREA WITH 50% EXPANSION POOL

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

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"

25'

SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE

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

1.1

C-05 WATER FILTER

2 STORAGE RM 1

MECHANICAL ROOM

2.6

REVISION

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"

A-302

C-04

BENCH

Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978

21' - 8"

PANTRY

22'-10"

5" SLAB ON GRADE

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

WOOD FLOORING

A-300

6'-10"

4'-6"

Architect of Record:

6.8

ISAAC - RAE

A-300

2 2D

430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767

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"

8.7

4'-9"

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"

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"

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"

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

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

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

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

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.

DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021

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

C.8 C.4

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

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.

A-302

E.7

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

5'-6"

C-06

20'-0"

1.1

C-08

CW-1 17'-10 5/8"

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

F.3

DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021

1'-2 1/4" 24'-3 1/2"

REVISION

2.6

1'-2 1/4"

DATE

OUTDOOR GRILL

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

4' - 10 1/4"

14' - 7"

KITCHEN 103

4.2 C-15

2 A-302

SCULLARY 104

C-12

CW-1

C-07

2 C-10

20'-0"

2 CLS.

A-403

CW-11 A-201

3 z-600

7' - 3 1/2"

FOYER 105

C-05

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

6'-3"

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"

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

9'-0"

---

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

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"

ISAAC - RAE 1

2'-8"

A-702

5'-0"

POWDER 107

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

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

7' - 3 1/2"

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"

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.:

A-103

NOTES

DRAWING ISSUE

5.10

F.3

F E.7

A-302

NO. 1 2 3 4 5 6 7 8 9 10 11 12

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

1.1 1'-0"

DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021

1 Z-304

DATE

REVISION

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

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

5.9

FLAT ROOF

2 A-300

40' - 10"

Architect of Record: 4'-2 15/16" 5'-0"

4'-11" LAUNDRY 201

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

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"

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"

11'-10"

C-11

7'-6 1/2"

40' - 10"

12' - 0"

MASTER BEDROOM 2 206

3'-11"

C.4

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

NOTE

7.4 1

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

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"

PROPOSED 2ND FLOOR PLAN 1/8" = 1'-0"

A-104

NOTES

DRAWING ISSUE

5.10

F.3

A-302

FE.7

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

DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021

SOLAR PANEL ARRAY #1. 12 QTY

REVISION

2.6

12' - 1 3/16"

DATE

3 SLOPE

SLOPE

Consultants: 9 SLOPE

SLOPE

20' - 4"

2 9

Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978

A-301

Z-304

3 A-501 1'-0"

8'-9 1/2"

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

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"

C-05

ISAAC - RAE

1 A-300 2

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

SLOPE

A-301

44' - 1 19/32"

8.1

FLAT

Project:

329 Mecox 329 Mecox Road Southampton NY 11976 Project No.:

---

SLOPE

9 12

12' - 1 3/16"

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:

1/20/2022 1:49:20 PM

1 A-302

Scale: AS NOTED

PROPOSED ROOF PLAN

C.8

PLAN LEGEND:

NEW PROPOSED CEDAR SHAKE ROOF PROPOSED STRUCTURE BELOW

CONSTRUCTION NOTES ROOF PLAN 1/2" = 1'-0"

PROPOSED ROOF PLAN 1/8" = 1'-0"

Drawing No.:

C.4

A-105

NOTES

DRAWING ISSUE

5.10

F.3

E.7

NO. 1 2 3 4 5 6 7 8 9 10 11 12

LIVING ROOM 101

2.6

3 2'-0"

2'-0"

6'-0"

Z-304

QUANTITY

RECESSED CEILING LIGHT

ELEMENTAL LIGHTING

ELEMENT ENTRA 3" LED ADJUSTABLE DOWNLIGHT

WHITE

116

SURFACE MOUNTED LED

RAB LIGHTING

GUS JR LED WRAP LIGHTING

WHITE

20W

RECESSED BATH FAN

PANASONIC

WHISPERFIT

WHITE

MODEL: FV-08-11VF5

LAMP

2D2D

COLOR /...

KITCHEN 103

4.2

MODEL NO.

Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978

TO UPPER LIGHTS

LIGHTING FIXTURE SCHEDULE

REVISION

Consultants: DINING ROOM 102

MANUFACTURER

DATE

Z-304

TYPE

NO. 1 2 3 4 5 6 7 8 9 10 11 12

1.1

FIXTURE

ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.

DRAWING REVISIONS

DATE 03/15/2021 04/01/2021 04/15/2021 05/26/2021

SCULLARY 104

5.9 2D

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:

6.8

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

7.1 2D

7.4

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

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

PROPOSED ELECTRICAL SUB PANEL

E-02

POWDER 107

2D 2D

E-01

NOTE

KEY

8.1

GYM / YOGA 118

329 Mecox Road Southampton NY 11976 Project No.:

IR-02

RCP & ELECTRICAL LEGEND

BATHROOM 111

BEDROOM 2 110

---

TO UPPER LIGHTS

---

2D TRX/ WEIGHTS

PENDANT LIGHT

2D2D

PROPOSED LINEAR LIGHT INTEGRATED INTO BEAM TYPE F OR CABINETRY TYPE E

Seal/ Signature:

2D2D

RECESSED DOWN LIGHT TYPE A

8.7

2 X 6 SURFACE MOUNT

BATHROOM EXHAUST FAN TYPE G

2D 2D

SINGLE POL DIMMER SWITCH

3 THREE WAY SWITCH

MASTER BATHROOM 113

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"

GROUND FLOOR 1/8" = 1'-0"

C.4

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

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

RECESSED CEILING LIGHT

ELEMENTAL LIGHTING

ELEMENT ENTRA 3" LED ADJUSTABLE DOWNLIGHT

WHITE

116

SURFACE MOUNTED LED

RAB LIGHTING

GUS JR LED WRAP LIGHTING

WHITE

20W

RECESSED BATH FAN

PANASONIC

WHISPERFIT

WHITE

MODEL: FV-08-11VF5

Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York

LAMP

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

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

BATHROOM EXHAUST FAN TYPE G

BATH

2D 2D

RECESSED DOWN LIGHT TYPE A

2D2D

SINGLE POL DIMMER SWITCH

3 THREE WAY SWITCH

3D THREE WAY DIMMER SWITCH

2D2D

BATH 207

DUPLEX OUTLET

BEDROOM 5 206

Date:

Scale: AS NOTED

1/20/2022 1:49:59 PM

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"

2ND FLOOR 1/8" = 1'-0"

A-108

NOTES 5.10 DRAWING ISSUE

F.3

A-302

F E.7

C.4

NO. 1 2 3 4 5 6 7 8 9 10 11 12

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

CW-4

2ND FLOOR 37' - 0"

0° 45.0 3"

GROUND FLOOR 26' - 8"

CELLAR WALL PLATE - 6" SPA25' POOL 22' - 10"

REVISION

Consultants:

C0-4

9'-1"

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"

8.7

8.1

---

7.4 7.1

1 A-302

6.8

5.9

4.2

A-300

A-302

A-301

2.6

1.1

Architect of Record:

ISAAC - RAE RIDGE 56' - 8"

---

ROOF 51' - 7"

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"

VERANDA ELEVATION 3/16" = 1'-0"

Drawing No.:

A-200

NOTES

---

1.1

2.6

4.2

5.9

6.8

7.1 7.4

8.1

8.7

DRAWING ISSUE

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"

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-2

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

4 A-403

GROUND FLOOR 26' - 8" CELLAR WALL SPAPLATE POOL 22' 25' -- 10" 6"

FRONT AND ENTRY ELEVATION 3/16" = 1'-0"

5.10

C.4

C.8

E.7 F

A-302

F.3

Consultants:

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.:

CW-4

Seal/ Signature:

2ND FLOOR 37' - 0"

CW-9

10'-4"

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

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'-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

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

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"

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

SC23

SC21

SC19

SC17

SC15

SC24

SC22

SC20

SC18

SC16

1' - 6 3/4"

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

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"

ENLARGED KITCHEN AND SCULLARY PLAN 3/4" = 1'-0"

Drawing No.:

A-203

NOTES 3 A-302

DRAWING ISSUE

E.7

FIXED

F.3

FIXED

NO. 1 2 3 4 5 6 7 8 9 10 11 12

FIXED

3'-0"

F.3

REFRIGERATOR; REF SEPC SCHEDULE

1'-4"

13'-0"

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

26" SINK; SEE SPEC SCHEDULE FOR DETAILS 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.

GROUND FLOOR 26' - 8"

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"

E.7

F.3

KITCHEN ELEVATION 1 1/2" = 1'-0"

E.7

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.

2'-4 7/8"

BACKSPLASH; FINISH TBD

EQ EQ EQ EQ

3'-0"

2" THK KITCHEN COUNTERTOP; FINISH TBD

5'-6"

2'-0"

4'-6"

GROUND FLOOR 26' - 8"

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

RIDGE 56' - 8"

E.7

A-302

F.3

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"

DATE

REVISION

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"

NOTE: STAIRS & HANDRAILS TO COMPLIE WITH THE FOLLOWING; R311.7.5 Stair Treads and Risers R311.7.8 Handrails

ENTRY

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.:

Section 2 1/2" = 1'-0"

Section 1 1/2" = 1'-0"

A-300

NOTES 9

8.1

A-302

---

7.1

6.8

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"

F.3

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"

F.3

2 A-300

E.7

Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York

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

1 A-401

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"

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"

Date:

Scale: AS NOTED

Drawing Title:

SECTIONS

Drawing No.:

Section 6 2 1/4" = 1'-0"

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.

NO. 1 2 3 4 5 6 7 8 9 10 11 12

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

CEDAR BREATHER

VAPOR BARRIER

3/4" SHEATHING

3/4" PLYWOOD

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

3/4" THK PLYWOOD

3/4" CEDAR SIDING

1/2" L

(2) 2X6 TOP PLATE

V V V V

2X10 JOIST, SEE FRAMING PLAN

3/4" PLYWOOD

LIGHT GAUGE STL JOIST

VAPOR BARRIER

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

Consultants:

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"

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"

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

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"

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

ISAAC - RAE

2x6 WOOD WALL FRAMING

4" x 1/4" BASEBOARD

Date:

6" FOUNDATION DRAIN

Scale:

WATERPROOF MEMBRANE

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

WALL SECTIONS

1' - 10"

6" FOUNDATION DRAIN

12" X 22" CONTINUOUS FOOTING

WALL SECTION 4 1" = 1'-0"

12" X 22" CONTINUOUS FOOTING

WALL SECTION 3 1" = 1'-0"

12" X 22" CONTINUOUS FOOTING

WALL SECTION 2 1" = 1'-0"

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"

TUB AND SHOWER NOTH ELEVATION 1/2" = 1'-0"

TUB AND SHOWER EAST ELEVATION 1/2" = 1'-0"

TUB AND SHOWER SOUTH ELEVATION 1/2" = 1'-0"

MASTER BATH VIEW 1/2" = 1'-0"

---

2'-7"

F.3

5'-6"

2'-7"

1'-8"

2'-11 1/2"

3'-0"

4" 4"

Consultants:

1'-6"

Sim

Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978

A-705 13 PT-01A

PT-01A 11

6'-3"

A-601

A-705

2'-3"

PT-01A

Architect of Record:

MASTER BATH VANITY; FINISH TBD

3'-8"

5'-11"

6" 6" 8

MASTER BATHROOM NORTH ELEVATION 1/2" = 1'-0"

430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767

A-601

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

Project:

1 A-701

4'-6"

ISAAC - RAE

3'-2"

3'-8"

T-02

8'-2"

MASTER BATHROOM SOUTH ELEVATION 1/2" = 1'-0"

3'-8"

12'-4"

MASTER BATH VANITY; FINISH TBD

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

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"

1 A-704

2'-0"

7'-8"

NICHE

PT-01A

REVISION

9'-10 1/2" 3'-11"

DATE

2'-0"

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

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.

3'-6"

TOTO TOILET; SEE SCHEDULE FOR SPEC.

4'-0"

TOILET PAPER HOLDER; SEE SCHEDULE FOR SPEC.

TOTO TOILET; SEE SCHEDULE FOR SPEC.

1'-9"

PT-01A

2 Date:

Scale:

TOILET WEST ELEVATION 1/2" = 1'-0"

TOILET NORTH ELEVATION 1/2" = 1'-0"

3'-8 1/2"

1'-10"

1'-6"

2'-2"

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"

TOILET SOUTH ELEVATION 1/2" = 1'-0"

INTERIOR DETAILS - MASTER BATHROOM

7'-5 1/2"

Drawing No.:

PT-01B

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

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

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

2'-7"

1'-3 1/2"

7 1/4"

1 1/4"

3'-4" 1'-10"

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"

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

Architect of Record:

ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767

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"

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"

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"

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"

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"

TYP. A-701

2'-0 1/2"

329 Mecox Road Southampton NY 11976 Project No.:

3/4" THK PLYWOOD; TO BE WATER RESISTANT AT WET WALLS

1/2" 3/4"

3 1/4" 3/4" 1'-6 1/2"

329 Mecox

Seal/ Signature: 1'-10"

TOE KICK

1/2" 3/4"

REVISION

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"

ISSUED FOR SH Town DOB Filing SH Town DOB Filing Engineering Dept. Engineering Dept.

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

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

1/2" 1/2" 1/2"

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"

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"

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

8'-4"

SAUNA BENCH SECTION 1 1" = 1'-0"

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

1 1/2"

A-703

3'-5" 2"

1 1/2"

1'-7 1/2" 5'-5"

1/20/2022 1:52:35 PM

3'-6" Date:

Scale: AS NOTED

Drawing Title: 3

FIXTURE DETAILS

A-703

Drawing No.:

SAUNA BENCH VIEW 1" = 1'-0"

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"

2' - 1 7/8"

11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net

TYP.

TYP. 6

3' - 0"

5' - 8 3/4"

5' - 6"

29' - 3"

VIF

2 1/2"

1 2 3

24' - 10"

4' - 5"

HOLD 9"

3 5/8"

14 TYP.

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

24' - 10"

OSBORN

TYP.

12' - 9 5/8"

3' - 9"

4' - 10"

12 A-501

ADA FITTING ROOM 05

6' - 11 3/8"

1' - 1"

HOLD

TYP.

HOLD

C 3

BOH 08

4' - 10"

A-304

ALIGN

A-300

6' - 11"

HOLD

TYP.

3' - 2"

HOLD

6' - 6 1/8"

3' - 0"

2' - 6"

HOLD

9 14

2' - 5"

HOLD 10

A-302

1' - 10 1/2"

13' - 10 3/4"

12' - 4 3/4"

A-301

STRUCTURAL ENGINEER

A-300

1' - 4 5/8"

6' - 9"

V.I.F.

20' - 2 3/4"

9' - 6 5/8"

CASUAL/ TAILORED SHOP 03

HOLD

7' - 0"

19' - 2 1/4"

ABV.

LOUNGE 04

9' - 5 7/8"

A-303

LICENSE # C-4550 1

15' - 4 3/4"

4 TYP.

ALIGN

24' - 2 3/4" 18' - 0 5/8"

796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730

ENTRY 01

EX-01 2' - 11"

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

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.

LEASE LINE

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

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

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

EXISTING STOREFRONT SYSTEM AND GLAZING TO REMAIN; G.C. TO PROTECT THROUGHOUT DEMOLITION/CONSTRUCTION AND CLEAN TO DELIVER IN A 'LIKE NEW' CONDITION

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)

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.

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.

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.

NEW WATER COOLER; COORD W/ PLUMBING DWGS.

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.

NEW MOP SINK AND FAUCET; REF TO A-101 FOR SPEC; COORD. W/ MEP DWGS; REF. ELEVATIONS

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.

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.

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.

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.

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

EXISTING SUSPENDED AHU ABOVE; COORD. W/ MEP DWGS

INFILL AT BACK WALL TO BE EXISTING BY LANDLORD

G.C. TO SUSPEND EXISTING TRANSFORMER ABOVE; COORD. W/ ELECTRICAL AND STRUCTURAL DWGS

G.C. TO RELOCATE EXISTING DISCONNECT SWITCH NEXT TO NEW SWITCH; COORD. W/ MEP DWGS

G.C. TO PROVIDE NEW DISCONNECT SWITCH; COORD. W/ MEP DWGS.

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"

TYP.

MEP ENGINEER

RETAIL TENANT

A-305

20' - 10"

LEASE LINE TO LEASE LINE

EX-02

HOLD

3' - 0"

04 24

TYP.

1' - 10 1/2" 2 1/2"

10" ALIGN

6' - 0"

1' - 6"

5 1/8"

15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671

2 1/2"

6' - 6"

ALIGN

DOOR

EX-03

A-304

3' - 0"

4' - 10"

7' - 4"

V.I.F.

E 12

LEASELINE TO LEASELINE

6' - 7 1/8" HOLD

HOLD

2' - 6" 20

27' - 4"

OWNER'S REPRESENTATIVE

3' - 7 1/2"

3' - 4 1/4"

1' - 8 3/8" 3 5/8"

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.

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

CAB

B EQ

EQ 1

11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net

MR PL.01

OWNER'S REPRESENTATIVE

F.01 VESTIBULE 06

TPH

4' - 8"

A.03

TYP.

3' - 0"

BENCH

MIN.

3' - 0"

F.21

F.11

A.02

FB-01

F.23 ABV. 4

A.03 MQ

F.03

F.01

F.06

A.04

20' - 10"

F.11A

3' - 2 1/4"

F.12

MIN

3' - 1"

DISPLAY WINDOW 02

2' - 4 1/8" VIF

A.05

LICENSE # C-4550

F.06

CPT-01

3' - 0"

2" 1/3 1 -

796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730

A.05

STRUCTURAL ENGINEER

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

F.11A

CASE ENGINEERING, INC.

LEASE LINE TO LEASE LINE

TDSH

FB-01

TYP.

CPT-02

ENTRY 01

3' - 9"

FDSK

9' - 0"

F.22

A.05

MEP ENGINEER

V.I.F. PLATFORM

LOUNGE 04

BS CH-1

REF-1

F.19

F.06

CASUAL/ TAILORED SHOP 03

F.16

TYP.

F.03

F.01

9' - 0 7/8"

FB-01

F.15

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

3' - 0"

3 A-400

F.01

3' - 9"

1' - 0 1/2"

F.01 A.01

10"

D.08

4' - 0"

SH16 BR B16 SHBH SHB

EQ.

TYP.

SH16

4 TYP.

REF-2

BOH 08

10"

2' - 4" 14

PL.03

SD TD

3' - 2 13/16 "

2' - 4"

PL.02

1 NORTH

6' - 0"

ADA FITTING ROOM 05

TYP.

2' - 6"

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.

GL-02 / MT-01

A.02

FLAT MIRROR

24"W x 72"H

F.C./G.C.

GL-02 / MT-01

A.03

TALL FLAT MIRROR

24"W x 78"H

F.C./G.C.

GL-02 / MT-01

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.

MT-01

F.C.

MT-01

F.01

LADDER FIXTURE - TYP.

62"L x 18"W x 81"H

F.C.

MT-01 / WD-01

F.03

FREE-STANDING SHELF

133 1/2"L x 24"W x 67 1/2"H

F.C.

MT-01 / WD-01

F.06

FREE-STANDING RACK

24"W X 38"L X 63"H

F.C.

MT-01

F.10

MANNEQUIN RISER

18"L x 14"W x 12 1/4"H

F.C.

WD-01

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.

WD-01

F.11A

NESTER CUBE

30"L x 30"W x 18"H

F.C.

WD-01, MT-01

F.12

ADA BENCH

42"L x 20"W x 17"H

F.C.

WD-01

F.15

UNDERWEAR FIXTURE

29"L x 16"W x 30"H

F.C.

WD-03, MT-01

F.16

BAR

60"L x 33"W x 39"H

F.C.

WD-03

F.19

SMALL TABLE

66"L x 30"W x 30"H

F.C.

WD-02

F.21

SMALL ROUNDER

42"Ø x 30"H

F.C.

WD-03

F.22

FITTING ROOM UNIT

REF. PLANS

F.C.

MT-01 / WD-01

F.23

DISPLAY PLATFORM

REF. PLANS

F.C.

WD-01

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

WALL MOUNTED SHELVING BRACKET WALL MOUNTED STANDARD TOP TRACKS WALL MOUNTED STANDARD

VARIES

G.C.

THE CONTAINER STORE

ELFA HANG TOP TRACKS

WHITE METAL

84"H

G.C.

THE CONTAINER STORE

ELFA HANG STANDARD

WHITE METAL

COAT HANG BAR

20"L X 1 3/8"D X 2 3/4"H

G.C.

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

G.C.

THE CONTAINER STORE

ELFA CLOSET ROD

WHITE METAL

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

TDSH

TELE/DATA SHELF

19"L x 14 3/4"D x 4"H

G.C.

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

COFFEE TABLE

60"L x 19"D x 14"H

FB-01

FITTING ROOM CURTAIN

REF. PLANS

MANNEQUIN

3/4 MALE TORSO

SUITING BENCH

48"L x 19"D x 14"H

SOFA

86"L X 36"D

NOT INSET; REMOVABLE AREA RUG

CATALINA OLEFIN - 1462-M-36 THK CHARCOAL --

NOT INSET; REMOVABLE WALK-OFF MAT

BRAD JOBE

TBD

G.C. TO COORD. INSTALLATION W/ BRAD JOBE; CURTAIN SUSPENDED FROM RODS AND RINGS -

FINISH TBD

PL.04

SERVICE SINK

PL.05

SERVICE SINK FAUCET

PL.06

WATER COOLER

DIMENSION 20 1/2"W X 18 1/4"D

RESPONSI BILITY MANUFACTURER LANDLORD AMERICAN STANDARD

CH-1

TBD

LEASE LINE

NEW MOP SINK AND FAUCET; COORD. W/ MEP DWGS.

EXISTING RESTROOM PLUMBING FIXTURES AND ACCESSORIES TO REMAIN; COORD. W/ MEP DWGS. G.C. TO PROVIDE NEW WALL MOUNTED CABINET

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.

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.

NEW TELE/DATA BOARD BY G.C. (3/4" FRT PLYWOOD) MOUNTED TO WALL AT B.O.H. AND PAINTED TO MATCH ADJ. FINISH

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

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

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

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.

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

PLUMBING SCHEDULE

DIMENSION 15"Ø x 27"H

120"W x 96"L

DESCRIPTION BAR STOOL

AREA RUG

MATCH ADJ. PT-01C

BLACK

TAG BS

CPT-01

DCR044A2BDD

PL.03

WHITE

COORD. INSTALL WITH BAR F.16

ADDITIONAL FURNITURE / FIXTURE SCHEDULE

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

PL.02 QTY. 3

PUTTY BLACK/ALUMIN UM

DESCRIPTION EXISTING RESTROOM SINK

MANUFACTURER --

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.

NEW STOREFRONT DISPLAY PLATFORM (F.23) BY F.C.; G.C. TO VERIFY SITE DIMENSIONS AND COORD. INSTALL W/ F.C.

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.

EXISTING ELECTRICAL PANEL TO REMAIN; G.C. TO RE-CIRCUIT AS REQ'D COORD. W/ MEP DWGS

DESCRIPTION WALL CABINET

COAT HOOK

EXISTING ADA GRAB BARS

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

LEASE LINE TO LEASE LINE

ADA RESTROOM 07

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

7' - 0" AFF

9' - 0" AFF

GYP. BOARD

9' - 0" AFF

GYP. CEILING

PT-01A

GYP. CEILING

PT-01C

TYP.

WOOD BEAMS CASUAL/ TAILORED SHOP

TRACK LIGHTS

R-2

13' - 3" AFF

11' - 9" AFF

B.O. TRACK

B.O. BEAMS

19' - 9" V.I.F

BLACK

WD-02

B.O. EX'G SLAB

TYP.

PT-02

23 FL-1

TYP. ST

TYP.

EM-1

EX-2

CLG

3 A-501

CLG

MEP ENGINEER

EXG-EX

SD 14

R-2

TYP.

R-2 DC 25

F-2A

TYP. R-2

F-2B

F-2A

F-2B

CLG

EM-1

TR-2

CLG

P-1

TC1 CLG

TYP.

EX'G MTL PANEL

EX-1

F-2B F-2A F-2A

F-2B

F-2A F-2A

P-1

F-2B F-2A

F-2A

R-2

TYP.

P-1 F-2B

F-2A F-2A

F-2B F-2A

P-1

PT-01C

F-2B F-2A F-2A F-2B HS P-1

F-2A F-2B F-2A

F-2A

F-2B F-2A

CH-1

17 F-2A

F-2B

TYP. ST CLG

TYP.

27 R-2

R-2 R-2

CLG

F-1 F-1

CLG

4 A-501

R-2

EM-1

R-2

TYP. R-2

TYP.

T-01

F-1 F-1 TR-1

SM-1 23

CLG

25 FL-1

R-2

TR-2

GYP. CEILING

STRUCTURAL ENGINEER

11' - 0" AFF

20' - 10"

P-3 6

DC EXG-EM

1 ABV.

LICENSE # C-4550

ENTRY

EM-1

796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730

8' - 2" V.I.F

13 TR-2

FL-1

CASE ENGINEERING, INC.

ENTRY VEST. SOFFIT

EX'G

TYP.

F-2A

P-1

CLG

F-2A 32

TC2

TYP.

P-3

J D

P-2

TYP.

A-502

15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671

3 A-502

TYP. 24

OWNER'S REPRESENTATIVE

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

F-1

OSBORN

A-502

F-1 CLG

D D D

F-1

CLG CLG CLG

LIGHT COVE 11' - 5" AFF GYP. CEILING PT-01C

BOH

ADA FITTING ROOM

19' - 9" V.I.F

LOUNGE SHOP

WALL WASHER COVE

SALES CEILING

7' - 0" AFF

11' - 8" AFF

11' - 0" AFF

A-501

9' - 0" AFF

GYP. BOARD

11' - 0" AFF

GYP. CEILING

B.O. EX'G SLAB

GYP. CEILING

PT-01A

GYP. CEILING

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

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

2 EXG

ST CLG

FIRE ALARM STROBE CEILING MOUNTED; REF. MEP FOR REQ'D CANDELA RATINGS

REF. MEP AND APPROVED FIRE ALARM DWGS

WHITE

SMOKE DETECTOR

REF. MEP DWGS

WHITE

SECURITY CAMERA, SURFACE MOUNTED

COORD. W/ SECURITY VENDOR

MATCH ADJ.

OCCUPANCY SENSOR, WIRELESS CEILING MOUNTED

REF. MEP DWGS

WHITE

MOTION DETECTOR WIRELESS

COORD. W/ SECURITY VENDOR

WHITE

GLASS BREAK WIRELESS

COORD. W/ SECURITY VENDOR

WHITE

DOOR CONTACT WIRELESS

COORD. W/ SECURITY VENDOR

MATCH 2 @ 2 ADJ. ENTRY 1 @ BOH

FLUSH CEILING SPEAKER

COORD. W/ A/V VENDOR

WHITE

20A GROUNDED DUPLEX CEILING OUTLET

REF. MEP DWGS

WHITE

J CLG

CEILING MOUNTED J-BOX

REF. MEP DWGS

MATCH ADJ.

D CLG

ABOVE CEILING DRIVER FOR STOREFRONT SIGNAGE/ LED TAPE LIGHT

COORD. W/ SIGNAGE VENDER

N/A

TC2

CLG

COORD. W/ RETAILNEXT

WHITE

TRAFFIC COUNTER SECONDARY UNIT

COORD. W/ RETAILNEXT

WHITE

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

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

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

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

12W

EXTERIOR LED EM LIGHT

EXG-EX

WALL MOUNTED EXIT SIGN AT BOH

EXG

WHITE

120/277 V

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

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

CONTINUOUS 1" TAPED-IN LINEAR SLOT DIFFUSER; COORD. W/ MEP DWGS, TYP.

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.

EXIT SIGNAGE: RECESSED CEILING MOUNTED; COORD. W/ ELEVATIONS.

EXIT SIGNAGE EM LIGHT COMBO EXISTING TO REMAIN: SURFACE WALL MOUNTED; COORD. W/ ELEVS.

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.

SUSPENDED TRACK LIGHTING ABOVE DECORATIVE BEAMS; FINISH BLACK; COORD. W/ MEP DWGS.

NEW SUSPENDED PENDANTS CORD HUNG, MOUNT B.O. PENDANT @ 8'-8", VERIFY IN FIELD; G.C. TO PROVIDE FROSTED 60W INCANDESCENT LAMPS; 2700K

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

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.

EXG. EXHAUST FAN AND GRILLE; COORD. W/ MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR

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

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

RETAIL TENANT

11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net

LEASE LINE TO LEASE LINE

RESTROOM

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

GC TO CONFIRM QUANTITY UPON RECEIPT OF DELIVERY

9. ALL VENDORS TO BE COORD. BY G.C.

BLACK

18W

GC TO CONFIRM QUANTITY UPON RECEIPT OF DELIVERY

10. KEEP ALL NEW COMPONENTS MOUNTED AS HIGH AS POSSIBLE IN EXPOSED CEILING

BLACK

18W

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

MTD. @ 7-10" AFF CENTERED ABOVE MIRROR

BLACK

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

17W

WHITE

36W

OLD BRONZE

LED

60W

108W (3 x 36W / 12V)

1 24' - 10" VIF

MTD. @ 6-8" AFF CENTERED ABOVE MIRROR

LEASE LINE

EXISTING AHU BY LANDLORD ABOVE; G.C. TO SERVICE AND CONFRIM FUNCTIONS PROPERLY; COORD. W/ MEP DWGS.

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.

NEW RETURN GRILLE; COORD. W/ MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR.

NEW SUPPLY GRILLE; COORD. W/MEP DWGS; G.C. TO FINISH TO MATCH ADJ. CEILING COLOR.

PROJECT NO.: 218259

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

NEW GWB CEILING @ ALL SALES / FITTING ROOM/ VESTIBULE LOCATIONS, TYP.

CHECKED BY: JSP

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

CONCEALED SPRINKLER HEAD W/ WHITE COVER; COORD. W/ MEP AND APPROVED SPRINKLER DWGS.

G.C. TO SUSPEND EXISTING FLOOR MOUNTED TRANSFORMER; COORD. W/ MEP AND STRUCT DWGS

UPRIGHT SPRINKLER HEAD; COORD. W/ MEP AND APPROVED SPRINKLER DWGS.

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.

EXISTING LANDLORD EM LIGHT TO REMAIN AT EXTERIOR SOFFIT BELOW

NEW LED TAPE LIGHT ABOVE IN COVE; CUT AND SPLICE LED STRIPS IN 3 EQUAL LENGTHS

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.

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

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.

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

EXIT SIGNAGE RECESSED WALL MOUNTED

9 9

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

B 44

GFI @ 46" AFF

11881 North 113 Way Scottsdale, AZ 85259 phone: (480) 614-3385 fax: (480) 614-0209 email: davidaudkow@cox.net

OWNER'S REPRESENTATIVE

33 CLG

ST S1

S2 CLG

CASE ENGINEERING, INC.

S 35

CLG

J CLG

CLG

LICENSE # C-4550 31 J

@ 15" AFF

@ 93" AFF @ 93" AFF @ 93" AFF

@ 15" AFF

CP AV NM CG

CLG

@ 93" AFF

796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730

CLG

DC TC1

CLG

SD 31

20' - 10"

D D OS

D D D

MEP ENGINEER

31 J

TC2

2' - 6"

CLG ABV.

39 S

J D

@ 14'-0" AFF

9' - 6"

LEASELINE TO LEASELINE

27' - 4"

CLG

J CLG

31 24

17 J ST

@ 14'-0" AFF

MD TS CLG

@ 14'-0" AFF

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

CLG

D D D

@ 24" AFF

CLG CLG CLG

CLG

30 CLG

STRUCTURAL ENGINEER

CLG

GFI

15 W 37th Street 15th Floor New York, NY 10018 P: (212) 279-2670 F: (212) 279-2671

43 2

NORTH

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

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

WHITE MATCH ADJ.

OCCUPANCY SENSOR, WIRELESS CEILING MOUNTED

REF. MEP DWGS

MOTION DETECTOR WIRELESS

COORD. W/ SECURITY VENDOR

WHITE

GLASS BREAK WIRELESS

COORD. W/ SECURITY VENDOR

WHITE

DOOR CONTACT WIRELESS

COORD. W/ SECURITY VENDOR

SECURITY ALARM KEYPAD SECURITY ALARM CONTROL PANEL

WHITE

2 EXG

CLG

J CLG

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

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

OS M

D D CLG TC1

WHITE

COORD. W/ VENDOR

WHITE

CLG

COORD. W/ A/V VENDOR

WHITE

VOLUME CONTROLS

COORD. W/ A/V VENDOR MOUNT AT 48" MAX

WHITE

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

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.

LEASE LINE

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

EXISTING ELECTRICAL PANEL TO REMAIN; G.C. TO RE-CIRCUIT AS REQUIRED; COORD. W/ MEP DWGS

MULTI-CHANNEL 24/7 PROGRAMMABLE TIME CLOCK; COORD. W/ MEP DWGS.

SWITCH BANK; FINISH FOR ALL SWITCHES TO BE WHITE; ALL SWITCHES MTD. @ 48" AFF MAX, TYP.; COORD. W/ MEP DWGS

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

MASTER OVERRIDE SWITCH; FINISH WHITE; MTD. @ 48" AFF MAX.

OCCUPANCY SENSOR COMBINATION SWITCH; FINISH WHITE; MTD. @ 48" AFF MAX.

RECESSED CEILING MOUNTED SPEAKER; G.C. TO PROVIDE CONDUIT& PULL STRING; COORD. INSTALL WITH AUDIO VENDOR (PLAYNETWORK); FINISH WHITE.

CEILING MOUNTED OCCUPANCY SENSOR; FINISH WHITE

ABOVE CEILING DRIVER FOR LED TAPE LIGHTING; COORD. W/ MEP DWGS

WALL MOUNTED G.F.I. DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 46" AFF U.N.O.

SUSPENDED J-BOX FOR TRACK LIGHTING, LED STRIP LIGHTING AND PENDANTS; COORD. W/ MEP DWGS

WALL MOUNTED DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 18" AFF U.N.O.

CEILING MOUNTED FIRE ALARM SPEAKER/ STROBE; FINISH WHITE; COORD. W/ MEP DWGS & APPROVED FIRE ALARM DWGS

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

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

7. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6".

CEILING MOUNTED DUPLEX RECEPTACLE; FINISH WHITE; MTD @ 18" MAX. FROM GLAZING TYP.

WALL MOUNTED TELE/DATA RECEPTACLE

REF. MEP DWGS

WHITE

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.

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

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

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

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.

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

RUN ALL AV/DATA AND LOW VOLTAGE VENDORS TO B.O.H.; G.C. TO PROVIDE CONDUIT AND PULL STRING FOR ALL. 37

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.

CEILING MOUNTED WIRELESS ACCESS POINT; G.C. TO PROVIDE BACK-BOX CONDUIT AND PULLING

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

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

EXISTING FIRE-ALARM PULL STATION TO REMAIN

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

G.C. TO SUSPEND EXISTING TRANSFORMER ABOVE; COORD. W/ ELECTRICAL AND STRUCTURAL DWGS

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

AUDIO / VISUAL CONTROL PANEL

FLUSH CEILING SPEAKER

FINISH

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

DESCRIPTION

POWER & SIGNAL PLAN KEY NOTES:

OCCUPANCY SENSOR/SWITCH

REF. MEP DWGS REF. MEP DWGS

WHITE

MASTER OVERRIDE SWITCH

REF. MEP DWGS

WHITE

DIMMER SWITCH

REF. MEP DWGS

WHITE

ABOVE CEILING DRIVER FOR STOREFRONT SIGNAGE/LED TAPE

COORD. W/ SIGNAGE VENDER

10. SEE ELECTRICAL DRAWINGS FOR FIRE ALARM LOCATION AND REQUIREMENTS.

N/A

TRAFFIC COUNTER PRIMARY UNIT

COORD. W/ RETAILNEXT

WHITE

TRAFFIC COUNTER SECONDARY UNIT

COORD. W/ RETAILNEXT

WHITE

PROGRAMMABLE THERMOSTAT, MOUNTED AT 48"AFF MAX; FINISH WHITE; COORD. W/ MEP DWGS.

FLUSH WHITE BUTTON TYPE TEMPERATURE SENSOR MOUNTED AT 48"AFF MAX; COORD. W/ MEP DWGS.

SHOPPER TRACK TRAFFIC COUNTER; G.C. TO PROVIDE CONDUIT & PULL STRING; COORD. INSTALL W/ VENDOR (RETAIL NEXT); FINISH WHITE

WIRELESS MOTION DETECTOR; FINISH WHITE; COORD. INSTALL W/ SECURITY VENDOR (ADT)

WIRELESS GLASS BREAK; FINISH WHITE; COORD. INSTALL W/ SECURITY VENDOR (ADT)

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

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

RETAIL TENANT

LEASE LINE TO LEASE LINE

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

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

MULTICHANNEL TIME CLOCK 24/7 PROGRAMMABLE

REF. MEP DWGS

WHITE

POWER & SIGNAL PLAN

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

2 C-02 3

C-02

7 10

TYP.

2' - 6"

3' - 0"

CPT-02

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

6 C-02

796 Merus Court St. Louis, MO 63026 P: (636) 349-1600 F: (636) 349-1730

C-02

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

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

TYP.

14 15

OWNER'S REPRESENTATIVE

7 TYP.

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

20' - 10"

2' - 3 1/4"

LEASE LINE TO LEASE LINE

5' - 0"

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

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

TYP.

1' - 6"

8 3/8"

7 3

2 9

ADA FITTING ROOM 05 WALL PT-01A BASE B-01/PT-01B FLOOR C-02

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

LEASE LINE

G.C. TO SUPPLY AND INSTALL NEW PAINTED WOOD WALL BASE, B-01; REF. A-600 FOR DETAILS

G.C. TO SUPPLY AND INSTALL NEW RUBBER WALL BASE, B-02; REF. A-600 FOR DETAILS

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)

G.C. TO TRENCH SLAB TO RUN POWER UNDERNEATH TO FLUSH MOUNTED FLOOR BOX; REF. A-103 POWER & SIGNAL PLAN

G.C. TO PROVIDE NEW REMOVABLE WALK-OFF MAT

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

EXISTING CONCRETE FLOOR TO REMAIN; G.C. TO PREP FLOOR PER VENDOR RECCOMENDATION FOR NEW GRIND AND SEAL BY RETAIL TENANT VENDOR; FINISH: CLEAR

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.

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

NEW PLASTEX PLOYWALL WATERPROOF PANEL UP TO 48" AFF AT THE MOP-SINK SURROUND, REF. ELEVATIONS.

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.

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.

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.

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.

EXISTING LANDLORD SIDEWALK TO REMAIN

EXISTING DOOR AND FRAME; G.C. TO PAINT PT-01E U.N.O., REF. ELEVATIONS

X-01

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

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

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

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"

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"

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

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

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

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"

MEP ENGINEER

B.O. PENDANT, TYP

5' - 8"

16' - 0"

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

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

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.

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