Download - LINKS AT PERRY CABIN - MAINTENANCE BUILDING · dwg. dw. dn. dia. det. drawing electrical elevation downspout each dishwasher down diameter detail std. standard t.o.s. t.o.c. ... col.

N

SQUARE FOOTAGE-----SF

POUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOT

GYPSUM WALL BOARD

HORIZONTALHOR.

HP. HIGHPOINT

HC.

H.

GL.

GYP.

GWB.

GL.

GALV.

GA.

F.F.

FTG.

HOLLOW CORE

HEIGHT

GLAZING

GYPSUM

GLASS

GALVANIZED

GAUGE

FINISH FLOOR

FOOTING

WEIGHTWT.

W.I.C. WALK IN CLOSET

W/O.

WD.

WC.

W/.

VB.

V.C.T.

VERT.

VENT.

TYP.

WATER CLOSET

WITHOUT

WOOD

WITH

VAPOR BARRIER

VINYL CLAY TILE

VERTICAL

VENTILATION

TYPICAL

ELEVATORELVTR

FT.

FLR.

FIN.

F.D.

EXT.

E.J.

EXP.

EXIST.

EXH.

EQ.

EQUIP.

EXPANSION JOINT

FLOOR

FINISH

FLOOR DRAIN

EXTERIOR

FEET

EXPANSION

EXISTING

EXHAUST

EQUAL

EQUIPMENT

ELEC.

ELEV

EA.

D.S.

DWG.

DW.

DN.

DIA.

DET.

DRAWING

ELECTRICAL

ELEVATION

DOWNSPOUT

EACH

DISHWASHER

DOWN

DIAMETER

DETAIL

STANDARDSTD.

T.O.S.

T.O.C.

THRU.

TEMP.

TEL.

T.+ B.

T.O.R.

SUS.

STOR.

STL.

TOP OF SLAB

TEMPERATURE

TOP OF CURB

TOP AND BOTTOM

TELEPHONE

THROUGH

TOP OF RAILING

SUSPENDED

STORAGE

STEEL

RM.

SQ.

SPEC.

S.C.

SC.

REQ'D

REINF.

REF.

R. D.

R., RAD.

ROOM

SPECIFICATION

SEALED CONCRETE

SQUARE

SOLID CORE

REINFORCEMENT

REFRIGERATOR

REQUIRED

ROOF DRAIN

RADIUS

CONCRETE MASONRY

ACOUSTICAL CEILING

CERAMICCER.

C.M.U.

CT.

CONT.

CONST.

CONC.

COL.

C.O.

CLG.

CLR

CL.

CJ.

COLUMN

COUNT

CONTINUE

CONSTRUCTION

CONCRETE

CLEAN OUT

CEILING

CLEAR

CENTER LINE

CONTROL JOINT

B.O.S.

BTM.

BM.

BLCK.

BLDG.

BRD.

ACT

ARCH.

APPROX.

BUILDING

BOTTOM OF STEEL

BOTTOM

BLOCK

BEAM

BOARD

ARCHITECTURAL

APPROXIMATE

NOT IN CONTRACTN.I.C.

PNL.

P.V.C.

PSI.

PSF.

PTD.

PRELIM.

PL.

OPNG.

OC.

PANEL

POLYVINYL CHLORIDE

PAINTED

PRELIMINARY

OPENING

PLATE

ON CENTER

MECH.

NOM.

MISC.

MIN.

MTL.

MAX.

MANUF.

MACH.

LAV.

MECHANICAL

MISCELLANEOUS

NOMINAL

MINIMUM

METAL

MANUFACTURED

MACHINE

MAXIMUM

LAVATORYALUM.

ALT.

ADJ.

ACOUST.

ALUMINUM

ALTERNATE

ADJACENT

ACOUSTICAL

JT.

INSUL.

INT.

INSULATION

JOINT

INTERIOR---

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T.O.S. TOP OF SLAB----

T.O.W. TOP OF WALL----

FLHG. FLASHING-----

UNIT

TILE

PROV'D. PROVIDED-----

123 SF

ROOM NAME

303

1A501

2A501

1A501

16A703

A70316

A1

1

DOOR TYPE

PARTITION TYPE

ROOM NAME / AREA

ELEVATION MARK

COLUMN GRID LINE

CENTER LINE

REVISION ID.

A

G2

4'-6" REF.

XXXX

ELEVATION MARK (MULTIPLE)

ELEVATION MARK (SINGLE)

SECTION MARK

DETAIL CALLOUT

INDICATES BREAKLINE

INDICATES BENCHMARK STARTING POINTSYMBOL

INDICATES DIRECTION OF SPECIFIED MATERIAL

NORTH ARROW

NEW INTERIOR PARTITION

NEW DOOR

ELEVATION NUMBER

SHEET NUMBER

SHEET NUMBER

VIEW NUMBER

WINDOW TYPE

FF&E REFERENCE:ITEM TYPE (FF&E)

SHEET NUMBER

VIEW NUMBER

1

2A501

ADGplusG, LLC1315 POWHATAN STREET

TEL.: 703-288-9488WWW.DESIGNADG.COM

PROJECT NAME AND ADDRESS

OWNER

COPYRIGHT © 2018 ADG PLUS G, LLC

THIS DOCUMENT IS THE PROPERTY OF AKSEIZER DESIGN GROUP PLUS G AND NO PART HEREIN SHALL BE USED FOR ANY PURPOSE

WITHOUT THE WRITTEN CONSENT OF ADG PLUS G, LLC

REVISIONS

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I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITH ALL LAWS AND

REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVE PERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENT OF, THE

ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION.

LICENSE NUMBER:EXPIRATION DATE:

1745908.2020

ISSUE

LINKS AT PERRY CABIN -MAINTENANCE BUILDING

9341 DEEPWATER POINT ROADST. MICHAELS, MD 21663

RDC HARBOURTOWNE,LLC

PRELIMINARY DESIGN

COVERSHEET

10/18/18

G-001

01.07.2019

LINKS AT PERRY CABIN - MAINTENANCE BUILDING

PROJECT TEAM

9341 DEEPWATER POINT ROAD ST. MICHAELS, MD 21663

NEW CONSTRUCTION

OWNER/CLIENT

ARCHITECT

CIVIL

STRUCTURAL ENGINEER

MEP ENGINEER

RCP HARBOURTOWNE, LLC9784 MARTINGHAM CIRCLESAINT MICHAELS, MD 21663

ADGplusG, LLC

1315 POWHATAN STREETALEXANDRIA VA 22314

[email protected]

[email protected]

LANE ENGINEERING

-

--

TBS

TBS

SYMBOLS LEGEND

GENERAL CONTRACTOR

TBS

SHEET LIST

SHEETNO. SHEET NAME

0 GENERALG-001 COVERSHEETG-002 SITE MAPG-003 SITE LAYOUT

2 ARCHITECTURALA-101 FIRST FLOOR PLANA-102 SECOND FLOOR PLANA-103 ROOF PLANA-201 BUILDING ELEVATIONSA-301 BUILDING SECTIONSA-601 WINDOW AND DOOR SHCEDULEA-901 EXTERIOR 3D VIEWS

LANDSCAPE ARCHITECT

OEHME, VAN SWEDEN & ASSOC. INC.

800 G STREET, S.E. WASHINTON, D.C. 20003

[email protected]

ABBREVIATIONSKEY PLANVICINITY MAPN

MAINTENANCE BUILDING

CODE ANALYSISLOCATION

USE GROUP

CONSTRUCTION TYPE

TOTAL # OF FLOORS

SPRINKLER SYSTEM

CODES USED

9341 DEEPWATER POINT ROAD ST. MICHAELS, MD 21663

S-1, F-1, & B

TYPE VB

2

FULLY SPRINKLERED

2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE

2012 INTERNATIONAL GREEN CONSTRUCTION CODE2012 MARYLAND ACCESSIBILITY CODE

2015 NFPA 101 LIFE SAFETY CODE

ZONING ANALYSISJURISDICTION

LOCATION

LOT AREA

ALLOWABLE HEIGHT

PROPOSED HEIGHT

TALBOT COUNTY

MAP 0023 PARCEL 0085

6.41 ACRES

25' - 0"

25' - 0"

EMPLOYEE PARKING(44 SPACES)

MULCH, SAND, GRAVEL, & TOPSOIL

(4) 20' X 50'EQUIP. WASH

40' X 40' CHEMICALSTORAGE15' X 55'

RESERVED FOR SINGLE FAMILY

DWELLING (2 ACRE LOT)

67,360 SF LOT COVERAGE

SOD & NURSERY AREA

LOT ACCESS AT NEW CURB CUT

STORM WATER MANAGEMENT AREA

STORM WATER RUNOFF

BOUNDARY OF EXISTING RETENTION

POND

50' - 0" SETBACK LINE

LANDSCAPE BUFFER

LANDSCAPE BUFFER




OWNER




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PRELIMINARY DESIGN

SITE MAP

12/18/18

G-002

01.07.2019

GOLF MAINTENANCE BUILDING

HOLE #9

HOLE #9

HOLE #8

HOLE #6

HOLE

#4

N

RESERVED FOR SINGLE FAMILY

DWELLING

N

SETBACK

50' - 0"

ENTRANCE

EN

TRA

NC

E

GRAVEL AND STABILIZED AREA

21' -

0"

21' -

0"

21' -

0"

21' -

0"

50' - 8"

55' - 0"

30' - 0"

1

2

3

4

5

DEE

PWAT

ER P

OIN

T R

OAD

40' - 0"

40' - 0"




OWNER




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PRELIMINARY DESIGN

SITE LAYOUT

01/04/19

G-003

01.07.2019

SCALE: 3/64" = 1'-0"1 SITE LAYOUT

1. 4 FT HEIGHT CMU WALLS SURROUNDING SLAB ON GRADE2. EQUIPMENT WASH - EQUIPMENT BY GOLF MAINTENANCE

• ESD MODEL GSMS 700-2• EDS GRASS CLIPPING HEAD WITH CLIPPING

TRAILER• ESD SHALLOW SUMP• ESD ROUND SUMP

3. 8 X 16 CHEMICAL AND FUEL STORAGE - CHEMICAL STORAGE BUILDING BY ESD WASTE2WATER

4. HYDRAULIC ELEVATOR WITH 10' MAXIMUM OVERRUN5. LAUNDRY EQUIPMENT AND PLUMBING AS SPECIFIED BY

OTHERS.

* ENTIRE BUILDING IS TO BE SPRINKLER

EQUIPMENT SCHEDULE

1A-301

2A-301

1824 SF

MECHANICSHOP

307 SF

MECHANICOFFICE

4384 SF

EQUIPMENTSTORAGE

175 SFRESTROOM 2

127 SFRESTROOM 1

153 SF

EMPLOYEELOUNGE

ELEV.

3315 SF

RESORTENGINEERING

3306 SF

RESORTLAUNDRY

RESORT LAUNDRY RECEIVING

2753 SFMAINTENANCE

3A-301

EQUIPMENT AND LAYOUT BY OTHERS

EQUIPMENT AND LAYOUT BY OTHERS




OWNER




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PRELIMINARY DESIGN

FIRST FLOOR PLAN

01/07/19

A-101

01.07.2019

SCALE: 1/8" = 1'-0"1 FIRST FLOOR PLAN

N

1A-301

2A-301

96 SFRESTROOM 3

111 SFRESTROOM 5

14297 SFOFFICE SPACE

OPEN TO MECHANIC

SHOP BELOW

ELEV.

238 SFLOCKER ROOM

75 SFLOCKER ROOM

3A-301

73 SFRESTROOM 4




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PRELIMINARY DESIGN

SECOND FLOOR PLAN

11/30/18

A-102

01.07.2019

N

SCALE: 1/8" = 1'-0"2 SECOND FLOOR PLAN

1A-301

2A-301

3A-301

1 3/

4" /

1'-0

"1

3/4"

/ 1'

-0"

1 3/4" / 1'-0" 1 3/4" / 1'-0"




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PRELIMINARY DESIGN

ROOF PLAN

01/07/19

A-103

01.07.2019

SCALE: 1/8" = 1'-0"1 ROOF PLAN

N

Level 1

Level 2

2A-301

3A-301

DORMER FOR ELEVATOR OVERRUN

11' -

2"

8' -

0"

BUIL

DIN

G H

EIG

HT

25' -

0"

22

4

3

5

5

1

5

7887777

6

6666

8 8

6

1

6666666

Level 1

Level 2

8' -

0"11

' - 2

"

BUIL

DIN

G H

EIG

HT

25' -

0"

2A-301

3A-301

2 2

6

5

6 6 6 6 6666

5

1

1A-301

2

2

4

3

6 6

5 5

1

5

77 8 8

66

6 6 6 6

1A-301

2

2

4

3

6 6

66

6

6

7

55

1

5

MATERIAL SCHEDULE1. NEW WOODEN SHAKES TO BE FACTORY

FINISHED.2. NEW WOOD FRAMED STANDING SEAM

ROOF.3. NEW STEEL FRAMED STANDING SEAM

ROOF.4. NEW COMPOSITE BRACKET TO BE

FACTORY FINISHED.5. NEW COMPOSITE 6" TRIM, BASED ON

HARDIE TRIM BOARD.6. NEW WINDOW AND 4" COMPOSITE TRIM

SURROUND, REFER TO WINDOW SCHEDULE FOR SIZING.

7. NEW DOOR AND 4" COMPOSITE TRIM SURROUND, REFER TO DOOR SCHEDULE FOR SIZING.

8. NEW ROLL-UP DOOR AND 4" COMPOSITE TRIM SURROUND, REFER TO DOOR SCHEDULE FOR SIZING.




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PRELIMINARY DESIGN

BUILDING ELEVATIONS

12/18/18

A-201

01.07.2019

SCALE: 1/8" = 1'-0"1 NORTH ELEVATION

SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"3 EAST ELEVATIONSCALE: 1/8" = 1'-0"4 WEST ELEVATION

Level 1

Level 2

2A-301



2753 SFMAINTENANCE

4384 SF

EQUIPMENTSTORAGE

3306 SF

RESORTLAUNDRY

3315 SF

RESORTENGINEERING

1824 SF

MECHANICSHOP

3A-301

11' -

2"

8' -

0"

1A-301


3306 SF

RESORTLAUNDRY

1A-301


4384 SF

EQUIPMENTSTORAGE 127 SF

RESTROOM 1




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PRELIMINARY DESIGN

BUILDING SECTIONS

12/18/18

A-301

01.07.2019

SCALE: 1/8" = 1'-0"1 EAST/WEST BUILDING SECTION

SCALE: 1/8" = 1'-0"2 NORTH/SOUTH BUILDING SECTION THROUGH OVERRUNSCALE: 1/8" = 1'-0"3 NORTH/SOUTH BUILDING SECTION




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PRELIMINARY DESIGN

WINDOW AND DOORSHCEDULE

01/04/19

A-601

01.07.2019

DOOR SCHEDULE

DOOR # TYPE COUNT* WIDTH HEIGHTFIRE

RATING R-VALUE THICKNESSFRAME

MATERIAL FINISH COMMENTS

EX01 EXTERIOR GLASS PANELDOOR

1 3' - 6" 8' - 0" 90 min 0' - 1 3/4"

EX02 EXTERIOR SOLID DOOR 5 3' - 0" 8' - 0" 90 min 2.5873 (h·ft²·°F)/BTU 0' - 2"EX03 EXTERIOR STAIR DOOR 3 3' - 0" 8' - 0" 90 min 2.5873 (h·ft²·°F)/BTU 0' - 2"EX04 EXTERIOR FRENCH DOOR 1 6' - 0" 7' - 0" 90 min 0' - 1 3/8"EX05 SIDELIGHTS 2 1' - 0" 8' - 0" 90 min 0' - 1 3/8"GD01 ROLL-UP DOOR 8 10' - 0" 9' - 0" 90 min 0' - 1 1/2"GD02 ROLL-UP DOOR 2 10' - 0" 10' - 0" 90 min 0' - 1 1/2"LD01 LOCKER ROOM DOOR 3 3' - 0" 7' - 0" 2.5873 (h·ft²·°F)/BTU 0' - 2"RD01 RESTROOM DOOR 5 3' - 0" 7' - 0" 2.5873 (h·ft²·°F)/BTU 0' - 2"SD01 INTERIOR STAIR DOOR 4 3' - 0" 7' - 0" 2.5873 (h·ft²·°F)/BTU 0' - 2"

Window Schedule

WINDOW # TYPE COUNT* WIDTH HEIGHTFIRE

RATING U-VALUE COMMENTS

W1 SIDELIGHT 2 2' - 0" 7' - 0" 0.6496 BTU/(h·ft²·°F)W2 DOUBLE HUNG 8 3' - 0" 6' - 0" 0.6496 BTU/(h·ft²·°F)W3 DOUBLE HUNG 66 3' - 6" 4' - 0" 0.6496 BTU/(h·ft²·°F)W4 DOUBLE HUNG 17 3' - 6" 6' - 0" 0.6496 BTU/(h·ft²·°F)W5 ROUND GABLE 1 2' - 0" 0.6496 BTU/(h·ft²·°F)N/A

* COUNT IS INCLUDED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL TOTAL COUNTS




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PRELIMINARY DESIGN

EXTERIOR 3D VIEWS

12/19/18

A-901

01.07.2019

1 AERIAL VIEW FACING NORTH 2 AERIAL VIEW FACING SOUTH

4 VIEW FROM 24446 MALLARD PL3 VIEW FROM 24561 DEEPWATER POINT RD

LANDSCAPE BUFFER24446 MALLARD PL

24561 DEEPWATER POINT ROAD

24446 MALLARD PLACE

VIEW

3

VIEW 4

5 VIEW FROM ROAD FACING NORTH 6 VIEW FROM ROAD FACING SOUTH

VIEW 5

VIEW 6

24561 DEEPWATER POINT RD

LANDSCAPE BUFFER