Issued for Bid

ISSUED FOR BIDJanuary 13th, 2010

Architect

1010 wisconsin avenue, nw suite 405 washington, dc 20007 T 202.466.6116 F 202.466.6235

3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414 Structural Engineer ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036 T 202.452.1103 F 202.452.1133 MEP Engineer

7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110 Civil Engineer

12750 Twinbrook Parkway Rockville, MD 20852 T 301.881.2545 F 301.881.0814 Landscape Architect

Mt. Pleasant Library3160 16th Street, NW Washington, DC

2410 17th Street, NW, Suite 201 Washington, DC 20009 T 202.588.5454 F 202.588.5449 Lighting Designer

mcla1623 Wisconsin Avenue, 3rd Floor Washington, DC 20007 T 202.298.8062 F 202.298.8079 Specifications GENIS DESIGN, P.C. 2320 20th Street NW Washington, DC 20009-1412 T 202.674.5265 F 202.234.5260

901 G Street, NW Washington, DC 20036

SYMBOL LEGENDRoom 0001Room Name Room Number Detail Number 2 A0.3 Detail-Section Sheet Number Detail Number 2 A2.0 Detail-Plan Sheet Number

ABBREVIATIONS1X 2X @ ABV AC ACOUS ACT ADJ AFF ALT ALUM ANCH ANOD APPROX ASSY AVG BD BTWN BLDG BLKG BLT BM BOT BRG BRK BSMT BYD CAB CEM CER CJ CLO CLAD'G CLG CLR CMU COL CONC CONST CONT CONT'R CPR CPT CORR CS CSK CT CTR CTRD CW DBL DEMO DET DF DG DIA DIM DN DS DW DWG E EA EJ ELEC ELEV EMER EP EQ EQUIP ETR EWC EXIST EXH EXP EXT FA FBO FD FDTN FE FF FGLAS FIN FIX FLASH FLR FLUOR FOM FOS FRT FRMG FT FTG FURN FURR GA GALV GB GC GFI GL GWB GYP HB HC HD HDBD HDR HDWR HDWD HORIZ HT HTR HVAC HW IG IN INCL INSUL INT One-inch nominal thickness Two-inch nominal thickness At Above Air Conditioning Acoustical Acoustical Ceiling Tile Adjacent, Adjustable Above Finish Floor Alternate Aluminum Anchor Anodized Approximate Assembly Average Board (or Bead, if applicable) Between Building Blocking Bolt Beam Bottom Bearing Brick Basement Beyond Cabinet Cement Ceramic Control Joint Closet Cladding Ceiling Clear Concrete Masonry Unit Column Concrete Construction Continuous Contractor Copper Carpet Corridor Cast Stone Countersink Ceramic Tile Center Centered Cold Water Double Demolish, Demolition Detail Drinking Fountain Double Glazed Diameter Dimension Down Downspout Dishwaher Drawing East Each Expansion Joint Electric(al) Elevation Emergency Energy Panel Equal Equipment Existing to Remain Electric Water Cooler Existing Exhaust Expansion, Exposed Exterior Fire Alarm Furnished by Owner Floor Drain Foundation Fire Extinguisher Cabinet Finish Floor Fiberglass Finish Fixture Flashing Floor Fluorescent Face of Masonry Face of Structure(or Face of Stud, where applicable) Fire Retardant Treated Framing Feet Footing Furniture Furring Gauge Galvanized Grab Bar General Contractor Ground Fault Interrupter Glass Gypsum Wall Board Gypsum Hose Bib Hollow Core Head Hardboard Header Hardware Hardwood Horizontal Height Heater Heating/Ventilation/Air-Conditioning Hot Water Isolated Ground Inch Include(d) Insulation Interior JAN JST JT KIT LAV LEV LH LT LTG MAS MATL MAX MDO MECH MEMB MEZZ MFR MIN MISC MLDG MO MTL MTD MTG MW N NIC NO # NTS OA OD OC OFF OPNG OPP P PART PERIM PG PL PLAM PLAS PLEX PLMB PLYWD PMVT POLY PR PSF PSI PT PTD PVC QT QTY R RO R= RAD RDG RECPT REF REG REINF REPL REQ;REQ'D RESIL REV RL RM S S4S SC SCHED SDG SECT SG SHT SHTG SIM SM SPEC SQ S. STL ST STD STL STOR STRUC SUBFL SURF SUSP T T&G TBS TC TEL TEMP THK TLT TO_ TRTD TYP UL UNO UON UTIL V VB VCT VENT VIF VL W WC WD WDW WF WH WP WS W/ W/O WT WWM Janitor Joist Joint Kitchen Lavatory Level Left Hand Light Lighting Masonry Material Maximum Medium Density Overlay Mechanical Membrane Mezzanine Manufacturer('s) Minimum Miscellaneous Molding Masonry Opening Metal Mounted Mounting Microwave Oven North Not in Contract Number Number Not to Scale Overall Outside Diameter On Center Office Opening Opposite Pole Partition Perimeter Paint Grade Plate Plastic Laminate Plaster Plexiglass Plumbing Plywood Pavement Polyethylene Pair Pound Per Square Foot Pound Per Square Inch Pressure Treated Painted Polyvinyl Chloride Quarry Tile Quantity Riser(s);Radius Rough Opening Radius Radius Removable Double Glazing Receptacle Refigerator Register Reinforcing Replace(ment) Required Resilient Revision Ridge Line Room Shelf;Shelves Surface Four Sides Solid Core Schedule(d) Siding Section Single Glazed Sheet Sheathing Similar Smooth Lumber Molding Desig. Specification Square Stainless Steel Street Standard Steel Storage Structure Subfloor Surface Suspend Tread(s) Tongue and Groove To Be Specified Terra Cotta Telephone Temperature Thick Toilet Top of (----) Treated Typical Underwriters Laboratories, Inc. Unless Noted Otherwise Unless Otherwise Noted Utility Volt Vapor Barrier Vinyl Composition Tile Ventilate(-or) Verify in Field Valley Line West Water Closet Wood Window Wide Flange Water Heater Waterproofing Weather Stripping With Without Weight Welded Wire Mesh

Mt. Pleasant Library3160 16th Street, NW Washington, DC 20010

2 A2.0

Section Number Building Section Sheet Number Elevation Number Exterior Building Elevation Sheet Number

901 G Street, NW Washington, DC 20001Architect

2 A2.0

1 4 3 2 A2.1

Elevation Number Interior Elevation-Plan Sheet Number


1 1

Window Designation Equipment Designation

3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414Structural Engineer

1

Sheet or Work Note

C L

Centerline

ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036 T 202.452.1103 F 202.452.1133MEP Engineer

Alignment with Established Element

Printed Date: 1/13/10 at 11:07 AM

+ 32.16'

Elevation above grade Building Section or Building Elevation

8'-6"

Elevation above finished floor Plans

7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110Civil Engineer

Revision Cloud and Marker 1 1 Partition type

AMT 12750 Twinbrook Parkway Rockville, MD 20852 T 301.881.2545 F 301.881.0814Landscape Architect

Layout: A0.01 ABBREVIATIONS

A 1

Door type0000

Hardware setDoor number

2410 17th Street, NW, Suite 201 Washington, DC 20009

T 202.588.5454 F 202.588.5449

C-5counter

Finish type

File Name: "Projects:08002 Mt Pleasant:08002 Mt Pleasant dwgs:1 Working Files (.pln):Mt. Pleasant Main 09_1208.pln:Mt. Pleasant Main 09_1208.pln"

REV DT05-29-09

ISSUEDSCHEMATIC DESIGN DESIGN DEVELOPMENTISSUED FOR PERMIT

FC B

WC

07-17-0912-04-09

Wall finish Base finish Base finish Finish type - Room

VCT

CP

Finish transition

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF DISTRICT OF COLUMBIA

Project No.

08002.10

ABBREVIATIONS

A0.01Printed: 1/13/10 core group, pc 2009

3/4"

Mt. Pleasant Library3160 16th Street, NW Washington, DC 20010UNDERSIDE OF STRUCTURE SEALANT, TYP.

Edge Of Stair Opening

3/4"

Cont. J shaped mtl. stud trackUnderside of structure

UNDERSIDE OF STRUCT. SEALANT MTL TRACK, ANCHORED TO STRUCTURE

Cont. sealant

HEAD

5/8" GWB EA. SIDE

HEAD

HEAD

1 LAYER 5/8" GWB


Ceiling

GWB as scheduled

SCHEDULED MTL STUDS

HAT CHANNEL W/ WD SHIMS

PLAN

PLAN

1" gypsum shaft liner board.

SOUND ATTENUATION BLANKET WHERE SCHEDULED

PLAN

Side A

Side B (stair side)


CH mtl. studs 24" oc

CONTINUOUS MTL TRACK ANCHORED TO STRUCTURESound attenuation blanket Sched base

BASE

BASE

FACE OF PARTITION OR STRUCTURE


BASE

BASE, SEE FINISH SCHEDULE SEALANT, TYP.1/2"

SCHEDULED BASE

Cont. sealant

Cont. J shaped mtl. stud track



Top of structure

1/2"

SEALANT, TYP.

1Type11A11B

Type 1 - Gwb. ShaftwallSCALE: 3'' = 1' - 0''Stud Size 4" CH 4" CH Part. Width Fire Rating1 HR 1 HR

NO.STC Rating 53 53 Sound Atten. 3" 3" Side A Gwb.5/8" Type C 5/8" Type C

STUD SIZE 3 5/8" 3 5/8" 6"

GAUGE 25 25 25 25 25

LIMITING HEIGHTS 15'-4"

PARTITION SPACING WIDTH 16" 16"24"

SOUND FIRE BATT RATING 3" 3" 3" 3" 3" non rated 1 hr rated non rated non rated non rated

STC RATING

REMARKS

NO.

STUD SIZE 7/8" 2 1/2" 3 1/2"

LIMITING GAUGE SPACING HEIGHTS

PARTITION WIDTH 1 1/2" 3 1/8" 4 3/4"

SOUND FIRE BATT RATING

STC RATING

7061 Deepage Drive Columbia, MD 21045

REMARKS

6 1/4"

Side B Design Basis /Notes Gwb. 1" Gwb. Liner UL U415, System A + 5/8" Type C1" Gwb. Liner UL U415, System A

02A 12A 02B

4 7/8" 4 7/8" 7 1/4" 4 1/4" 6 5/8"SEE PLAN

T 410.381.7100 F 410.381.7110Civil Engineer

03A UL - U404 03B 13C 1 side Gyp Board 1 side Gyp Board

15'-4"16'-9" 15'-4"" 16'-9"

5 5/8"

AMT 12750 Twinbrook Parkway Rockville, MD 20852

Layout: A0.02 PARTITION TYPES

1 hr rated

02C 3 5/8" 02D 6"

16"24"

UL - U419 2 sheets 5/8" GWB on interior side

T 301.881.2545 F 301.881.0814Landscape Architect


T 202.588.5454 F 202.588.54493/4"

UNDERSIDE OF STRUCT. SEALANT MTL TRACK, ANCHORED TO STRUCTURE

3/4"

UNDERSIDE OF STRUCT. SEALANTREV DT05-29-09



HEAD

HEAD

MTL TRACK, ANCHORED TO STRUCTURE

07-17-09

5/8" GWB EA. SIDE

5/8" GWB

12-04-09

EXISTING PARTITION OR STRUCTURE SCHEDULED MTL STUDS SCHEDULED MTL STUDS

PLAN


PLAN


CONTINUOUS MTL TRACK ANCHORED TO STRUCTURE

CONTINUOUS MTL TRACK ANCHORED TO STRUCTURE

BASE


BASE


GENERAL NOTES1. 2. 3. 4. 5. !ALL STUDS SHALL BE 25 GAGE, 24" O.C. UNLESS NOTED OTHERWISE. !GYPSUM WALL BOARD SHALL BE TYPE "X" FIRE RATED AT FIRE RATED PARTITIONS !MOISTURE RESISTANT GYPSUM WALL BOARD SHALL BE USED AT ALL PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE. !REFER TO FINISH SCHEDULE FOR WALL, FLOOR, BASE AND CEILING FINISHES !FIRE RATED PARTITIONS SHALL CONFORM TO THE REQUIREMENTS OF THE REFERENCED TESTING AGENCY DESIGN NUMBER. ASSEMBLIES !CONFORMING TO EQUIVALENT REQUIREMENTS BY OTHER TESTING AGENCIES ARE ACCEPTABLE IF APPROVED BY THE LOCAL CODE COMPLIANCE !DEPARTMENT. !LIMITING HEIGHTS FOR GYPSUM WALL BOARD PARTITIONS ARE BASED ON A LATERAL LOAD OF 5 PSF AND A DEFLECTION CRITERIA OF L/240 FOR !PRODUCTS OF THE NATIONAL GYPSUM COMPANY. CONTRACTOR SHALL VERIFY THAT APPROVED PRODUCTS FROM OTHER MANUFACTURERS !MEET L/240 DEFLECTION CRITERIA. IF REQUIRED TO MEET CRITERIA, STUD GAGE AND/OR SPACING SHALL BE DECREASED, O RBRACING SHALL !BE ADDED ABOVE THE CEILING. !AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE FINISH, CONTRACTOR SHALL PROVIDE ASSEMBLIES MEETING L/360 DEFLECTION CRITERIA. !PARTITION TYPES ARE CONTINUOUS AROUND CORNERS AND ACROSS DOOR AND WINDOW OPENINGS, UNLESS NOTED OTHERWISE. !EXTERIOR WALLS ARE NOT SCHEDULED AS PARTITIONS, REFER TO WALL SECTIONS.I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF DISTRICT OF COLUMBIA

Project No.

08002.10

6.

NO.

STUD SIZE 3 5/8"3 5/8"

GAUGE 25 25 25


PARTITION SPACING WIDTH 16" 16" 16" 13 1/2" 11 1/2" 15"

SOUND FIRE BATT RATING non rated non rated non rated

STC RATING

REMARKS

NO.

STUD SIZE 3 5/8" 3 5/8"

GAUGE 25 25


PARTITION SPACING WIDTH 16" 16"

SOUND FIRE BATT RATING non rated non rated

STC RATING

REMARKS use 3/4" plywood instead of 5/8" GWB

7. 8. 9.

04A

05A 05B

SEE PLANS SEE PLANS

PARTITION TYPES

04B

15'-4"15'-4"

15'-4"

10. !LIMITING HEIGHTS FOR METAL STUDS ONLY.

04C 3 5/8"


DOOR AND FRAME SCHEDULE FRAME Door #001 002 003 004A 004B 005A 005B 006A 006B 008A 008B 010 011 014 015 018 019 020 021 022 023 024 101 103 107 108A 108B 110A 110B 112 117 202 204 205 206 207A 207B 208 210 211 213 215 217 218 220 D25Scheduled door

Room NameYoung Adult Mech. Stair Stair Stair Hallway Hallway Trash Trash Elec. Elec. Men's Women's Storage Adult Non-Fiction Study Pump Room Comp./Conf. Study Study Study Study Exit Vestibule Stair Storage Vestibule Vestibule Meeting Room Entry Hall IT Closet Entry Vestibule Stair Branch Manager Roof Access Elevator Control Workroom Workroom Staff Bathroom Staff Lounge Friends of the Libr Elec. Bathroom Children's Program Reading Storage ---

W3'-0" 6'-0" 3'-0" 3'-2" 3'-2" 3'-0" 6'-0" 6'-0" 6'-0" 4'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 5'-0" 3'-2" 3'-2" 3'-2" 3'-2" 3'-2" 3'-0" 3'-0" 5'-4" 6'-4" 6'-4" 3'-0" 7'-9" 3'-0" 3'-0" 3'-0" 3'-0" 2'-6" 3'-0" 3'-0" 3'-0" 2'-8" 3'-0" 3'-0" 2'-6" 2'-8" 6'-0" 3'-0" 3'-0" 4'-6"

H7'-9 1/2" 7'-0" 7'-0" 7'-4" 7'-4" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 8'-0" 7'-0" 7'-4" 6'-8" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-6" 7'-0" 7'-0" 9'-0" 9'-0" 7'-0" 10'-6" 7'-0" 7'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-3"

THK MATL1 1/4" 1 1/4" 1 1/4" HM HM HM Glass Glass HM HM HM HM HM HM HM HM HM HM Glass HM Glass Glass Glass Glass Glass Wood HM HM Glass Glass HM Glass HM Wood Wood HM HM HM HM HM HM HM HM HM Wood Glass HM Wood ---

FINPtd Ptd Ptd

TYPE MATLA C A E E A C C C A A A A A A F C F F F F F B A C D D B D A B B A A A A A A A A A B F A B --HM HM HM

FINPtd Ptd Ptd

DETAIL H-7 3 4/A0.04 4/A0.04 7 7 7 7 7 7 7 7 3 3 4/A0.04 4/A0.04 4/A0.04 4/A0.04 4/A0.04 4/A0.04 -1 3 4/A0.04 4/A0.04 1 4/A0.04 7 -1 7 7 7 7 7 7 7 7 7 7 4/A0.04 3 7 ---8 4

FIRE RATI HDW SET S-1 Hr 4/A0.04 4/A0.04 5 9 4 8 8 3 9 9 9 2 2 7 7 3 3 8 8 8 8 8 8 -4 3 10 10 2 10 2 -4 1 4 4 4 4 7 4 4 2 7 10 5 7 ---

NOTESExisting Door to Remain/Verify Panic HDW

Wood Frame Metal Anchor in Masonry Joint CMU


J

Part of Storefront System Part of Storefront System as Specified. Hold Open Hardware

CMU

1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"

Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd

HM HM HM HM HM HM HM HM HM HM

Ptd. Ptd Ptd Ptd Ptd. Ptd. Ptd. Ptd. Ptd Ptd

8 8 8 8 8 8 8 8 4 4 4/A0.04 4/A0.04 4/A0.04 4/A0.04 4/A0.04 4/A0.04 -1 Hr 1 Hr 4/A0.04 4/A0.04 2 4/A0.04 8 -2 8 8 8 8 8 8 8 8 8 8 4 8 ---1 Hr 1 Hr

Metal Anchor in Masonry Joint Wood Frame

901 G Street, NW Washington, DC 20001Scheduled DoorArchitect

Existing Door to Remain, Provide Panic HardwareWood Frame Beyond

1 1/4" 1 1/4" 1 1/4"

Stained Ptd Ptd

Wood HM HM

Stained Ptd Ptd

-2 4

Pivot Door Provide sound dampers at door jamb and head. Pivot Door Pivot Door Pivot Door Pivot Door Pivot Door Remain as existing To be faced with WP-01, See X.XX Pivot Doors Pivot Doors Pivot Door Pivot Doors Remain as existing

1

Wd. Head DetailSCALE: 3'' = 1' - 0''

2

Wd. Jamb DetailSCALE: 3'' = 1' - 0''


1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" ---

Ptd Ptd Stained Stained Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Stained Ptd Stained ---

HM HM Wood Wood HM HM HM HM HM HM HM HM HM Wood HM Wood ---

Ptd Ptd. Stained Stained Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Ptd Stained Ptd Stained ---

Scheduled door Hollow metal frame, grout solid Sealant CMU

3 East 28th Street, 6th Floor New York, NY 10016

Strap T-Anchor in Masonry Joint T 212.696.0414Structural Engineer



CMU

Sealant Hollow metal frame, grout solid

7061 Deepage Drive Columbia, MD 21045Scheduled door

4/A0.04 1 Hr -----

Layout: A0.03 DOOR TYPES, HDW & TYP. DETAILS


---

---

HM Frame Beyond

32" 2" 2 1/4" 2" varies see schedule 2" varies see schedule varies see schedule varies see schedule equal equal varies varies see schedule varies see schedule varies varies varies see schedule varies see elevation varies varies see schedule varies see elevation varies varies see schedule

HM Head DetailSCALE: 3'' = 1' - 0''

4

HM Jamb DetailSCALE: 3'' = 1' - 0''



Scheduled Partitionvaries see schedule

T 202.588.5454 F 202.588.5449

varies see schedule

varies see schedule

varies see schedule

see schedule

varies see schedule

varies see schedule

Scheduled Partition

Wood Shims Wood FrameScheduled Door

varies


varies

REV DT07-17-0912-04-09

ISSUEDDESIGN DEVELOPMENTISSUED FOR PERMIT

Wood Frame4" 4"

1-13-10

ISSUED FOR BID

Typical frame elevation

Typical Door

Wood Door

Pair of Doors

Pair of Pivot Doors

Pivot Door

Storefront

Frameless

Wood Shims

AA

A

B

C

D

E

F

GScheduled Door Wood Frame Beyond

2

Door ElevationsScale:1/4" = 1'-0"

5HARDWARE SETS1. Workroom/Office 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Classroom function (F84) 1 Floor Stop 4 Rubber Mutes 2. Utility Room 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Storeroom function (F86) 1 Cont. Gasket 1 Gasket Threshold 1 Floor Stop 3. Storeroom 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Storeroom function (F86) 1 Floor Stop 4 Rubber Mutes4. Exit Stair 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Exit function (F86) 1 Ovhd. Closer 1 Cont. Gasket 1 Gasket Threshold 1 Floor Stop 5. Building Exit 1 1/2P Butt Hinges 1 Alarmed Exit Device 1 Ovhd. Closer 1 Cont. Gasket 1 Gasket Threshold 6. Passage 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Passage Function (F75) 1 Floor Stop 4 Rubber Mutes 7. Restroom 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Classroom function (F84) 1 Concealed Ovhd. Closer w/ Offset Side Arm 1 Floor Stop 4 Rubber Mutes 8. Study Room 1 set Concealed Ovhd. Offset Closer w/ Pivot Arm & 180 Hold Open 1 Recessed Floor Bearing Pivot 1 set Back to Back 1-1/4" Dia. 12" Straight Pull 1 Floor Stop Keylock? 9. Mechanical Room Double Doors 3P Butt Hinges 1 Lever/Knob Lockset, Storeroom function (F86) 1 Cont. Gasket 1 Gasket Threshold 2 Floor Stops 10. Meeting Room 2 Concealed Ovhd. Closers w/ Offset Pivot Arm & 180 Hold Open 2 Recessed Floor Bearing Pivot 2 sets Back to Back 1-1/4" Dia. 12" Straight Pull 2 Floor Stops 11. Fire-Rated Storage Double Doors 3P Butt Hinges 1 Lever/Knob Lockset, Storeroom function (F86) 1 Dummy Trim 1P Mortised Top & Bottom Extension Flush Bolts 1 Dust Proof Strike 2 Floor Stops 12. Rated Storeroom 1 1/2P Butt Hinges 1 Lever/Knob Lockset, Storeroom function (F86) 1 Ovhd. Closer 1 Cont. Gasketing 1 Gasket Threshold

Wd. Head DetailSCALE: 3'' = 1' - 0''

6

Wd. Jamb DetailSCALE: 3'' = 1' - 0''

13. Building Entry 2 sets Concealed Ovhd. Closer w/ Offset Pivot Arm 2 sets Offset Pivot set 2 sets 1-1/4" Dia. 48" Back to Back Straight Pulls 1 Weather Strip Threshold Lock? 14. Vestibule 2 sets Concealed Ovhd Closer w/ Offset Pivot Arm 2 sets Offset Pivot set 2 sets 1-1/4" Dia. 48" Back to Back Straight Pulls 15. Meeting Room Stair Entry 1 set Concealed Ovhd. Closer w/ Offset Pivot Arm 1 set Offset Pivot set 1 set 1-1/4" Dia. 48" Back to Back Straight Pulls 1 Weather Strip Threshold Lock?Scheduled DoorI CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF DISTRICT OF COLUMBIA

Scheduled Partition

Hollow Metal Frame

Project No.

08002.10

Scheduled Door

Hollow Metal Frame Beyond

Scheduled Partition

DOOR TYPES, HDW & TYP. DETAILS

7

HM Head DetailSCALE: 3'' = 1' - 0''

8

HM Jamb DetailSCALE: 3'' = 1' - 0''

Hollow Metal Frame


Mt. Pleasant LibraryScheduled Frame Beyond Bevel 1:2 Slope, Typ Scheduled Flooring Scheduled Door Marble Saddle in Latex Adhesive Bed Scheduled Frame Beyond Scheduled Door Scheduled Partition BeyondThreshold Set in Full Bed of Sealant

Scheduled Frame Beyond Scheduled Door Threshold Set in Full Bed of Sealant Weatherstrip

3160 16th Street, NW Washington, DC 20010

3/8"

Scheduled Flooring Weatherstrip Extend Strip Over E.J.

1/8"

3/8"

2"

VARIES

2"

2"

VARIES

2"

3/4"

2"

VARIES

2"


1

Sill DetailSCALE: 3'' = 1' - 0''

2


3



mtl. stud bracing

3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414

4 1/4"

Ceiling

Structural Engineer

4"

ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036Ovhd closer & top pivot

T 202.452.1103 F 202.452.1133MEP Engineer


Cont. alum header

Ceiling

gwb.soffitCont. sstl cover plate Offset Pivot Bracket Alum rail w/ sstl cladding


Layout: A0.04 TYP. DOOR DETAILS

AMT 12750 Twinbrook Parkway Rockville, MD 208521/2" clear tempered safety glass

T 301.881.2545 F 301.881.0814Landscape Architect

Finish floor


Recessed floor bearing. Pivot

T 202.588.5454 F 202.588.5449


REV DT


4

Glass Pivot Door Head & SillSCALE: 3'' = 1' - 0''

07-17-0912-04-09


Project No.

08002.10

TYP. DOOR DETAILS


SCHLUTER SCHEIN TRANSITION STRIP, COLOR BY ARCHITECT 5/16" CORK TILE CARPET TILE1 1/4"

CARPET TILE1 1/4"


30# FELT

EXST SLAB, VIF EXST UNDERLAYMENT

1/2" PLYWOOD

NEW FILLED SLAB

2 LAYERS 1/2" PLYWOOD

1

TRANSITION: CORK TO CARPET TILEeF

7

TRANSITION: WOOD TO CARPET TILE901 G Street, NW Washington, DC 20001Architect

SCHLUTER SCHEIN TRANSITION STRIP, COLOR BY ARCHITECTEXPANSION JOINT 1/2" QUARTZITE ON THINSET

1/2" QUARTZITE ON THINSET1"EJ+0'-0" TERRACE LEVEL

MOVABLE TRANSITION STRIP

5/16" CORK TILE

CERAMIC TILE ON THINSET

EXST SLAB, VIF EXST UNDERLAYMENT EXPANSION SEPARATION - SEE STRUCTURAL DWGS FOR DETAIL


NEW SLAB ON GRADE

NEW SLAB ON GRADE

2

TRANSITION: QUARTZITE TO CORK

8

TRANSITION: QUARTZITE TO CERAMIC TILE3 East 28th Street, 6th Floor New York, NY 10016

SCHLUTER RENO-RAMP TRANSITION STRIP 5/16" CORK TILE1/8"

SCHLUTER SCHEIN TRANSITION STRIP, COLOR BY ARCHITECT EXST SOG CARPET TILE CERAMIC TILE ON THINSET

T 212.696.0414Structural Engineer

ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036 T 202.452.1103 F 202.452.1133


EXISTING SLAB

MEP Engineer

1 LAYER 3/4" PLYWOOD

NEW FILLED SLAB7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110Civil Engineer

3

TRANSITION: CORK TO EXST SOGSCHLUTER RENO-RAMP TRANSITION STRIP

9

TRANSITION: CARPET TILE TO CERAMIC TILE

1/2" QUARTZITE ON THINSET

SCHLUTER SCHEIN TRANSITION STRIP, COLOR BY ARCHITECT1/2" QUARTZITE ON THINSET

CARPET TILE

Layout: A0.07 TRANSITION DETAILS



NEW SLAB ON GRADE

NEW FILLED SLAB

4

TRANSITION: QUARTZITE TO NEW SOG

10

TRANSITION: QUARTZITE TO CARPET TILE

T 202.588.5454 F 202.588.5449


SCHLUTER SCHEIN TRANSITION STRIP, COLOR BY ARCHITECT1/8" PENNY TILE ON THINSET

SCHLUTER SCHEIN TRANSITION STRIP, COLOR BY ARCHITECTRESILIENT FLOOR

REV DT

ISSUED

CARPET TILE1-13-10 ISSUED FOR BID

CARPET TILE


NEW FILLED SLAB

5

TRANSITION: PENNY TILE TO CARPET TILE

11

TRANSITION: RESILIENT FLOOR TO CARPET TILESCHED MT JAMB BYD 1/2" THICK SOLID BRONZE THRESHOLD PLATE - GROUTED DOWN TO SUBSTRATE - FINISH TO MATCH SCHED MT JAMB BYD

EXISTING STONE SADDLE TO REMAIN1/8" PENNY TILE ON THINSET EXISTING STONE TILE TO REMAIN

BRONZE GRILL LOUVER ON SLIP ANGLE CONNECTION - FINISH TO MATCH SCHED MT JAMB BYD

eF1/2" QUARTZITE ON THINSETalign

2"VIF 1 1/4"

CARPET TILE

+10'-0" FIRST FLOOR

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF


6

TRANSITION: PENNY TILE TO EXST STONE

MTL. POUR STOP SCHED (UP) LIGHT FIXTURE ON MTL ENCLOSURE MOUNTED TO POUR STOP OPAQUE ACRYLIC LENS (ONLY AT OPENINGS IN EXST BLDG, SEE 6/A8.31 FOR OTHER LOCATIONS)

1 1/8"

NEW FILLED SLAB

DISTRICT OF COLUMBIA


Project No.

08002.10

EXPANSION JOINT

TRANSITION DETAILS

12

TRANSITION: EXPANSION JOINT, QUARTZITE TO CARPET TILE






ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036Printed Date: 1/13/10 at 11:07 AM

T 202.452.1103 F 202.452.1133MEP Engineer


Layout: A0.10 INTERIOR FF+E SCHEDULE



T 202.588.5454 F 202.588.5449


REV DT07-17-0912-04-09


1-13-10

ISSUED FOR BID


Project No.

08002.10

INTERIOR FF+E SCHEDULE







T 202.452.1103 F 202.452.1133MEP Engineer


Layout: A0.11 FF+E MILLWORK SCHEDULE



T 202.588.5454 F 202.588.5449


REV DT

ISSUED

1-13-10

ISSUED FOR BID


Project No.

08002.10

FF+E MILLWORK SCHEDULE


Finish ScheduleCeilingCL-1 Manufacturer: Product: Color: Dimensions: Notes: Location: Representative:

Note: Submittals required for all finishes prior to procurementStoneAll grout & stone to be sealed according to Manufacturer's stds.Vermont Structural Slate Quartzite Mountain Mist 24" x 8" Exterior - 5/8", Interior 1/2" Natural Cleft

Mt. Pleasant LibrarySealed concreteManufacturer: Product: Finish: Notes: Location: Contact:Benjamin Moore Concrete Waterproofing Sealer 075 Clear Existing concrete surface to be prepared per manufacturer's instructions. Throughout back of house

Armstrong Ultima Square Lay-In (fine texture) White (WH) 2' x 2' tile use 15/16" Standard: Prelude Supension System Branch Manager, Workroom, Friends, Staff Lounge

ST-01

Manufacturer: Product: Color: Dimensions: Thickness: Edge: Finish: Grout:Notes:

SC-1

3160 16th Street, NW Washington, DC 20010

CL-2

Manufacturer: Product: Color: Dimensions: Notes: Location:

Armstrong WoodWorks Linear To match Oak control sample, Submit for approval. 5 1/4" x 96" x 3/4"

Location: Representative:ST-02

Exterior Ramp, Entry and Garden Locations, Interior Entry Hall and Terrace Lobby 1.800.343.1900 www.vermonthstructuralslate.com Charles Luck Stone Granite Kashmir White 24" x 36" 1 1/2" Flamed


Underside of bridge and stair landing

Representative:



GlassGL-06Product: Description: Outer Glass:Fritted Vision Glass 1" Insulated vision glass w/low-e coating and screened frit pattern 1/4" clear HS VE-2M w/V175 High opacity white (Screen 2002) 1/2" airspace - mill finish 1/4" clear HS

Location: Representative:ST-03

Exterior Ramp, Entry and Garden Locations, New Building Base 1.800.898.5825 www.charlesluck.com Limestone TBD by Architect See Sections 1 1/2"

Inner Glass:

Location:

Curtain Wall and SkylightClear Vision Glass 1" Insulated vision glass w/low-e coating and screened frit pattern 1/4" clear HS VE-2M 1/2" airspace - mill finish 1/4" clear HS

GL-07

Product: Description: Outer Glass:



ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036Exposed wall at removal of Sunroom.

Location: Representative:

T 202.452.1103 F 202.452.1133MEP Engineer

Printed Date: 1/26/10 at 6:56 PM

Inner Glass:

TerracottaTC-1 Manufacturer: Style: Color: Dimensions: NBK (Basis of Design) Natural NBK M 9.04 (Dark Red) See Terracotta schedule for dimensions. Code is for color only. Terracotta schedule shows piece as panel or baguette. Exterior of Addition, Interior of Entry Hall NBK Standard Colors used as basis of design Barbara J Architectural Sales, Barbara Smith: 202-558-8676

Location:

Windows in New Building

GL-08

Manufacturer: Product: Dimensions: Thickness: Notes: Location: Representative:

Layout: A0.12 FINISH SCHEDULE

AGW Old Style Window Glass Old Style Window Glass Type C Sold in 30" x 40" or 36" x 48" To match existing Glass to be used to replace damaged or missing panes from existing building. Various on Existing Building, See Elevations. www.agwglass.com 410.366.5666Signals Defenses, Inc. Window Film for Safety Glazing SD1010 Cut to size 8 mm Silicone Wet Sealant required. See manufacturer's recommendation for proper installation Arched Window at Second Floor in Existing Building Chris Biddix 410-902-0356


Location: Notes: Representative:


TC-2

GL-09

Manufacturer: Product: Dimensions: Thickness: Notes:

Manufacturer: Style: Color: Dimensions:

NBK (Basis of Design) Natural NBK M 9.05 (Lighter Red) See Terracotta schedule for dimensions. Code is for color only. Terracotta schedule shows piece as panel or baguette. Exterior of Addition, Interior of Entry Hall NBK Standard Colors used as basis of design Barbara J Architectural Sales, Barbara Smith: 202-558-8676



T 202.588.5454 F 202.588.5449

Location: Representative: GL-09 Add Alternate Manufacturer: Product: Dimensions: Thickness: Notes: Location: Representative:

TC-3



AGW Old Style Window Glass Old Style Window Glass Type C Tempered Sold in 30" x 40" or 36" x 48" To match existing Safety Glazing AlternativeArched Window at Second Floor in Existing Building www.agwglass.com 410.366.5666

NBK (Basis of Design) Natural NBK M 4.01 (Beige) See Terracotta schedule for dimensions. Code is for color only. Terracotta schedule shows piece as panel or baguette. Exterior of Addition, Interior of Entry Hall NBK Standard Colors used as basis of design Barbara J Architectural Sales, Barbara Smith: 202-558-8676

REV DT

ISSUED


1-13-10

ISSUED FOR BID

TC-4


NBK (Basis of Design) Natural NBK M 7.01 (Light Grey) See Terracotta schedule for dimensions. Code is for color only. Terracotta schedule shows piece as panel or baguette. Exterior of Addition, Interior of Entry Hall NBK Standard Colors used as basis of design Barbara J Architectural Sales, Barbara Smith: 202-558-8676

MetalMT-01 Manufacturer: Product: Finish: Gauge: Notes: Location: Representative: Alucobond (Basis of Design) Composite Panel Statuary Bronze A2005-D, Submit sample for approval. 4 mm Rout & Return Dry Application Rear Entry Canopy Interior and Exterior


TC-5


NBK (Basis of Design) Natural NBK M 7.03 (Dark Grey) See Terracotta schedule for dimensions. Code is for color only. Terracotta schedule shows piece as panel or baguette. Exterior of Addition, Interior of Entry Hall NBK Standard Colors used as basis of design Barbara J Architectural Sales, Barbara Smith: 202-558-8676I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A


TC-6


NBK (Basis of Design) Natural NBK M 1.01 (Creme) See Terracotta schedule for dimensions. Code is for color only. Terracotta schedule shows piece as panel or baguette. Exterior of Addition, Interior of Entry Hall NBK Standard Colors used as basis of design Barbara J Architectural Sales, Barbara Smith: 202-558-8676

DULY LICENSED ARCHITECT UNDER THE LAWS OF DISTRICT OF COLUMBIA


Project No.

08002.10

FINISH SCHEDULE


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

1'-1/2"

6'-6"

5'-2"

7'-9"

13'-1/2"

3'-8"

16'-3"

4 1/2"

8'-11 1/2"

3'-6"

7'-8"

3"

17

'-6

"

eE

6 A8.052'-4" 11'-9 1/2" 1'-1/2"

2 A6.05

1 A4.03

2 A6.06

5 A8.05

2 A4.03

eD9' -3 "

G

02B

53


'-8

008A 2

" 10 '-9 "

eC eB5' -1 1"EXISTING BLDG RAMP ABOVE

Architect

F.2F

1 A6.05

05A

Elec. 008

008B 2

Mech. 00737'-3"15'-0"REAR YARD SETBACK02B

05A

11B

02

05A

A

7'-0"

11B

04B

04A

04B

11 B

1'-6"

E D C.5 C B

006A 9

05A

Elev. 009

11B

11B

eA10 '-3 "

02

A

11B

Mop Sink

014

3 A6.05

1010 wisconsin avenue, nw suite 405 washington, dc 20007 T 202.466.6116 F 202.466.6235Garden and Entry

7'-1" 2'-7 1/2" 2'-10"

02A

02B

Exhaust Louver

02A

Women's 011

02A

Men's 010

1 XXA6.10

010 7

01503B

Trash 0061 A8.05SHAFT ABOVE02B

02A

03B

02B

006B 9

011 7

02A 02A03B

4 A8.0502 A

Conf. 012

Storage 014

20

'-0

"

3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414

02B

100 4 8 B

3'-7"

Hallway 00512'-0"

+0'-0"

2 A8.0502B

02 A7 .02B 02B

Structural Engineer

005A 302B

Lobby 01302 A7.004A 8

8'-5 1/2"

A.7 APrinted Date: 1/13/10 at 11:07 AM

2 A6.07

A7.02

1 A6.04 1 A6.03

3 A8.05

02B

4

Stair 004

RAMP UP

005B 9

A7

2 .0 2

C

3 A5.01

+3'-0"

ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036+3'-2"

3

UP

C

3 A8.61

A7 .0 11

2

T 202.452.1103 F 202.452.1133MEP Engineer

1 A6.06

.0 1

2 A4.0217'-6"

A7

Copy 025AREAWAY

UP

11B

11A

03B

03B

5 01 A7 .3 A8.61

Info 016

A7

003

.0 1

eF

Stair 003

D

Adult Non-Fiction 015A7 40"

SEE FIRST FLOOR FLOOR PLAN AND LANDSCAPE L1.01 FOR DETAILS OF GARDEN AND ENTRY

7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110

02B

sim

Shaft Above11B

.0 1

3

11 1/4"

03B

11B

Mech. 00240'-9" AT 1:20

002 9

1 A8.61sim

Civil Engineer

Layout: A1.01 TERRACE FLOOR

eE53'-8" 9'-3"

11A

GENERAL NOTES1


03B

02B

4'-8" CLR

See L1.01 For Landscape See Structural Drawings See MEP Drawings

A7.01

1 A5.01

1 A8.61

88'-0"

ig

eD10'-9"

Young Adult 001A7.01 11

A7.01

021 8

01 A7. 6

35

Stacks 0172 A8.61simn al

7

'-7

2 3 4

"

Study 0217'-7" CLR

al

Floor Material in Public Space is Cork UNO Back of House Floor Material is Sealed Concrete All Furniture shown on Drawings are NIC All Existing Partitions to be DEMO, See DEMO Drawings.


A7.01

8'-0"

eE.5eC

+2'-6"

02A

9

2 A8.61

C L

020 8


Study 022align

03B

018 8

02

ig

n

T 202.588.5454 F 202.588.5449

8' Study -7

A

5 6sim

02A

018

"

REV DT05-29-09

ISSUEDSCHEMATIC DESIGN DESIGN DEVELOPMENTISSUED FOR PERMITISSUED FOR BID

022 8

5'-11"

2'-3/8"

4'-0" CLR

9'-3" AT 1:20

02A

0018'-7"

align

02A

eB10'-3"

RAMP UP

10

024 8

14

2A

2A

023 8

01902A

2 A8.35

'-8

"

A7.01

Comp./ Conf. 02003B

6'-8" CLR03B

1 A8.61+2'-9"

7

07-17-0912-04-091-13-10

03B

02A

e108

Study 02403B

03B

Study 023

Pump Room 019+2'-7 1/2"

All Existing Column plaster to be patched and repaired UNO. Paint PT-02.Existing walls (Exterior / Interior)

eA

+2'-6"

1 A8.61

+3'-0"sim

7'-7" CLR

8'-1" VIF

"

E12

20'

Outline of Stair Structure Above

'-2

12

'

1 A4.01

e9

e8

PLAN NOTESe7A

eC.1+2'-6"

+2'-9"

B

1 A6.02

1 A4.02

2 A4.01

1 A6.01-1/2 37' "

C

New Window to match existing. Reuse salvaged window and sill from Terrace Floor, See Elevation A4.01 Masonry Opening to be filled to match existing elevation Parge All Exposed Masonry on Existing Building UNO


eA.5"

" 3'-8 6'-4 1'-820'-4" 14'-8" 12' 12'-2"

" 1'-8

D

GWB to be on backside of partition within Masonry Opening, see Axx.xx Approximate Domestic and Fire Water Line Entry Point. See Civil dwgs for exact locations. Core drill existing wall for penetration to specified dimensions. Flash and patch to provide a watertight penetration.

"

E

"

3'-8

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e1

e2

e3

e4

TERRACE FLOOR

1

TERRACE PLANScale:1/8" = 1'-0"0 4' 8' 16'


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

1'-1/2"

6'-6"

5'-2"

7'-9"

13'-1/2"

3'-8"

16'-3"

4 1/2"

8'-11 1/2"

3'-6"

7'-8"

3"

2

3/

4" 17 '-6

"

eE

4 A8.041'-1/2"

2 A6.05

1 A4.03

2 A6.06

2 A4.03 3 A8.04TOW +13'-3"

eDTOW +10'-0"

G

9' -3 53 '-4

"

11'-9"

3 A7.041 A6.0503B

107 3


RAMP DOWN

" 10 '-9 "

eC eB5' -1 1"EXISTING BLDG

Architect

12A

F.2F E D C.5 C B

Storage 1072 A8.0411B03B

A7.04 4

TOW +10'-0"

1'-6" 2'-4 1/2" 7'-0"

2 A7.04

Meeting Room 106

4 A8.03

Elev. 10911B

11B

eA10 '-3 "

11B

12A

+10'-0"

108A 10

+10'-0"UPDOWN

3 A6.05

+7'-9"


49'-3"

2'-7 1/2" 2'-10"

03A

Vestibule 108108B 10

1 XXA6.104"

A7.04 1

Pantry 1051 A8.03

7'-1"

CLR

6'-4" 11B02A

2'-6" CLR

IF

2 A8.0311B

110B 10

5 04 A7.4 A5.01

1 A8.04

Stair 111al ig n

RA

M

P

02A

10

'-0

Entry Hall 110A 02

"V

112 202 A

IT Closet 112

DO W N

20TOW +9'-1 3/4""

'-0

"


3'-7"

Stair 1042 A6.07 1 A6.04 1 A6.032"

110A 2

3 A8.0310-0"UP

Open above

"C

8'-5 1/2"

02

A

A.7 A eFPrinted Date: 1/13/10 at 11:07 AM

LR

+3'-0"

+4'-9" TOW +7'-11 1/2"


3 C '-8" LR

10

'-0

4

7/02 A

DOWN

4

Open above

A7

03B

2 A4.0217'-6"

Stair 103

02

UP

DOWN

11B

4 A8.62 4 A8.62simalign typ.

Stacks 115

A

R

AM

P

03B

D

1 A6.06

8' -4 "

103 4

A7 .0 3

1

O W N

.0 3

03 A7.

C

Circulation 114 02A

LR

7

11 '-6

Workroom 113"

7/

8"

8"

TOW +5'-2"

8


11B

A7 .0 3

11B

3 A8.62

+3'-0"

eE03B

11A

2

opp hand

GENERAL NOTES1


Layout: A1.02 FIRST FLOOR


53'-2"

9'-3"

1 A8.62

2 A8.62

3 A8.62

TOW +3'-8"

align typ.

2 A5.01

35

'-7

2 3 4

"

6 A7.03

eD10'-9"

03 A7. 3+10'-0"

Floor Material in Public Space is Cork UNO Back of House Floor Material is Sealed Concrete All Furniture shown on Drawings are NIC All Existing Partitions to be DEMO, See DEMO Drawings. Existing walls (Exterior / Interior)


Stacks 102A7.03

T 202.588.5454 F 202.588.5449

117

54"

eE.5eC


5'-11"

Display 116+9'-6"

Entry Vestibule 117

6 714 '-8

5

C L

REV DT05-29-09


07-17-0912-04-091-13-10

e10

eB10'-3"

A7.03

43

DOWN

'-2

Exit Vestibule 101

4

101

DOWN

4"

eA

"

1 A8.60 typ12

20'

Sidewalk

4' -8

"

eC.1

1 A6.02

1 A4.02

2 A4.01

1 A6.01-4 36' " 1/2

'-2

e7

12

PORCH

'

1 A4.01

"

e9

e8

"


eA.5

" 3'-8 6'-44" 43'-2"

1'-8

"

"

1'-820'-4" 14'-8" 12' 12'-2" 4'-8"

"

3'-8

"

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e1

e2

e3

e4

FIRST FLOOR

1

FIRST FLOORScale:1/8" = 1'-0"0 4' 8' 16'


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

1'-1/2"

6'-6"

5'-2"

7'-9"

13'-1/2"

3'-8"

16'-3"

4 1/2"

8'-11 1/2"

3'-6"

7'-8"

3"

30'-3"

1012'-4 1/2"

"

17

'-6

"

eE

7 A8.022'-4 1/2" 11'-9" 1'-1/2"

2 A6.05

1 A4.03

2 A6.06

3 A5.02

TYP 6 A8.02

2 A4.03EDGE OF CANOPY BELOW

eD9' -3 "

G

Staff Bathroom 208 Workroom 20702A 04B 02A 11B 11B

5 A8.0211B

53


'-4

"10 '-9 "


Architect

F.2F

02A

Elevator Control Closet 206 Roof Access 205

1 A6.0512C

02A

208 7

11B

Staff Lounge 210210 411B12A

206 412C

02A 02A

02A

7'-0"

02A

11B

205 402A

207B 4

4 A8.0211B

1'-6"

12C

204 102A

2'-7 1/2" 2'-10"

D C.5 C B

207A 4

211 4

02A

E

02A

Elev. 209

eA10 '-3 "

Friends of the Library 211

11B

3 A6.05 3 A8.02213 2al

1010 wisconsin avenue, nw suite 405 washington, dc 20007 T 202.466.6116 F 202.466.6235Elec. 213

Branch Manager 204 Strollers 203

2 A5.02opp hand

1 XXA6.10

02A

02A

4"20 '-0 "

02

A

02A

7'-1"

11B

11B

2 A8.02

ABV

ig

n

02

02

A

Bathroom 215215 702 A


8'-5 1/2"

A.7 APrinted Date: 1/13/10 at 11:07 AM

2 A6.07

1 A8.02 1 A6.04 1 A6.03

Bridge 212DOWN

3'-7"

Open below

A

Storage 220DOWN02 A

04

B


218Open below0211A 03B 11B

Workroom 21402

220 7

2"

eF

2 A4.0217'-6"

Stair 202

1 A6.06

A

A

Open To Below

Info 216217

Children's Program 217


11B

Ship's Ladder to Attic11B

DOWN

Reading 218+25'-0"UP

RAMP UP

+26'-2"

3 A8.62

opp hand

Layout: A1.03 SECOND FLOOR

eE03B

11A

GENERAL NOTES1 2 3UP


53'-2"

202 4

+25'-7" +26'-2"


C L

9'-3"

1 A5.02

6 A7.05

eD10'-9"

Young Children 219

35

'-7

"

6 A8.62

2 A8.62

sim

3 A8.62

sim

4



T 202.588.5454 F 202.588.5449

A7.05

eE.5eC

05 A7. 3UP

5+26'-9"

4"


6+27'-4"

REV DT05-29-09


5

14

Children's Stacks 201A7.05 4UP

7'-8

07-17-0912-04-091-13-10

5'-11"

e10

eB10'-3"

43

'-2

+27'-4"

4"

eA

"

Alcove 221 Alcove 220

2 A8.60 typ12

20'

4' -8

"

eC.1

1 A6.02

1 A4.02

2 A4.01

1 A6.01-4 36' " 1/2

'-2

e7

12

'

1 A4.01

"

e9

e8

"


eA.5

" 3'-8 6'-44" 43'-2"

1'-8

"

"

1'-820'-4" 38'-10" 4'-8"

"

3'-8

"

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e1

e2

e3

e4

SECOND FLOOR

1

SECOND FLOORScale:1/8" = 1'-0"0 4' 8' 16'


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

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

6'-6" EQA

5'-2" EQB

7'-9" EQB EQB EQB

13'-1/2" 76'-6 1/2" EQB EQB

3'-8" EQB EQB

16'-3" EQB EQB

4 1/2" EQB

8'-11 1/2" EQB EQB

3'-6" EQB

7'-11" EQB EQB

30'-3"9"

1714 '-1 0

'-6

"

eE

6 A8.012'-4 1/2" 11'-9" 1'-1/2" 4'-3"

2 A6.05

5 A8.01

1 A4.03

RL +38'-11" TYP.

2 A6.06 ROOF +38'-11"DECK +38'-6"

T.O.P. +40'-4" TYP.

2 A4.03EDGE OF CANOPY BELOW

"

eD9' -3 "

G


VL

EQA

VL

RL

VL

VL

VLORD

ORD

ORDRD

RL

4 A8.01

eC10 '-9 "

VL

Architect

EQA

F.2F

EQA

2x2 Roof Access Precast Pavers

1 A6.05RD

eB5' -1 1"

RD

VLAHU-3

VL

VL

VL

VL

38

'-9

1'-6" 7'-0" 37'-3"

E D C.5 C B

EQA

Terra Cotta Baguettes mounted on Steel Frame Roof Structure above.

VL

" EXISTING BLDG TO INTERSECT NEW CONSTRUCTION

1/ 2

eA10 '-3 "

EQA

RLAHU-4

RLVLVL

RL

VLORD

2'-7 1/2" 2'-10"

DS CT-1

EQA

ORD

EQA

Roof Screen Columns, See StructuralT.O.P. +40'-4" TYP.VL

RD RD

VL

+35'-0"

R

T.O. ELEV. +40'-4"

L

3 A8.01

sim

3 A6.05


1 XXA6.10

VLL

1' -8+35'-3"R

"

20

7'-1"

ERV-1

VL

'-0

"

RL

VL

4'-3"

3 A8.01+35'-0"


opp hand

3'-7"

8'-5 1/2" 11'-3"

A.7 A eFPrinted Date: 1/13/10 at 11:07 AM

2 A6.07

1 A8.01 1 A6.04 1 A6.03Existing Roof Hatch (Location Approximate)

+35'-0"

Existing Skylight (To be reused as an exhaust vent)+35'-3"

2 A8.01

3 A8.01Skylight


GL-?+35'-3"

Existing Attic Ventilator (Location Approximate)

9"

9"

1 A6.06

DS

VL

14'-10"

2 A4.02

Existing Roof Gutter (Location Approximate)

Existing Main Stack Exhaust (Not Used, See Structural for Reinforcement)

7061 Deepage Drive Columbia, MD 21045DS

R

L

17'-6"

1'-6"

R

L

Existing Skylight (Over Stack Elevator - Unused)Intake Hood

RL 1'-6"

3'-6"

VL


3'-6"

+/- 44'-0"

Layout: A1.04 ROOF PLAN

Existing Attic Ventilator (Location Approximate)

9'-3"

33

'-1 1"

Existing Built Up Roof

R

eE

1L

GENERAL NOTES1 2 3



eDVL

410'-9"



T 202.588.5454 F 202.588.5449

RL

5RL

eE.5eC

38'-10"

1' -8

"


VL

61' -8 "

REV DT05-29-09


5'-11"

RL

VLR L

DS

7'-8 "

07-17-0912-04-091-13-10

e10

eB10'-3"

Existing Spanish Tile RoofRL

eA1'-8" 1'-8"

DS DS

"

18'-4"

3/ 4"

4' -1 1"

12

'-2

12

'

1 A4.01

42

'-2

1/ 4"

e8

14

e9

1' -6

PLAN NOTESe71

eC.12

Patch and repair roof at new openings.

1 A6.02

1 A4.02

2 A4.01

1 A6.01-4 40' " 1/4

3I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A

eA.5

" 3'-8 6'-41'-8" 42'-2 1/4" 1'-6 3/4"

1'-8

"

4


"

1'-818'-8" 1'-8" 14'-8" 12' 12'-2" 4'-11"

"

3'-8

"

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e1

e2

e3

e4

ROOF PLAN

1

ROOFScale:1/8" = 1'-0"0 4' 8' 16'









Layout: A2.01 FINISH PLAN: TERRACE FLOOR



T 202.588.5454 F 202.588.5449


REV DT07-17-09

ISSUEDDESIGN DEVELOPMENT

12-04-091-13-10

ISSUED FOR PERMITISSUED FOR BID


Project No.

08002.10

FINISH PLAN: TERRACE FLOOR







T 202.452.1103 F 202.452.1133MEP Engineer


Layout: A2.02 FINISH PLAN: FIRST FLOOR



T 202.588.5454 F 202.588.5449


REV DT07-17-09


12-04-091-13-10



Project No.

08002.10

FINISH PLAN: FIRST FLOOR







T 202.452.1103 F 202.452.1133MEP Engineer


Layout: A2.03 FINISH PLAN: SECOND FLOOR



T 202.588.5454 F 202.588.5449


REV DT07-17-09


12-04-091-13-10



Project No.

08002.10

FINISH PLAN: SECOND FLOOR





3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414Printed Date: 1/13/10 at 11:08 AMStructural Engineer


Layout: A2.04 FURN/MILLWORK PLAN: TERRACE FLOOR




T 202.588.5454 F 202.588.5449


REV DT05-29-09


07-17-0912-04-091-13-10


Project No.

08002.10

FURN/MILLWORK PLAN: TERRACE FLOOR









Layout: A2.05 FURN/MILLWORK PLAN: FIRST FLOOR



T 202.588.5454 F 202.588.5449


REV DT05-29-09


07-17-0912-04-091-13-10


Project No.

08002.10

FURN/MILLWORK PLAN: FIRST FLOOR





3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414Printed Date: 1/13/10 at 11:08 AMStructural Engineer


Layout: A2.06 FURN/MILLWORK PLAN: SECOND FLOOR




T 202.588.5454 F 202.588.5449


REV DT05-29-09


07-17-0912-04-091-13-10


Project No.

08002.10

FURN/MILLWORK PLAN: SECOND FLOOR


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

1'-1/2"

6'-6"

5'-2"

7'-9"

13'-1/2"

3'-8"

16'-3"

4 1/2"

8'-11 1/2"

3'-6"

7'-8"

3"

17

'-6

"

eE

eD2'-4" 11'-9 1/2" 1'-1/2"

G

9' -3OPEN TO STRUCTURE

"

53


'-8

" 10 '-9 "

eC eB5' -1 1"EXISTING BLDG RAMP ABOVE

Architect

F.2F

OPEN TO STRUCTURE

Elec. 008

Mech. 00737'-3"

OPEN TO STRUCTURE

7'-0"

1'-9"

1'-6"

E D C.5 C B

REAR YARD SETBACK

RF3

RF3

RF3

RF37'-6" AFF

Elev. 009RF4cd

02b

eA10 '-3 "

EQ

Mop Sink

7'-1" 2'-7 1/2" 2'-10"

Exhaust LouverOPEN TO STRUCTURE

typ

RF3

3'-0"

1 A8.65

Women's 011

RF3

Men's 010

1 4' A8.65 typ -0"RF4cd EQ

RF3d

1010 wisconsin avenue, nw suite 405 washington, dc 20007 T 202.466.6116 F 202.466.6235Garden and Entry

RF3

RC1 RC1 RC17'-6" AFF

01b8'-3" AFF

RC1 8'-8" AFF FF2 RF1c

EQ EQ

Trash 006

7'-6" AFF

3'-0"

RC1

RF3 RC1

FF1c

Conf. 012RF1c

RF1c

Storage 014

20

EQ EQ EQ

'-0

"


RC1

Hallway 00512'-0"

OPEN TO STRUCTURE

RC1 7'-6" AFF

3'-7"

RC1

7'-6" AFF

Lobby 013FF1c RF1c

RF1c7'-4" AFFal ig n

8'-0" AFF

8'-5 1/2"

A.7 APrinted Date: 1/26/10 at 6:56 PM

Stair 004

RAMP UPOPEN TO ABOVE

RF38'-3" AFF


"O C

7'-6 C "O

EQ

EQ

"O C

eF

RF1c

6' -0

UP

RC1

MEP Engineer FF1c

6' -0

Stair 003 Copy 02517'-6"UP FF2 RF1cOPEN TO STRUCTURE

7'-4" AFF

Info 016

8'-8" AFF

8'-0" AFF

"O C

Adult Non-Fiction 015

FF1c

6' -0

EQFF1c8'-6" AFF TO UNDERSIDE OF BEAM

7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110

6' -0

EQ

OPEN TO ABOVE

7'-4" AFF

"O C

8'-8" AFF

WF18'-0" AFF TO UNDERSIDE OF BEAM EQ

FC58'-8" AFF

Civil Engineer

Layout: A3.02 RCP: TERRACE FLOOR

WF1

"O C

Mech. 00240'-9" AT 1:20

EQ

EQ

FF1c

EQ

eE53'-8" 9'-3"

FF2

FF1c

EQFC5

GENERAL NOTESA

6' -0


6'-0"8'-0" AFF

6'-0"

7'-4" AFF

PC48'-8" AFF

35

8'-8" AFF

EQ

Stacks 017-0" 10'

"

EQ

RF1c WF1

2 A8.65

typ

See Electrical Drawings for Back of House Lighting See DEMO drawings for extent of ceiling demo.

EQ

B

'-7

eD10'-9"

11'-0"

Young Adult 001

FC5

EQ

FC5

FC5

Study 021EQ EQ WF3 TO BE MTD AT ?'-?" AFF 7'-4" WF3 WF1 AFF

01c

8'-0" AFF TO UNDERSIDE OF BEAM

C

All Ceilings on Terrace Floor to be painted GWB UNO.


T 202.588.5454 F 202.588.5449

EQEQ

eE.5eC

SF2C L

8'-8" AFF

8'-8" AFF


FC5

5'-11"

11'-0"

eB10'-3"

RAMP UP8'-0" AFF

FF4cd7'-4" AFF WF3 Study

14

RF1c

7'-4" AFF

OPEN TO STRUCTURE

'-8

"


Study 022

Study 018 WF37'-4" AFF

REV DT05-29-09


FC58'-8" AFF

EQ

Comp./ Conf. 020

07-17-09

EQ

e10

12-04-091-13-10

9'-3" AT 1:20

7'-4" AFF WF3

Pump Room 019

FC5

FC5

eA

"

20'-0"

eC.1

12

'-2

e7

12

'-0

e8

"

8'-8" AFF

Study 024

023

e9

I CERTIFY THAT THESE DOCUMENTS WERE

eA.5"

-1/2 37'

"

PREPARED OR APPROVED BY ME, AND THAT I AM A

" 3'-8 6'-4 1'-820'-4 1/8" 14'-8" 12'-0" 12'-2"

1'-8

"


"

"

3'-8

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e1

e2

e3

e4

RCP: TERRACE FLOOR

1

TERRACE PLANScale:1/8" = 1'-0"0 4' 8' 16'


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

1'-1/2"

6'-6"

5'-2"

7'-9"

13'-1/2"

3'-8"

16'-3"

4 1/2"

8'-11 1/2"

3'-6"

7'-8"

3"

2

5/

8" 17 '-6

"

eE

eD1'-1/2"

G

9' -312'-0" AFF

"

11'-9"

RF4cd10'-6" AFF

FIXTURE TO BE RECESSED IN VERTICAL SIDE OF SOFFIT PER DETAIL.

INTEGRATE SF3c UNDER BENCH.

53


'-4

" 10 '-9 "


Architect

F.2F E D C.5 C B

03a 02a 01a

Storage 107OPEN TO STRUCTURE

RC1 RC1 RC1 RC1 RC1 RC1 SD3

8'-8" AFF

RC1

1'-6" 2'-4 1/2" 7'-0"

Meeting Room 106

RF7cd RF7cd

RF7cd RF7cd

RF7cd RF7cd

RF7cd RF7cd 10'-6" AFF

RF7cd RF7cd

RF7cd RF7cd

RF7cd RF7cd

Elev. 1098'-8" AFF RC1

eA10 '-3 "

RC1

WF213'-3" AFFUPDOWN WF2


2'-7 1/2" 2'-10"

49'-3"

Vestibule 108 RC1 RC1RC1

10'-6" AFF

WF2

4" 20

Pantry 105

RF7cd

RF7cd

RF7cd

RF7cd FF2

EQ

7'-1"

6'-4"2'-6"

RF3d

04a 05a

3' -0 "

Entry Hall 1103SD2 SD2Open above

IT '-6" Closet 112FF2 RF1c14'-0" AFF

5

Stair 111 WF2

RCP NOTES'-0 "

1

New Plaster ceiling to match existing. Install new cornice and ornamental trim to match existing.Underside of bridge and stair landing to be CL-2.


SD3

EQ

SITE LIGHTING BY OTHERS

2

3'-7"

3' -0 "

Stair 1043SD2 DOWN SD2 SD3 (2)SD3

10'-6" AFF

3

6' -0 "

8'-5 1/2"


ig al

n


RF1c

SD3

3' -0 "

UP

PC1

2"

Stair 10317'-6"

FF2UPDOWN

13'-0" AFF 12'-9" AFF

Circulation 114RF1c RC1 RC1

6' -0 "

eF

SD3

3' -0 "

Open above

Workroom AFF 113RF1c RF1c

11'-9"

14'-0" AFF

PC1 PC1

11'-9" AFF

14'-0" AFF

Stacks 11512'-3" AFF TO UNDERSIDE OF BEAM

PC1 PC112'-3" AFF TO UNDERSIDE OF BEAM


OPEN TO ABOVESHADE POCKET

PC111'-9" AFF

EQFF2 RF1c

6'-0"

EQRF1c

EQRF1c

6'-0"RF1c

PC1 RC112'-9" AFF RC1

Layout: A3.03 RCP: FIRST FLOOR

eE53'-2" 9'-3"SITE LIGHTING BY OTHERS

RC1 RC1 PF2

35

1PC1 PC1

3 A8.65

typ

PF2

PF2 PF2 RC1


PC1

GENERAL NOTESA



"

PC1

B

'-7

PC1

RC1

PF2 PF2 PF2 FC3 PF2 PF2 RC1 WF3 RC1 Display RC1 PF2 RC1

eD10'-9"

1

C

All New Ceilings to be painted GWB UNO.


Stacks 102

EQ

14'-0" AFF

14'-0" AFF

14'-0" AFF

RC1

PF2 PF2

T 202.588.5454 F 202.588.5449

eE.5eC

PC1

PC1C L

PC1 RC1


Entry Vestibule 117RF1-2

4"

12'-9" AFF

2REV DT05-29-09


PC1


12'-3" AFF TO UNDERSIDE OF BEAM PC1


5'-11"

EQ

116WF3 PC5

07-17-09

14

'-8

e10

12-04-091-13-10

eB10'-3"

EQ

4"

eA

"

20'-0"

BC1

4' -8

"

eC.1

12

'-2

e7

12

2

RF1-2

'-0

e8

"

EQ

EQ

43

DOWN

'-2

Exit Vestibule 101

EQ

EQ

PC1 EQ

EQ

12'-9" AFF

EQ

16'-9" AFF

DOWN

"

PC5 PORCH

BC1

e9

"


eA.5

-4 36'

" 3/8


" 3'-8 6'-44" 43'-2"

1'-8

"


"

1'-820'-4 1/8" 14'-8" 12'-0" 12'-2" 4'-8"

"

3'-8

"

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e1

e2

e3

e4

RCP: FIRST FLOOR

1

FIRST FLOORScale:1/8" = 1'-0"0 4' 8' 16'


eF 1 2 2.3 3 3.9 4

4.9

5

5.6 5.7

6


15'-3 1/2"

1'-1/2"

6'-6"

5'-2"

7'-9"

13'-1/2"

3'-8"

16'-3"

4 1/2"

8'-11 1/2"

3'-6"

7'-8"

3"

30'-3"

1012'-4 1/2"

"

17

'-6

"

eE

2'-4 1/2" 11'-9" 1'-1/2"

G

1 A8.65

INTEGRATE UNDERCABINET LIGHT UNDER COUNTER.sim

EDGE OF CANOPY BELOW

eD9' -3 "

Staff Bathroom 208 Workroom 207 Elevator Control Closet 206 Roof Access 205RF6 RF6 RF6 RF6 RF69'-0" AFF

SF1 RF3 RF6 RC1 8'-0" AFF RF6 RF6 RF6

539'-0" AFF


'-4

"10 '-9 "

eC eB5' -1 1"

Architect

F.2F

Staff Lounge 210RF6 RF39'-0" AFF

RF6

RF6

RF6

RF6

RF6

RF6

7'-0"

1'-6"

E D C.5 C B

Elev. 209

eA10 '-3 "

1010 wisconsin avenue, nw suite 405 washington, dc 20007 T 202.466.6116 F 202.466.6235Elec. 213

Friends of the Library 211RF2

2'-7 1/2" 2'-10"

Branch Manager 204 Strollers 203

RF6

RF6 9'-0" AFF

2'-0" 3'-0"RC1

1 A8.65

RF2sim

RC1 RF38'-0" AFF 8'-0" AFF

4"208'-0" AFF

RCP NOTES1

WF2

2'-3 5/8"3'-0"

RF6

RF6

RC1 RC1

'-0

"

7'-1"

New Plaster ceiling to match existing. Install new cornice and ornamental trim to match existing.

WF2

Bathroom 215


2

Bridge 212DOWN SD2

3'-7"

Skylight Above

10'-3" AFF

RC1 RF3

SD2

WF2

8'-5 1/2"


Storage 22010'-3" AFF

1 A8.65

sim


SD2 SD2Skylight Above

DOWN WF2

SF5

2"

eF

PERMANENTLY AFIX TABLE LAMPS TO INFO COUNTER.10'-3" AFF

Workroom 214CT1 SF5 CONCEAL SF5 STAGGERED STRIP LIGHT ABOVE WALLS AND SHELVING. SF5

RF1c

CT1

12'-6" AFF

1' -0

Stair 20217'-6"

FF2

10'-3" AFF

RF1c

Info 216

Children's Program 217

7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110"Civil Engineer

6'-0"

Ship's Ladder to AtticDOWN

RF1c

SD2

RF1c

Reading 218

CT1

RAMP UP10'-9" AFF TO UNDERSIDE OF BEAM RC2-6

RF4c 1' -0

"

6'-0

"

4'-6"

Layout: A3.04 RCP: SECOND FLOOR

FF2

GENERAL NOTES1


4'-6 "

eEC L

53'-2"

9'-3"

RC2-6

eD10'-9"14'-3" AFF

PF314'-3" AFF PF3

10'-9" RC2-4 AFF TO UNDERSIDE OF BEAM (24)FC6 14'-3" AFF

Young Children RC2-6 219 RC2-4RC2-6 RC2-6 RC2-10 RC2-10 RC2-4 RC2-4UP

35

RC2-6

'-7

PF3

1

3 A8.65

RC2-10

"

4'-4"

4'-4"

EQ

eE.5eC

PF3

PF3C L

4"


4'-4"

EQ

4'-4"

14

Children's Stacks 201

5'-11"

PF3

eB10'-3"

12'-6" AFF TO UNDERSIDE OF BEAM PF3

'-8

"

4"

eA

EQ

"

Alcove 221 Alcove 2204' -8 " 12

20'-0"

eC.1

'-2

e7

12

2

'-0


10'-3" AFF

EQ EQ

43

'-2

"

e8

"

eA.5

4"

43'-2"

20'-4 1/8"

38'-10"

e1

e2

e3

1

SECOND FLOORScale:1/8" = 1'-0"0 4' 8' 16'

sim

EQ

EQ

2'-0"

2'-0"

2'-0"

RC2-6

RC2-6 UP RC2-4

RC2-612'-6" AFF RC2-10

(24)FC6


PF3

B

1

UP

C

All New Ceilings to be painted GWB UNO.


RC2-6

T 202.588.5454 F 202.588.5449

RC2-10

2REV DT05-29-09

RC2-4 PF3

RC2-6

11'-4" RC2-6 AFF FROM TOP OF RAISED FLOOR

Lay-in Ceiling: CL-1


RC2-10 RC2-6UP

FF4c 10'-3" AFF FROM TOP OF RAISED FLOOR SN1

07-17-09

e10

12-04-091-13-10

FF4c

EQ

SN1

e9


-4 36'

" 3/8


" 3'-8 6'-4 1'-84'-8"

1'-8

"


"

"

3'-8

"

e5.7 e5e5.2

e5.8

e6

Project No.

08002.10

e5.3

e4

RCP: SECOND FLOOR


Mt. Pleasant Library3160 16th Street, NW Washington, DC 20010e7 e8 RESTORE WINDOWS TO MATCH EXISTING, GL-09 e9 e10 P L

NEW BUILDING BEYOND

ADJCENT EXISTING BUILDING PARTIALLY INTERSECTING NEW CONSTRUCTION+47'-0" TO SCREEN (ADDITION)


CANOPY BEYOND

1010 wisconsin avenue, nw suite 405 washington, dc 20007+25'-0" SECOND FLOOR

T 202.466.6116 F 202.466.6235

3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414+10'-0" FIRST FLOOR

Structural Engineer


+/-3'-0" GRADE +0" TERRACE FLOOR


OBLIQUERESTORE WINDOWS TO MATCH EXISTING, GL-09


1

ELEVATION @ NEScale:1/8" = 1'-0"0 4' 8' 16'

Layout: A4.01 FRONT ELEVATIONS

AMT 12750 Twinbrook Parkway Rockville, MD 20852 T 301.881.2545 F 301.881.0814

EXIST ROOF TO REMAIN REMOVE EXISTING CHILDREN'S EXTERIOR GUARDRAIL

Landscape Architect

e5

e5.2

e5.3

e5.7

e5.8

e6


T 202.588.5454 F 202.588.5449


REV DT05-29-09


07-17-0912-04-091-13-10

+25'-0" SECOND FLOOR

SCHEDULED LIGHT FIXTURE

SCHEDULED LIGHT FIXTURE

+10'-0" FIRST FLOOR

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF

+0" TERRACE FLOOR

DISTRICT OF COLUMBIA

OBLIQUE

OBLIQUE

SCHEDULED LIGHT FIXTURE ON EXIST BASE AND POST EXISTING HANDRAIL TO REMAINEXIST STAIR TO REMAIN

SCHEDULED LIGHT FIXTURE ON EXST BASE AND POST

Project No.

08002.10

FRONT ELEVATIONS

2

ELEVATION @ NE (ENTRY)Scale:1/8" = 1'-0"0 4' 8' 16'


EXTENT OF EXISTING BUILDING BEYOND TO SOUTH


P L

e1

e2

e3

e4

+47'-0" TO SCREEN (ADDITION)


+40'-3 1/2" TO PARAPET (ADDITION)

+35'-10" TO SKYLIGHT (ADDITION)

1010 wisconsin avenue, nw suite 405 washington, dc 20007 T 202.466.6116 F 202.466.6235CURTAIN WALL+25'-0" SECOND FLOOR


TERRA COTTA PANEL SYSTEM BEYOND+10'-0" FIRST FLOOR



+3'-0" GRADE +0" TERRACE FLOOR

MEP Engineer

99'-6 3/8" 15'-3 1/2"EDGE OF NEW BUILDING TO PROPERTY LINERESTORE WINDOWS TO MATCH EXISTING, GL-09


Layout: A4.02 FRONT AND SIDE ELEVATIONS

1

ELEVATION @ EScale:1/8" = 1'-0"0 4' 8' 16'



T 202.588.5454 F 202.588.5449EXTENT OF EXISTING BUILDING TO WESTP L G F.2 F E D C.5 C B A.7 A eF eE eD eC eB eA


REV DT05-29-09


BUILDING BEYOND

07-17-09+47'-0" TO SCREEN (ADDITION)

12-04-091-13-10

+40'-3 1/2" TO PARAPET (ADDITION) +38'-4 1/2" TO ROOF SLAB (ADDITION) +36'-4" TO CURTAIN WALL (ADDITION)

TERRA COTTA PANELS


SEE A4.10 FOR TC SCHEDULEEXTENT OF LOW BUILDING BEYOND (CHICKEN BUILDING)

WINDOWS BEHIND TERRA COTTA BAGUETTES+10'-0" FIRST FLOORI CERTIFY THAT THESE DOCUMENTS WERE

EXHAUST LOUVERST-02

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF DISTRICT OF COLUMBIA

+/-3'-0" GRADE +0" TERRACE FLOORST-02 BASE COURSEProject No.

08002.10

21'-11"EDGE OF NEIGHBORING BUILDING TO PROPERTY LINE EXTENT OF SIDE FACADE OF NEW BUILDING

37'-3"

12'-0"

PARGE EXPOSED EXTERIOR WALL BELOW LIMESTONE

FRONT AND SIDE ELEVATIONS0 4' 8' 16'

2

ELEVATION @ SScale:1/8" = 1'-0"


EXTENT OF EXISTING BUILDING BEYOND TO SOUTH


EXTENT OF EXISTING BUILDING BEYOND TO WEST

6

5.7

5.6

5

4.9

4

3.9

3

2.3

2

1

P L

+47'-0" TO SCREEN (ADDITION)


+40'-3 1/2" TO PARAPET(ADDITION) +38'-4 1/2" TO ROOF SLAB (ADDITION)

SEE A4.10 FOR TC SCHEDULE

1010 wisconsin avenue, nw suite 405 washington, dc 20007WINDOWS BEHIND TERRA COTTA BAGUETTES+25'-0" SECOND FLOOR

T 202.466.6116 F 202.466.6235

3 East 28th Street, 6th Floor New York, NY 10016 T 212.696.0414TERRA COTTA PANELS+10'-0" FIRST FLOOR

Structural Engineer

ST-02 BASE



+/-3'-0" GRADE +0" TERRACE FLOOR

MEP Engineer

7061 Deepage Drive Columbia, MD 21045OBLIQUE 27'-10 1/8" 76'-6 7/8"EXTENT OF REAR FACADE OF NEW BUILDING TO BASE OF WALL

15'-3 1/2"CORNER OF NEW BUILDING TO PROPERTY LINE


Layout: A4.03 REAR AND SIDE ELEVATIONS

1

ELEVATION @ WScale:1/8" = 1'-0"0 4' 8' 16'


EXTENT OF EXISTING BUILDING TO SOUTH


SECTION THROUGH CANOPY

T 202.588.5454 F 202.588.5449P L

eA

eB

eC

eD

eE

eF


EXTENT OF EXISTING BUILDING TO WEST

REV DT05-29-09


07-17-0912-04-09+47'-0" TO SCREEN (ADDITION)

+40'-3 1/2" TO PARAPET (ADDITION)

+36'-4" TO CURTAIN WALL (ADDITION)


TERRA COTTA PANELS

+10'-0" FIRST FLOOR


+/-3'-0" GRADE +0" TERRACE FLOORProject No.

08002.10

12'-0"

OBLIQUEEXTENT OF REAR FACADE OF NEW BUILDING

OBLIQUECORNER OF NEW BUILDING TO PROPERTY LINE

REAR AND SIDE ELEVATIONS

SECTION THROUGH GARDEN

2

ELEVATION @ NWScale:1/8" = 1'-0"0 4' 8' 16'


Mt. Pleasant LibraryCOLUMN W-M COLUMN W-G COLUMN W-O COLUMN W-Q

COLUMN S-G

COLUMN W-C

COLUMN W-D

COLUMN W-H

COLUMN W-N

COLUMN W-R

COLUMN W-A

COLUMN W-B

COLUMN W-E

COLUMN W-K

COLUMN W-P

COLUMN S-C

COLUMN S-D

COLUMN S-H

COLUMN W-F

COLUMN S-A

COLUMN S-B

COLUMN S-E

COLUMN E-M

COLUMN W-L

COLUMN S-F

COLUMN E-G

COLUMN E-O

COLUMN E-Q

COLUMN W-J

COLUMN E-C

COLUMN E-D

COLUMN E-H

COLUMN E-N

COLUMN E-R

COLUMN E-U

COLUMN E-A

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