2 DPL Architectural 20 Oct 25.pdf

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Issued by: Wilcox County, Georgia

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CODE REVIEW , LIFE SAFETY PLAN

PATIO LOCATION PLAN

PATIO GRADING PLAN

PAVILION FLOOR PLANS

PLAN DETAILS

DEMO & ROOF PLANS

SCHEDULES & KITCHEN PLAN

BUILDING ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

WAL L SECTIONS

REFLECTED CEILING PLAN

A0.2

A1.0

A1.01

A1.1

A1.2

A1.3

A2.1

A3.1

A3.2

A3.3

A4.1

A4.2

A4.3

A6.1

LIST OF DRAWINGS

ARCHITECTURAL

HVAC LEGEND

HVAC GENERAL NOTES

HVAC FLOOR PLAN

HVAC ROOF PLAN

HVAC SCHEDULES

HVAC DETAILS

M0.1

M0.2

M1.0

M1.1

M2.0

M3.0

M3.1

MECHANICAL

ELECTRICAL LEGEND,

SCHEDULES, NOTES

ELECTRICAL SPECIFICATIONS

& NOTES

LIGHTING PLAN

POWER FLOOR PLAN

FIRE ALARM & HVAC POWER PLAN

& ROOF PLAN

ELECTRICAL PANEL SCHEDULES

E0.1

E0.2

E1.0

E2.0

E3.0

E4.0

ELECTRICAL

COVER SHEET

INITIAL PHASE - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

INTERMEDIATE A - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

INTERMEDIATE B - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

FINAL PHASE - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS

SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES

EXISTING CONDITIONS & DEMOLITION PLAN

SITE PLAN

GRADING & DRAINAGE PLAN

CONSTRUCTION DETAILS

SITE CIVIL

PLUMBING PLANS

- WATER & SEWER

PLUMBING PLANS- RAIN LEADERS,

DETAILS & SCHEDULES

P1.0

P1.1

P2.0

PLUMBING

COVER SHEET , LIST OF DRAWINGSA0.1

STRUCTURAL NOTES

FOUNDATION PLAN

RETAINING WALL PLAN

LOW ROOF FRAMING PLAN

HIGH ROOF FRAMING PLAN

CLERESTORY FRAMING PLAN

FOUNDATION DETAILS

AREAWAY FOUNDATION DETAILS

AREAWAY STEEL FRAMING

STEEL DETAILS

ROOF DETAILS

NORTHWEST ISOMETRIC

SOUTHEAST ISOMETRIC

NORTHEAST ISOMETRIC

S0.1

S0.2

S1.0

S1.0A

S1.1

S1.2

S1.3

S2.0

S2.1

S3.0

S3.1

S3.2

S4.0

S4.1

S4.2

STRUCTURAL

C10

C11

A0.1

LIST OF

DRAWINGS

310 CAPPES STREET DALTON, GA

READING PAVILION

DALTON WHITFIELD COUNTY PUBLIC LIBRARY

PHASE #3 SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

LEGEND

EXIT LOAD EXIT TRAVEL DISTANCE

ONE HOUR FIRE RATED PARTITION

2-A MINIMUM PORTABLE FIRE EXTINGUISHER & SEMI-RECESSED

CABINET - TOP OF EXTINGUISHER @ 48" MAX. A.F.F. - EQUAL TO

LARSEN'S MP5 EXTINGUISHER & AL2409-R3 FULL PANEL CABINET,

BRUSH ALUMINUM - VERIFY EXACT MANUFACTURER, STYLE, &

FINISH WITH LZB.

ONE 3-A MIN. FIRE EXTINGUISHER & BRACKET MOUNT

# X

FE-1

FE-2

CONSTRUCTION TYPE:

FIRE RESISTANCE REQUIREMENTS

EXIT REQUIREMENTS:

INTERIOR WALLS AND CEILINGS :

FINISH MATERIALS

FIRE DETECTION AND ALARM

2. OCCUPANCY:

FLOOR AREA:3.

.2" PER PERSON X 180 OR MORE OCCUPANT LOAD = 2 DOORS @ 36" / DOOR

CLASS C AT ALL OTHER LOCATIONS - FLAME SPREAD 0-75, SMOKE 0-450, CLASS B.

CLASS A AT EXITS AND EXIT ACCESS - FLAME SPREAD 0-25, SMOKE 0-450, CLASS A

EGRESS WIDTH:

PANIC HDWE IS REQUIRED FOR GROUP A OCCUPANCY W/ 50 + PERSONS

STAIR WIDTH

EXIT DOOR HDWE

ENTRANCE

IBC TABLE 803.13

MAX. AREA MAX HT

ASSEMBLY A3 TYPE IIB SPRINKLERED 38,000 SF 3 STORIES 75 FT ABOVE GRADE PLANE IBC TABLES 504.3, 504.4, 506.2

CONSTRUCTION TYPE IIB

FIRE PROTECTION SYSTEM8.

PORTABLE EXTINGUISHERS REQUIRED - ORDINARY HAZARD IBC 906.1.1, TABLE 906.3 (1)

REQUIRED PROVIDED TRAVEL DISTANCE

1. SUMMARY: PAVILION (1,775 SF) FULLY CONDITIONED :

DUE TO TEMPORARY "UNCONDITIONED" PAVILION WILL NOT CONTAIN STACKS.

PATIO ADDITION 6,190 SF WITH ASSOCIATED GRADING, UTILITY CHANGES AND LANDSCAPING.

2,810 SF WEST PORCH & 3,380 SF EAST PORCH.

9 LOCATIONS ON UPPER LEVEL - FIELD VERIFY EXISTING LOCATIONS

ACCOMODATES ONE-HALF OF THE TOTAL OCCUPANT LOAD

.3" PER PERSON .... 44" MIN. 5'-0"

MORE THAN 300 PERSONS - REQUIRED

20 FT MAX. DEAD END CORRIDOR

THERMAL ENVELOPE10.

ROOF - WOOD R - 30ci - CONTINUOUS , WALLS - MASONRY R - 9.5 ci (MASS) BRICK VENER @ 39 PSF = 141 PCF

IECC TABLE C402.1.3

2018 INTERNATIONAL BUILDING CODE,

2018 LIFE SAFETY CODE, NFPA 101

2010 ADA for ACCESSIBLE DESIGN

2015 INTERNATIONAL ENERGY CONSERVATION CODE

44" MINCORRIDOR WIDTH

DALTON - WHITFIELD COUNTY REGIONAL LIBRARY

READING PAVILION

CODE REVIEW

310 CAPPES STREET. DALTON, GA

GROUP A3 ASSEMBLY : IBC 303.4, TABLE 1004.5

ADDITION ENCLOSED 15 SF NET/PERSON 1775 SF 118 PERSONS

EXISTING - STACKS , READING & MULTI-PURPOSE 326 PERSONS

ADDITION OPEN 15 SF NET/PERSON 6,190 SF 387 PERSONS 225 + 162

831 PERSONS UPPER LEVEL

EXISTING UPPER LEVEL 23,022 SF

ADDITION ENCLOSED 1,775 SF

24,797 SF ENCLOSED

PATIO ADDITION 6,190 SF 3380 + 2810

IBC 506.3.3

PRIMARY STRUCTURE NO FIRE RATING

EXTERIOR BEARING WALLS "

FLOOR STRUCTURE, "

INTERIOR BEARING WALLS "

ROOF CONSTRUCTION 2 X 6 DECK - NO FIRE RATING

CORRIDORS NO FIRE RATING

EXIT STAIRS ENCLOSURE 1-HR RATING

SHAFT ENCLOSURE 1-HOUR RATING

EXTERIOR WALLS SEPARATION > 30 FT NO RATING

IBC 1023.2

IBC TABLE 1020.1

IBC 713.4

FIXED GLASS U = 0.38

IBC 2304.11.4.2, 1.

IBC NFPA

ASSEMBLY TYPE II (0,0,0) SPRINKLERED 1 STORY "..LEVEL OF EXIT DISCHARGE..." UNLIMITED OCCUPANCY NFPA TABLE 13.1.6

NFPA

IBC

EXISTING ASSEMBLY NFPA TABLE 7.3.1.2

NFPA 13.3.4.1.1

EXTEND EXISTING SYSTEM

NFPA 13.3.5.2AUTOMATIC SPRINKLER SYSTEM IS REQUIRED

IBC TABLE 601

NFPA 7.1.3.1 (1)

NFPA 13.2.3.6.2

DOOR SWING IN DIRECTION OF EXIT W/ 50 OR MORE OCCUPANT LOAD NFPA 7.2.1.4.2 (1)

NFPA 13.2.5.1.3

NFPA 13.3.3.2

UPPER LEVEL

OPERABLE GLASS U = 0.45

ENTRANCE DOORS U = 0.77

NFPA 4.6.3 (1)

MINIMUM NUMBER: ASSEMBLY 2 2 200' NFPA 3.2.6.2 13.2.4.4

IBC TABLE 602

"...ENTIRELY ABOVE THE ROOF DECK..." ASSEMBLY INCLUDES

THE WOOD ROOF DECK :

3 X 6 WOOD DECK 1.4 PER INCH X 2.5" = 3.5

4" POLYISO 6.5 PER INCH X 4" = 26.6

= 30.1

METAL DECK

4" POLYISO 6.5 PER INCH X 4.7" = 30.5

NOTE 1

WALLS - MTL STUDS R - 13 + R-7.5 CONT. INSULATION

WALLS - WOOD STUDS R - 20

ROOF - METAL DECK R - 30ci - CONTINUOUS , CAMPBELL & ASSOCIATES, INC.

1401 Carter St. Suite 101 Chattanooga, TN 37402

(423) 267-9718

SITE/CIVIL ENGINEER MEP ENGINEER

MARCH-ADAMS ENGINEERING

Box 3689; 310 Dodds Avenue Chattanooga, TN 37404

(423) 698-6675

STRUCTURAL ENGINEER

CONSTRUCTION MANAGER

KCP ARCHITECTS, PC

P.O. Box 400 Ringgold, Georgia 30736

(706) 937-2900

ARCHITECTOWNER

FELKER CONSTRUCTION

300 Fernwood Ave, Dalton, GA,

(706) 226-6922

RICHARDS & ASSOCIATES

ENGINEERING, INC.

Box 220 , Chatsworth, GA 30705 Office: (706) 616-5906

NORTH-WEST GEORGIA REGIONAL

LIBRARY SYSTEM

310 Cappes Street, Dalton, Georgia 30720 706-876-1363

EGRESS TRAVEL DISTANCE: 157'-0"

EGRESS TRAVEL DISTANCE: 110'-0"

1,123 SF

= 75 PERSONS

5,850 SF / 100

= 59 PERSONS

+ 59 + 29 + 4 = 146

11,500 SF / 100

= 115 PERSONS

+ 59 + 6 = 180

1,775 SF / 15 SF

= 118 PERSONS

2,810 SF / 15

= 162 PERSONS

273 3,380 SF / 15

=225 PERSONS

N C

'-0

430 SF

= 29 PERSONS

EGRESS TRAVEL DISTANCE: 112'-0"

EXIST. RAMP DN

1:12

EXIST. RAMP DN

1:12

EXIST. RAMP DN

1:12

MULTI-PURPOSE

ROOM

LOBBY

CIRCULATION

DESK

CIRCULATION

OFFICE

REFERENCE

SERVICES

TECHNOLOGY

PERIODICAL

BACK-ISSUES

GENERAL

COLLECTION

YOUNG

ADULTS

CLOSET

CHILDREN'S

REFERENCE

MULTI-PURPOSE

x .2

57.0" x .2

54.6"

386 TOTAL OCCUPANT LOAD

/ 2 = 193 P @ MAIN ENTRY

= 97 P @ EACH DOOR

X .2"/P = 19.6 MIN DOOR WIDTH

P U

P R

D N

505 SF

= 4 PERSONS

EGRESS TRAVEL DISTANCE: 80'-0"

A0.2

CODE REVIEW

LIFE SAFETY

PLAN

LIFE SAFETY PLAN

1/16" = 1' - 0"

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

PROJECTION

ROOM

P U

7'-0"

A3.1

5A SIM

A3.1 5A

EXIST. RAMP DN

1:12

EXIST. RAMP DN

WOMEN

MEN

CHILDREN'S

CIRC. DESK

CHILDREN'S

READING

CHILDREN'S

WORKROOM

CHILDREN'S

READING

CHILDREN'S

COLLECTIONS

STORY

HOUR

STORAGE

PROJECTION

ROOM

MULTI-PURPOSE

ROOM

KITCH.

SPECIAL

COLLECTION

VEST.

CORRIDOR

STOR.

215A

STOR.

216A

STAIR

STOR.

KITCHEN

PAVILION

STOR.

212A

CLOSET

FIN FLR = 796.0

CHILDREN'S

REFERENCE

O.A.

SHAFT

CLOSET

280A

GENERAL

READING

SN-1

SN-2

SN-2 SN-2 SN-2

SN-2

SN-1

SN-1SN-2

SN-2

SN-2 SN-2 SN-2

SN-2

SN-4

3' -4

10'-0"

'-3

ADJUSTED FRONT YARD SETBACK - BY VARIANCE

'-1

'-6

25'-0"

15'-2"

19'-0"

12'-5"

'-4

4" /ft

9'-5"

9'-6"

19'-0"

3'-1"

7'-1"

'-7

'-0 " T

'-1

P U

'-3

'-5

19'-7"

4'-11"

28'-1"

19'-0"

5'-8"12'-8" 5'-10"+

6'-10"

'-4

12'-0"

'-8

9'-5"

7' -1

P D

A1.0

4' -1

6'-3" 13'-11"

5'-3" 11'-5"

7'-11"

'-2

-0

4'-10"

7' -7

-7

7' -0

9'-6"

9'-7"

9'-6"

19'-0"

19'-3"

19'-0"

18'-9"

1'-5"

7'-7"

1'-8"

4' -0

1' -1

7' -1

03 8"

'-5

1 2"

7' -1

8'-3 12 "

6'- 7"

2'-9"

8'-0"

2'-4"

R25'-0" R

'-4

6'-

1 2"

8'-7 4"

6'-7 2"

R22'-10" 8'

-9

1'-0"

1' -0

WAUGH STREET EXISTING SIDEWALK

SN-7

-7

SN-7

A3.1

S1.0B

1'-0"

NEW CONC SLAB MATCH

SLOPE TO DRAIN

REMOVE EXISTING SLAB

GUARD RAIL & POSTS

PER 5C/A3.1

2' -0

REMOVE EXISTING SLAB

AS NEEDED TO FORM &

BACKFILL NEW WALL

3' -0

1/2" EXP JT

EXISTINGNEW

A3.1

A3.1 4C

19'-0" 19'-7"

19'-0"12'-0"

MESSAGE BOARD

& FOUNDATION

N.I.C.

A0.1

= 4 1/2" BELOW 796.0'

DECK DRAIN

W/ FINISH ELEVATION

REF P1.1

-4 1/2"

-4 1/2"MASONRY PIER

MASONRY PIER

W/ POLE LIGHT

= TOP OF WALL RE 4C/A3.1

DECK DRAIN

W/ FINISH ELEVATION

1/2" CONSTRUCTION JT

RE. 6/S2.0

-2"TOWPATIO LOCATION PLAN

1/8" = 1' - 0" A1.0

PATIO

LOCATION

PLAN

EAST GATE

1/4" = 1' - 0"

WEST GATE

1/4" = 1' - 0"

WEST PATIO STEPS

1/4" = 1' - 0"

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25SECTION @ WEST PATIO

3/4" = 1' - 0"

EXISTING WALL, STEPS

& RAILS TO REMAIN

REMOVE EXISTING WALL AND

PATCH END WALL TO MATCH

EXISTING

NEW RAIL

REMOVE EXISTING SLAB

TO NEW WALL

1/2" EXP JT

FACE OF BRICK TO

TANGENT PT

ELECTRIC GATE RELEASE WITH FIRE

ALARM- RE: ELECTRICAL DRWGS

AutoCAD SHX Text

EXISTING DOWNSPOUT - REVISE TO SPILL ON NEW ROOF

EXISTING DOWNSPOUT SPILLS @ GRADE - REVISE TO

CONNECT TO NEW UNDERGROUND STORM WATER LINES

TO EXISTING STORM WATER.

NEW PATIO DRAINS TIE INTO NEW UNDERGROUND

STORM WATER.

NEW DOWNSPOUT - TIE INTO UNDERGROUND STORM

WATER LINES

DEMO EXISTING WATER LINE

DEMO EXISTING CONCRETE FLUME.

CUT FINISH GRADE AS INDICATED.

RESURFACE EXPOSED FOUNDATION WALL, &

WATERPROOFING, INCLUDING FLASHING REGLET,

PROTECTION BOARD AND STONE BACKFILL

TOP OF CONCRETE WALL

= 795.0 TYPICAL

REF. 4C/A3.1

TOP OF CONCRETE PIER

= 800.0 TYPICAL REF. 4/S1.0B

SN-1

SN-2

SN-3

SN-4

SN-5

SN-6

SN-7

GRADING PLAN NOTES

= 4 1/2" BELOW 796.0'

DECK DRAIN

W/ FINISH ELEVATION

REF P1.1

-4 1/2"

-4 1/2"MASONRY PIER

MASONRY PIER

W/ POLE LIGHT

= TOP OF WALL RE 4C/A3.1

DECK DRAIN

W/ FINISH ELEVATION

1/2" CONSTRUCTION JT

RE. 6/S2.0

-2"TOW

N PATIO

EXIST. RAMP DN

1:12

EXIST. RAMP DN

MULTI-PURPOSE

ROOM

CLOSET

8" 5

FIN FLR = 796.0

CHILDREN'S

REFERENCE

6" 4"5

A3.1

PAVILION

E PATIO

SN-1

SN-2

SN-2 SN-2 SN-2

SN-2

SN-1

SN-1SN-2

SN-2

SN-2 SN-2 SN-2

SN-2

W PATIO

SN-4

SN-6

A3.1 4C

WAUGH STREET

ADJUSTED FRONT YARD SETBACK - BY VARIANCE

-4

-1/2

-1/2"

-2 1/2

- 2 1/2"

-3 1/2"

-4"

-2 1/2

-1"

-2 1/2"

1/2"

P U

-3"

-3 1/2

-1 3/4"

-3 1/2

-2"

-4 1/2"

-2"

-2" -2"

-2 1/2"

-4"

-4

-2 1/4"

-1/2"

1/2" -1 1/2"

-3" -2"

-2 1/2" -3"

-2'-3"

-1'-10"

-4 1/2"

P D

-2'-0"

A1.0

-4 1/2"

TOW

-2"TOW

-3"

-2 1/2"

-2"

-2"TOW

-1/2"

-2'-0"

-4 1/2"

-5 1/2"

-4 1/2" -4 1/2"

-3"

-2"TOW

-3"

-4"

-3"

-2 1/2"

WAUGH STREET EXISTING SIDEWALK

MESSAGE BOARD

& FOUNDATION

N.I.C.

A0.1

SN-7

-7

SN-7

FIN FLR = 796.0

A3.1

5A SIM

A3.1

S1.0B

-4

-1/2

-2" -2"

-2 1/2"

-4"

-2"TOW

PATIO GRADING PLAN

1/8" = 1' - 0" A1.01

PATIO

GRADING

PLAN

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

PLAN DETAIL

1/4" = 1' - 0"

RETAINING WALL

CONCRETE FINISH A

CONCRETE FINISH B

CAST-IN VALLEY TO

DECK DRAIN

AutoCAD SHX Text

A3.2

A3.3

'-7

1 2"

4'-7"

4' -7

'-4

'-1 11 2"

'-2

11'-2" 23'-4" 12'-111 2"

6' -4

3'-

CLE

AR W

BELO

W 4'-1"

O W

D O

O R

'-4

1 2"

'-7

1 2"

15'-4"

5' -5

1 2"

20'-8"2'-8"8'-11"3'-0"1" 8'-111 2"2'-8" 3'-8"

'-8

-8

8' -1

1" 3'

-0

1" 8'

-1 11 2"

2' -8

4" 6" 4"6"6'-4" 6'-4" 6'-4"

4" 6"

6' -4

-4

6' -4

2.2

B.7

B.3

B.7

2.3 2.7

FOM

3' -8

2' -2

49'-71 2"

2 3 4

2'-8" 2'-8"

2' -8

2'-2"

4'-7"

6" 6"

1' -4

-4

2'-8"2'-0"

1' -8

C.8

1' -9

A3.3

A3.2

A3.3

A1.2 A

A1.2 B

A1.2 C

A1.2 D

A1.2 E

A1.2 F

A1.2 G

A1.2 I

A1.2 J

A1.2 K

A1.2 M

STORAGE

KITCHEN

STORAGE

212A

PAVILION

A2.1 2A & B

O.A. SHAFT

A3.3

A1.2 H

A1.2 L

CLOSET

280A

A3.1

A3.2

CHILDREN'S

COLLECTION

WOMEN

MEN

GENERAL

READING

A3.1

PN-1

PN-2

PN-3

PN-4

PN-5

PN-6

PN-1

A1.2

F1 ABOVE

A4.1

2 SIM

A4.1

2 3

B.3

B.7

2.3 2.7

7'-41 2" 8" 6'-2" 8" 7'-41

2"61 2"

61 2" 7'

-4 1 2"

8" 6'

-2

8" 7'

-4 1 2"

61 2" 61 2"

61 2"

OPERABLE WINDOW

4 EACH

A4.1 2A

PN-1

2.3

B.7

O.A. SHAFT

1'- 0"

3'-

7'- 6"

3'-

7'-6"

WALL FOOTING -

TOP OF FOOTING

= TOP OF EXISTING BASEMENT WALL FOOTING

-VERIFY 8" BFF.

THICKNESS & REBAR PER STRUCTURAL ENGINEER.

HELICAL PIERS - SPACING &

QUANTITY BY PIER

ENGINEER/CONTRACTOR, TYPICAL

EDGE OF EXISTING

SLAB ABOVE

1A A1.4

C.2

A3.3

MECH./

ELECT. RM.

DEMO LOUVER - FILL WITH

REINFORCED CONC, WTRPFG &

PROTECTION BD

FOUNDATION WALL- DIMENSIONS &

REBAR PER STRUCTURAL ENGINEER.

BASEMENT

CLASSROOM

FACE O

EXISTIN

FDN W

ALL

FACE OF SOFFIT ABOVE

LADDER TO ROOF HATCH ABOVE

ROOF DRAIN LEADER TO SITE DRAINAGE PER

PLUMBING

ACCESS DOOR , 24 W X 36 H 18" AFF

INSULATED

FOUNDATION WALL BELOW

DEMO RADIUS BRICK - TOOTH IN NEW BRICK

TO FLUSH WITH NEW PIER - MAINTAIN 1"

EXPANSION JOINT

PN-1

PN-2

PN-3

PN-4

PN-5

PN-6

PLAN NOTES

TOW

PAVILION FLOOR PLAN

1/4" = 1' - 0"

A1.1

PAVILION

FLOOR PLAN

& BASEMENT

BASEMENT FLOOR PLAN

1/4" = 1' - 0"

CLERESTORY PLAN

1/4" = 1' - 0"

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

3" 3"

1'-0"

1' -0

1'-0"

2'-8"

2" 1'-9" 51 2"

1' -0

1' -2

FOS FOS

2' -0

1' -8

-0

EXP JT 3'-0"

1' -0

-0

11"

2'-2"

1'-75 8"

1' -7

5 8"

STORAGE

8" 5

6" 4"5

RETURN AIR SHAFT

KITCHEN

OA SHAFT

STORAGE

CLOSET

FOS

1'-0"

2' -1

EXP JT

OA SHAFT

EXP JT

STORAGE

KITCHEN

1'-75 8"

1' -7

5 8"

KITCHEN

C.8

1' -9

ROOF

51 2"

1' -5

1 2"

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

A1.2

PAVILION

PLAN

DETAILS

21 42.3

B C D

B.7

J M

2.2

PAVILION PLAN DETAILS

3/4" = 1' - 0"

COL C =

C OF STOREFRONT

FLOOR TILE B

CONCRETE FINISH A

CONCRETE FINISH B

FLOOR TILE A

RETURN AIR GRILLE

BRICK VENEER ANCHOR TO 3 5/8"

METAL STUDS +

1/2" GYP SHEATHING

& 4" BATT INSULATION

ALUM COMPOSITE

WALL PANEL TO 2 X

WOOD BLKG

STEEL COLUMN PER

STRUCTURE

ENTRY DOOR PER

SCHEDULE A2.1

STEEL COLUMN PER

STRUCTURE

DOWNSPOUT -

CONNECT TO UG

STORM LINE

BRICK VENEER- ANCHOR TO

STEEL COLUMN

6" MTL STUDS @ 16" OC.

TO BEAM ABOVE W/ 6"

BATT INSULATION

EDGE BEAD + 1/4" SEALANT JT

3/4" PLYWD TO MTL STUDS

SHAFT WALL

3/4" PLYWD TO 6"

MTL STUDS @ 16" OC

5/8" GYP BD TO MTL

STUDS

ROOF DRAIN

1" EXP. JT

EXISTING BRICK WALL

5/8" GYP BD TO MTL STUDS

EXISTING WALLS

TO REMAIN

1" EXP. JT

6" MTL STUDS W/ 5/8"

GYP BD BOTH SIDES

+ 6" BATT INSULATION

EDGE BEAD + 1/4" SEALANT JT

PRECAST CONC CAP &

FACE OF BRICK BELOW

FACE OF WALL ABOVE THE

PRECAST CAP

1/4" SEALANT JT

ABOVE F

FACE OF SOFFIT

ABOVE

FACE OF SOFFIT

ABOVE

PN-6/A1.1

CONCRETE

FINISH B

1/2" CONSTRUCTION JT

RE: A1.0 LOCATION PLAN

ALUM COMPOSITE

WALL PANEL TO 2 X

WOOD BLKG

ANCHOR ALUM FRAME

TO WD BLKG & WD

BLKG TO TS3X3

EDGE BEAD + 1/4" SEALANT JT

6"MTL STUDS @ 24" OC W/ 1/2" GYP

SHEATHING & HARDI 6" LAP SIDING

& R-19 BATT INSULATION

6"MTL STUDS @ 16" OC W/

3/4" PLYWD & 5/8" GYP BD

6" MTL STUDS @ 16" OC W/ 3/4"

PLYWD & 5/8" GYP BD

R-19 BATT INSULATION,

1/2" GYP SHEATHING

+ HARDI 6" LAP SIDING

ALUM COMPOSITE PANEL ABOVE

NEW ROOF

A3.1

A3.2

A3.3

O O

EXISTING GUTTER

TO REMAIN

FACE OF EXISTING

PRE-CAST

END WALL LOW ROOF

TO HIGH ROOF

STANDING SEAM METAL

ROOF TO MATCH EXISTING

HVAC UNIT PER MECH

MEMBRANE ROOF

HVAC PER MECH

MEMBRANE

ROOF

EXISTING GUTTER & DS TO REMAIN

FACE OF EXISTING PRE-CAST

STANDING SEAM METAL

ROOF TO MATCH EXISTING

OUTSIDE AIR CHASE W/

MEMBRANE ROOF

RN-1

HVAC HUMIDITY

CONTROL UNIT

PER MECH

1" EXP JT

1" EXP JT, CONT.

WALL BELOW

DSS

DSR

A3.3

A3.2

WALL BELOW

A3.2

A3.3

A1.3

SUPPLY DUCT ABOVE

THE CEILING

DUCT BELOW THE ROOF

A1.3

RN-1A3.3

HVAC PER MECH

EXISTING STANDING SEAM

METAL ROOF EXISTING

RN-1

A3.1

10"

OFD

A1.3

5 OH

EXIST. RAMP DN

1:12

LOBBY

DEMO SOFFIT ABOVE

DEMO LOUVER BELOW

DEMO PRECAST, WALL &

STOREFRONT FOR NEW DOOR

CLOSET

DEMO WALL & CHASE

FOR NEW DOOR

STORY

HOUR

STORAGE

PROJECTION

ROOM

MULTI-PURPOSE

ROOM

DEMO PORCH

& TREE,

DEMO PAD & RELOCATE

CONDENSER PER HVAC

A3.1

5A SIM

DOWNSPOUT TO

EXISTING WALL

WALL CAP

FLASHING

1" EXPANSION JT

EXISTING ROOF & GUTTER

1'-8"1"

LEGEND

ROOF HIGH POINT

ROOF DRAIN

ROOF HATCH

OVERFLOW ROOF DRAIN, RE PLUMBING FOR DETAILS

DOWNSPOUT WITH SPLASH BLOCK

DOWNSPOUT TIE INTO SUB-SURFACE DRAIN

OFD

DSR

DSS

REMOVE GUTTER & DOWNSPOUT

PREPARE METAL ROOF TO

MEMBRANE ROOF TRANSITION

GUTTER SIZE 3 /A4.1

DOWNSPOUT NEW

DOWNSPOUT EXISTING

1" EXPANSION JOINT

RN-1

TOS VARIES

2' -0

1'-8"

10'-8"

10'-0"

1" EXP JT & FLASHING

TO EXISTING, CONT.

EXISTING PRECAST

FASCIA & BRICK VENEER

WALL CAP FLASHING

4'-7"

11'-4"

TOS

1'-0"

2' -8

METAL ROOF FLASHING

1" 1 2"

3 TYPICAL SOFFIT

& FASCIAA4.1

MEMBRANE ROOF ,

POLYISO & PLYWD

DECK

OVERFLOW DRAIN

PER PLUMBING

METAL COUNTER

FLASHING

5" M

ROOF HIGH POINT

ROOF PLAN

1/8" = 1' - 0" A1.3

DEMO PLAN

ROOF PLAN

DEMO PLAN - EAST YARD

1/8" = 1' - 0"

WEST YARD

DEMO PLAN

3/4" = 1' - 0"

PLAN @ ROOF

KNEE WALL5

3/4" = 1' - 0"

SECTION @ ROOF

KNEE WALL6

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

3/4" = 1' - 0"

SECTION @ OVERFLOW4

DN-1 THRESHOLD & WEATHERSTRIPPING

DN-2 KEYPAD OR CARD READER PER OWNER

WIDTH

MARK FRAME

DOOR SCHEDULE

MATLHGT THK TYPE

DOOR

SIZE FIRE

RATING NOTES

KEYED DOOR NOTES

PR 3'-0" HMFWD1 3/4"

PR 3'-0" ALUMGALUM1 3/4"7'-0"

ALL FRAMES SHALL BE CAULKED CONTINUOUSLY ON ALL SIDES TO THE WALL & FLOOR.

NON-RATED DOORS SHALL BE UNDERCUT 3/4".

ALL THRESHOLDS SHALL CONFORM TO THE REQUIREMENTS OF THE 2009 ANSI A117.1

HANDICAP CODE AND THE AMERICANS WITH DISABILITIES ACT.

THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT

DOCUMENTS AND THIS SCHEDULE AND SHALL REPORT AT ONCE TO THE ARCHITECT ANY

ERROR, INCONSISTENCY OR OMISSION THAT HE MAY DISCOVER.

ALL GLAZING IN INTERIOR DOORS & FRAMES TO BE 1/4" TEMPERED, CLEAR GLASS

UNLESS NOTED OTHERWISE.

ALL WOOD DOORS TO BE STAIN GRADE SOLID CORE WITH LIFETIME WARRANTY. WOOD

SPECIES UNIFORM LIGHT BIRCH. COMPLY WITH AWI QUALITY STANDARDS FOR PREMIUM

GRADE,

LOCKSET STYLE & FUNCTION TO BE CONFIRMED BY OWNER

GENERAL DOOR NOTES

HARDWARE SCHEDULE

STOREROOM LOCK, CLOSER

DESCRIPTION

SET

OFFICE LOCK

RM # WALLS

ROOM FINISH SCHEDULE

FLOORROOM NAME

BASE REMARKSCEILING

GYP

F N-1

F N-2

KEYED ROOM FINISH NOTES

ALL HDWE BY DOOR MFR

PAVILION

HMF

3'-0" WD1 3/4"7'-0"

3'-0" HM1 3/4"7'-0"

3'-0" WD1 3/4"7'-0"

7'-0"

ALL LOCK SETS & LATCH SETS ARE LEVER HANDLE

ALL DOORS: 1 1/2 PAIR BALL BEARING BUTT HINGES

& SILENCERS

ALL EXTERIOR DOORS : THRESHOLDS &

WEATHERSTRIPPING, CLOSERS

MASTER KEY ALL LOCK SETS & CYLINDERS WITH

EXISTING LIBRARY

HARDWARE NOTES

WOOD/GYP

KITCHEN GRADE 2 X 2 LAY-IN CEILING TILE

PAINT ALL EXPOSED STRUCTURE ABOVE - WHITE SEMI-GLOSS

PR 3'-0" ALUMGALUM1 3/4"7'-0"

CER

281 GYPSTORAGE EXPVCT

280 GYPKITCHEN AC TILECER

212 A GYPSTORAGE GYP CPT

CER

VINYL

ALL NEW INTERIOR PARTITIONS TO BE TYPE "A" UNLESS NOTED OTHERWISE.

PROVIDE DOUBLE STUDS MINIMUM AT EACH SIDE OF ALL NEW DOOR OPENINGS.

PROVIDE SOUND ATTENUATION BLANKETS FULL HEIGHT OF STUDS AT KITCHEN

REFERENCE FLOOR PLAN FOR ADDITIONAL COMMENTS.

ONE LAYER 5/8" G.W.B. EACH SIDE OF 3 5/8" METAL

STUDS @ 16" O.C. UNLESS NOTED OTHERWISE.

PARTITION NOTES

PARTITION SCHEDULE

FN-1

FN-2

DN-1

1F/A2.1

1E/A2.1

13 PR 3'-0" HMFWD1 3/4"7'-0"

DN-2

1/4" = 1' - 0"

FLUSH DOOR

DOOR W/ 3X33

WINDOW

NOTE: ALL GLASS TO BE 1/4" CLEAR

TEMPERED UNLESS NOTED OTHERWISE.

DIMENSIONS BY

DOOR MFR

GLASS DOOR

DOOR TYPES

3" 31 2"

5" 2'

-8

1' -0

2.2

1"EXP JT

SHAFT

KN-A

KN-G

KN-H

KN-C

KN-B

KN-D,E

KN-A

KN-K

KN-I

KN-F

KN-K

KN-L

KN-P

KN-Q

KN-A

KN-K

KN-N

RETURN

AIR CHASE

CLOSET

280A

KN-M

3' -0

-6

2' -0

-6

3' -0

-0

1' -6

-6

MAX. FOOD PREP SPACE,

AND POWER OUTLETS

DOOR LOCK

3-COMPARTMENT SINK

REFRIGERATOR

FREEZER

DRIP COFFEE & KEURIG

DISHWASHER

ICE MACHINE, UNDER-COUNTER

UTILITY CART, SHELVING BY OWNER

ADA ACCESSIBLE

CABINETS - UPPER & LOWER

ELECTRIC STOVE, 30" WIDE, 4 BURNER

WALL CLOCK

ANSUL FIRE SUPPRESSION IN CABINET

ALL FINISH SELECTION BY OWNER :

FLOOR - VINYL TILE

BASE - 4" VINYL

WALLS- WATER RESISTANT GYP BD,

W/ SEMI-GLOSS PAINT

CEILING- VINYL WRAPPED GYP BD

BASE & WALL CABINET FACE -

COUNTER TOP, 4" SPLASH

MICROWAVE - ON DEDICATED CIRCUIT

PAPER TOWEL DISPENSER

KN-A

KN-B

KN-C

KN-D

KN-E

KN-F

KN-G

KN-H

KN-I

KN-J

KN-K

KN-L

KN-M

KN-N

KN-O

KN-P

KN-Q

KITCHEN NOTES

ALL KITCHEN EQUIPMENT SELECTION AND

LAYOUT IS PROVIDED BY THE LIBRARY

6'-4" 2" 2"

6"6"4" 4"

THROUGHOUT

2'-9" 2'-9" 2'-9" 2" 2"2" 2"

8'-11"

THROUGHOUT

7'-41 4"

2' -6

" 6'-13 4" 7'-41

4"81 4" 81

THROUGHOUT

2'-9"

7' -0

2'-9" 2'-9" 2" 2"

2' -8

8' -0

2" 2" 8'-11"

THROUGHOUT

2" 8"

3'-

CLE

AR W

BELO

W 4'-1"

'-4

1 2"

2.2

1"EXP JT

SHAFT 6"

1' -9

6'-11"

5'- 4"

4'-0"4'-8" 6'-10"

2'-81 2" 5'-9"

3'-

RETURN

AIR CHASE

CLOSET

280A

1'-

7' -0

2" 6'-0"

A 8' -0

7' -0

8" 2"

6" 2'

-2

11'-4"

FIELD VERIFY W/ EXISTING CONDITIONS

2" 6'-0"

3" 3"

THROUGHOUT

GLASS SCHEDULE

CLEAR , INSULATED, TEMPERED

TINTED, INSULATED , TEMPERED

CLEAR , INSULATED, ANNEALED

ALL GLASS IS TO BE IN ACCORDANCE WITH

CPSC FOR SAFETY GLASS

FRAME

DOOR-SEE SCHEDULE

HOLLOW METAL

DOOR FRAME ANCHOR

METAL STUD

5/8" GYP. BD. ON

(SEE PARTITION TYPES)

REF STRUCTURAL FOR

METAL FRAME STUDS

& HEADER

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

A2.1

SCHEDULES &

DETAILS

KITCHEN PLAN

STOREFRONT DETAILS

1/4" = 1' - 0"

1B 1C

EQUIPMENT PLAN

1/4" = 1' - 0"

3A 3B

3CKITCHEN ELEVATIONS

1/4" = 1' - 0"

LAYOUT PLAN

1/4" = 1' - 0"

REF. 3/A1.1 FOR

LOCATION OF

OPERABLE WINDOWS

1E 1F

REFER TO FLOOR

PLANS FOR DIMENSIONS

HM FRAME

1 1/2" = 1' - 0"

8' -0

19'-013 16"

'-4

-6

A3.2

RE: PN-6/A1.01

PAVILION FIN FLR

796.0

FIN GRADE

790.0 A3.1

4C S1.0B

2'-0"

1'-1"2"

7" 10"7"

6" 4"

PAVILION

FIN FLR

796.0'

2" 1"

4' -0

2'-3"

2'-0"

2'-3"

5" 1'-0"

RETAINING WALL,

BACKFILL & DRAINAGE

PER STRUCTURE S1.0B

RETAINING WALL & FOOTING

PER STRUCTURE S1.0A

PRE-CAST CONCRETE

COPING W/ ANCHOR

PER MFR

PRE-CAST CONCRETE

CAP W/ ANCHOR PER MFR

LIGHT POLE W/ BASE PLATE TO

CONCRETE PIER PER MFR

GUARD RAIL W/ ANCHOR TO

PRECAST COPING PER MFR

CONCRETE PIER TYPICAL

795.0'

9' -4

TOP OF CONC

3' -2

LIGHT POLE W/ ANCHOR TO

CONCRETE PIER PER MFR

5' -0

POWER RECEPTACLE &

SPEAKER PER ELECTRICAL

1' -6

1/2" SEALANT JT

W/ BACKER ROD TYPICAL

1/2" SEALANT JT W/ BACKER

ROD @ LIGHT POLE

PRE-CAST CAP

LIGHT POLE NO LIGHT POLE

VERIFY ALL

DIMENSIONS WITH

LIGHT POLE MFR

CONCRETE PIER TYPICAL

PATIO SIDE

GROUT FILL CONT.

TO WEEPS @ 24"OC.

8' -0

A3.2

43 8" 8"

1'-2"

2' -0

2'-0"

FACE OF MASONRY

PIER ABOVE

5 8"

1' -2

LIGHT POST BASE 6 1/2" x 9"

PLATE @ TOP OF PIER

CONCRETE PIER TYPICAL

CENTER LIGHT POST ABOVE

= CENTER MASONRY

FACE OF MASONRY ABOVE

1/2" EXP CONTROL JT

FACE OF CONCRETE PIER

ABOVE PATIO TO 800.0'

5" 5"

CENTER LIGHT POST

= CENTER MASONRY ABOVE

FACE OF CONC. BELOW

CAST IN PLACE DOVE-TAIL SLOT

FULL HEIGHT @ 32" OC.

SET GALV. ANCHORS @ 2'-0" FULL LENGTH

OF THE WALL

3' -6

6'-3" 8'-9"

1'-3"

8'-43 4"

3' -6

9' -4

4' -0

13 4"

1'-3" 9'-6" 9'-6"

8'-43 4"1'-0"

PAVILION

FIN FLR

9'-6" 9'-6"

10"5"

5'-4"

7'-10"+/-

VARIES VARIES

3' -6

3" 4"

TYP.

4"4"

3'-0" 3" 3'-0"

1 1/2" DIAM TOP & BOT

STEEL RAIL W/ 3/4 " SQ

PICKETS

1 1/2" DIAM. STEEL POST

PRE-CAST CONC CAP A3.1

BUILDING

ELEVATIONS

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

NORTH ELEVATION

1/8" = 1' - 0"

WEST ELEVATION

1/8" = 1' - 0"

EAST ELEVATION

1/8" = 1' - 0"

PATIO WALL SECTION4C

4A PLAN

GUARD RAIL DETAILS

1/4" = 1' - 0"

5A 5BWEST GATE GUARD RAIL , TYP.

PIER DETAILS

3/4" = 1' - 0"

4B ELEVATION @ TYPICAL PIER

REFER TO PATIO LOCATION PLAN

A1.0 FOR LIGHT POLE LOCATIONS

8'-3"6'-10"8'-3"

4'-2" 4'-2"23'-4"

8" LT GA JOIST

8' -0

'-8

12'-111 2"

A4.1

2 3

STORAGE

A4.1

3 OH

EXISTING ROOF TO REMAIN

2' -8

4'-7"

A3.2

3 1/4+

EXIT

WOOD DECK & TRIM

PENDANT LIGHT FIXTURE

HVAC DUCT

TOS

11'-4"

TOS

16'-2"

TOS

19'-10"

3' -8

-1 0"

'-4

'-6

24 3

8' -0

11'-8" 11'-8"

'-4

OUTSIDE AIR

CHASE BEYOND

4'-7"

12'-111 2"

GRADE BEAM, VAPOR BARRIER &

STONE DRAINAGE PER STRUCTURE

PIER CAP BEYOND

STORAGE

A3.2

3 1/4+

WALL MOUNTED

TRACK LIGHT

ACCENT LIGHT

TOS

19'-10"

GALLERY TRACK

6" TILE BASE

6" PRE-CAST

CONC CAP

6" WOOD TRIM

4'-2" 4'-2"

WOOD TRIM

A1.2 F

A1.2 F1

7' -6

PROJECTOR SCREEN

PROJECTOR

RETURN AIR

GRILLE PER MECH

4' -0

4'-7"

'-1

8' -0

'-4

8'-3"6'-10"8'-3"

'-1

23'-4"

'-6

12'-111 2"

BCD A

TOS

10'-0"

4'-7"

RETURN AIR DUCT

BEYOND

SUPPLY DUCT

W8 PER STRUCTURE

HVAC PER MECH.

TOS

10'-8"

KITCHEN

3 1/4+

STORAGE

212A

NEW MASONRY

OPENING

EXISTING

MASONRY

WALL BEYOND

FIN CLG

4' -0

-6

GALLERY

TRACK

WOOD TRIM

PROJECTION

SCREEN

8' -0

-0

D.2

GALLERY

TRACK

C.8

6" 1'-8" 1'-9"

11'-2"1'-8"

3'-11"

FIELD VERIFY WITH

DUCT LAYOUT

HVAC DUCT

PENDANT LIGHT

GRADE BEAMS

PER STRUCTURE

3' -2

A4.3

A1.2 F1

A1.2 F

4'-2" 4'-2"

7' -0

B C D

A4.1

TOS

10'-8"

A4.3

A3.2

EXIT

12'-111 2"

HVAC DUCT &

DIFFUSER

PENDANT STRIP LIGHT

D.2

8' -7

"9' -9

9' -3

"10 '-9

C.8

R VALUES - ROOF = R 30:

WOOD DECK = 2.5" X 1.4/ IN = R 3.5

(3 X 6 T & G SYP #2 )

POLYISO = 4" X 6.6 /IN = R 26.5

R 30

METAL ROOF SUPPORT AS REQUIRED

BY METAL ROOF MFR - REF PROJECT

MANUAL FOR WIND UPLIFT REQTS

3/4" PLYWD DECK TO ROOF SUPPORT

ROOF BEAM PER

STRUCTURAL

STANDING SEAM METAL ROOF TO MATCH EXISTING

A3.2

BUILDING

SECTIONS

BUILDING SECTION @ LOW ROOF

1/4" = 1' - 0"

BUILDING SECTION

1/4" = 1' - 0" SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

BUILDING SECTION

1/4" = 1' - 0"

BUILDING SECTION @ LOW ROOF

1/4" = 1' - 0"

TYP. ROOF ASSEMBLY

3/4" = 1' - 0"

BEAM PER STRUCTURE

WOOD TRIM

GYP BD TO 2X WOOD BLKG

WOOD TRIM

LIGHT FIXTURE PER ELECTRICAL

8' -0

-4

A4.2

RETURN AIR CHASE

3 1/4+

2 3 4

A4.1

8' -0

AIR CHASE

RETURN

KITCHEN

'-0

RETURN DUCT BEYOND

SUPPLY DUCT

A3.2

A4.1

TOS

19'-10"

TOS

16'-2"

12'-111 2"

413 16 " 1'

-5 7 16

"111 16 " 8"

A4.2

AIR CHASE

OUTSIDE

STORAGE

MECHANICAL ROOM

EXISTING

TOILETS

EXISTING

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

A3.3

BUILDING

SECTIONS

BUILDING SECTION

1/4" = 1' - 0"

5 BUILDING SECTION

1/4" = 1' - 0"

BUILDING

SECTION

10'-8"

10'-0"

EXISTING ROOF , GUTTER &

DOWNSPOUTS TO REMAIN

MEMBRANE ROOF , POLYISO &

5/8" PLYWD DECK

1" EXP JT & FLASHING TO EXISTING,

PER ROOFING CONTRACTOR

PRESSURE WASH EXISTING

MASONRY & PRE-CAST

CONCRETE TO REMAIN

1/2" EXP JT FILLER

4" BASE PER FINISH SCHEDULE

STORAGE

8" LT GA JOIST

8" 2'

-4

EXISTING FINISH GRADE

3 X 6 T&G WOOD DECK ON STEEL

BEAMS PER STRUCTURAL

1X WOOD TRIM TO WOOD BLKG

METAL ROOF , STANDING SEAM

TO METAL FURRING CLIPS PER

ROOFING CONTRACTOR

STEEL BEAM PER STRUCTURE

SOLID SURFACE WINDOW STOOL

W/ PAINTED WOOD TRIM

ALUM WINDOW

ALUM CLAD PANEL

LIGHT FIXTURE PER ELECTRICAL

PAINTED WOOD TRIM & GALLERY TRIM

TO 3WOOD BLKG

8'-0" AFF

1/2" SHEATHING

ALUM COUNTER FLASHING

TO 2 X 6 STUDS

MEMBRANE ROOF FLASHING

R-19 FOIL FACED BATT INSULATION FIT

SNUG BETWEEN STUDS & PLATES

ROOF HATCH

2X6 WD STUDS @ 16" OC

W/ 5/8" GYP BD

2X6 WD STUDS @ 16" OC W/

5/8" GYP BD + R-19 BATT INSULATION

5/8' PLYWD TO WOOD STUDS +

5/8" GYP BD FINISH

8" CER TILE BASE SET IN SEALANT TO

THE FLOOR TILE & ADHESIVE TO PLWD

GALLERY REVEAL WITH HANGERS

GRADE BEAM, VAPOR BARRIER &

STONE DRAINAGE PER STRUCTURE

EDGE BEAD + SEALANT

A3.2 1A

C4 TO STEEL RAFTER

& TS BEAM

EIFS SOFFIT TO 2

X 4 CONT.

EXISTING ROOF TO REMAIN

TOS

10'-8"

PRE-FINISHED

METAL FLASHING

TOS

19'-10"

WF 14 PER STRUCTURAL

CONTROLLED FILL

PIER CAP BEYOND

CEMENTITIOUS LAP SIDING TO 2X 6

STUDS @ 24" OC

A1.2 F1

TOS

16'-2"

4'-2"

BRICK SOLDIER COURSE

@ ALL BRICK COLUMNS

SOFFIT VENT, CONT.

'-8

4'-7"

8" 2 12 "

8' -0

W F8

11'-4"

TOS

3 X 6 T&G ROOF DECK

ON 2X SLEEPERS ON W8

WOOD TRIM

W 8 BEAM PER

STRUCTURE

5/8" GYP BD TO 2 X

HVAC DUCT & DIFFUSER

PER MECHANICAL

1" EIFS + 1/2" DENS GLAS

+ 6" MTL STUDS @ 16" OC.

+ 6" FOIL FACE INSULATION

1'-0"

1/4"/FT

1'-0"

SOFFIT LIGHT

2' -8

MASONRY PIER BEYOND

ALUMINUM STOREFRONT

2 X 4 BRACE TO STUDS @ 32" OC.

METAL ROOF AND SUPPORT

AS REQUIRED BY METAL

ROOF SUPPLIER

EIFS SOFFIT TO WD BLKG

1" 2"

DOOR / WINDOW HEADER

PER STRUCTURAL

W 8 BEAM

W/ WOOD TRIM

C4 SPLICE TO W8 BEAM & BOLT TO W16

WOOD TRIM

CONCRETE

FINISH A

CONCRETE

FINISH B

SLOPE PER GRADING PLAN

SOFFIT VENT, CONT.

GENERAL CONTRACTOR

VERIFY FRAMING TO ALIGN

NEW GUTTER WITH EXISTING

ALUM COMPOSITE WRAP

ON PST WOOD BLKG W/

1/2" REVEALS

STEEL COLUMN PER

STRUCTURAL

WINDOW TO WOOD BLKG

COL.

WINDOW STOOL

1' -5

1 2"

1'-51 2"

SEALANT JOINT

EXISTING ROOF TO REMAIN

7" 3 4"

5" 3 4"

PRE-FINISHED

METAL FLASHING

INTO GUTTER

PRE-FINISHED METAL

FLASHING W/ DRIP EDGE

3 4"

2 10

2 8

5 8"

3" 91 4"

MINIMUM GUTTER SIZE

100 YEAR = 10" / HOUR

= 120 SF / Sq Inch GUTTER 800 SF = 7 Sq Inches MIN.

THRESHOLD-

TILE TO CONCRETE

CERAMIC TILE

A4.1

WALL SECTIONS

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

SECTION @ EXISTING BUILDING

3/4 = 1' - 0"

1 SECTION @ CLERESTORY

3/4 = 1' - 0"

2 SECTION @ EXTERIOR WALL

3/4 = 1' - 0"

COLUMN PLAN

3/4 = 1' - 0"

CLERESTORY

2/A3.2 2/A3.2 4/A3.2

1 1/2" = 1' - 0" 3B

LOW ROOF

GUTTER, TYP.

1 1/2" = 1' - 0" 3C

HIGH ROOF

GUTTER, TYP.

1 1/2" = 1' - 0" 3A

LOWER FASCIA,

UPPER FASCIA, SIM

3A A4.1

SEAL EXISTING DUCT TO

REMAINING OPENING

WATERPROOFING THROUGH

KEYWAY WITH WATER STOP

WALL FOOTING DESIGNED

BY STRUCTURAL ENGINEER

FOOTING DRAIN PER PLUMBING

EXISTING FINISH GRADE

EXISTING OUTSIDE AIR

DUCT TO REMAIN

WATERPROOFING &

PROTECTION BD

DRAIN OA CHASE PER PLUMBING

EXISTING PIER

FOOTING BEYOND

REMOVE EXISTING

LOUVER

EXISTING MECH

ROOM

LOUVER PER MECH.

DEMO EXISTING ROOF & SOFFIT

NEW ROOF WITH CRICKET -

TIE INTO EXISTING ROOF & 1"

EXPANSION JT TO NEW CHASE

STORAGE

3' -4

-3

6" MTL STUDS @ 16" OC,

EIFS + 1/2" GYP SHEATHING

11 2"

TOS

17'-3"

TOS

10'-8"

12 1/2

81 2" M

2' -6

11 2"

'-3

2' -6

TOS

14'-0"

OUTSIDE AIR

SHAFT

METAL FLASHING

+ PST WOOD BLKG

1/2" GYP SHEATHING

STORAGE

W8 X 21

A4.1

EXISTING ROOF TO REMAIN

NEW ROOF CRICKET

ROOF FLASHING

EXP JOINT COVER

REMOVE EXISTING

GUTTER & DS

TOS

10'-8"

REMOVE EXISTING LOUVER

& FILL WITH 8" CMU A

WATERPROOFING & PROTECTION

BOARD - TIE INTO EXISTING

NEW WALL FOOTING

PER STRUCTURAL

FOUNDATION

WALL BEYOND

GRADE BEAM ABOVE

PER STRUCTURE

FOUNDATION WALL SPREADS

AT THE COLUMN

FOOTING DRAIN & FLOOR

DRAIN PER PLUMBING

A4.2

WALL SECTIONS

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

SECTION @ OUTSIDE AIR SHAFT

3/4" = 1' - 0"

1 SECTION @ EXISTING MECHANICAL ROOM

3/4" = 1' - 0"

2 7/A3.3 6/A3.3

MEMBRANE ROOF + ROOF

FRAMING PER STRUCTURE

BEAM PER STRUCTURE

METAL FLASHING

METAL FLASHING INTO

GUTTER ON PST WOOD BLKG

TOS

17'-3"

MEMBRANE ROOF

OVER METAL FLASHING

METAL FLASHING +

PST WOOD BLKG

BEAM PER STRUCTURE

EXP JT

A1.3

8' -0

PRE-FINISHED CAP FLASHING

HARDI LAP SIDING + VAPOR BARRIER

+1/2" SHEATHING + 6" MTL STUDS @ 16" OC.

MEMBRANE ROOF + 5" RIGID

INSULATION + 1/2" PLYWOOD DECK + 8"

METAL JOISTS PER STRUCTURAL

5/8" GYP BD CEILING TO 3 5/8"

METAL FRAMING

6" TOP TRACK BEYOND

2' -0

METAL FLASHING

DEMO WALL & PRECAST

RE-SURFACE EXISTING SLAB

PER FINISH SCHEDULE

NEW STOREFRONT

RE-USE EXISTING

STOREFRONT SUPPORT

EXISTING PRE-CAST

SPANDREL TO REMAIN

8" LT GAGE FRAMING PER

STRUCTURAL

HVAC DUCT TRANSITION TO SPIROL

A4.1

TOS

10'-8"

1'-8"

1/2" EXPANSION CONTROL JT

C C.8 D D.2

1" EXP. JT.

REMOVE EXISTING GUTTER & DS

EXTEND FLASHING UNDER EXISTING METAL

ROOF AS REQUIRED BY MFR'S WARRANTY

MEMBRANE ROOF

8" RIM JOIST PER STRUCTURE

GRADE BEAMS

PER STRUCTURE

COLUMN PER STRUCTURE

INSIDE THE PARTITION

1/2" EXPANSION CONTROL JOINT

STORAGE

212A

KITCHEN

EXISTING MECH

ROOM

DD.2

A4.3

WALL SECTIONS

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

SECTION @ EXISTING READING ROOM

3/4" = 1' - 0"

4/A3.2

SECTION @ KITCHEN

3/4" = 1' - 0"

3/A3.2

LIGHTING HVAC LEGEND

RECESSED SOFFIT LIGHT

RBG-W STRIP

TRACK LIGHT

ARC SERIES

RECESSED TROFFER, 2 X 4

SURFACE MOUNTED TROFFER

SURFACE MOUNTED 6" X 13' X 1/2"

UP-LIGHT WALL MOUNTED

HVAC LINEAR DIFFUSER

4" PENDANT

TOP OF STEEL

ROOM FINISH NOTES

WALL FINISH - GYP BD WITH SKIM COAT,

I.E., LEVEL 5 FINISH

CEILING FINISH TO MATCH EXISTING LIBRARY

a. EXPOSED STRUCTURE, LIGHT COLOR

(GYP ENCASED W/ PAINTED WOOD TRIM)

b. EXPOSED ROOF DECK 3 X 6, T & G

STAINED, LIGHTER THAN EXISTING

GYP BD CEILING ON MTL STUD FRAMING

EXPOSED ROOF STRUCTURE-PAINT DECK & STRUCTURE

SOFFIT VENT, CONT. RE 3/A4.1

SPIROL HVAC SUPPLY DUCT

10'-4"

A3.1

A3.2

A3.3

A3.1

BIG ASS FAN

10'-8"

8'-0"

9'-2"

8'-0"

9'-2"

2.2

B.7

B.3

B.7

2.3 2.7

2 3 41

C B

C BEAM ABOVEL

C.8

A3.2

FACE OF EXISTING

PRE-CAST SPANDREL

1" EXP JT

8'-0"

21'-8"

A3.3

A3.2

A3.3

8'-0"

10'-8"8'-0"

CONTROL JOINT , TYP

GUTTER & DS

8'-0"

GUTTER & DS

CONTROL JOINT , TYP

5 5

7'-10"

REFLECTED CEILING PLAN

1/4" = 1' - 0"

REFLECTED

CEILING

PLAN

A6.1

SHEET NO.

DRAWING TITLE

20 OCT 25

JOB NO.

REVISIONS

DRAWN BY

DATE

KM / JCK

O N, G A

G P

W H

C O

U N

E #3

20 OCT 25

A3.3

Reading Pavilion A0.1

A0.1 3

Reading Pavilion A0.2

A0.1 3

Reading Pavilion A1.0

A 1.0 3

Reading Pavilion A1.01

A 1.0 3

Reading Pavilion A1.1

A 1.0 3

Reading Pavilion A1.2

A1.2

Reading Pavilion A1.3

A 1.0 3

Reading Pavilion A2.1

A2.1

Reading Pavilion A3.1.

A3.1

Reading Pavilion A3.2.

A3.1

Reading Pavilion A3.3

A3.1

Reading Pavilion A4.1

A4.0

Reading Pavilion A4.2

A4.0

Reading Pavilion A4.3

A4.0

Reading Pavilion A6.0

A06.0 3

File details come from the government source that posted it. Updated Oct 27, 2025.