ABC Portfolio 2020 by Adam Cummins

ADAM B. CUMMINS, RA, MBA PROFESSIONAL PORTFOLIO acummins.arch@gmail.com 412.580.5856

Public Library of Steubenville & Jefferson County Main Library Addition

PROJECT ARCHITECT $4 million - Completed April 2019

MAIN LIBRARY ADDITION - PUBLIC LIBRARY OF STEUBENVILLE

$4 million May 2017 - April 2019 Commissioned by Andrew Carnegie in 1902, the Main Library of Steubenville, OH, is one of the cities most historic buildings. However, with age comes growing pains, and in 2017 we began designing an addition to the library to finally make the library accessible to all. The program needed to include an elevator to connect all floors of the building and the addition. A community room with the flexibility to host many functions. A childrenâ&#x20AC;&#x2122;s reading room. Reconfiguration of the existing basement into Library staff offices and an additional garage area for the library systems maintenance staff. At around 8,000 sf, the addition nearly doubled the area of the original structure. Massing, partie, and materiality were of the upmost concern during design as the building is on the registry of historic buildings. The addition needed to be architecturally sympathetic and refferential to the old building, while also having an identity as the buildingâ&#x20AC;&#x2122;s new entrance and face to invite the public. Role: Project Architect from DD-Closeout. Worked with Library Staff and Board of Directors through design development by having design presentations and meetings with the aid of visualizations and renderings. Along with firm principal, developed and executed the CD set for public bid. Ran job meetings throughout entire CA phase and was main point of contact for contractor and owner.

MAIN LIBRARY ADDITION - PUBLIC LIBRARY OF STEUBENVILLE

116' - 11 1/4" 1 A-202

3.5

3.9

14' - 7 3/4"

+725.27

A-302

3 A-303

LOBBY STAIR 113

1' - 0" TYP

129/1 4' - 5"

4' - 6"

7 1/4"

MEETING/ CONFERENCE ROOM 128

14' - 0" +/-

WORK ROOM 125

DIRECTOR'S ALIGN OFFICE 130 16' - 10" +/-

17' - 4"

3' - 8" 5' - 4"

44' - 5 1/4"

3' - 8" 5' - 4"

A-101

VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

EXTERIOR CAST-IN-PLACE STAIR DETAIL SCALE: 1/4" = 1'-0"

3' - 8"

5' - 4"

2 A-101

27' - 1 1/4" TYP

1 A-201

C C.3

2' - 10 5/8"

1 A-203

CONTACT PERSON: ADAM B. CUMMINS

B.6

FFS 1' - 1 3/8"

7' - 4"

B.1

3' - 8" 2' - 0" 4 1/4"

7 1/4"

101/1

OPP

C.8 D

SEE 'C' DWGS FOR FENCE AND GATE DETAILS

STORAGE 115

118b/1

3 A-101

ALCOVE 118b

4 7/8"

STAFF LOUNGE 119

12' - 0"

ELECTRICAL/ MECHANICAL 124 124/1

TECH SERVICES 116

REF.

PASSAGE 118 121/1

120/1 2' - 0" UP

SUPPLY 126

A-301

115/1

EXIST. BREAKER BOX

+725.27

4 7/8" E1

5' - 4"

FENCE

RAMP DOWN

3' - 8"

3 A-303

EXP. JT.

127/1

1 A-311

+730.77

ALIGN

21' - 0"

BL2

130/1

4 7/8"

BL2

PASSAGE 132

CW1

PUBLIC RELATIONS 114

FINANCIAL OFFICE 129

5' - 4"

9' - 0"

13' - 10" +/-

4 7/8"

WALL MOUNTED HANDRAIL TO EXG WALL.

SUPPLY 127

16' - 4" +/-

1' - 0"

+723.52 UP

2 A-510

113/1

ALIGN ALIGN NEW WALL W/ SIDE OF EXISTING POCKET FRAME UNDER WINDOWS

101/2

4 1/4"

EXP. JT. OPP

EXIT VESTIBULE 101

1 A-311

19' - 1 1/8"

2 A-201

ENTRY 131

17' - 8" 27' - 5 3/8"

5 1/4"

FENCE

1' - 4 1/2"

4 1/4"

C.8

7' - 0"

105/1

LOBBY 102

105/2

1' - 1 3/4"

111/1 SEE 'C' DWGS FOR FENCE AND GATE DETAILS

9 1/4"

ARCHITECTS

SEE 'S' DWGS FOR STAIR CONSTRUCTION DETAIL.

4' - 11 1/4"

CARGO/ HOLDING 109

2 A-950

POST MOUNTED HANDRAIL. MOUNTED TO CONC. TREAD.

10' - 11 1/4"

C BLOCK 6' - 11 9/16" L

4 7/8"

16' - 10 5/8" R1

TOILET 104

ELEVATOR SHAFT 106

4" TYP.

OUTDOOR STORAGE 111

4 1/4"

104/1

TOILET 120

TECH SUPPLIES 117

8' - 9"

111/2

C 6' - 0"

11 1/4"

107/1

COMMUNITY ROOM 105

READING 103

5' - 4"

6' - 11"

7 TREADS @ 11" EACH

2' - 6"

CW2

12' - 8"

2' - 6"

9 1/4" 5' - 7 5/8"

112/2

FFS

109/1 E1

9' - 0"

CW2

7' - 0"

TYP 1' - 0"

10' - 8 3/4"

2' - 10 5/8"

11' - 5"

C.6

EXIT STAIR SEE A-501 FOR 112 ENLARGED STAIR PLAN 4 7/8" 15' - 11 1/2"

110/1

4' - 0"

4 7/8"

9 1/4"

10' - 0"

14' - 6 5/8"

110/2

ALCOVE 107

9' - 0"

BOOKMOBILE COLLECTION 108 1' - 0"

GARAGE 110

A-301

2 A-101

1' - 4 1/4"

4 1/4"

10' - 0"

SPLASH CURTAIN. BASIS-OF-DESIGN: Akon LLC Industrial Wash Bay Curtain w/ 2'-0" H VISION PANEL AND GALV. STEEL TRACK/HARDWARE

112/1

22' - 3 3/4"

108/1

2 A-202

3 A-311

1' - 6"

122/1

7' - 2"

TOILET 121

STORAGE 122

4 7/8" 5' - 11 5/8"

MECH 123

3 A-950

ALIGN NEW WALL W/ SIDE OF EXISTING POCKET FRAME UNDER WINDOWS

COORDINATE EXHAUST OPENING W/ 'H' DWGS.

GROUND FLOOR / ENTRY LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0"

D 1' - 9 3/8"

UTILITY FACE BRICK LINE OF WATER TABLE BELOW

2-PIECE MASONRY VENEER ANCHOR, TYP. SEALANT 2"

AIR SPACE

9 1/2"

1/2" SHEATHING

CFMF STRUCTURAL STEEL PER 'S' DWGS

ADDITIONS AND ALTERATIONS TO MAIN LIBRARY FOR

PUBLIC LIBRARY OF STEUBENVILLE AND JEFFERSON COUNTY

SEALANT

CFMF

407 S 4TH ST STEUBENVILLE, OH 43952

DOWNSPOUT

GPBD 4 5/8"

2 A-101

1' - 1 3/8"

GROUND FLOOR / ENTRY LEVEL FLOOR PLAN

PLAN DETAIL @ OUTSIDE CAST STONE CORNER

DRAWING NO.

SCALE: 1 1/2" = 1'-0"

PROJECT NO.

DRAWING NORTH

KEY PLAN

RIGID INSULATION VAPOR RETARDING AIR BARRIER

2 5/8"

2' - 0 7/8"

1' - 1 3/8"

1' - 3 3/8"

CAST STONE VERTICAL WALL TRIM

1' - 4"

C:\Users\acummins\Documents\148406 Steubenville Library Addition_Central_acummins.rvt

A-101

SET FOR REBID

11/20/2017 6:55:59 PM

MAIN LIBRARY ADDITION - PUBLIC LIBRARY OF STEUBENVILLE

110/3

3' - 4"

14' - 6 5/8"

7 1/4"

6' - 11"

1' - 2"

LOUVER OPENING COOR. W/ 'H' DWGS

5' - 0"

17' - 2 1/4"

A-301

A-302

8' - 3 1/4"

LOUVER OPENING COOR. W 'H' DWGS.

4' - 4"

2' - 10 5/8"

2 A-101

6' - 5"

LANDING

5' - 4"

2 A-101

+/- 4'-8" FV

2 TYP

1' - 6 1/8"

A-301

TYP

2 A-101

5' - 4"

2 A-101

1' - 1 3/8"

TYP

NOTE: STAIR LAYOUT TO CONSIST OF 8 EQ RISERS @ 7" MAX, TOTALLING +/- 4'-6" OF RISE TO MEET SIDEWALK. FIELD VERIFY.

19' - 0 3/8"

3' - 8"

19' - 0 3/8"

5' - 4"

26' - 4 3/4"

1' - 7 1/8"

23' - 4 1/2"

FENCE

7' - 5 1/4"

1' - 4"

A-101 148406R

DATE

11/21/2017

3.5

3.9

4 29' - 1 1/4"

5' - 4"

2' - 10 5/8" 1' - 1 3/8"

5' - 4"

9' - 3"

5' - 10" 213/1

C.8

20' - 6 1/2"

3 A-501

8' - 6 5/32"

4 A-510 ALCOVE 210

WOMEN 212

CW3

208/2

5' - 4" 3' - 8" 3' - 8"

A-311

5' - 4"

CW1

2 A-101

12' - 8"

5' - 4"

1 A-303 F.V. EXISTING OPENINGS

CIRCULATION DESK

1 A-201

CONTACT PERSON: ADAM B. CUMMINS

C B

C.3

1 2

C.8

EXP. JT.

10/5/2017 ADD. NO. 1 10/13/2017 ADD. NO. 3

3' - 0"

EXP. JT.

TYP

C.6 1 A-203

3' - 8"

B.6

2' - 10 5/8"

208/1

EXP. JT.

VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

5' - 4"

9' - 5 1/16"

A-302

A-302 2 A-201

DISPLAY

LOBBY STAIR 208

ARCHITECTS

B.1

SEE 2 / A-110 FOR RAILING SYSTEM DETAIL

ELEVATOR SHAFT 106

JAN CLOSET 211

219/1

ARCHED OPENING

+743.77

E1 211/1

STORAGE 214

LOBBY 209

3' - 0 5/8"

4 7/8"

7 1/4"

212/1

C 10' - 8 3/4"

2' - 10 5/8"

1' - 0"

EXIT STAIR 215

1' - 0"

C.6

11' - 5"

C.3

214/1 DN

7' - 4 19/32"

E1 4 1/4"

5' - 4"

5' - 8"

4 7/8"

E1 215/1

9 1/4"

3' - 8"

E2 4 1/4"

A-302

7' - 2 7/8"

STORAGE 219

5' - 4"

1 A-950

4 7/8" 2

4 A-301

8' - 0"

5' - 4"

A-301

READING ROOM 220

2' - 0"

2 A-202

MEN 213

ARCHED OPENING

E1 218/2

218/1

217/1

28' - 4"

12' - 8"

29' - 1 1/4"

ASST DIR 218

12' - 10"

6' - 11"

CW2

12' - 0"

9' - 0"

4 7/8"

CHILDREN'S ROOM 216

11' - 5 1/8"

STORAGE 217 8' - 2 9/16"

4 7/8"

31' - 9 9/16"

4' - 0"

CW2

12' - 6"

1' - 6"

9' - 0"

2 A-301

3' - 2 5/8" 6' - 11"

5' - 4"

12' - 0"

11' - 4"

4' - 11 1/2"

5' - 4"

DISPLAY

5' - 0"

4' - 0"

5' - 4"

5' - 4" 2' - 10 5/8"

5' - 0"

3' - 8 1/2"

5' - 4"

1' - 0" 4 1/4"

3' - 10 5/8"

3' - 8"

A-301

5' - 4"

26' - 4 3/4" 1

1' - 1 3/8"

CANOPY ROOF BELOW

1' - 7 1/8"

23' - 4 1/2"

12' - 8"

17' - 4"

2' - 10 5/8" 1' - 1 3/8"

38' - 0 3/4"

27' - 1 1/4"

1 A-202

18' - 9 5/8"

2 49' - 9 1/4"

1' - 6 1/8"

BRICK AND MORTAR WALL TO MATCH EXISTING.

STACKS 136

STACKS 133 LOBBY 203 +737.29

LIBRARY READING ROOM 205

LIBRARY READING ROOM 204

STOR 206

STACKS 134

STACKS 135 VESTIBULE 202

STAIR 207

ENTRY 201

1 A-110

2 A-203

MAIN FLOOR / UPPER LEVEL FLOOR PLAN

SET FOR REBID

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

EQ 5

CENTER LINE OF VERTICAL TUBES

2" DIA. SS STL GUARD RAIL

GLASS PANEL

A-311

2" SQ. SS STL TUBE @ 4'-0" OC MAX

3 7/8" MAX TYP NOTE: SEE A-502 FOR GLASS RAILING DETAILS

STEEL POST SLEEVE WELDED TO STEEL TUBE STRINGER. TYP. @ ALL POSTS. PNT-9

DRAWING NORTH

KEY PLAN

ADDITIONS AND ALTERATIONS TO MAIN LIBRARY FOR

FLOOR LINE 3/4" W SHAPED GPBD REVEAL.

PUBLIC LIBRARY OF STEUBENVILLE AND JEFFERSON COUNTY

PNT-1

407 S 4TH ST STEUBENVILLE, OH 43952

MAIN FLOOR / UPPER LEVEL FLOOR PLAN

11/20/2017 6:56:14 PM

C:\Users\acummins\Documents\148406 Steubenville Library Addition_Central_acummins.rvt

4' - 0" MAX

DRAWING NO.

2 A-110

GLASS RAILING SYSTEM @ SECOND FLOOR LOBBY SCALE: 1" = 1'-0"

PROJECT NO.

A-110 148406R

DATE

11/21/2017

MAIN LIBRARY ADDITION - PUBLIC LIBRARY OF STEUBENVILLE

SEE 3 / A-710 FOR VAULTED CEILING DETAIL.

4 A-311

9 A-610

T.O. STEEL / TRUSS BEARING 759.11

T.O. STEEL / TRUSS BEARING 759.11 VENT IN HEAD JOINTS @ 36" O.C.

SIM

STANDING SEAM METAL ROOF SYSTEM

ARCHITECTS

CFMF TRUSSES PER 'S' DWGS.

VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

CURVED GPBD CEILING PER REFLECTEC CEILING PLAN.

DEFLECTION TRACK SEE 1 / A-301 FOR TYPICAL BRICK VENEER WALL CONSTRUCTION

9 A-610

6 3/4"

SIM SEE 1 / A-710 FOR REFLECTED CEILING PLAN.

SIM

3 5/8"

2 1/4" 3"

1' - 6"

SEE 1 / A-710 FOR REFLECTED CEILING PLAN.

1' - 6"

WEEP/VENT IN HEAD JOINTS @ 24" O.C.

1/2"

5/8"

3 5/8"

6 A-610

AIR SPACE

ADJ. ANCHORS @ 16" O.C. VERT + 24" O.C. HORIZ

3" RIGID INSULATION

1/2" SHEATHING

VAPOR RETARDING AIR BARRIER

8" CFMF PER 'S' DWGS

3 5/8"

CHILDREN'S ROOM 216

5/8"

SEE 1 / A-301 FOR TYPICAL BRICK VENEER WALL CONSTRUCTION

ADDITION SECOND LEVEL 743.77

REINF. CONC. SLAB PER 'S' DWGS.

ADDITION SECOND LEVEL 743.77 STRUCTURAL FRAMING PER 'S' DWGS.

UTILITY FACE BRICK

BATT. INSUL. 1/2"

BATT INSUL.

READING ROOM 220

TERM. BAR.

CHILDREN'S ROOM 216

REINF. CONC. SLAB ON MTL DECK PER 'S' DWGS.

ADDITION SECOND LEVEL 743.77

SIM

1/2" 8"

2 1/4"

5/8" GPBD

TERMINATION BAR W/ CONT. SEALANT @ TOP

REINF. CONC. SLAB ON MTL DECK PER 'S' DWGS.

TYP. EPDM ROOF SYSTEM 4' - 1 3/8" TO F/O SHEATHING

CONT. 2X WOOD BLOCKING LAP EPDM MEMBRANE W/ ROOF FLASHING.

ADDITION SECOND LEVEL 743.77

METAL ROOF EDGE FIBER CEMENT PANEL SYSTEM. FCP-2 STRUCTURAL FRAMING PER 'S' DWGS.

1/2" SHEATHING

UTILITY BRICK DOUBLE SOLDIER COURSE.

2' - 0"

DEFLECTION TRACK UTILITY BRICK DOUBLE SOLDIER COURSE

1/2"

2 1/2" MTL STUD @ 16" O.C. 2 LAYERS TYPE C GPBD ON METAL FURRING. MAINTAIN 1 HR FIRE RATING.

SEE 1 / A-701 FOR REFLECTED CEILING PLAN.

UTILITY BRICK DOUBLE SOLDIER COURSE.

WEEP/VENT IN HEAD JOINTS @ 24" O.C. FLEXIBLE THRU WALL FLASHING W/ METAL DRIP EDGE. TURN UP WALL MIN 12".

EXP. JT @ DISSIMILAR MASONRY - TYP.

1' - 4" 2 5/8"

1' - 1 3/8" 3"

SECTIONAL DOOR TRACKS PER MANUF.

SEE 1 / A-701 FOR REFLECTED CEILING PLAN.

CAST STONE JAMB RETURN BEYOND.

1/2" 6" 5/8"

METAL Z FLASHING. COLOR MATCH TO FCP-2. FACE FASTEN FCP PANEL. METAL ROOF DECK AND FRAMING PER 'S' DWGS.

9 A-610

LINEAR METAL SOFFIT PANELS AND CARRIER SYSTEM PER SPEC. PROVIDE J-CHANNEL CLOSURE TRIM AT PANEL ENDS.

SIM

SEE 1 / A-701 FOR REFLECTED CEILING PLAN.

EXISTING MAIN LEVEL 737.29 14' - 0"

2 1/4" 3 5/8"

1' - 4"

METAL CLIP CAVITY DRAINAGE MATERIAL

SET FOR REBID

AIR SPACE.

GARAGE 110

10' - 0"

SEE 1 / A-301 FOR TYPICAL MASONRY STONE VENEER WALL CONSTRUCTION 5/8" GPBD 1/2" SHEATHING

CAST STONE UNITS. 16" H x 32" W.

COMMUNITY ROOM 105

GARAGE 110

6" CFMF PER 'S' DWGS.

CONT. VAPOR RETARDING AIR BARRIER

TERMINATION BAR W/ CONT. SEALANT @ TOP

3" CAVITY INSULATION 6 A-610

GRANITE WATER TABLE BASE W/ GALVANIZED STRAP ANCHOR CHAMFER EDGE. 32" H.

CAVITY DRAINAGE MATERIAL

2' - 0"

C:\Users\acummins\Documents\148406 Steubenville Library Addition_Central_acummins.rvt

ADJ ANCHORS @ 16" O.C. VERT & 24" O.C. HORIZ.

COMMUNITY ROOM 105

TYPICAL CAST STONE VENEER WALL CONSTRUCTION:

1/2"

2 1/4"

TYPICAL BRICK VENEER WALL CONSTRUCTION UTILITY FACE BRICK

SEE 1 / A-710 FOR REFLECTED CEILING PLAN.

1' - 6"

READING ROOM 220

2/23/2018 12:04:43 PM

MAIN LIBRARY ADDITION - PUBLIC LIBRARY OF STEUBENVILLE

CONTACT PERSON: ADAM B. CUMMINS

15' - 4"

6 A-610

SIM

12" MIN

CAST STONE TRIM AROUND CIRCULAR WINDOW. SEE A-610 FOR WINDOW ELEVATION.

T.O. STEEL / TRUSS BEARING 759.11

SIM

9 A-121

WEEP/VENT IN HEAD JOINTS @ 24" O.C.

REINF. CONC. SLAB ON GRADE PER 'S' DWGS.

GRANITE WATER TABLE RETURN BEYOND.

REINF. CONC. SLAB ON GRADE PER 'S' DWGS.

7/8" METAL FURRING @ REINF. CONC. CURB.

SIM

REINF. CONC. SLAB ON GRADE PER 'S' DWGS.

REINF. CONC. SLAB ON GRADE.

CAVITY FLASHING SYSTEM W/ SS DRIP EDGE.

ADDITION GROUND LEVEL 729.77

GROUT SOLID BELOW FLASHING 2'-0" PEA GRAVEL BORDER @ BUILDING PERIMETER PER 'C' DWGS.

ADDITION GROUND LEVEL 729.77

VAPOR RETARDING AIR BARRIER. TURN UP AT SLAB EDGE.

GEOTEXTILE FABRIC

COMPACTED FILL GRANULAR FILL PERFORATED FOUNDATION DRAIN IMPERVIOUS FILL

1' - 5"

VAPOR RETARDING AIR BARRIER. TURN UP AT SLAB EDGE.

SEE 1 / A-301 FOR TYPICAL FOUNDATION CONSTRUCTION

1" PERIM INSULAITON.

ADDITION GROUND LEVEL 729.77

1" PERIM INSULAITON.

SEE 1 / A-301 FOR TYPICAL FOUNDATION CONSTRUCTION

ADDITION GROUND LEVEL 729.77

VAPOR RETARDING AIR BARRIER. TURN UP AT SLAB EDGE. 1" PERIM INSULAITON.

VAPOR RETARDING AIR BARRIER. TURN UP AT SLAB EDGE.

SEE 1 / A-301 FOR TYPICAL FOUNDATION CONSTRUCTION

1" PERIM INSULAITON.

DRAINAGE COURSE

COMPACTED FILL

REINF. CONC. FOUNDATION PER 'S' DWGS.

1' - 5"

DRAWING NORTH

KEY PLAN

ADDITIONS AND ALTERATIONS TO MAIN LIBRARY FOR

PUBLIC LIBRARY OF STEUBENVILLE AND JEFFERSON COUNTY

407 S 4TH ST STEUBENVILLE, OH 43952

WALL SECTIONS DRAWING NO.

1 A-301

TYPICAL MASONRY VENEER WALL SECTION

SCALE: 3/4" = 1'-0"

A-301

SECTION @ TRUSS BEARING

SCALE: 3/4" = 1'-0"

A-301

SECTION @ GARAGE

SCALE: 3/4" = 1'-0"

A-301

SECTION @ EAST WALL SCALE: 3/4" = 1'-0"

PROJECT NO.

A-301 148406R

DATE

11/21/2017

FIBER CEMENT PANEL SYSTEM - SEE ELEVATION FOR COLOR.

1' - 8 1/16"

FIBER CEMENT PANEL SYSTEM - SEE ELEVATION FOR COLOR.

SPRAY FOAM INSULATION - MIN 2"

3 1/2"

BACKER TRIM AND SEALANT FIBER CEMENT CORNER TRIM W/ PANEL CLIPS

FIBER CEMENT CORNER TRIM W/ PANEL CLIPS SEE ELEVATION FOR COLOR.

FIBER CEMENT CORNER TRIM W/ PANEL CLIPS 3 1/2"

2' - 2 1/2"

3 5/8" HORIZ. MTL STUD FRAMING @ 24" O.C. VERTICALLY.

ARCHITECTS

LINE OF SLAB ABOVE

A-311

VAPOR RETARDING AIR BARRIER. 1' - 6"

5/8" SHEATHING TYP @ ALL WINDOW BUMP OUTS

FIBER CEMENT PANEL SYSTEM - SEE ELEVATION FOR COLOR.

BACKER ROD AND SEALANT.

BACKER TRIM AND SEALANT

LINE OF REINF. CONC. CURB BELOW. 6

1/2" SHEATHING

6" CFMF BUILT UP CORNERS

SPRAY FOAM INSULATION - MIN 2"

3 1/2"

STRUCTURAL STEEL PER 'S' DWGS.

FIBER CEMENT CORNER TRIM W/ PANEL CLIPS SEE ELEVATION FOR COLOR.

6" CFMF CENTERED ON REINF. CONC. CURB BELOW.

1' - 6"

FIBER CEMENT PANEL AND CLIP SYSTEM

FIBER CEMENT CORNER TRIM W/ PANEL CLIPS SEE ELEVATION FOR COLOR. VAPOR RETARDING AIR BARRIER.

1' - 7 1/4"

1/2" SHEATHING C.3

FIBER CEMENT PANEL SYSTEM - SEE ELEVATION FOR COLOR.

ALUM. CURTAINWALL SYSTEM

5 3/8"

3' - 4 1/8"

5/8" GPBD

LAP VAPOR BARRIER AND WINDOW FLASHING. MIN 6".

3.9 3 1/2"

VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

FIBER CEMENT PANEL SYSTEM - SEE ELEVATION FOR COLOR. 4" MTL STUD FRAMING

ALUM. CURTAINWALL SYSTEM

B.1 1 A-311

CONTACT PERSON: ADAM B. CUMMINS

FIBER CEMENT PROJECTION JAMB DETAIL SCALE: 1 1/2" = 1'-0"

3.9

FIBER CEMENT CORNER TRIM W/ PANEL CLIPS SEE ELEVATION FOR COLOR.

B 3 A-311

FIBER CEMENT BUMP OUT JAMB DETAIL 2 SCALE: 1 1/2" = 1'-0"

CL OF REINF. CONC. CURB PER 'S' DWGS.

1/2" SHEATHING SPRAY INSULATION. 2" MIN. SEE PLAN DETAIL FOR EXTENTS.

VAPOR RETARDING AIR BARRIER

STRUCTURAL STEEL PER 'S' DWGS.

2 x 8 WOOD LADDER FRAMING CONT. @ EAVE.

PANEL CLIP FASTENED TO STUD.

2' - 8 1/2"

CFMF STRAP

METAL ROOF DECK PER 'S' DWGS.

STANDING SEAM METAL ROOF SYSTEM

CW2

4" HORIZONTAL MTL STUD FRAMING @ 24" O.C. VERTICALLY

5" VENTED NAILBASE INSULATION

ICE AND WATER SHIELD

PANEL CLIP FASTENED TO STUD.

FIBER CEMENT PANEL WALL SYSTEM

SNOW GUARD SYSTEM

ANCHOR CLIP. MAX 24" FROM PANEL EDGE.

SPRAY FOAM INSULATION. MIN. 2". SEE REFLECTED CEILING PLAN

1/ 2" /

ALUM COPING ALONG GABLED SLOPE. SEE 9 / A-121.

CFMF

1'2

1/2" / 1'-0"

1'0"

METAL FLASHING

6" CFMF ON CONC. CURB

CFMF TRUSS PER 'S' DWGS.

RIB CLOSURE PER MANUF. LAP VAPOR BARRIER AND ICE AND WATER SHIELD. MIN. 6"

1/2" SHEATHING

EXTERIOR BLOCKING PLATE PER 'S' DWGS.

GUTTER STRAP @ 30" O.C.

FIBER CEMENT PANEL SYSTEM. FCP-2

STARTER TRACK

T.O. STEEL / TRUSS BEARING 759.11

GUTTER

CFMF

GRANITE WATER TABLE

METAL Z FLASHING - COLOR TO MATCH FCP-2

DOWNSPOUT

FIBER CEMENT TRIM PANEL TO BE PAINTED PER ARCHITECT'S SPECIFICATION.

DOWNSPOUT STRAP @ 5'-0" O.C. MAX.

INTERIOR

GROUT SOLID

METAL EAVE COUNTERFLASHING

FACE FASTENER AND PANEL SPACER.

2" RIGID INSUL. FIBER CEMENT PANEL WALL SYSTEM. FCP-2

REINF. CONC. CURB PER 'S' DWGS.

STRUCTURAL STEEL PER 'S' DWGS.

3 5/8" MTL STUD FRAMING

VERTICAL CAST STONE

18' - 0"

SET FOR REBID

3' - 4"

STRUCTURAL FRAMING PER 'S' DWGS.

ROOF DETAIL @ STANDING SEAM ROOF EDGE SCALE: 1 1/2" = 1'-0"

LINE OF EXISTING MAIN LEVEL SLAB @ CW3

FACE FASTENER AND PANEL SPACER.

BRICK VENEER

CFMF @ 16" OC

AIR SPACE

1/2" SHEATHING

CAVITY INSULATION

CONT VAPOR RETARDING AIR BARRIER

1/2" SHEATHING

CFMF

GPBD VAPOR RETARDING AIR BARRIER

CONT. VAPOR RETARDING AIR BARRIER. LAW W/ WINDOW FLASHING.

CAVITY DRAINAGE MATERIAL SHALL BE PLACED ABOVE ALL CAVITY FLASHINGS

FIBER CEMENT PANEL SYSTEM. FCP-2

CAVITY FLASHING

METAL Z FLASHING - COLOR TO MATCH FCP-2

WEEP/VENT IN HEAD JOINTS @ 24" OC ABOVE CAVITY FLASHING

FACE FASTENER AND PANEL SPACER.

SEALANT BETWEEN CAVITY FLASHING AND SS EDGE STRIP

3" RIGID INSULATION 1/2" SHEATHING

CONC. SLAB AND DECK PER 'S' DWGS.

3/4" W SHAPED GPBD REVEAL @ POURSTOP.

7 A-311

ADDITIONS AND ALTERATIONS TO MAIN LIBRARY

CFMF BRACING PER 'S' DWGS. STRUCTURAL STEEL PER 'S' DWGS.

FOR

PUBLIC LIBRARY OF STEUBENVILLE AND JEFFERSON COUNTY

GROUT VOID SOLID BELOW CAVITY FLASHING @ GRADE

407 S 4TH ST STEUBENVILLE, OH 43952

ACOUSTICAL PANEL CEILING. SEE REFLECTED CEILING PLAN.

TYPICAL CAVITY FLASHING SYSTEM DTL @ METAL STUD BACK-UP

SCALE: 1 1/2" = 1'-0"

A-311

DETAIL AT SLAB EDGE

SECTION DETAILS DRAWING NO.

SCALE: 3/4" = 1'-0"

PROJECT NO.

DRAWING NORTH

KEY PLAN

ADDITION SECOND LEVEL 743.77

5/8" GPBD PAINTED PNT-1.

WHERE INTERMEDIATE CAVITY FLASHINGS OCCUR, DO NOT GROUT SOLID AND INSTALL VENTS IN HEAD JOINTS @ 24" OC

SCALE: 1 1/2" = 1'-0"

SEE FINISH SCHEDULE FOR FLOORING TYPE.

SEALANT BED

ADDITION GROUND LEVEL 729.77

FIBER CEMENT WINDOW BUMP OUT HEAD AND SILL

LOBBY 209

STEEL ANGLE POUR STOP PER 'S' DWGS. PNT-9.

TERNE-COATED STAINLESS STEEL EDGE STRIP AT ALL THRU-WALL FLASHINGS AT ALL EXTERIOR ELEVATIONS

GRANITE STONE WATER TABLE

CFMF

SEE 2 / A-110 FOR RAILING MOUNTING DETAILS.

ADJ ANCHORS @ 16" OC HORIZ AND 24" OC VERT TERMINATION BAR W/ CONTIN SEALANT @ TOP TURN FLASHING

SPRAY FOAM INSULATION. MIN. 2".

FIBER CEMENT PANEL SYSTEM. FCP-2

SCALE: 1 1/2" = 1'-0"

METAL FLASHING - COLOR TO MATCH FCP-2

FACE FASTENER AND PANEL SPACER.

VERTICAL JAMB SECTION

ALUM CURTAINWALL SYSTEM. SEE 8 / A-610 FOR TYPICAL DETAILS.

SOLID SURFACE SILL. SEE FINISH SCHEDULE.

A-311

6 A-311

UP WALL 12" MIN

C:\Users\acummins\Documents\148406 Steubenville Library Addition_Central_acummins.rvt 11/20/2017 6:59:43 PM

T.O. ROOF JOIST ADDITION 757.11

TYPICAL BRICK VENEER WALL CONSTRUCTION PER 3 / A-301 .

A-311

ADDITION GROUND LEVEL 729.77

RUBBER BASE

ALUM CURTAINWALL SYSTEM. SEE 8 / A-610 FOR TYPICAL DETAILS.

A-311 148406R

DATE

11/21/2017

MAIN LIBRARY ADDITION - PUBLIC LIBRARY OF STEUBENVILLE

Franklin Regional School District New Intermediate School $25 million September 2017 - Currently in CA

CURRENTLY IN CA $25 MILLION - 135,000 SF

FRANKLIN REGIONAL INTERMEDIATE SCHOOL

Worked on the design team from SD through current bidding phase on the creation of a new 135,000 sf 3-5 Intermediate Elementary School. Personally responsible for exterior building language, facade design, structural coordination and fenestration detailing. Also headed up efforts to create renderings and 3D models used in design charettes and conversations with district administrators, board members, and teachers to communicate design intent and concepts to all stakeholders. Worked heavily on wall sections, window details, facade assemblies, and consultant coordination across multiple Revit models.

FRANKLIN REGIONAL INTERMEDIATE SCHOOL

TYPICAL CLASSROOM ‘A’

TYPICAL CLASSROOM ‘B’

2ND FLOOR STAIR LOBBY

MEDIA CENTER

INNOVATION CENTER

GYMNASIUM

LARGE GROUP INSTRUCTION

1ST FLOOR LOBBY 1

Franklin Regional School District

12/19/18

VEBH Architects

bA EXTRUDED ALUM CLOSURE TRIM BY CW MANUF.

REINF CONC. SLAB ON MTL DECK WEP8

WEP8

4' - 6 1/2"

WEEP 7089

STV2

6121 HN88 7090 WEP8

STV2

6121 HN88 7090 WEP8

WEP8

14' - 0"

6' - 0"

6" MIN

ROOF PLAN 1050' - 6"

3 5/8" MTL STUDS @ 16" OC

1" MIN SPRAY FOAM INSULATION

7089 STV2

STV2

6121 HN88 7090 WEP8

KY98 WEP8

1 1/2" METAL DECK

EXTRUDED ALUM CLOSURE TRIM BY CW MANUF.

1/2" EXT SHEATHING

1' - 0" 5/8" GPBD

6121 HN88 7090 WEP8

WEP8

WEEP 7089

6121 HN88 7090 WEP8

WEP8 WEP8

WEEP 7089

STV2

6121 HN88 7090 WEP8

WEP8

WEEP 7089

STV2

6121 HN88 7090

WEP8

KY98

CONTIN PERIM SEALANT

WEEP 7089

STV2

STEEL LINTEL

STV2

ALUM CURTAINWALL SYSTEM

KY98

CONT 2X FIRE-RETARDANT TREATED WD BLKG FULL PERIMETER OF OPENING

WEP8

8' - 0"

C STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

STV2

6121 HN88 7090 WEP8

WEP8

KY98

2' - 0"

STV2

CAVITY DRAINAGE MATERIAL

HEAD FLASHING SYSTEM

SUSP APC SYSTEM

1" FOIL FACED INSULATION

5/8" GPBD

DOUBLE UTILITY FACE BRICK SOLDIER COURSE WEEP / VENT IN HEAD JOINTS @ 24" OC

14' - 0"

STV2

1" MIN SPRAY FOAM INSULATION

(ALTERNATE BID) ALUM SUNSHADE SYSTEM BY CW MANUF

1 1/2" METAL DECK

5TH GRADE C209

1/2" EXT SHEATHING

WEP8

STV2

MORTAR WASH

WEP8

WEEP 7089

STV2

FIRE STOPPING MATERIAL

SUSP APC SYSTEM

1" FOIL FACED INSULATION

FIRST FLOOR 1022' - 6"

KY98

2' - 10 1/2"

5 A613

REINF CONC SLAB ON MTL DECK WEP8

14' - 0"

CONT 2X FIRE-RETARDANT TREATED WD BLKG FULL PERIMETER OF OPENING

STV2

5/8" FIBER CEMENT PANEL SOFFIT. FACE FASTENED WITH COLOR MATCHED FASTENERS

STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

KY98

STRUCTURAL STEEL FRAMING SEE STRUCT DWGS

.040 GA BRAKE ALUM TRIM/FLASHING

WEP8

2' - 10"

STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

STV2

6" CFMF @ 16" OC

REVISIONS

ROOF INSULATION

SUSP APC SYSTEM

WEATHER BARRIER 1" MIN SPRAY FOAM INSULATION

6" CFMF @ 16" OC FASTEN TO DECK AND WALL STUD COVER BD

WEP8

6' - 0"

6" CFMF @ 16" OC

PROVIDE 6" MTL STUD TRACK TO BACKUP SPRAY FOAM INSULATION

6" CFMF @ 16" OC

WEP8

MEMBRANE ROOFING AND FLASHING SYSTEM EXTEND OVER T/O WALL TO MAINTAIN CONTINUITY

1/2" EXT SHEATHING

4" MIN SPRAY FOAM INSUL

STREAM C112

1" MIN SPRAY FOAM INSULATION

STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

FIRST FLOOR 1022' - 6"

1 1/2" CAVITY INSULATION

1/2" EXT SHEATHING

3/4"

WEATHER BARRIER

WEEP

REINF CONC SLAB ON MTL DECK

HORIZONTAL 1 1/2" ZEE FURRING (18 GA MIN.) @ 48" O.C. MAX

STRUCTURAL STEEL FRAMING SEE STRUCT DWGS.

5/8" FIBER CEMENT PANEL AND CLIP SYSTEM ON VERTICAL 18 GA 7/8" FURRING @ 16" O.C

1/2" 6"

2 1/4"

3/4" FRT PLYWOOD

2' - 6"

WEP8 WEP8

WEP8

4' - 8"

WEP8

WEEP 7089

STV2

11" 1 1/2"

1 1/2" CAVITY INSULATION

HORIZONTAL 1 1/2" ZEE FURRING (18 GA MIN.) @ 48" O.C. MAX

CFMF TO SPAN BETWEEN STL POSTS

1' - 4 7/8"

KY98

6" MIN

7090

5/8" FIBER CEMENT PANEL AND CLIP SYSTEM ON VERTICAL 18 GA 7/8" FURRING @ 16" O.C.

3/4" PRESERVATIVE TREATED PLYWD

1 1/2" CAVITY INSULATION

VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

STV2

HN88

5/8" FIBER CEMENT TRIM BOARD. FACE FASTEN.

5' - 6"

WEEP 7089

HN88

R&R COMPOSITE ALUM WALL PANEL SYSTEM

SUSP APC SYSTEM

1 1/2" METAL DECK ROOF PLAN 1050' - 6"

WEATHER BARRIER

.062 GA BRAKE FORMED SILL

6121

CONT 2X FIRE-RETARDANT TREATED WD BLKG FULL PERIMETER OF OPENING

STV2

ALUM CURTAINWALL SYSTEM

ALUM COPING

(ALTERNATE BID) ALUM SUNSHADE SYSTEM BY CW MANUF

ROOF INSULATION

DEFLECTION TRACK

STV2

KY98

10 1/2"

T.O.S. AREA C 1052' - 10 1/4" MEMBRANE ROOFING AND FLASHING SYSTEM - EXTEND OVER T/O WALL TO MAINTAIN CONTINUITY COVER BD

KY98

WEEP 7089

STV2

PROVIDE 6" MTL STUD TRACK TO BACKUP SPRAY FOAM INSULATION

ARCHITECTS

STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

1 1/2" DIA CONT CLOSED-CELL NEOPRENE ROD

5/8" GPBD

4TH GRADE C109

WEP8

1" FOIL FACED INSULATION

3/4" PRESERVATIVE TREATED PLYWD

WEATHER BARRIER EXTEND OVER T/O WALL TO MAINTAIN CONTINUITY

STV2

WEP8

T.O.S. AREA C BUMP OUTS 1055' - 0 1/2"

STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

4' - 6 1/2"

A 1 1/2" METAL DECK

ALUM COPING

3 5/8" METAL STUDS @ 16" OC

KY98

FIRE STOPPING MATERIAL

2X PRESERVATIVE TREATED WD BLKG

1" FOIL FACED INSULATION

SECOND FLOOR 1036' - 6"

STV2

10 5/8"

SUSP APC SYSTEM

10' - 0"

WEP8

STV2

6121 HN88 7090

KY98

STREAM C012

WEEP

SOLID SURFACE STOOL

WEP8

ALUM CURTAIN WALL SYSTEM

WEP8

WEEP 7089

STV2

14' - 0"

37' - 4" RO

WEP8

7090

WEP8

HN88

WEP8

6121

WEP8

7089 STV2

DEFLECTION TRACK CAST STONE SILL

STV2

CONTIN PERIM SEALANT

SECOND FLOOR 1036' - 6"

KY98

5' - 4"

SUSP APC SYSTEM

WEEP

ALUM WINDOW

(ALTERNATE BID) ALUM SUNSHADE SYSTEM BY CW MANUF

REINF CONC SLAB ON MTL DECK

FIRE STOPPING MATERIAL

3RD GRADE C009

STV2

11' - 2"

1" FOIL FACED INSULATION

7089 STV2

STV2

6121 22F6

HN88 7090

KY98 WEP8

WEP8

2B41

2B44

1065

EXTRUDED ALUM CLOSURE TRIM BY CW MANUF.

10' - 0"

WEP8

6" CFMF @ 16" OC

WEEP 7089

STV2

6121

UTILITY FACE BRICK

1" FOIL FACED INSULATION

CONT 2X FIRE-RETARDANT TREATED WD BLKG FULL PERIMETER OF OPENING

STV2

KC91

SILL FLASHING SYSTEM

WEP8

SECOND FLOOR 1036' - 6"

WEEP 7089

HN88 7090 WEP8

WEP8

FIRE STOPPING MATERIAL

1" FOIL FACED INSULATION

WEEP 7089

STV2

6121 HN88 7090 WEP8

WEP8

KY98

3/4" PLYWOOD

REINF CMU FOUNDATION SEE STRUCT DWGS

1 1/2" CAVITY INSULATION

WEATHER BARRIER

REINF CONC SLAB SEE STRUCT DWGS

DECORATIVE CMU

SEE 2 / A302 FOR TYP FOUNDATION NOTES

1" MIN SPRAY FOAM INSULATION

SS DRIP EDGE

GROUT SOLID BELOW FLASHING

1 1/2" METAL DECK

1/2" EXT SHEATHING 1" FOIL FACED INSULATION

STRUCTURAL STEEL FRAMING - SEE STRUCT DWGS

GROUND FLOOR 1008' - 6" WEEP 7089 STV2

STV2

6121 HN88

VAPOR RETARDER TURN UP AT FACE OF WALL

WEP8

SARDIS ROAD MURRYSVILLE, PA 15668

DRAINAGE COURSE

SCALE: 3/4" = 1'-0"

2" PERIMETER INSUL

VAPOR RETARDER TURN UP AT FACE OF WALL SEE 2 / A302 FOR TYP FOUNDATION NOTES

DRAINAGE COURSE 2" PERIMETER INSUL

SUSP APC SYSTEM

FOR

REINF CONC FOUNDATION SEE STRUCT DWGS

FRANKLIN REGIONAL SCHOOL DISTRICT

BITUMINOUS DAMPPROOFING ON ALL MASONRY AND CONRETE IN CONTACT WITH EARTH

REINF CONC FOUNDATION SEE STRUCT DWGS

7090

TYP. FCP BUMP OUT @ AREA C (CONTINUED)

KY98

A306

3210 SCHOOL ROAD, MURRYSVILLE, PA 15668

BITUMINOUS DAMPPROOFING ON ALL MASONRY AND CONRETE IN CONTACT WITH EARTH

A306

INTERMEDIATE SCHOOL

WEP8

ROUT AND RETURN METAL WALL PANEL SYSTEM

6" STRUCT METAL FRAMING @ 16" OC

WEP8

GROUND FLOOR 1008' - 6"

REINF CONC. SLAB ON MTL DECK

7 A613

REINF CONC SLAB SEE STRUCT DWGS

6121

2' - 8"

WEP8

1 1/2" CAVITY INSULATION

STV2

GROUT SOLID BELOW FLASHING

1" MIN SPRAY FOAM INSULATION

STV2

WEEP/VENT IN HEAD JOINTS @ 24" OC

KY98

CAVITY DRAINAGE MATERIAL

STV2

1/10/2019 12:57:29 PM

7090

C:\Users\acummins\Documents\REVIT LOCAL FILES\178605_FRSD Intermediate School_CENTRAL_acummins.rvt

HN88 KY98

WALL SECTIONS - AREA C

TYP. FCP BUMP OUT @ AREA C

SCALE: 3/4" = 1'-0"

A306

WALL SECTION @ STREAM LAB

SCALE: 3/4" = 1'-0"

A306

WALL SECTION @ STREAM LAB (CONTINUED)

DRAWING NO.

SCALE: 3/4" = 1'-0"

PROJECT NO.

A306 178605

DATE

1/8/2019

FRANKLIN REGIONAL INTERMEDIATE SCHOOL

aS aR

aQ aP.3 aN

aG aF.8 aF

aD aC.9

aC aB

a14 a14.3

aA.1 aA

a15

NUMBERED EXTERIOR ELEVATION NOTES aD.4

4 8.2

7.1

A303

7.1

8.2

3.1a

T.O.M. T.O.S. AREA A 1056' - 6"

1.3

2 A720 W3

4.4

8.1

ROOF PLAN 1050' - 6"

ROOF PLAN 1050' - 6" 2.1

2.1

1.3

8.2

1.2

SECOND FLOOR 1036' - 6"

1.2

SECOND FLOOR 1036' - 6" 3.1a

TOS GREEN ROOF/CANOPY 1034' - 11"

1.4b CW7a

5.5

SF8

TOS GREEN ROOF/CANOPY 1034' - 11"

4.2

5.1

SEE 3 / A200

GYM/AUDITORIUM ROOF 1052' - 6"

1.4

1 - MASONRY VENEER 1.1 UTILITY FACE BRICK 1 - DOLOMITE GRAY WHITE BEIGE BLEND (4X4X12) 1.2 UTILITY FACE BRICK 2 - DOLOMITE GRAY (4X4X12) 1.3 DECORATIVE MASONRY - DARK GRAY / CHARCOAL BLEND (4X8X16) 1.4 DOUBLE BRICK SOLDIER COURSE (FB-2) 1.4b BRICK SOLDIER COURSE (FB-2) 1.5 1" BRICK REVEAL COURSE 1.6 4" CAST STONE SILL 1.7 8" CAST STONE SILL 2 - FIBER CEMENT PANELS 2.1 FIBER CEMENT PANEL SYSTEM - FCP-1 (WOOD LOOK) 3 - METAL WALL PANELS AND TRIM 3.1a METAL WALL PANEL SYSTEM - MWP-1 (WHITE) 3.1b METAL WALL PANEL SYSTEM - MWP-2 (DARK GRAY) 4 - FENESTRATION 4.1 ALUMINUM WINDOW (WHITE) 4.2 ALUMINUM CURTAINWALL SYSTEM (WHITE) 4.2a ALUMINUM STOREFRONT SYSTEM (WHITE) 4.3 ALUMINUM CURTAINWALL SYSTEM (BLUE) 4.3a ALUMINUM STOREFRONT SYSTEM (BLUE) 4.4 TRANSLUCENT FIBERGLASS WINDOW SYSTEM 4.5 ALUMINUM SILL - COLOR TO MATCH FCP-1 5 - ACCESSORIES 5.1 DECORATIVE SIGNAGE - TYPE DS5 5.2 GLASS PANEL EXTERIOR RAILING SYSTEM 5.3A CLEAN AND GRIND SMOOTH - PAINT STEEL COLUMN PNT-11 5.3B CLEAN AND GRIND SMOOTH - PAINT STEEL COLUMN PNT-12 5.4 ALUM SUNSHADE DEVICE 5.5 CONTROL JOINT 5.6 KNOX BOX PROVIDED BY OWNER; INSTALLED BY G.C. 5.7 DATESTONE - SEE SIGNAGE SCHEDULE FOR ELEVATION 7 - MEP 7.1 MECHANICAL EQUIPMENT PER 'H' DWGS 7.3 LIGHT FIXTURE BY EC 7.4 SOLAR PANEL PER 'E' DWGS 8 - ROOFING 8.1 ALUM ROOF EDGE SYSTEM. 7.5" FACE DIM. COLOR TO BE WHITE. 8.2 ALUM ROOF EDGE SYSTEM. 11.5" FACE DIM. COLOR TO BE WHITE 8.3 ALUM COPING SYSTEM. 11.5" FACE DIM. COLOR TO MATCH FCP-1

T.O.M. T.O.S. AREA A 1056' - 6"

3.1a

GYM/AUDITORIUM ROOF 1052' - 6" 8.3 8.1

1.4

7.3

3.1a

5.3B

8.3

7.1

3.1a 5.3B

8.2

5.5

4.3

aC.3

8.2

4.1

4.5

1.3

5.7 1.6

FIRST FLOOR 1022' - 6"

AREA A - EAST

A200

AREA A - SOUTH SCALE: 1/8" = 1'-0"

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

A200

aW.7

8.1

A304

8.2

7.1

T.O.M. T.O.S. AREA A 1056' - 6"

3.1a

T.O.S. AREA C 1052' - 10 1/4" ROOF PLAN 1050' - 6"

3.1a

SF5a

4.3

CW3

CW6a 8.2

5.2

5.3B

SECOND FLOOR 1036' - 6"

3.1a

4.2

SF4a 4.2

1.1

SF4a

4.2

4.3

A200

5.3B

B101/1

5.3A

C 5.7 FIRST FLOOR 1022' - 6"

AREA A - EAST SCALE: 1/8" = 1'-0"

a16

a15

a14.3 a14

a12 a11.6

a11

a10.5 a10

a14.1

8.2

a13 A303

a7.3

A303

A302

a5.9

a3.2

8.2

T.O.M. AREA A 1056' - 6" 5.5

5.5

8.2

5.5

1.3

3.1a

5.5

8.2

5.5

8.2 8.1

7.1

1.3 8.1

8.1

8.2 TOS GREEN ROOF/CANOPY 1034' - 11"

5.5

2.1

1.2

1.4

2.1

5.5

1.4

5.5

4.4

SECOND FLOOR 1036' - 6" 7.3

1.2 7.3

4.2

CW7a

4.1

4.2 1.5

7.3

1.2

SF8

5.3B

4 A200

3.1a

1.7

7.3

3.1a

5.3A

4.4

1.3 2.1

GYM/AUDITORIUM ROOF 1052' - 6"

5.5

SF8 4.1

CW7a

1.6

1 A200

INTERMEDIATE SCHOOL

1.2 4.1

4.2

SF9

4.5

4.5 1.6

1.6

1.3

AREA 'A'

7.3

SARDIS ROAD MURRYSVILLE, PA 15668

3 A200

32' - 0"

C:\Users\acummins\Documents\REVIT LOCAL FILES\178605_FRSD Intermediate School_CENTRAL_acummins.rvt

4.3

CW3

1.1

B101/2

TOS GREEN ROOF/CANOPY 1034' - 11"

SEE 1 / A200

SF4a

1/10/2019 12:56:02 PM

FRANKLIN REGIONAL INTERMEDIATE SCHOOL

4.3

4.2

W1L

REVISIONS

1.4

1.2

VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

aS aR

8.2 5.4

ARCHITECTS

A304

8.2

3.1b

FIRST FLOOR 1022' - 6"

A118/4

CW7b

AREA 'B'

2 A200

FOR

FRANKLIN REGIONAL SCHOOL DISTRICT 3210 SCHOOL ROAD, MURRYSVILLE, PA 15668

AREA 'C' GROUND FLOOR 1008' - 6"

ELEVATIONS - AREA A

5 A203

A200

AREA A - NORTH

DRAWING NO.

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

TRUE NORTH

KEY PLAN NOT TO SCALE

PROJECT NORTH PROJECT NO.

A200 178605

DATE

1/8/2019

b10

b9 b8

3 A306

2 A305

1 A305

1 A306

b0.5

NUMBERED EXTERIOR ELEVATION NOTES 1 - MASONRY VENEER 1.1 UTILITY FACE BRICK 1 - DOLOMITE GRAY WHITE BEIGE BLEND (4X4X12) 1.2 UTILITY FACE BRICK 2 - DOLOMITE GRAY (4X4X12) 1.3 DECORATIVE MASONRY - DARK GRAY / CHARCOAL BLEND (4X8X16) 1.4 DOUBLE BRICK SOLDIER COURSE (FB-2) 1.4b BRICK SOLDIER COURSE (FB-2) 1.5 1" BRICK REVEAL COURSE 1.6 4" CAST STONE SILL 1.7 8" CAST STONE SILL 2 - FIBER CEMENT PANELS 2.1 FIBER CEMENT PANEL SYSTEM - FCP-1 (WOOD LOOK) 3 - METAL WALL PANELS AND TRIM 3.1a METAL WALL PANEL SYSTEM - MWP-1 (WHITE) 3.1b METAL WALL PANEL SYSTEM - MWP-2 (DARK GRAY) 4 - FENESTRATION 4.1 ALUMINUM WINDOW (WHITE) 4.2 ALUMINUM CURTAINWALL SYSTEM (WHITE) 4.2a ALUMINUM STOREFRONT SYSTEM (WHITE) 4.3 ALUMINUM CURTAINWALL SYSTEM (BLUE) 4.3a ALUMINUM STOREFRONT SYSTEM (BLUE) 4.4 TRANSLUCENT FIBERGLASS WINDOW SYSTEM 4.5 ALUMINUM SILL - COLOR TO MATCH FCP-1 5 - ACCESSORIES 5.1 DECORATIVE SIGNAGE - TYPE DS5 5.2 GLASS PANEL EXTERIOR RAILING SYSTEM 5.3A CLEAN AND GRIND SMOOTH - PAINT STEEL COLUMN PNT-11 5.3B CLEAN AND GRIND SMOOTH - PAINT STEEL COLUMN PNT-12 5.4 ALUM SUNSHADE DEVICE 5.5 CONTROL JOINT 5.6 KNOX BOX PROVIDED BY OWNER; INSTALLED BY G.C. 5.7 DATESTONE - SEE SIGNAGE SCHEDULE FOR ELEVATION 7 - MEP 7.1 MECHANICAL EQUIPMENT PER 'H' DWGS 7.3 LIGHT FIXTURE BY EC 7.4 SOLAR PANEL PER 'E' DWGS 8 - ROOFING 8.1 ALUM ROOF EDGE SYSTEM. 7.5" FACE DIM. COLOR TO BE WHITE. 8.2 ALUM ROOF EDGE SYSTEM. 11.5" FACE DIM. COLOR TO BE WHITE 8.3 ALUM COPING SYSTEM. 11.5" FACE DIM. COLOR TO MATCH FCP-1

8.3 8.3

8.3

7.1 8.1

7.1

T.O.S. AREA C BUMP OUTS 1055' - 0 1/2"

8.2

8.1

1.4

T.O.S. AREA C 1052' - 10 1/4" ROOF PLAN 1050' - 6"

3.1a

5.5

1.2

1.5

1.4b

2.1

1.5

2.1

1.4b

1.2

1.5

3.1b W2

5.4

4.1

5.5 1.2

1.5

CW16a

CW17b 1.3

5.4

7.3

1.5

1.4b

1.2

1.5

3.1a CW12a

1.6

5.5

4.2

1.4b

4.1

4.2

1.5

SECOND FLOOR 1036' - 6"

2.1

1.5

CW17a 1.3

4.2

CW12a

1.6

4.2

4.1

4.5 1.6 1.4b

1.4b

1.2

6A A131

1.6

2.1

1.2

4.5

5.3B FIRST FLOOR 1022' - 6"

2.1 1.4b

8.2

3.1a 1.3

5.4

W1R 5.5

1.7

W1L

1.1

W1R

1.6

5.5

W1L

1.1

W1R

1.6

W1L

5.5

W1R

1.1

1.6

5.3B

W1L

5.5

1.6

5.5

GROUND FLOOR 1008' - 6"

C002/2

ARCHITECTS VEBH ARCHITECTS, P.C. 470 Washington Road Pittsburgh, PA 15228 412.561.7117 www.vebh.com

AREA C - NORTH

REVISIONS

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

b0.5

7.1

8.3 8.1

7.4

CW12a

1.4b

7.3

1.6

CW12a

4.5

5.4

1.4b

4.1

1.1

W1L

W1R 5.5

1.6

C:\Users\acummins\Documents\REVIT LOCAL FILES\178605_FRSD Intermediate School_CENTRAL_acummins.rvt 1/10/2019 12:56:42 PM

CW12a

5.4

CW17a

4.5

1.4b

4.2

4.5

4.2

5.4

7.3

5.5

1.6

1.1

W1L

1.6

W1L

W1R

1.6

1.1

1.6

1.7

W1L

1.1

W1R 5.5

1.1

W1L

FIRST FLOOR 1022' - 6"

1.1

1.6

bE 7.1

8.1

8.3 8.2

GROUND FLOOR 1008' - 6"

D T.O.S. AREA C BUMP OUTS 1055' - 0 1/2" T.O.S. AREA C 1052' - 10 1/4"

2.1 5.5

1.5

1.2

ROOF PLAN 1050' - 6"

INTERMEDIATE SCHOOL 1.2

CW18

5.4

1.5

4.2

SECOND FLOOR 1036' - 6"

CW12b

1.3

7.3

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

3.1a 5.5

AREA C - TYP RETURN ELEV

A131

8.1

1.4

2.1

FIRST FLOOR 1022' - 6"

GROUND FLOOR 1008' - 6"

bC.4 bC.5

1.2

1.4b

A203

bB bC

1.5

1.1

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

8.3

1.2 7 A961

AREA C - SOUTH

SECOND FLOOR 1036' - 6"

1.2

4.1

1.4b

W1R 5.5

1.6

SECOND FLOOR 1036' - 6"

5.4

1.5

1.4b

W1R

1.6

1.5

1.3

1.6

W1L

1.2

CW17b

1.3

T.O.S. AREA C 1052' - 10 1/4" ROOF PLAN 1050' - 6" 1.4

1.2

1.5

4.1

5.5

4.2

4.1

1.5

7.3

1.4b

1.1

1.6

8.1

ROOF PLAN 1050' - 6"

5.4

1.5

W2 5.4

1.4

2.1

1.2

1.6

W1R

bG T.O.S. AREA C BUMP OUTS 1055' - 0 1/2" T.O.S. AREA C 1052' - 10 1/4"

1.4b

4.1

5.5

4.2

1.5

b12 7.1

5.4

1.5

4.1

1.2

5.4

1.5

b11

8.3

5.5

1.4b W2

5.5

1.3

1.4

2.1

4.2

1.2

b10

8.1

5.4 W2

5.4

1.5

7.1

8.3

1.4 1.4b

A203

8.1

2.1

SEE -1/A202 / ---

A203

5.4

AREA 'A' 1.5

8.2 5.3B

2.1

1.4b

3.1a

FOR

FIRST FLOOR 1022' - 6"

1 A203

1.4b

FRANKLIN REGIONAL SCHOOL DISTRICT AREA 'B'

5.1

5.3A

1.3

5.3B

1.1

3 A203

DRAWING NO.

TRUE NORTH

KEY PLAN

AREA C - WEST

NOT TO SCALE

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

PROJECT NORTH PROJECT NO.

ELEVATIONS - AREA C

5 A203

2 A203

3210 SCHOOL ROAD, MURRYSVILLE, PA 15668

AREA 'C'

5.5 GROUND FLOOR 1008' - 6"

A203

SARDIS ROAD MURRYSVILLE, PA 15668

1.5

A203 178605

DATE

1/8/2019

FRANKLIN REGIONAL INTERMEDIATE SCHOOL

University of Pittsburgh Posvar Hall Study

SD STUDY EST. $65 MILLION - UNREALIZED

UNIVERSITY OF PITTSBURGH - POSVAR HALL STUDY

Est. $65 million July 2016 - February 2017

As the principal designer in the effort to investigate and articulate building massing for a proposed expansion of the Universityâ&#x20AC;&#x2122;s largest academic only building. Beginning with the analysis 2 prospective sites and the opportunities and challenges associated with each. This evolved into a preliminary study and development of a new architectural language and identity for the Lower Campus district of the University. Architectural elements were explored from the materials, forms, spatial relationships and transparency to break down the existing brutalist architecture and work toward activating the area and create a sense of place that enriches campus life and the student experience through the architecture.

UNIVERSITY OF PITTSBURH - POSVAR HALL STAR

UNIVERSITY OF PITTSBURGH - POSVAR HALL STUDY

Administrative and Office Educational / Support

First Floor

22,500 sf

Fourth Floor

20,750 sf

Collaboration

Second Floor

11,250 sf

Fifth Floor

20,500 sf

Circulation

Third Floor

20,250 sf

Sixth Floor

20,000 sf

UNIVERSITY OF PITTSBURGH - POSVAR HALL STUDY

Freedom Area School District Primary Center

COMPLETED 2015

I joined the VEBH team during DD and followed the project through CD and CA to completion under the direction of the Principal in charge and the project architect. Participated in team design meetings to develop the building concept and elements that would manifest architecturally to bring this building to life. A large scale revit project had never been done at the firm previously and I was tasked to work through these growing pains to develop workflows for drafting, modeling, documentation, and coordination. Working mostly at the direction of the Project Architect and Firm Principal I had my hands on all of the architectural drawings in one way or another, helping the team develop the skills to realize the publishing of a construction document set. I worked through CA on submittal review and job site meetings. Answering RFIâ&#x20AC;&#x2122;s and working with both the contractors and CM to turn what was on paper into the physical building.

$11 MILLION - 55,000 SF

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

$11 million Completed 2015

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

2 A-401

A-401

0.2

1/4" SEALANT JOINT OVER MFR'S SEALANT BACKER

A-402

FIBER CEMENT

SEALANT

USING THE DOUBLE EXPANSION JOINT METHOD OF INSIDE CORNERS REPLACES THE NEED FOR FACE FASTENERS AT THE END OF THE PANEL ROW

MFR'S SEALANT BACKER

FIBER CEMENT PANEL FACE OF INSULATION

PANEL CLIP

METAL FURRING CHANNEL

FACE OF INSULATION

FIBER CEMENT CLIP

TOS - CLERESTORY 1027' - 10 3/4"

7 SF1

SF1

INSIDE CORNER

EXPANSION JOINT

SCALE: 1 1/2" = 1'-0"

SF2

TOP OF MASONRY 1021' - 4" 3

5 BEYOND 2 A-201

10 W1

FACE OF INSULATION WORK POINT FOR JOINT SPACING + 7' - 4" ABOVE FIRST FLOOR LEVEL

2' - 8"

5' - 4"

5 A-202

SECOND FLOOR 1008' - 8" 3

11 TYP.

TYP.

W3 W1

CW1

FASTENER APPLIED TO VERTICAL FURRING MAX. 16" O.C.

SUPPORT CLIP DETAIL

FACE OF INSULATION NICHIHA CLIP

PANEL CLIP - PROVIDE ADDITIONAL STABILIZER CLIP REQUIRED FOR RUNNING BOND PANEL PATTERN

METAL FURRING CHANNEL

METAL FURRING CHANNEL 6

2' - 8"

24 5' - 4"

4' - 8" FIRST FLOOR 996' - 0"

3' - 4"

STARTER TRACK DETAIL

STARTER TRACK

CORNER KEY TRIM

1 A-407

1 A-201

CONTACT PERSON: DANIEL ENGEN

FIBER CEMENT PANEL

OPEN OUTSIDE CORNER

18 GA FLAT STOCK METAL FABRICATED TO WRAP OUTSIDE CORNER

NORTH ELEVATION - AREA K

TYPICAL WALL SECTION

OUTSIDE CORNER

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

SCALE: 1 1/2" = 1'-0"

TYPICAL FIBER CEMENT PANEL DETAILS A

F.2

F.8

G.3

G.7 BULLDOG SIGN/GRAPHIC LASERJET CUT 1/4" ALUM SHEET MOUNTED WITH 1" SPACERS, SIGN PAINTED WITH GRAPHIC PROVIDED BY ARCH. POWDER-COATED FINISH.

1 A-402

A-201

A-410

A-408

7 18

24 1 A-201

3" RIGID INSULATION VAPOR RETARDING AIR BARRIER

BEYOND

10 TYP. FOR 4

SECOND FLOOR 1008' - 8" TOS - CONCESSION 1008' - 4"

11 10

8 3'-0" X 6' 0"; PROVIDE CFMF BOX HEADER BETWEEN LOUVER AND DOOR HOOD

8 1' 6" X 3' 0" IN WALL BEYOND

8 1' 6" X 6' 0"

OPEN

K138/3

K138/4

3 A-201

24 BEYOND

WHITE

BRICK RETURN - SEE 1/A - 407

FREEDOM AREA BULDOGS

ADJUSTABLE MASONRY VENEER ANCHOR

TOP OF MASONRY 1021' - 4"

SEALANT / BACKER ROD

+/- 8' - 0"

FIBER CEMENT EXP JT- SEE DETAIL THIS SHEET

TYPICAL BRICK EXPANSION JOINT :

FACE BRICK

NO MORTAR IN JOINT

TOS - CLERESTORY 1027' - 10 3/4"

WHITE

REFER TO ELEVATIONS FOR LOCATIONS

AIR SPACE W/ FULL HEIGHT CAVITY DRAINAGE MATERIAL

+/- 6' - 0"

WHITE

3" / 12 "

" / 12

26 18" HIGH CAST ALUM. LETTERING MOUNTED ON 1" STAND-OFF'S. HELVETICA MEDIUM FONT, BAKED ENAMEL FINISH EQUAL TO SHERWIN WILLIAMS # SW 6864 'CHERRY TOMATO'. FIELD VERIFY LOCATION WITH ARCHITECT.

K138/5

CONCRETE MASONRY UNIT (VERTICAL REINF. PER 'S' DWGS)

TYPICAL CMU CONTROL JOINT:

HORIZONTAL JOINT REINF. DO NOT BRIDGE CONTROL JOINT

RAKE JOINT -PROVIDE SEALANT / BACKUP REFER TO 'S' DWGS FOR LOCATIONS

SASH BLOCK EACH SIDE OF JOINT

K138/6

TYP. FOR 4

A-201

PREFORMED GASKET

MASONRY MOVEMENT JOINT DETAIL SCALE: 1" = 1'-0"

FIRST FLOOR 996' - 0" 28

FIBER CEMENT OUTSIDE CORNER EXP JT- SEE DETAIL THIS SHEET FIBER CEMENT PANEL SYSTEM CONTINUES BEYOND

WEST ELEVATION - AREA K

2 A-201

ROOF DECK

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

REVISIONS

CFMF @ 16" O.C.

SIM

0.1

1 A-502

METAL SOFFIT PANEL SYSTEM

SIM

1 UNISSUED A-401

2 A-401

METAL ROOF EDGE EXTENDER FASCIA PANEL. 'WHITE'

FACE BRICK

3/4" PT PLYWOOD SHEATHING

ALUMINUM FRAMED WINDOW

MASONRY MOVEMENT JOINT PER DETAIL 4/A-201

ALUMINUM FRAMED WINDOW

REVISED PER ADDENDUM NO. 4

NUMBERED EXTERIOR ELEVATION NOTES J

METAL SOFFIT PANEL SYSTEM - VENTED @ 1018' - 8"

METAL SOFFIT DETAIL SCALE: 1 1/2" = 1'-0"

LOUVER; COLOR: WHITE

METAL PANEL COLUMN ENCLOSURE COLOR: WHITE CAST STONE SILL - COLOR: WHITE

NOT USED

EXTERIOR EXPANSION JOINT SYSTEM

FIBERGLASS SANDWICH PANEL WINDOW

OVERHEAD COILING DOOR - INSULATED

COILING COUNTER DOOR - INSULATED

SUN SHADE DEVICE; COLOR: BLACK

DOWNSPOUT - 4" X 6" - COLOR: WHITE

GUTTER - 8"H X 6"D - COLOR: WHITE

PROTRUDING BRICK PANEL

METAL PANEL;

STANDING SEAM METAL ROOFING - COLOR: WHITE

SNOW GUARD SYSTEM

METAL PANEL WINDOW BOX; COLOR: WHITE

ROOF EDGE OVERFLOW SCUPPER

DIMENSIONAL CHARACTERS

SOUTH ELEVATION - AREA K

RETAINING WALL

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

CAST STONE WATER TABLE - COLOR: WHITE

4'H. CAST IRON DOWNSPOUT BOOT BY P.C.

LIGHTING FIXTURE PER 'E' DWGS

THRU-WALL OVERFLOW OUTLET

TYP

WHITE

5 A-202 W1

SECOND FLOOR 1008' - 8"

8 3

TYP

K138/2

K137/1

5' - 4"

2 A-201 6

W2 29

C K

2 W2

3 1 A-407

ELEVATION KEY PLAN KEY PLAN

EXISTING MIDDLE SCHOOL

DRAWING NORTH

PRIMARY CENTER FOR

FREEDOM AREA SCHOOL DISTRICT

ROOF ACCESS LADDER

1701 EIGHTH AVENUE FREEDOM, PA 15042

ELEVATIONS - AREA K DRAWING NO.

A-201 PROJECT NO.

L B

FIRST FLOOR 996' - 0"

KEY PLAN

2' - 8"

18 5' - 4"

ADDITION FIBER CEMENT PANEL SYSTEM - PPG COLOR # (WHITE)

2' - 8"

C:\Users\acummins\REVIT\159906 Central_acummins.rvt 4/21/2014 8:57:07 AM

ALUMINUM FACIA

A-201

FINISH GRADE OR PAVEMENT PER SITE DWGS

BRICK RETURN SEE 2/A - 407

ALUMINUM FRAMED CURTAINWALL

A-201 19

TOP OF MASONRY 1021' - 4"

CLOSURE

159906

DATE

2/7/14

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

1 A-201

0.2

128' - 8" FOUNDATION DRAIN TYP. 23' - 5"

24' - 9"

1 A-401

K133/1

K124b

LOCKERS K117

2 A-501

5' - 6"

6 LOCKERS 8 TYP.

FACULTY TOILET

TB-7

K126/1

1 B 7 5/8"

2' - 4"

21' - 4" 4' - 0" MO

K129/1

6' - 0"

C 2 A-505

K127/1 TOILET K127

7 5/8"

4 7/8"

TB-1

REVISIONS

CPT

MB/TB-1

7 1/4"

22' - 9 3/4"

CPT

FOR TYP. WALL DIMENSIONS AND WALL TYPES SEE RM K111 U.N.O.

CPT

3 LIN

LIN

W1FD

6' - 0" MO

4' - 0"

10' - 0"

5' - 4" MO

4' - 0"

6' - 0" MO

1' - 0" MO 3' - 8"

NOT USED

METAL PANEL COLUMN ENCLOSURE PER 7/A-406; OUTSIDE DIAMETER PER PLAN

INFILL OPENING WITH 8" CMU AND HORIZ. JOINT REINF.

PRE-FABRICATED METAL GRATE AND STEEL PLATE STRINGER STAIR AND RAILING SYSTEM

DISPLAY CASE SEE A-803

SEE A-813 FOR DISPLAY CASE 'C'

FIRE EXTINGUISHER CABINET (FEC); INSTALL AT 48" MAX. A.F.F. TO HIGHEST OPERABLE PART.

1' - 0" MO 3' - 8"

FD W1

W2 6' - 0" MO

W2 4' - 0"

2' - 0" 96' - 0"

5' - 4" MO

4' - 8"

5' - 4" MO

4' - 0"

6' - 0" MO

118' - 8" 1' - 0 3/8" 3 A-201

BRACKET MOUNTED FIRE EXTINGUISHER; INSTALL AT 48" MAX A.F.F. TO HIGHEST OPERABLE PART; FINAL LOCATION TO BE COORDINATED IN FIELD. TEAM ROOM BENCH TYP AND WALL HOOKS. SEE A-806 FOR DETAIL

DEFIBRILLATOR CABINET; INSTALL @ 48" MAX AFF TO HIGHEST OPERABLE PART DEFIBRILLATOR PROVIDED BY OWNER

LOCKER TYPE B

1 - 1/2 HR B LABEL, INSULATED FIRE RATED ACCESS DOOR (32" X32"), PROVIDE DOOR HARDWARE SET 54.

E L

ADDITION

EXISTING MIDDLE SCHOOL

2' - 8"

DRAWING NORTH

KEY PLAN

PRIMARY CENTER FOR

FREEDOM AREA SCHOOL DISTRICT

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

1701 EIGHTH AVENUE FREEDOM, PA 15042

4/21/2014 8:51:50 AM

FIRST FLOOR PLAN - AREA K DRAWING NO.

A-102 SEE A-601 FOR PARTITON TYPES 1

C K

3' - 8" 1' - 0" MO

G H

DS FD

MATCH LINE SEE A - 103

2' - 0"

DS FD

1' - 0" MO 3' - 8"

2' - 3 5/8"

DS FD

8' - 0" MO

FIBERGLASS REINFORCED CONCRETE COLUMN ENCLOSURE; FINISH PER SCHEDULE

7' - 4"

2' - 4 5/16"

REVISED PER ADDENDUM NO. 1

A-401

2' - 0"

4' - 8"

1' - 0 3/8" 2' - 6"

FD FD

REVISED PER ADDENDUM NO. 4

LIN

5 A-407

REF.

K137/1

REVISED PER ADDENDUM NO. 6

NUMBERED CONSTRUCTION NOTES

23' - 1 3/8"

IAMB-1

MB/TB-2

7 1/4"

22' - 9 3/4"

FOR TYP. WALL DIMENSIONS AND WALL TYPES SEE RM K111 U.N.O.

IAMB-1

MB/TB-2

FOR TYP. WALL DIMENSIONS AND WALL TYPES SEE RM K111 U.N.O.

43' - 4 1/8"

IAMB-1

CPT

MB/TB-1

7 1/4"

HEADSTART K126

HEADSTART K128

K138/2

0.1

54' - 8"

3' - 4" MO

ELEV.

TB-1

IAMB-1

34' - 8"

C 3 A-402

1 A-505

A-802

K128/1

K124a/1

4 7/8" 5' - 7 9/16"

ALCOVE K124a K125

K117/1

6 LOCKERS

KINDERGARTEN K131

FOR TYP. WALL DIMENSIONS AND WALL TYPES SEE RM K111 U.N.O.

MB/TB-2

47' - 3 5/8"

K123/1

4' - 0"

MB/TB-1

4 7/8"

MB-5

FACULTY TOILET

21' - 8 5/16"

TOILET K129

6 LOCKERS

TB-5

1' - 4"

TOILET K132/1 K132

A-802 6 LOCKERS

FEC

TB-1

B FILE K123

K121/1 E1 RWC

4 A-202

K115/1

19' - 6 1/4" E1 MB-TB-6

11' - 3 1/2"

OFFICE K121

TB-5

2' - 7"

5 LOCKERS

PASSAGE K114 23' - 2" SEE A-802 FOR ENLARGED PLAN

K130/1 SGI K130

22' - 8"

11' - 5"

MB-5 SIM (3'-0" X 4'-0")

2 SGI 1 K113 1 19' - 6 1/4"

FIRST AID K122

3' - 4" MO

MB/TB-2

5' - 1"

4 7/8" 7 1/4"

7' - 8 1/8" 1' - 0"

6' - 6"

IAMB-1

TB-1

KINDERGARTEN K133

K137

4' - 0" MO

B 6' - 0"

13' - 0"

FOUNDATION DRAIN

A-102

MB-5

43' - 8 1/8" 4' - 4 3/8"

10' - 0" 1' - 0" TB-5 1' - 4"

2' - 7"

K131/1

4 7/8"

K119/1

MB/TB-2 SIM

TOILET E1 K134 K134/1

5 LOCKERS

4 7/8"

K121/2

1' - 4" HOLD

E1 TB-2

4 7/8" 8' - 1 1/4"

5 LOCKERS

6 LOCKERS

K116/1

5 LOCKERS

MB/TB-1

TB-5

5 LOCKERS

8' - 3 1/4"

6' - 5 1/4" 7 1/4"

6 LOCKERS

22' - 9 3/8"

K138/6

4' - 0" 6' - 0" MO

10' - 0"

22' - 6"

A-802

C:\Users\acummins\REVIT\159906 Central_acummins.rvt

LOCKERS K110

K118/1

FIELD STORAGE

G.7

23' - 8"

10' - 0" 1' - 0" TB-5

K110/1

9' - 5 1/8"

11' - 4"

A-401

6 LOCKERS

KINDERGARTEN K115

5 LOCKERS

1' - 0"

5' - 0"

7 5/8"

9' - 3 5/8"

4' - 10"

K139/1 K136/1

15' - 0 3/4" K138/3 K138/4

7 5/8"

K138/5

6' - 0" MO 6' - 0" MO

4' - 0"

10' - 0" 10' - 0"

1' - 9 7/8"

G.3

6 LOCKERS

7 5/8"

4' - 0"

6' - 0" MO

4' - 8" 17' - 0"

52' - 4"

7 5/8"

4' - 0 3/4"

11' - 4"

FD FD

18" ø TYP. FOR 4 LINE OF ROOF ABOVE

4' - 0 1/2"

1' - 4" IDF HOLD K135

STORAGE K136

Sim 3 TYP. A-104

TYP. AT LOCKER C BAYS

11' - 3"

K135/1

STORAGE K139

K111/1

K112/1

TB-1 FD

F.8

K109/1

K105

9' - 5 1/2"

4" TYP

5' - 11 1/4"

CONTACT PERSON: DANIEL ENGEN

1 A-407

4 7/8" 7 5/8" 11' - 4 1/4"

MB-5

ALCOVE K120

7 1/4"

22' - 9 3/4"

FOR TYP. WALL DIMENSIONS AND WALL TYPES SEE RM K111 U.N.O. TOILET K116 TB-1

TOILET K112

TB-1

12' - 11 3/8"

9' - 5 1/8"

SEE A-801 FOR ENLARGED FLOOR PLAN

K108/1

K107/1

SGI

FAMILY D TOILET

VESTIBULE K106

CONCESSIONS K138

KINDERGARTEN K111

TOILET K108

7 1/4"

22' - 9 3/4"

12' - 11 3/8"

TB-1

1' - 1"

8' - 8"

K138/1 3' - 4" 3' - 4" MO

2' - 0"

FOR TYP. WALL DIMENSIONS AND WALL TYPES SEE RM K111 U.N.O.

K109

7' - 4 3/8"

K106/1

6' - 4" MO

3' - 4" FD

2 A-201

3' - 4" MO

K104/1

5' - 4" MO

28' - 8"

117' - 0"

1 A-402

K105/1

1' - 4"

7 5/8" FD

JAN K104 7' - 4"

F.2

RWC

10 A-407

K102/1

ALCOVE K103

4 7/8" EQ

3' - 4" MO

33' - 4"

K101/1

SEE A-503 FOR ENLARGED PLAN

KINDERGARTEN K107

SEE A-501 FOR ENLARGED PLAN

1 A

6' - 4"

6' - 0"

17' - 0"

1' - 4"

4' - 8"

42' - 0"

23' - 4 3/8"

SEE A-501 FOR ENLARGED PLAN

7 1/4"

22' - 9 3/8"

TB-5

K102

D MB/TB-2

K101

3' - 10 3/4"

WOMENS RESTROOM

8' - 0 3/8"

IAMB-1

7 5/8"

MENS RESTROOM

TYP. BRICK RETURN

11' - 4 1/4"

K100/1 STAIR #1 K100

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

3 A-407

1' - 0 3/8"

LIN

CPT

PRINCIPAL K119

5' - 0"

CPT

CONFERENCE ROOM K118

8' - 10 1/4"

CPT

IAMB-1

8' - 6"

LIN

TYPICAL WINDOW BOX

7' - 4"

9' - 9 5/8"

LIN

19' - 0"

1 A-410

5' - 4"

1' - 4" FD

6' - 0"

1' - 4" 2' - 0"

TYPCIAL WINDOW BOX

4' - 8"

1 1' - 0 3/8"

5' - 4"

22' - 6"

22' - 8"

2' - 4"

4' - 8"

5' - 4" MO

1' - 8 3/8"

4' - 0"

1' - 4"

6' - 0" MO

4 7/8"

8' - 0"

2' - 1"

TB-7

84"X18"

4 1/4"

9' - 3"

2' - 0" 3' - 8" 1' - 0" MO

3' - 8" 1' - 0" MO

7 1/4"

6' - 0" MO W2

17' - 2 1/4"

4' - 0"

84"X18"

5' - 4" MO

4' - 8"

IAMB-1

5' - 4" MO

4' - 0"

4 7/8" 4' - 1 3/4"

3' - 4"

24" ø

6' - 0" MO

4 7/8"

A-407

3' - 8" 1' - 0" MO

IAMB-1

2' - 0" 8 A-407

1' - 8 3/8"

LINE OF FLOOR ABOVE

12' - 8"

23' - 5"

MATCH LINE SEE A - 103

96' - 0" 23' - 5"

8' - 0"

32' - 8"

PROJECT NO.

159906

DATE

2/7/14

MATCH LINE SEE A - 102

NUMBERED CONSTRUCTION NOTES

93' - 11"

TYP FOR 3

FD FD

L115/3

BRACKET MOUNTED FIRE EXTINGUISHER; INSTALL AT 48" MAX A.F.F. TO HIGHEST OPERABLE PART; FINAL LOCATION TO BE COORDINATED IN FIELD. TEAM ROOM BENCH TYP AND WALL HOOKS. SEE A-806 FOR DETAIL

DEFIBRILLATOR CABINET; INSTALL @ 48" MAX AFF TO HIGHEST OPERABLE PART DEFIBRILLATOR PROVIDED BY OWNER

LOCKER TYPE B

1 - 1/2 HR B LABEL, INSULATED FIRE RATED ACCESS DOOR (32" X32"), PROVIDE DOOR HARDWARE SET 54.

SCALE: 1/2" = 1'-0"

2-HOUR HORIZONTAL SHAFT WALL ASSEMBLY PER A-601

2 02 2 AFD

VESTIBULE L105a

A-403

10 0' -

4 7/8"

ENLARGED PLAN

CONTACT PERSON: DANIEL ENGEN 2-HOUR FIRE RESISTIVE MASONRY WALL CONSTRUCTION

MASONRY TO ONE COURSE ABOVE HORIZONTAL SHAFT WALL ASSEMBLY

1" BUILDING EXPANSION JOINT

LINTEL PER 'S' DWGS

" -0

CEILING TO CEILING EXPANSION JOINT COVER FD

' 66

LINTEL PER 'S' DWGS

26' - 0 1/2"

10' - 10 1/2"

2 A-103

SEE A-503 FOR ENLARGED PLAN

L102/1 4 7/8"

A B100/1

8" 3/

R6 7' -

3' - 4"

FIRE EXTINGUISHER CABINET (FEC); INSTALL AT 48" MAX. A.F.F. TO HIGHEST OPERABLE PART.

CW3

TB-2

L103/3

SF5

L101

STAIR #2 L104

SEE A-813 FOR DISPLAY CASE 'C'

L103/4

16' - 3 3/8"

" -3

GPBD TO WRAP AROUND OPENING

SF3

WAITING L102

WORK ROOM

' 26

S E1

8" 1/

L103/1

BL-2

" -4 6' O M

-0

SF4

B.2

' 14

'15

4" 3/

SECURE VESTIBULE L103

2" 1/

18" Ø

L103/2

-3

L100/1

SECRETARY L100

' 22

A-503

DISPLAY CASE SEE A-803

CW2

4" 'FD

A.5

8" 3/

PRE-FABRICATED METAL GRATE AND STEEL PLATE STRINGER STAIR AND RAILING SYSTEM

INFILL OPENING WITH 8" CMU AND HORIZ. JOINT REINF.

A-407

METAL PANEL COLUMN ENCLOSURE PER 7/A-406; OUTSIDE DIAMETER PER PLAN

SIM

ALIGN NEW GPBD WITH EXISTING

CW2

NOT USED

A-407 FD

10' - 4"

3 02 2 A-

A-405

FIBERGLASS REINFORCED CONCRETE COLUMN ENCLOSURE; FINISH PER SCHEDULE

A.2

21' - 0" LINE OF OVERHANG ABOVE

17' - 4" SIM

7 1 A-407

1 A-2 02

5' - 4" MO

UP " -8

ALCOVE L105b

11 8' R1

9 R1

" -4

7/ 8"

" -0

MB-5 FD FD

" 5'

-0

FD FD

10' - 0"

3' - 4" FD

8' - 0"

3' - 4"

8' - 7 5/8"

8' - 0"

24' - 0" 1' - 4"

27' - 11 1/2"

J 12' - 7 3/8"

4' - 9" +/-

L126/2

L D

ALIGN

CORRIDOR B104

L126/1

ADDITION

EXISTING MIDDLE SCHOOL

EXG

2 A-103

B100/1

EXG EXG

EXG

CORRIDOR B107

DRAWING NORTH

KEY PLAN

PRIMARY CENTER EXG

L132/1

' 24 1 -1

MUSIC CLASSROOM A-806

B100

STORAGE B100b

TECHNOLOGY EDUCATION WORKROOM

CADD LAB B101

TECH ED B103

B102

FOR

ART B105

-6

FREEDOM AREA SCHOOL DISTRICT

EXG

Sim

18' - 9"

8" 3/

MDF L132

Sim

4 7/8"

8" 1/

2' - 0"

A-806

8" 7/

7' - 6 3/4"

" -4 5' O M

TB-3

1701 EIGHTH AVENUE FREEDOM, PA 15042

WORK POINT

FACE OF EXISTING BUILDING

FIRST FLOOR PLAN - AREA L 4/21/2014 8:53:25 AM

WORK POINT DRAWING NO.

26' - 10 3/8"

1 A-103

FIRST FLOOR PLAN - AREA L2 SCALE: 1/8" = 1'-0"

1" EXP. JT.

97' - 6 1/4"

A-103

Q SEE A-601 FOR PARTITON TYPES

4 A-203

D 10' - 0"

7 5/8" 1" EXP JT 7 5/8"

MB-TB-7 4' x 8'

3 A-203

6' - 4" MO

1' - 4"

3' - 0 3/4"

4' - 0" 7 5/8"

7' - 4"

REVISED PER ADDENDUM NO. 1

4 7/8"

MB-TB-7 4' x 8'

2' - 8 3/8"

4' - 0"

13' - 5 3/4"

A-404

' 38

14' - 6" 4 LOCKERS

5' - 5 5/8" 2' - 7 3/8"

" -6 1'

51 " 3/ 8" -3 4'

1' - 8"

10' - 0" 1 HR. RATED CONSTR.

4" 9"

20 'R

33 '-

° .00 135

5 02 2 A-

" -4 3' O M

13 14 15 1 2

59' - 0 1/8"

1/ 4" 10

" -4

1/ 2" 3 '10

1/ 8" 9 '-

9' - 11" 5' - 0"

A-103

2" 1/

-4

MATCH LINE SEE A - 102

' 17

9' 4" L 3/ E 9 AN '- P 11 AL ET M

DRY STORAGE L130

LOCKER L124 21' - 7 1/4"

CORRIDOR L126 5' - 4" C2 MO

SK A-806 6.6

REVISED PER ADDENDUM NO. 4

1 A-203

EXG

OFFICE L131

B 12

2" 1/

A-404

L131/1

ALCOVE L123

REVISED PER ADDENDUM NO. 6

7 1/4" 15 0.32 4 -2 SAK

TOILET L120

L130/1

" -0

A-502

MB-TB-7 4' x 8'

4' - 0"

KITCHEN L129

8" 5/

' 13

7 5/8"

2" 1/

9' - 3 5/8"

REVISIONS

DN D

L123/1

EXP. JT

-8

C:\Users\acummins\REVIT\159906 Central_acummins.rvt

" -4 " 1' - 4 3' O M

" -0

' 47

' 25

SIM-T/WALL +48" AFF

L121/1

7 5/8"

" -8

4' - 8"

4' - 0 3/8" 3' - 4"

' 27

9' - 4"

L129/1

3 DN

8' - 6 1/4"

L127/1

A-203

8" 5/

SEE A - 503 FOR ENLARGED PLAN

7' - 4"

MB-TB-6

CORRIDOR L127 BL-1

STAIR #3 L128

" -9



L128/1

18" Ø

L118/1

L120/1

SGI L118

' 21

" -8

TYP FOR 2 2 A-405

PASSAGE L121

A-806

BL-1

CONCRETE RISERS AND STAIRS PER SITE DWGS

8" 3/

MB-5

L119/1

RWC

FEC

OFFICE L119

TB-2

8" 7/ " -9 9'

8" 7/

" -0 4' O M

8" 1/

L129/2

-6

' 12

' 11

4" 1/

TOILET L125

TB-1

STORAGE L122

L122/2

L115/2

6 A-806

L117

" -4 6' O M

L119/2

L116 8" 7/

0 -1

10 8" 7/ 4 8' 8"

L116/1

' 10

" 32 7/

LINE OF OVERHANG ABOVE

2 03 2 A-

8" 1/

8" 7/

CW5

8" 5/ 10 '14 MECH

2" 1/ 3

GYM 8" ' - STORAGE

L117/1

" -0

4" 3/

8" 3/

" -4

' 10

-7 4'

L111/1 FD

4" 3/

A-405

" 10

" -2

' 18

' 35

'"2 -4 3' O M

4" 1/

A-404

A-406

' 31

STAGE L114

4" 1/

-1

-4

FD FD

' 22

8" 3/

SCALE: 1/2" = 1'-0"

8" 3/

' 11

A-806 1

L115/4

FACULTY DINING L110

A-806

DETAIL @ EXPANSION JOINT

1 1'

8" 7/

L108/1

1' - 8 1/2"

8" 3/

9' - 6"

2" 1/

8" 7/

L110/1

3 A-103 FD

" -4 6' O M

A-403

TB-2

8" '-

L113/1 B

4" 1/

7 1/4" 7' - 5"

" -0

-5

REF.

CAFETERIA L111

4 7/8"

12' - 10"

' 12

BOYS L108

STORAGE L113

ALCOVE L109 1' - 4"

MB-5

IAMB-1

MB-5

2" 1/

TB-2

L106/1 5' - 0"

1 -1

L107/1

' 25

12' - 10"

L112a/1

L112

L112/1

9' - 6 1/4"

11' - 1 5/16"

FEC

COMM. CONF.

GIRLS L107

CLOSET L112a

A-806

" -8

' 12

JAN CLOSET/ELEC 9 L106

A-806

GYMNASIUM L115 SEE DWG A - 901 FOR GYM EQUIPMENT AND COURT LAYOUT PLANS

L106a

FLOOR TO FLOOR EXPANSION JOINT COVER

DISPLAY CASE TYP. LOBBY SEE A-812 FOR LAYOUT L105

6" ELEV. EQUIP

SEE A - 501 FOR ENLARGED TOILET ROOM PLAN

90-MINUTE FIRE-RATED DOOR AND FRAME

L115/1

L106A/1

WALL-TO-WALL EXPANSION JOINT COVER

12' - 4"

9' - 3 11/16"

TREE AND VAULT SEE 4/A - 406

3 A-402

A-403

2-HOUR FIRE-RESISTIVE MASONRY WALL CONSTRUCITON

' 96

LINE OF FLOOR OPENING ABOVE

PROJECT NO.

159906

DATE

2/7/14

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

6 STANDING SEAM METAL ROOFING SYSTEM SEE 1/A-409 FOR TYPICAL NOTES

STANDING SEAM METAL ROOFING SYSTEM - SEE 1/A-409 FOR TYPICAL ROOFING NOTES

EDPM ROOFING SYSTEM PER 1/A-408 LINE OF ROOF EDGE BEYOND

1 1/2" METAL ROOF DECK PER 'S' DWGS

10 A-408

2 A-409

SIM

CFMF TRUSSES AND OUTRIGGER PER 'S' DWGS

1' - 10"

2' - 0"

TOP OF MASONRY 1021' - 4" 1 A-409

SIM

6' - 0" 10 A-408

STEEL FRAMING PER 'S' DWGS 4' - 0"

CONTACT PERSON: DANIEL ENGEN 1 A-410

3 A-410

SUSPENDED ACOUSTICAL PANEL CEILING

OPP

5' - 4" MO

METAL PANEL ENCLOSURE

REINF. CMU PER 'S' DWGS

CAST STONE SILL WITH DRIP(TYP AT ALL DOUBLE HUNG WINDOWS)

EXTERIOR

3 A-410

SUSPENDED CONCRETE SLAB PER 'S' DWGS

SUSPENDED CONCRETE SLAB PER 'S' DWGS 8"

SECOND FLOOR 1008' - 8"

11 A-408

EDPM ROOFING SYSTEM PER 2/A-401

CLASSROOM K221

SIM

SUSPENDED CONC. SLAB PER 'S' DWGS

7 5/8"

HORIZ. JT. REINF. @ 16" OC VERT.

2' - 8"

3 5/8"

1 A-410

TOS - CONCESSION 1008' - 4" 1 3/4"

SECOND FLOOR 1008' - 8"

12 A-408

EXTERIOR

TYPICAL EXTERIOR MASONRY WALL CONSTRUCTION: UTILITY FACE BRICK

C 7 5/8"

STEEL FRAMING PER 'S' DWGS

3" RIGID INSULATION

1 3/4" 3"

FLUID-APPLIED VAPOR - RETARDING MEMBRANE AIR BARRIER

WALL BEYOND

3 5/8"

7 5/8"

3" RIGID INSULATION

CLASSROOM K223

OPP

1 3/4"

5/8" FIBER CEMENT PANEL ON VERTICAL 18 GA 7/8" HAT CHANNEL @ 16" OC ON Z CLIPS @ 48 VERTICALLY; SEE ALSO A-201

CLASSROOM K205

1' - 4"

STEEL FRAMING PER 'S' DWGS

SUSPENDED ACOUSTICAL PANEL CEILING PER SCHEDULE

SUSPENDED ACOUSTICAL PANEL CEILING

FLUID-APPLIED VAPOR - RETARDING MEMBRANE AIR BARRIER

ADJUSTABLE 2 PC. HORIZ. JOINT REINF. @ 16" OC VERT

VENTED METAL SOFFIT PANELS ON SUSPENDED METAL FRAMING

REINFORCED CMU PER 'S' DWGS

2' - 11"

CAVITY DRAINAGE MATERIAL STEEL SUPPORT FRAMING PER 'S' DWGS

CAVITY WEEP/VENT 24" OC

SEE 2/A-401 FOR TYPICAL EXTERIOR MASONRY WALL CONSTRUCTION NOTES

APC PER SCHEDULE

STEEL LINTEL PER 'S' DWGS

JAMB-MOUNTED COILING COUNTER DOOR ENCLOSURE

CONT PT WOOD BLOCKING AT HEAD AND JAMBS

FLEXIBLE THRU WALL FLASHING W/ METAL DRIP EDGE

1' - 6"

5' - 4" MO

12' - 8"

FIBER CEMENT PANEL SEE JAMB DETAILS ON A-602

ALUMINUM WINDOW

KINDERGARTEN K131

METAL PANEL COLUMN ENCLOSURE

6' - 8" MO

KINDERGARTEN K111

CAULK

8 A-410

REVISED PER ADDENDUM NO. 5

REVISED PER ADDENDUM NO. 4

CONCESSIONS K138

FACE BRICK BEYOND

STAINLESS STEEL COUNTERTOP

WINDOW STOOL ALUMINUM CURTAIN WALL FRAMING IN METAL PANEL CLAD BOX

CONT. PT. WOOD BLOCKING AT SILL AND JAMBS

2' - 8"

REINF. CONC. SLAB PER 'S' DWGS

8" MIN

CAST STONE SILL WITH DRIP (TYP AT ALL DOUBLE HUNG WINDOWS)

PT WOOD BLOCKING

CAVITY WEEP/VENT 24" OC

CAST STONE WATER TABLE W/ GALV STRAP ANCHOR

FLEXIBLE THRU WALL FLASHING W/ METAL DRIP EDGE GROUT SOLID

REINF. CONC. SLAB PER 'S' DWGS FIRST FLOOR 996' - 0"

FLEXIBLE THRU- WALL FLASHING / METAL DRIP EDGE

E C

1/2" ISOLATION JOINT W/ COMPRESSIBLE FILLER

CAVITY WEEP / VENT @24 OC

FIRST FLOOR 996' - 0"

2' - 0" GRAVEL

TYPICAL FOUNDATION CONSTRUCTION NOTES:

2 SEE 2/A-401 FOR TYPICAL FOUNDATION CONSTRUCTION NOTES

FLEXIBLE THRU WALL FLASHING W/ METAL DRIP EDGE

CONC. PAVING AND SUB BASE PER SITE DWGS

PRIMARY CENTER SEE 2/A-401 FOR TYPICAL FOUNDATION CONSTRUCTION NOTES

BITUMINOUS DAMPPROOFING

FOR

MORTAR WASH

FREEDOM AREA SCHOOL DISTRICT

PERFORATED FOUNDATION DRAIN GRANULAR FILL IMPERVIOUS FILL

A-401

ENGINEERED FILL. REFER TO THE PROJECT MANUAL SECTION 31 2000 EARTH MOVING FOR THE LIMITS OF ENGINEERED FILL

SCALE: 3/4" = 1'-0"

A-401

WALL SECTIONS - AREA K

WALL SECTION - AREA K

SCALE: 3/4" = 1'-0"

A-401

WALL SECTION - AREA K

DRAWING NO.

A-401

SCALE: 3/4" = 1'-0" REFER TO THE PROJECT MANUAL SECTION 31 2000 'EARTH MOVING', AND THE STRUCTURAL DRAWINGS, FOR THE SCOPE OF OVER-EXCAVATION REQUIRED FOR CONSTRUCTION OF THE FIRST FLOOR SLAB-ON-GRADE.

PROJECT NO.

1701 EIGHTH AVENUE FREEDOM, PA 15042

REINFORCED CONCRETE FOOTING PER 'S' DWGS

WALL SECTION - AREA K

DRAWING NORTH

KEY PLAN TYPICAL FOUNDATION CONSTRUCTION NOTES:

MOLDED SHEET DRAINAGE PANEL W/ GEOTEXTILE FABRIC

REINFORCED CMU FOUNDATION PER 'S' DWGS

B EXISTING MIDDLE SCHOOL

COMPACTED FILL

COMPACTED GRANULAR SUB-BASE PER DWGS S-001

BITUMINOUS DAMPPROOFING ON ALL MASONRY AND CONCRETE IN CONTACT W/ EARTH

ADDITION

REINFORCED CONC SLAB ON GRADE PER 'S' DWGS

GEOTEXTILE FABRIC

EXTRUDED POLYSTYRENE INSULATION

GRAVEL

VAPOR RETARDER - TURN UP @ PERIMETER

GROUT SOLID

2'-10" MAX

WALL BEYOND

C:\Users\acummins\REVIT\159906 Central_acummins.rvt

REVISIONS

COILING COUNTER DOOR

FACE OF WALL BEYOND METAL PANEL ENCLOSURE

4/21/2014 8:58:51 AM

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

TYPICAL EXTERIOR FIBER CEMENT PANEL AND MASONRY WALL CONSTRUCTION

12' - 0"

159906

DATE

2/7/14

9 1

A-503

RECESSED LIGHTING FIXTURE PER 'E' DWGS - TYP FOR 3 THIS WALL - COORDINATE W/ ARCHITECT IN FIELD TYPICAL

5' - 6 1/2"

1001' - 8" 1' - 0"

7' - 7"

CONT. STEEL STRINGER

5' - 6 1/2"

A 9 1/4" STEEL LANDING SUPPORT BELOW BY STAIR MANUF. 4

A-403

26' - 8" 20 TREADS @ 1'-4"

RECESSED LIGHTING FIXTURE PER 'E' DWGS TYP FOR 3 THIS WALL COORDINATE W/ ARCHITECT IN FIELD TYPICAL

17' - 4" 13 TREADS @ 11" EACH

A-503

S CONTACT PERSON: DANIEL ENGEN

CONTINUOUS HANDRAIL SEE 5/A-503 UP

1' - 4"

1' - 0"

HANDRAIL SEE 5/A-503

8" METAL STUD FRAMING @ 16" OC W/ 5/8" IMPACT RESIT. GYP. BD.

6' - 0"

" -0

5' - 0"

EPOXY PRECAST LANDING PANELS

997' - 0" JT 1' - 4"

CONTINUE STRINGER TO WALL

JT 1' - 4"

996' - 0"

STEEL LANDING SUPPORT BELOW BY STAIR MANUF.

DN 7 A-503

GYP. BD. HOLE IN WALL 2'-0" ROUND W/ 1/4" TEMP. GLASS AND FASTENERS. SEE 9/A-807 SIM

A-503

R 1008' - 8"

2 A-503

ENLARGED PLAN - STAIR 2-1

SCALE: 1/4" = 1'-0"

A-503

ENLARGED PLAN - STAIR 2-2 SCALE: 1/4" = 1'-0"

BIRCH TRIM 1-1/2" x 3/4"

3/4" BIRCH PLYWD.

5/8" IMPACT RESIST GWB

3/4" PLYWD NAILER

5/8" IMPACT RES. GWB ON 8" MTL STUD FRAMING 16" O.C.

3/4" BIRCH PLYWD.

CAULK JOINT

BIRCH TRIM 1-1/2" x 3/4"

TS 2" x 12" STRINGER CONT. TO WALL BEYOND 3/4" PLYWD NAILER CONCRETE & DECK LANDING

5/8" IMPACT RESIST GWB

9 1/4"

SECOND FLOOR - AREA L 1008' - 8"

BIRCH CAP DETAIL

A-503

SCALE: 1 1/2" = 1'-0"

STRUCTURAL STEEL LANDING FRAMING

7 A-503

9'-6" AFF

STAIR & RAILING AT WALL RETURN - STAIR 2 SCALE: 1" = 1'-0"

E C K

A-503

L D

B 1-1/2" SOLID MAPLE CAP W/ EASED EDGES. MITER ALL JOINTS. NO LENGTHS SHORTER THAN 10'

1-1/2" SOLID BIRCH CAP W/ EASED EDGES. MITER ALL JOINTS. NO LENGTHS SHORTER THAN 10'

1/2" OVERLAP AND CAULK

ADDITION

EXISTING MIDDLE SCHOOL

DRAWING NORTH

KEY PLAN TS 2" x 12" STRINGER CAULK PERIM.

STEEL HANDRAIL BRACKETS @ 5'-0" O.C. MAX

CAULK JT - CONT.

STAIR BEYOND 1' - 4" TYP.

STRINGERS TS 2" x 12"

POUR STOP

PRIMARY CENTER

3' - 6"

FACE OF WALL BEYOND

RUBBER SHEET FLOORING @ LANDING 1"

STEEL HANDRAIL BRACKETS @ 5'-0" O.C. MAX

5/8" IMPACT RESIST GWB ON 8" MTL STUD FRAMING 16" O.C.

PRECAST TERRAZZO TREAD/RISERS W/ NONSLIP NOSING INSERTS

1' - 0"

INT. LANDING 1001' - 8"

STRINGERS TS 2" x 12"

1' - 4" TYP.

FOR LINOLEUM FLOORING

FREEDOM AREA SCHOOL DISTRICT 3"

STRINGER BEYOND SECURE STRINGER TO CONCRETE LANDING

2' - 10"

5/8" IMPACT RESIST GWB ON METAL FRAMING 16" O.C.

SECOND FLOOR - AREA L 1008' - 8"

1701 EIGHTH AVENUE FREEDOM, PA 15042

CONCRETE FLOOR AND DECKING @ LANDING

STEEL PAN

STRINGER BEYOND

CONC & DECK

STEEL CHANNEL PROVIDED BY STAIR MANUFACTURER

STEEL LANDING FRAMING BY STAIR MANUF.

STRINGER BEYOND

4 A-503

STAIR & RAILING AT LANDING - STAIR 2 SCALE: 1" = 1'-0"

6 A-503

ENLARGED STAIR #2 PLANS SECTIONS AND DETAILS DRAWING NO.

A-503

STAIR & RAILING AT TOP - STAIR 2 SCALE: 1" = 1'-0"

PROJECT NO.

159906

DATE

2/7/14

FREEDOM AREA SCHOOL DISTRICT - PRIMARY CENTER

WINDBER MEDICAL CENTER - ED ADDITION STUDY

WINDBER MEDICAL CENTER - ED STUDY

RFP RENDERINGS - K-12

RFP RENDERINGS - K-12 / HIGHER ED

PROFESSIONAL PORTFOLIO

ADAM B. CUMMINS, RA, MBA acummins.arch@gmail.com 412.580.5856