36C25019B0031-003.pdf

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118 400

CITY OF DAYTON

FIRE HOUSE NO. 17

131 26

34139

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4100 WEST THIRD STREET

U.S. ROUTE 35

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M A R Y L A N D

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DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

M

IN

N E S O T A

A V E

TEXAS AVE.

Dayton, Ohio 45428

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

XXXX

X

SIM

BUILDING SITE

FLOOR SLAB

FIN. CEILING

9'-0"

STRUCTURE ABOVE

15'-6"

9.80

9.21

9.02

7.82

9.21

S1.0

9.21

4 7/8"

9.02

9.80

T1.0

FLOOR SLAB

TOP OF OPENING

STRUCTURE ABOVE

9.21

9.02

9.80

9.21

2.03

4 7/8"

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Department of Veterans Affairs Medical Center

ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

Dwg. of

TERRACON CONSULTANTS, INC.

GEOTECHNICAL ENGINEER

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513.321.5816 P

CULTURAL RESOURCE ANALYSTS, INC.

HISTORIC PRESERVATION

201 NW 4th STREET

SUITE 204

EVANSVILLE, IN 47708

812.253.3009 P

812.253.3010 F

VAMC Dayton Repair Protestant Chapel

03-09-2018

COVER SHEET

G001

LPTH

17003.00

552-19-202

Dayton, OH

VAMC Dayton Repair Protestant Chapel

4100 West 3rd Street Dayton, Oh 45428 PROJECT #: 552-19-202

G001 COVER SHEET

A101 DEMOLITION PLANS

A102 NEW FLOOR PLANS, DETAILS

A103 REFLECTED CEILING PLAN, FINISH PLAN, ELEVATIONS

S100 GENERAL NOTES

S101 FRAMING PLANS

S201 EXTERIOR ELEVATIONS

S202 EXTERIOR ELEVATIONS

S301 INTERIOR ELEVATIONS

S401 REPAIR DETAILS

S402 REPAIR DETAILS

GENERAL CONSTRUCTION NOTES

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS SPECIFICALLY

NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A PARTICULAR SURFACE,

CONTRACTOR SHALL PROVIDE FINISH(S) AS INDICATED AT SIMILAR

CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL SYSTEMS

WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE THE

OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF THE

WALL.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE.

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING ONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

DRAWING INDEX

GRAPHIC SYMBOLS

N

PROJECT

Vincinity Map N

PROJECT

Dayton Campus map

N.T.S.Scale:

Wall Types

Revisions Date

2.03 Existing wall to remain.

7.82 Continuous acoustic sealant @ non-rated walls, each side.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.21 5/8" Type X gypsum board.

9.80 Acoustic insulation

DETAIL NOTES

UP

2.08

2.09

Housekeeping

Toilet

Office

T1.0

2.11

2.10

2.12

2.12

2.06

2.13

2.14

2.16

1.03

2.19

2.20

2.172.17

2.172.17

2.18

2.18

2.21

2.22

1.01

2.23

2.24

2.05

2.04

Stair

S01

Basement

Electrical

Storage

1.04

1.01

1.01

1.01

A101

1.04

A101

1.03

2.052.22

2.222.22

2.05

2.04

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

VAMC Dayton Repair Protestant Chapel

03-09-2018

DEMOLITION PLANS

A101

LPTH

17003.00

552-19-202

Dayton, OH

GENERAL DEMOLITION NOTES

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to Owner.

Box hardware before giving to Owner.

C. Remove wall-hung toilet room accessories as required and turn over to Owner.

D. Wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.T.R.

E. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

F. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.

PLAN NOTES

N Scale:

PROJECT

1/2" = 1'-0"

First Floor Demolition Plan 1N

Scale:

PROJECT

1/4" = 1'-0"

Basement Existing/New Work Plan

1.01 No work this area.

1.03 Contractor's building access, first floor.

1.04 Contractor's building access, basement.

2.04 Remove approximately 150 s.f. of loose/damaged cement plaster parge coat over existing stone foundation wall and install new cement parge coat to match existing. See Photo 4 this page.

2.05 Remove approximately 50 s.f. of loose/damaged cement plaster parge coat over existing stone foundation wall and install new cement parge coat to match existing. See Photo 3 this page.

2.06 Remove existing paper towel dispenser and reinstall in new location. Refer to new work plans.

2.08 Remove existing floor set tank type water closet and reinstall in same location. Sanitary lines to remain and be incorporated into new work. Protect and maintain sanitary lines. Refer to new work plans.

2.09 Remove existing soap dispenser and reinstall in new location.

Refer to new work plans.

2.10 Remove existing exhaust fan and associated ductwork and

supports for relocation in new work. Refer to new work plans.

2.11 Remove existing wall-mounted light fixture and reinstall to accommodate restroom replacement. Refer to new work plans.

2.12 Protect and maintain existing floor drains and sanitary lines to remain and be incorporated into new work. Field verify exact locations.

2.13 Remove existing toilet paper dispenser and reinstall in new location. Refer to new work plans.

2.14 Remove existing light switch to reinstall in same location.

2.16 Remove existing stainless steel sink and replace with new fixture.

Plumbing lines to remain and be incorporated into new work.

Protect and maintain plumbing lines. Refer to new work plans.

2.17 Remove existing casework.

2.18 Existing wall see Structural drawings for repairs.

2.19 Existing window to remain. Protect window and sill during construction.

2.20 Existing door to remain. Protect door and frame during

construction.

2.21 Remove existing wood stair to accommodate slab demolition annd installation of new slab.

2.22 Remove and salvage stone treads and cheek walls of existing exterior stair. See Photos 1 & 2 on this page. See details on sheet A102 and structual drawings for reinstallation.

2.23 Existing door frame to remain. Protect frame during construction.

2.24 Remove existing wood base throughout. Prepare existing wall to receive new wood base.

Scale: 1/16" = 1'-0"

Key Plan

PHOTO 2

PHOTO 3

PHOTO 4

PHOTO 1

Photo 1

Photo 2

Photo 3

Photo 4

Revisions Date

UP

Housekeeping

Toilet

6.09

22.07

10.03

Office

2.12

2.12

10.04

10.08

22.10

26.04

26.02

A102

A102

2.07

9.13

2.19

2.18

2.18

A102

S1.0

S1.0

T1.0

2.152.15

4.04

4.04

3.04

2.27

5.01

4.03

4.024.02

1.03

6.10

6.11

9'-0 5/8"

/8

/8

3' - 0 3/4" 3' - 0" 4 7/8" 2' - 7"

Housekeeping

Toilet

Office

A102

A102

A102

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

V A

R

IE

S

4"

1"

VARIES

1"

4"

S C

H E

D U

L E

S E

E

SCHEDULE

SEE

4"

SCHEDULE

SEE 4"

J1

6.01

S C

H E

D U

L E

S E

E

A102

1 1.03

First Floor 100' - 0"

/2

/2

/2

/2

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

B.O. Footing

93'-4"

2.152.15

2.26

3.01

3.03

3.01

2.27

3.04

4.04

4.03

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

5.01

3.02

4.05

First Floor 100' - 0"

10 1/2"

7 3/4"

B.O. Footing

93'-4"

1 1/2"

3.03

3.013.01

4.03

4.024.02

2.152.15

5.01

8.12

9.09

9.21

9.80

7.82

9.21

/4

/8

/4

3 3/4"

/4

/4

6.01

/8

11 1/2" 11 1/2" 11 1/2"

/4

/8

/8

A .F

.F

6.09

6.11

2.23

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t

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1 2 3 4 5 6 7 8 9

F E

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B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

VAMC Dayton Repair Protestant Chapel

03-09-2018

NEW FLOOR PLANS, DETAILS

A102

LPTH

17003.00

552-19-202

Dayton, OH

GENERAL NOTES

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. First floor level 100'-0" equals 728'-0".

E. All partitions shall be type 'S1.0' unless noted otherwise.

PLAN NOTES

N Scale:

PROJECT

1/2" = 1'-0"

First Floor Note Plan 1N

Scale:

PROJECT

1/2" = 1'-0"

First Floor Dimension Plan

1.03 Contractor's building access, first floor.

2.07 Existing wood stair to remain. Support as needed during slab demolition and installation of new slab.

2.12 Protect and maintain existing floor drains and sanitary lines to remain and be incorporated into new work. Field verify exact locations.

2.15 Existing stone treads to remain.

2.18 Existing wall see Structural drawings for repairs.

2.19 Existing window to remain. Protect window and sill during construction.

2.23 Existing door frame to remain. Protect frame during construction.

2.26 Existing stone foundation wall to remain.

2.27 Existing concrete sidewalk to remain.

3.01 New concrete foundation wall. See Structual drawings.

3.02 24" of backfill above footing.

3.03 New concrete footing. See Structual drawings.

3.04 New 4" thick concrete sidewalk to align with existing.

4.02 Reinstall salvaged stone treads.

4.03 Reinstall salvaged stone cheek walls.

4.04 Patch stone to match adjacent stone.

4.05 Core 2" diameter x 6" deep hole in existing stone cheek wall for mounting of new hardware.

5.01 New pre-engineered, OBC Compliant, ornamental handrail.

6.01 New wood casing.

6.09 Install new wood stair. Paint and apply safety abrasive strips to treads.

6.10 2" wide solid wood hand rail, stained ST-1. AWI profile # HRL-5017.

Mount to wall with brackets.

6.11 2" wide solid wood hand rail, stained ST-1, with 1" dia. round wood baluster, painted P-3. AWI profile # HRL-5017.

7.82 Continuous acoustic sealant @ non-rated walls, each side.

8.12 Wood door frame.

9.09 Double metal framing at jambs, typ.

9.13 Provide 5/8" gypsum wallboard over 3/4" plywood at underside of existing stair.

9.21 5/8" Type X gypsum board.

9.80 Acoustic insulation

10.03 Reinstall existing soap dispenser.

10.04 Reinstall existing paper towel dispenser to side of wall casework.

Provide blocking as needed.

10.08 Reinstall existing toilet paper dispenser.

22.07 Reinstall existing toilet at the same location. Extend piping from fixture and connect to existing DCW, and sanitary waste and vent piping, as required to accommodate toilet as indicated.

22.10 Install new integral solid surface sink. Extend new piping from fixture and connect to existing DCW, DHW, and sanitary waste and vent piping, as required to accommodate new sink as indicated.

26.02 Clean, re-lamp, and reinstall existing wall mounted light fixture to accommodate restroom replacement.

26.04 Reinstall bell tower light switch and reconnect to switchleg.

DOOR SCHEDULE

DOOR

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB# W H T

112 112 111 F WD 1 2' - 6" 7' - 0" 1 3/4" 1 WD J1 J1 01

N.T.S.Scale:

F Door Type N.T.S.Scale:

A Frame Type

GENERAL DOOR NOTES

A. All wood blocking shall be fire retardant.

B. See Finish Plans for typical sill conditions at unlike floor finishes.

C. Seal joints between finish material and bottom of door frames.

D. Paint window frames to match door frame.

Scale: 1/16" = 1'-0"

New Work Key Plan Scale: 3/4" = 1'-0"5 Exterior Stair Section

Scale: 3/4" = 1'-0"4 Exterior Stair Section

N.T.S.Scale:

J1 Head/Jamb Detail

Scale: 3/4" = 1'-0"3 Interior Stair Section

REFLECTED CEILING PLAN LEGEND

Gypsum board / soffit Chain-hung light fixture

Ceiling mounted exhaust fan

15' - 6"

9' - 0"

16' - 0"

23.04

26.03

P-1

P-1

PT-1

Housekeeping

Toilet

PT-1

Office

ST-1

ST-1

ST-1

P-1

2.20

P-36.12

9.16

2'-3" 2"2" 2'-0"

10.03

ST-1

SS-1

W1 W1

P-1

4 3/4" 2' - 9" 2' - 6" 3' - 0" 5 3/8"

10.03

B1B2B3

ST-1

9.17

ST-1

6.12P-3

ST-1

6.11

9.13

P-1

P-1 T1.0

9.19

P-3 6.12

9.20

P-3P-3

6.11

6.10

P-1

P-1

P-36.12

9.24

9.19

2.25

ST-1

P-3

6.10

22.07

9.13

P-1

P-1

26.02

PT-4

PT-3

PT-2

8"

PTB-1

10.08

3"

1/2"

VARIES

1/2"

3"

/2

/2

/4

/4

3/4"

VARIES

1/2" 1/2"

VARIES

B1, B2

W1

B3

/2

/2

/2

/2

8" VARIES

1/2"

8"

1/2"

VARIES

12.09

12.08

2"3/4" 1 1/4"

1 1/2"

12.20

12.19

12.07

12.21

12.04

12.08

12.19

12.20

12.07

12.21

12.04

12.08

12.07

12.21

12.06

2'-1"

12.31

12.22

12.20

12.19

Drawer

B1

12.31

12.19

Sink

B2B3

12.20

12.19

W1

12.22

12.31

12.1612.16

12.17

12.15

12.2112.21

2'-1"

12.20

22.06

12.05

3"

/2

1"

2'-1"

/2

1"

3"

/2

1"

3"

12.21

12.08 12.08

12.09

12.08

12.08

12.04

12.04 12.04

12.07

12.07 12.07

12.07

12.06

12.07

9.13

PTB-1

P-1

PT-2

PT-4

P-1

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

VAMC Dayton Repair Protestant Chapel

03-09-2018

REFLECTED CEILING PLAN,

FINISH PLAN, ELEVATIONS

A103

LPTH

17003.00

552-19-202

Dayton, OH

GENERAL NOTES

A. All wood blocking shall be fire retardant.

B. All ceilings to be painted P-2 unless noted otherwise.

PLAN NOTES

N Scale:

PROJECT

1/2" = 1'-0"

First Floor Reflected Ceiling Plan

2.20 Existing door to remain. Protect door and frame during

construction.

2.25 Existing exhaust duct to remain. Connect to relocated exhaust fan.

See new work plans.

6.10 2" wide solid wood hand rail, stained ST-1. AWI profile # HRL-5017. Mount to wall with brackets.

6.11 2" wide solid wood hand rail, stained ST-1, with 1" dia. round wood baluster, painted P-3. AWI profile # HRL-5017.

6.12 8" maple wood base. AWI profile # BAS-1019.

9.13 Provide 5/8" gypsum wallboard over 3/4" plywood at underside of existing stair.

9.16 Paint existing door and frame P-3. See Finish Legend.

9.17 Paint existing window frame and sill P-3. See Finish Legend.

9.19 Paint existing wood stair P-3. See FInish Legend.

9.20 Paint existing door frame P-3. See Finish Legend.

9.24 Paint new door and frame P-3. See Finish Legend.

10.03 Reinstall existing soap dispenser.

10.08 Reinstall existing toilet paper dispenser.

12.04 4" flat wood base. Stain to ST-1. See Finish Legend.

12.05 1/8" false reveal to mimic drawer front.

12.06 Solid maple crown molding. AWI profile # CRN-4015. Stain to ST-1. See Finish Legend.

12.07 3/4" solid maple wood door frame. Stain to ST-1. See Finish Legend.

12.08 1 1/2" knob pull.

12.09 4 1/2" cup pull.

12.15 Metal double U sliding door track.

12.16 Double sliding doors. 3/4" solid maple wood. Stain to ST-1. See Finish Legend.

12.17 Fixed shelf. 3/4" solid maple wood. Stain to ST-1. See Finish Legend.

12.19 Applied solid surface backsplash. Caulk along wall to hide any imperfections in existing wall surface.

12.20 Solid surface over 3/4" plywood, with 1/4" eased edge.

12.21 1/2" solid maple wood beadboard door insert. Stain to ST-1. See Finish Legend.

12.22 Adjustable shelf. 3/4" solid maple wood. Stain to ST-1. See Finish Legend.

12.31 Concealed hinge.

22.06 Undermount solid surface sink bowl.

22.07 Reinstall existing toilet at the same location. Extend piping from fixture and connect to existing DCW, and sanitary waste and vent piping, as required to accommodate toilet as indicated.

23.04 Reinstall existing exhaust fan and associated ductwork and supports to its approximate location.

26.02 Clean, re-lamp, and reinstall existing wall mounted light fixture to accommodate restroom replacement.

26.03 Clean, re-lamp, and reinstall chain mounted light fixture to accommodate restroom replacement.

N Scale:

PROJECT

1/2" = 1'-0"

First Floor Finish Plan

FINISH LEGEND

CODE FINISH TYPE MANUFACTURER PRODUCT / COLOR COMMENTS

CASEWORK FINISHES

SS-1 SOLID SURFACE FORMICA COPPER QUARTZ 772

ST-1 WOOD STAIN - MATCH STAIN TO "WILSONART MAMBO 7948K-07"

CEILING FINISHES

P-2 PAINT SHERWIN WILLIAMS SW7006 EXTRA WHITE GLOSS LEVEL 1

FLOOR FINISHES

PT-1 PORCELAIN TILE DALTILE "SALERNO" SL82 CREMONA CAFFE, 12" x 12"

WALL FINISHES

P-1 PAINT SHERWIN WILLIAMS SW6106 KILIM BEIGE GLOSS LEVEL 3

P-3 PAINT SHERWIN WILLIAMS MATCH EXISTING DOOR PAINT GLOSS LEVEL 5

PT-2 PORCELAIN TILE DALTILE "SALERNO" SL82 CREMONA CAFFE, 12" x 12"

PT-3 PORCELAIN TILE DALTILE "SALERNO" SL87 UNIVERSAL ACCENT, 3" x 12"

PT-4 PORCELAIN TILE DALTILE "SALERNO" SL82 CREMONA CAFFE, 3" x 10" BULLNOSE

PTB-1 PORCELAIN TILE BASE DALTILE "SALERNO" SL82 CREMONA CAFFE, 3" x 12" COVE

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASE

WALLS CASEWORK

CEILINGNorth South East West Cabinet Countertop

010 Basement - - - - - - - - -

011 Electrical - - - - - - - - -

012 Storage - - - - - - - - -

111 Housekeeping PT-1 P-3 P-1 P-1 P-1 P-1 WD-1 SS-1 P-2

112 Toilet PT-1 PTB-1 P-1/PT-2,3,4 P-1/PT-2,3,4 P-1/PT-2,3,4 P-1/PT-2,3,4 - - P-2

113 Office - - - - - - - - -

S01 Stair - - - - - - - - -

Scale: 1/4" = 1'-0"5 Housekeeping

Scale: 1/4" = 1'-0"4 Housekeeping

Scale: 1/4" = 1'-0"3 Housekeeping

Scale: 1/4" = 1'-0"6 Housekeeping

Scale: 1/4" = 1'-0"7 Toilet

Scale: 1" = 1'-0"10 Casework Door Details

Scale: 1" = 1'-0"9 Casework Sections

Scale: 1/4" = 1'-0"8 Toilet

GENERAL STRUCTURAL NOTES:

A. CODES AND SPECIFICATIONS

1. 2017 OHIO BUILDING CODE.

2. ASCE/SEI 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

3. ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS

AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

4. ANSI/AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

5. ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL.

6. ADDITIONAL TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.

B. FOUNDATIONS

1. FOUNDATION ELEVATIONS SHOWN ARE ESTIMATED AND ARE FOR BIDDING

ONLY. ACTUAL ELEVATIONS MAY VARY TO SUIT SUBSURFACE SOIL

CONDITIONS.

2. SPREAD FOOTINGS ARE DESIGNED FOR A MAXIMUM ALLOWABLE BEARING

PRESSURE OF 1500 PSF ON FILL. SOILS UNSUITABLE FOR SUPPORTING

FOUNDATIONS SHALL BE REMOVED AS DIRECTED BY THE GEOTECHNICAL

ENGINEER, AND BACKFILLED TO DESIGN BEARING ELEVATION WITH LEAN

CONCRETE.

3. ALL BEARING SURFACES SHALL BE UNDISTURBED, LEVEL (WITHIN 1 IN 12),

AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING

CONCRETE.

4. ALL FOOTINGS AND GRADE BEAMS ARE TO BE POURED NEAT AGAINST

EARTH BANKS (WITHOUT SIDE FORMS) UNLESS APPROVED OTHERWISE BY

BOTH THE GEOTECHNICAL AND STRUCTURAL ENGINEERS. WHERE EARTH

CUTS WILL NOT STAND, SIDES SHALL BE FORMED AND BACKFILLED WITH

COMPACTED MATERIAL, SUBJECT TO ENGINEERS' APPROVAL.

C. CONCRETE

1. CONCRETE STRENGTHS:

a. FOOTINGS: 3000 PSI.

b. EXTERIOR CONCRETE EXPOSED TO WEATHER: 4500 PSI AE.

c. TYPICAL CONCRETE UNLESS NOTED OTHERWISE: 4000 PSI.

d. BACKFILL (LEAN) CONCRETE: 1500 PSI.

2. PROVIDE 3/4" BEVELS AT CORNERS OF EXPOSED WALLS.

3. CONCRETE CONSTRUCTION TOLERANCES ARE AS SHOWN IN THE PROJECT

SPECIFICATIONS.

D. REINFORCING STEEL

1. ALL REINFORCING BARS: 60 KSI YIELD.

2. REINFORCE ALL INTERIOR SLABS ON GROUND: 6x6-W4.0xW4.0 (58#) WWF.

3. FURNISH WWF IN FLAT SHEETS. LAP SHEETS 2 WIRES (1 FULL WIRE

SPACE) PLUS 2” AT ALL EDGES. STAGGER ADJACENT SHEETS TO

AVOID 4 CORNER LAPS.

4. PROVIDE TENSION SPLICES UNLESS NOTED OTHERWISE.

5. PROVIDE MINIMUM CLEARANCES BETWEEN REINFORCING STEEL AND

CONCRETE SURFACES AS SHOWN. IF NOT SHOWN, PROVIDE CLEAR COVER

PER ACI. PLACE ALL REINFORCING AS SHOWN AND DETAILED, AND WITHIN

ACI TOLERANCE.

6. EPOXY COAT REINFORCING WHERE INDICATED.

E. POST-INSTALLED ANCHORS AND ADHESIVE ANCHORING TO CONCRETE

1. ANCHORS AND ADHESIVE ANCHORING SYSTEMS MUST BE TESTED AND

APPROVED USING ICC EVALUATION SERVICE ACCEPTANCE

CRITERIA, INCLUDING ICC-ES AC193: “MECHANICAL ANCHORS IN CONCRETE

ELEMENTS” OR ICC-ES AC308: “POST-INSTALLED ADHESIVE ANCHORS IN

CONCRETE ELEMENTS”. CONCRETE SHALL BE CONSIDERED

CRACKED. SUBMIT MANUFACTURER'S DATA AND EVALUATION REPORT

(ESR) FOR PROPOSED ANCHORS, ADHESIVES, AND ANCHORING SYSTEMS.

INDICATE SPECIFIC PROJECT LOCATIONS AND CONDITIONS WHERE

PROPOSED FOR USE.

2. MECHANICAL ANCHORS TO CONCRETE SHALL BE AS SHOWN IN THE

STRUCTURAL DETAILS. UNLESS NOTED OTHERWISE, USE ONE OF THE

FOLLOWING:

a. HILTI KWIK BOLT TZ EXPANSION ANCHORS.

b. HILTI HDA UNDERCUT ANCHORS.

c. POWERS POWER-STUD+ SD2 WEDGE EXPANSION ANCHORS.

d. SIMPSON STRONG-BOLT 2 WEDGE ANCHORS.

3. ADHESIVE ANCHORING OF RODS AND REBAR TO CONCRETE SHALL BE AS

SHOWN IN THE STRUCTURAL DETAILS. UNLESS NOTED OTHERWISE,

PROVIDE STANDARD HAS-E RODS AND USE ONE OF THE FOLLOWING:

a. HILTI HIT-HY 200 HYBRID ADHESIVE ANCHORING SYSTEM.

b. HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHORING SYSTEM.

c. POWERS PE1000+ EPOXY ADHESIVE ANCHORING SYSTEM.

d. SIMPSON SET-XP EPOXY ANCHORING ADHESIVE.

e. OTHER PRODUCTS MAY BE REQUIRED FOR TEMPERATURE AND

CONDITIONS.

4. ADHESIVE ANCHORING SHALL NOT BE USED IN OVERHEAD OR UPWARD

CONDITIONS. USE HYBRID ADHESIVE FOR HORIZONTAL CONDITIONS.

5. POST-INSTALLED ANCHORS SHALL ONLY BE USED AS SHOWN AND

APPROVED; THEY SHALL NOT BE USED WHERE CAST-IN-PLACE ANCHORS

ARE REQUIRED.

6. GALVANIZED OR STAINLESS STEEL ANCHORS, RODS AND HARDWARE,

UNLESS NOTED OTHERWISE.

7. EMBEDMENT DEPTH, EDGE DISTANCES, AND SPACING ARE CRUCIAL.

LOCATE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, EMBED

REBAR 24 DIAMETERS AND EMBED ANCHORS AT LEAST 8 DIAMETERS, WITH

EDGE DISTANCES AT LEAST 8 DIAMETERS, AND SPACING AT LEAST 12

DIAMETERS. USE MANUFACTURER'S DATA TO CALCULATE REDUCED

CAPACITY FOR ACTUAL CONDITIONS AND CONFIRM AN ULTIMATE SAFETY

FACTOR OF AT LEAST 4.0.

8. HOLES SHALL BE THE PROPER SIZE AND THOROUGHLY CLEANED WITH ALL

DUST REMOVED. DRILL HOLES USING A HOLLOW BIT AND FUNCTIONING

VACUUM SYSTEM, THEN BRUSH AND BLOWOUT WITH COMPRESSED AIR.

9. INSTALL CLEAN, DUST FREE HOLES USING METHOD AND PROCEDURE THAT

MEETS MANUFACTURER'S RECOMMENDATIONS INCLUDING TEMPERATURE

RANGE, HUMIDITY, INSTALLATION TIME AND CURE TIME. FOLLOW THE

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. INSTRUCTIONS

MUST BE INCLUDED IN THE ANCHOR PACKAGING.

10. PROVIDE STANDARD SIZE HOLES IN THE FASTENED STEEL

ELEMENT (1/16” LARGER THAN THE BOLT DIAMETER). MARK AND DRILL ALL

HOLES IN THE CONCRETE BEFORE SETTING STEEL. SOME ANCHORS MAY

BE SET AFTER STEEL IS IN PLACE TO ALLOW SOME ALIGNMENT. DO NOT

OVERSIZE HOLES.

11. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE

MANUFACTURER TO PROVIDE ONSITE INSTALLATION TRAINING FOR THEIR

PRODUCTS. ADHESIVE ANCHOR INSTALLERS SHALL ALSO BE CERTIFIED BY

A RECOGNIZED PROGRAM, SUCH AS BY ACI AND CRSI. SUBMIT

DOCUMENTATION OF TRAINING AND CERTIFICATION OF PERSONNEL PRIOR

TO PERFORMING SUCH WORK. PROVIDE COPY TO THE OWNER'S

INSPECTION AGENCY.

12. THE CONTRACTOR SHALL PROOF TEST ANCHORAGE AS PART OF HIS

QUALITY CONTROL AS WORK PROGRESSES. PROOF TEST 5% OF ALL

ANCHORS AND REBAR IN EACH CONDITION, DISTRIBUTED THROUGHOUT THE

PROJECT, AND AT LEAST (1) ANCHOR IN EACH STEEL FRAMING

CONNECTION. AMOUNT OF TESTING SHALL BE INCREASED IF FAILURES

OCCUR. OWNER'S INSPECTION AGENCY SHALL OBSERVE INSTALLATION

FOR CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND

SHALL WITNESS CONTRACTOR'S PROOF TESTING.

F. STRUCTURAL STEEL

1. ALL WORK SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC) STANDARDS AND THE PROJECT SPECIFICATIONS.

2. FABRICATOR SHALL MEET AISC 'STANDARD FOR STEEL BUILDING

STRUCTURES' PER THE PROJECT SPECIFICATIONS.

3. MATERIAL:

a. ROLLED SHAPES & PLATES: ASTM A36 (Fy 36 KSI).

b. STRUCTURAL TUBING, HSS SHAPES: ASTM A500, GRADE B (Fy 46 KSI).

c. BOLTS: ASTM A325, 3/4" MIN. DIA., U.N.O. SNUG-TIGHTENED.

d. ANCHOR RODS: ASTM F1554 (Fy 36 KSI), U.N.O.

4. ALL WELDING MATERIALS, WELDING PROCEDURES AND OPERATORS

PERFORMING WELDING TO BE QUALIFIED PER AWS D1.1.

5. UNLESS NOTED OTHERWISE, ALL CHANNELS, ANGLES AND OTHER

ACCESSORIES TO BE HOT DIPPED GALVANIZED.

G. COORDINATION AND CONSTRUCTION

1. THE SPECIFICATIONS AND DRAWINGS COMPLEMENT EACH OTHER. BOTH

SHALL BE THOROUGHLY REVIEWED BEFORE PROCEEDING WITH ANY WORK.

THE CONTRACTOR SHALL COMPLETE ALL WORK REQUIRED AND

NECESSARY FOR THE PROJECT IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS, DRAWINGS, AND REFERENCED STANDARDS.

2. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS AND NOTES ON THE

STRUCTURAL DRAWINGS ARE INTENDED TO APPLY TO SIMILAR SITUATIONS

ELSEWHERE.

3. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL

DETAILS, DIMENSIONS, EMBEDDED ITEMS, SLEEVES, FLOOR PITCHES,

DEPRESSIONS AND FILLS. OPENING SIZES AND LOCATIONS FOR PIPES,

DUCTS, ETC., WHEN SHOWN, ARE FOR GENERAL INFORMATION ONLY AND

SHALL BE VERIFIED WITH MECHANICAL, ELECTRICAL, PLUMBING AND OTHER

DRAWINGS AS APPLICABLE.

4. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUB CONTRACTORS SHALL

BE REVIEWED BY THE TRADE CONTRACTOR AND GENERAL CONTRACTOR

OR CONSTRUCTION MANAGER PRIOR TO SUBMITTING TO

ARCHITECT/ENGINEER.

a. FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS

WHICH AFFECT FABRICATION AND SHOW ON SHOP DRAWINGS.

b. VERIFY AND SHOW EXACT SIZE AND LOCATION OF ALL FLOOR, WALL AND

ROOF OPENINGS, SLAB EDGES, EMBEDDED ANCHORS AND OTHER ITEMS.

c. SHOW AND LOCATE ALL MECHANICAL SLEEVES, EMBEDS, DRAINS, ETC. ON

COORDINATION DRAWINGS. ITEMS NOT REVIEWED BY THE STRUCTURAL

ENGINEER ARE NOT PERMITTED IN OR THROUGH THE STRUCTURE.

d. SUBMIT COMPLETE SHOP DRAWINGS WITH MANUFACTURERS' DATA, ETC.

SHOW ALL CONNECTIONS AND DETAILS NECESSARY TO FULLY DESCRIBE

AND PROPERLY INSTALL THE WORK.

e. STRUCTURAL ENGINEER'S REVIEW SHALL BE FOR GENERAL

ARRANGEMENT AND CONFORMANCE WITH THE STRUCTURAL INTENT

ONLY.

5. THE SPECIFICATIONS AND STRUCTURAL DRAWINGS TYPICALLY REFER TO

THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT

PRESCRIBE THE METHOD OF CONSTRUCTION.

6. BRACE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN STABILITY UNTIL

COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT.

7. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,

CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR

CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT

SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS.

8. THE ARCHITECT'S AND ENGINEER'S OBSERVATION AND REVIEW OF

CONTRACTORS' PERFORMANCE DOES NOT INCLUDE REVIEW OF ADEQUACY

OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE

CONSTRUCTION SITE.

9. MECHANICAL AND OTHER ITEMS EMBEDDED IN OR SUPPORTED FROM

STRUCTURE.

10. ALL TRADE CONTRACTORS ARE TO DESIGN THEIR SYSTEMS, INCLUDING

ATTACHMENTS TO THE BUILDING'S STRUCTURE WITHIN THE FOLLOWING

LIMITATIONS:

a. LOADS ARE TO BE DISTRIBUTED TO THE STRUCTURE IN A MANNER THAT

DOES NOT EXCEED THE LOAD ALLOWANCES NOTED UNDER DESIGN

LOADS. ANCHORS ARE TO HAVE AN ULTIMATE SAFETY FACTOR OF AT

LEAST 4.0.

H. QUALITY CONTROL AND ASSURANCE

1. THE CONTRACTOR SHALL PERFORM QUALITY CONTROL, TESTING AND

INSPECTION OF ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS,

INCLUDING REFERENCED CODES, SPECIFICATIONS AND STANDARDS.

2. THE CONTRACTOR WILL EMPLOY A TESTING AND INSPECTION AGENCY TO

PERFORM SERVICES INDICATED IN THE PROJECT SPECIFICATIONS.

3. THE STRUCTURAL ENGINEER MAY GENERALLY OBSERVE THE PROGRESS OF

THE WORK, BUT HIS OBSERVATION SHALL NOT BE CONSTRUED AS

INSPECTION.

I. UTILITIES

1. PRIOR TO EXCAVATION AND EARTHWORK, VERIFY LOCATIONS OF

UNDERGROUND UTILITIES WITH THE UTILITY COMPANIES, CONTRACTING

OFFICER'S REPRESENTATIVE (COR), AND/OR OWNER. EXCAVATE OR

SURVEY TO ESTABLISH EXACT UTILITY LOCATIONS. UTILITY LOCATIONS

SHOWN ON THE CONTRACT DRAWINGS ARE ONLY APPROXIMATE AND

CANNOT BE USED TO ASSURE THE CONTRACTOR OF ADEQUATE

CLEARANCE. COORDINATE ALL WORK WITH THE UTILITIES TO ASSURE

THEIR UNINTERRUPTED FUNCTION.

2. ACTIVE UTILITIES SHOWN ON THE CONTRACT DRAWINGS SHALL BE

ADEQUATELY PROTECTED FROM DAMAGE. WHERE ACTIVE UTILITIES ARE

ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, CONTRACTOR SHALL

IMMEDIATELY NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR),

ARCHITECT/ENGINEER, AND UTILITY OWNER BEFORE PROCEEDING. WORK

SHALL BE PROTECTED, SUPPORTED, OR RELOCATED AS DIRECTED, AND

THE CONTRACT SUM ADJUSTED ACCORDINGLY

3. INACTIVE AND ABANDONED UTILITIES ENCOUNTERED BUT NOT SHOWN ON

THE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) AND ARCHITECT/ENGINEER. SUCH

UTILITIES SHALL THEN BE REMOVED, PLUGGED, OR CAPPED AS DIRECTED.

IN THE ABSENCE OF SPECIFIC REQUIREMENTS, PLUG OR CAP SUCH

UTILITIES AS REQUIRED BY THE UTILITY OWNER.

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg.

on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e foo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

Repair Protestant Chapel

(Bldg. 118)

03/09/2017

PABFJE

Revisions Date

Project Phase

VA Project No.

14416.07

552-19-202

Dayton, Ohio

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of

Construction and Facilities

Management

THP Project No.

THP Limited, Inc.

100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222 www.thpltd.com

DESIGN DEVELOPMENT SUBMISSION 10/05/2017

95% CD SUBMITTAL 12/01/2017

100% CD SUBMITTAL

100% CD SUBMITTAL 03/09/2018

GENERAL

NOTES

S100

Project Phase

115 of

4'- 0"

4'-0"

PARTIAL PLAN

S101 1/2" = 1'-0"

GROUND LEVEL

EQ.EQ.

EQ

EQ

3" C

LR

S

N

W E

1'- 3"

3" C

LR

T/SLAB = 0'-0"

T/SLAB = 0'-0"

42# MESH.

6" 1'-

0"

FACE OF MASONRY WALL.

PARTIAL PLAN

S101 1/2" = 1'-0"

FIRST LEVEL

N

W E

7"±

8"

B S101

T/STEEL = 14'-9" ABOVE GROUND FLOOR

STAIR OPENING BELOW.

L8x8x1/2 GALVANIZED (TYP.)

8x11.5 GALVANIZED (TYP.)

A S101

MODIFY WIREMOLD CONDUIT.

PARTIAL PLAN

S101 1/2" = 1'-0"

SECOND LEVEL

S

N

W E

7"±

7"

C S101

T/STEEL = 30'-4" ABOVE GROUND FLOOR

STAIR OPENING ABOVE.

L8x8x1/2 GALVANIZED (TYP.)

C8x11.5 GALVANIZED

(TYP.)

7"

PARTIAL PLAN

S101 1/2" = 1'-0"

THIRD LEVEL

S

N

W E

D S101

T/STEEL = 40'-3" ABOVE GROUND FLOOR

L8x8x1/2 GALVANIZED (TYP.)

C8x11.5 GALVANIZED (TYP.)

A S101

SIM.

STAIR OPENING ABOVE.

6" DIA. FLUE.

NOTCH TOP AND BOTTOM

FLANGE OF CHANNNEL TO

PROVIDE 1/2" CLEARANCE

FOR LADDER STRINGER.

LADDER STRINGER.

C8x11.5 GALVANIZED.

STONE MASONRY.

3/16

TOP AND BOTTOM

PROVIDE 1/4" PLATE

GROUT STOPS (TYP.).

PLAN DETAIL A

STONE MASONRY.

STONE MASONRY.

2" VENT.

FIELD VERIFY TO PROVIDE

1/2" CLEARANCE.

1/4 10"

TOP AND BOTTOM FLANGE

8x11.5 GALVANIZED.

PLAN DETAIL B

7"

8"

7"

7"

C8x11.5 GALVANIZED.

C8x11.5 GALVANIZED.

NON SHRINK GROUT FORM

BOTTOM OF C8 BAND.

NON SHRINK GROUT FORM

BOTTOM OF C8 BAND.

NON SHRINK GROUT FORM

BOTTOM OF C8 BAND.

PLAN DETAILS

A & B

S101 1 1/2" = 1'-0"

PLAN DETAIL

C

S101 1 1/2" = 1'-0"

PLAN DETAIL

D

S101 1 1/2" = 1'-0"

GROUT.

PARTIAL PLAN

S101 1/2" = 1'-0"

FOURTH LEVEL

S

N

W E

T/STEEL = 55'-6" ABOVE GROUND FLOOR

L8x8x1/2

GALVANIZED (TYP.)

8x11.5 GALVANIZED (TYP.)

MODIFY WIREMOLD CONDUIT.

STAIR OPENING ABOVE.

PLAN DETAIL

E

S101 3/4" = 1'-0"

SECTION

S101 3/4" = 1'-0"

1'-6" 2'-0"

1'- 6"

2'- 0"

9'-1"±

2'-0"

9'- 1"

2'- 0"

C8x11.5 GALVANIZED.

6 S1

5"±

9'-1"±

NON-SHRINK GROUT, FORM AT BOTTOM FLANGE.

C8x11.5 GALVANIZED.

L8x8x1/2 GALVANIZED WITH (3)

3/4" DIA TENSION CONTROL

BOLTS.

EXISTING STONE MASONRY.

NON-SHRINK GROUT FORM

BOTTOM OF C8 BAND.

CONCRETE RIB BEYOND.

DN

UP

DN

STAIR OPENING BELOW.

STAIR OPENING ABOVE.

UP

UP

CLASS B

TENSION LAP.

#7 (TYP.)

DRILL AND EPOXY GROUT

HIT RE 150 EPOXY, 18"

MINIMUM EMBEDMENT

(TYP.).

(MATCH EXISTING FLOOR ELEVATION)

18" MIN.

EMBEDMENT

3"

CLR.#7 (TYP.)

NORTH

SITE PLAN

A

S101 1" = 20'

EXISTING LIGHTPOLE. (TYPICAL).

EXISTING HANDICAP RAMP

WITH GUARD RAIL.

EXISTING HVAC UNITS.

PROTECT DURNING

CONSTRUCTION.

EXISTING FIRE

HYDRANT.

EXISTING DRIVE

EXISTING DRIVE

EXISTING BELL TOWER

WITH STEEPLE.

EXISTING CHURCH

EXISTING STEPS.

UP

UP

EXISTING STEPS.

REFER TO DETAIL

8/S402.

EXISTING SIDEWALK.

UP

EXISTING STEPS.

UP

LANDSCAPING

EXISTING

LIGHTPOLE.

(TYPICAL).

1" DIA. ADHESIVE

ANCHOR WITH 12"

EMBEDMENT.

EXISTING

ROUTE.

NEW ROUTE.

CLASS B TENSION LAP.

S

DN

PROVIDE NEW CONCRETE SLAB WITH RIBS.

REFER TO SPECIFICATION SECTION 03 30 53.

E S101

TYP.

GROUT BETWEEN STONE MASONRY

AND NEW CHANNEL FRAME (TYP.).

FORM BOTTOM OF C8 FRAME.

1" DIA. ADHESIVE

ANCHOR WITH 12"

EMBEDMENT.

1" DIA. ADHESIVE

ANCHOR WITH 12"

EMBEDMENT.

GROUT BETWEEN STONE MASONRY

AND NEW CHANNEL FRAME (TYP.).

FORM BOTTOM OF C8 FRAME.

1" DIA. ADHESIVE

ANCHOR WITH 12"

EMBEDMENT.

GROUT BETWEEN STONE MASONRY

AND NEW CHANNEL FRAME (TYP.).

FORM BOTTOM OF C8 FRAME.

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg.

on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e foo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

Repair Protestant Chapel

(Bldg. 118)

03/09/2017

PABFJE

Revisions Date

Project Phase

VA Project No.

14416.07

552-19-202

Dayton, Ohio

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of

Construction and Facilities

Management

THP Project No.

THP Limited, Inc.

100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222 www.thpltd.com

DESIGN DEVELOPMENT SUBMISSION 10/05/2017

95% CD SUBMITTAL 12/01/2017

100% CD SUBMITTAL

100% CD SUBMITTAL 03/09/2018

FRAMING

PLANS

S101

116 of

EXTERIOR ELEVATION

S101 3/16" = 1'-0"

NORTH

EXTERIOR ELEVATION

S101 3/16" = 1'-0"

WEST

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

'-1

0"

GROUND FLOOR

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

DRAWING NOTES:

1. EXISTING CLOCK, DO NOT DAMAGE. PROTECT DURING

PERFORMANCE OF WORK.

2. EXISTING WOOD FRAMED LOUVERS. DO NOT DAMAGE.

PROTECT DURING PERFORMANCE OF WORK.

3. EXISTING STEEPLE. DO NOT DAMAGE.

4. EXISTING WINDOW TO REMAIN. DO NOT DAMAGE.

PROTECT AND STABILIZE DURING PERFORMANCE OF

WORK.

5. EXISTING WOOD ENTRY DOOR. DO NOT DAMAGE.

PROTECT DURING PERFORMANCE OF WORK.

6. EXISTING CHURCH BUILDING. PERFORM REPAIRS AS

INDICATED.

7. EXISTING BELL TOWER. PERFORM WORK AS INDICATED.

8. EXISTING CRACK IN EXTERIOR WALL SURFACE TO BE

REPOINTED. REFER TO SPECIFICATION SECTION 04 01

00. QUANTITY INCLUDED IN DRAWING NOTE 13.

9. EXISTING AREA OF BULGE IN STONE WALL. REFER TO

DETAIL 2 AND PARTIAL ELEVATION 3 DRAWINGS S401

FOR REPAIRS.

10. LOCATION OF EXISTING STONE IN ARCH THAT HAS BEEN

DISPLACED. REFER TO DETAIL 1/S401 FOR REPAIRS.

11. LOCATION OF NEW CHANNEL FRAME. REFER TO

DRAWING S101 FOR ADDITIONAL INFORMATION.

12. EXISTING SLOPED STONE CAPS. RE-PARGE ALL

EXPOSED SURFACES OF STONE. REPOINT MORTAR

JOINTS BETWEEN CAP STONE AND ADJOINING STONE

MASONRY. REFER TO SPECIFICATION SECTION 09 24 00

AND 04 01 00.

13. INDICATES AREAS OF EXTERIOR STONE JOINTS TO BE

REPOINTED. REFER TO SPECIFICATION SECTION 04 01

00. INCLUDE THE FOLLOWING QUANTITIES IN BIO:

BELL TOWER: 1,500 LINEAR FEET

CHUCH: 500 LINEAR FEET

BIO QUANTITIES INDICATED INCLUDE QUANTITIES

SHOWN ON THE EXTERIOR ELEVATIONS.

14. INDICATES JOINT TO BE REPOINTED BETWEEN WALL

AND PILASTER. REFER TO SPECIFICATION 04 01 00.

15. INDICATES JOINT TO BE REPOINTED BETWEEN CAP

STONE AND STONE PILASTER.

16. EXISTING STONE REPAIR AT ABANDON COAL CHUTE.

REPLACE EXISTING STONE WITH STONE TO MATCH

EXISTING SURROUNDING STONE. AREA TO BE

REPLACED IS 10.67 SQUARE FEET. REPLACEMENT

STONES TO BE 16"H x 48"L x 12"D. REFER TO

SPECIFICATION SECTION 04 01 00.

17. REPOINT OPEN JOINT BETWEEN RAKE BOARD AND

STONE WITH MORTAR. REFER TO DETAIL 11/S402.

18. REMOVE AND REPLACE STEPS. REFER TO DRAWING

S402.

19. REMOVE AND REPLACE GROUND LEVEL CONCRETE

SLAB-ON-GRADE. REFER TO DRAWING S101.

20. EXISTING STONE REPAIR. REMOVE AND PROVIDE NEW

STONE REPAIR. REFER TO SPECIFCATION SECTION 04

01 00. AREA TO BE REPAIRED: 2'x2'x3" DEEP.

LEGEND:

PARGE SLOPED STONE CAPS (NOTE 12).

REPOINTING AREA (NOTE 13).

DRAWING NOTE.

(XX L.F.) QUANTITY OF REPAIR WITHIN SHADED AREA.

L.F. LINEAR FEET.

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(176 L.F.)

S401

PARTIAL ELEVATION

4 4 4

44444

(30 L.F.)

(25 L.F.)

S401

SIM.

(150 L.F.)

(190 L.F.)

(12 L.F.)

(8 L.F.)

(12 L.F.)

(112 L.F.)

(132 L.F.)

(88 L.F.)

(65 L.F.)

(10 L.F.)

(75 L.F.)

(115 L.F.)

(120 L.F.)

(184 L.F.)

(8 L.F.)

14 (21 L.F.)

DEDUCT ALTERNATIVE 1.

DEDUCT ALTERNATIVE 1.

(5 L.F.)

(4 L.F.)

(4 L.F.)

(20 L.F.)

(8 L.F.)

INDICATES DEDUCT

ALTERNATE 2 LOCATION.

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg.

on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e foo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

Repair Protestant Chapel

(Bldg. 118)

03/09/2017

PABFJE

Revisions Date

Project Phase

VA Project No.

14416.07

552-19-202

Dayton, Ohio

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of

Construction and Facilities

Management

THP Project No.

THP Limited, Inc.

100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222 www.thpltd.com

DESIGN DEVELOPMENT SUBMISSION 10/05/2017

95% CD SUBMITTAL 12/01/2017

100% CD SUBMITTAL

100% CD SUBMITTAL 03/09/2018

EXTERIOR

ELEVATIONS

S201

117 of

EXTERIOR ELEVATION

S101 3/16" = 1'-0"

SOUTH

13'-6"±

GROUND FLOOR

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

(TYP.)

(16 L.F.)

4 4 4 4 4

(8 L.F.)

(7 L.F.)

(TYP.)

(8 L.F.)

(21 L.F.)

(6 L.F.)

(21 L.F.)

(21 L.F.)

(7 L.F.)

DEDUCT ALTERNATIVE 1.

EXTERIOR ELEVATION

S101 3/16" = 1'-0"

EAST

GROUND FLOOR

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

DRAWING NOTES:

1. EXISTING CLOCK, DO NOT DAMAGE. PROTECT DURING

PERFORMANCE OF WORK.

2. EXISTING WOOD FRAMED LOUVERS. DO NOT DAMAGE.

PROTECT DURING PERFORMANCE OF WORK.

3. EXISTING STEEPLE. DO NOT DAMAGE.

4. EXISTING WINDOW TO REMAIN. DO NOT DAMAGE.

PROTECT AND STABILIZE DURING PERFORMANCE OF

WORK.

5. EXISTING WOOD ENTRY DOOR. DO NOT DAMAGE.

PROTECT DURING PERFORMANCE OF WORK.

6. EXISTING CHURCH BUILDING. PERFORM REPAIRS AS

INDICATED.

7. EXISTING BELL TOWER. PERFORM WORK AS INDICATED.

8. EXISTING CRACK IN EXTERIOR WALL SURFACE TO BE

REPOINTED. REFER TO SPECIFICATION SECTION 04 01

00. QUANTITY INCLUDED IN DRAWING NOTE 13.

9. EXISTING AREA OF BULGE IN STONE WALL. REFER TO

DETAIL 2 AND PARTIAL ELEVATION 3 DRAWINGS S401

FOR REPAIRS.

10. LOCATION OF EXISTING STONE IN ARCH THAT HAS BEEN

DISPLACED. REFER TO DETAIL 1/S401 FOR REPAIRS.

11. LOCATION OF NEW CHANNEL FRAME. REFER TO

DRAWING S101 FOR ADDITIONAL INFORMATION.

12. EXISTING SLOPED STONE CAPS. RE-PARGE ALL

EXPOSED SURFACES OF STONE. REPOINT MORTAR

JOINTS BETWEEN CAP STONE AND ADJOINING STONE

MASONRY. REFER TO SPECIFICATION SECTION 09 24 00

AND 04 01 00.

13. INDICATES AREAS OF EXTERIOR STONE JOINTS TO BE

REPOINTED. REFER TO SPECIFICATION SECTION 04 01

00. INCLUDE THE FOLLOWING QUANTITIES IN BIO:

BELL TOWER: 1,500 LINEAR FEET

CHUCH: 500 LINEAR FEET

BIO QUANTITIES INDICATED INCLUDE QUANTITIES

SHOWN ON THE EXTERIOR ELEVATIONS.

14. INDICATES JOINT TO BE REPOINTED BETWEEN WALL

AND PILASTER. REFER TO SPECIFICATION 04 01 00.

15. INDICATES JOINT TO BE REPOINTED BETWEEN CAP

STONE AND STONE PILASTER.

16. EXISTING STONE REPAIR AT ABANDON COAL CHUTE.

REPLACE EXISTING STONE WITH STONE TO MATCH

EXISTING SURROUNDING STONE. AREA TO BE

REPLACED IS 10.67 SQUARE FEET. REPLACEMENT

STONES TO BE 16"H x 48"L x 12"D. REFER TO

SPECIFICATION SECTION 04 01 00.

17. REPOINT OPEN JOINT BETWEEN RAKE BOARD AND

STONE WITH MORTAR. REFER TO DETAIL 11/S402.

18. REMOVE AND REPLACE STEPS. REFER TO DRAWING

S402.

19. REMOVE AND REPLACE GROUND LEVEL CONCRETE

SLAB-ON-GRADE. REFER TO DRAWING S101.

20. EXISTING STONE REPAIR. REMOVE AND PROVIDE NEW

STONE REPAIR. REFER TO SPECIFCATION SECTION 04

01 00. AREA TO BE REPAIRED: 2'x2'x3" DEEP.

PARGE SLOPED STONE CAPS (NOTE 12).

REPOINTING AREA (NOTE 13).

QUANTITY OF REPAIR WITHIN SHADED AREA.

(TYP.)

DEDUCT ALTERNATIVE 1.

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg.

on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e foo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

Repair Protestant Chapel

(Bldg. 118)

03/09/2017

PABFJE

Revisions Date

Project Phase

VA Project No.

14416.07

552-19-202

Dayton, Ohio

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of

Construction and Facilities

Management

THP Project No.

THP Limited, Inc.

100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222 www.thpltd.com

DESIGN DEVELOPMENT SUBMISSION 10/05/2017

95% CD SUBMITTAL 12/01/2017

100% CD SUBMITTAL

100% CD SUBMITTAL 03/09/2018

EXTERIOR

ELEVATIONS

S202

118 of

INTERIOR ELEVATION

S301 3/16" = 1'-0"

NORTH

INTERIOR ELEVATION

S301 3/16" = 1'-0"

WEST

INTERIOR ELEVATION

S301 3/16" = 1'-0"

SOUTH

INTERIOR ELEVATION

S301 3/16" = 1'-0"

EAST

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FORTH LEVEL

GROUND FLOOR

0'-0"

T/STEEL = 55'-6"

T/STEEL = 40'-3"

T/STEEL = 30'-4"

T/STEEL = 14'-9"

T/SLAB = 0'-0"

21 TYP.

(25 L.F.)

21 TYP.

(30 L.F.)

21 TYP.

(30 L.F.)

353535

343434

DRAWING NOTES:

21. EXISTING CRACK IN INTERIOR STONE WALL. REMOVE

DEBRIS FROM CRACK, CLEAN CRACK AND REPOINT

CRACK A MINIMUM OF 2" DEEP. REFER TO

SPECIFICATION SECTION 040100.

22. EXISTING PARGED STONE WALL. REMOVE EXISTING

PARGING FROM WALLS. PREPARE, CLEAN AND

REPARGE WALLS PER SPECIFICATION SECTION

092400.

23. EXISTING WALL MOUNTED PLYWOOD FOR SUPPORT

OF ELECTRICAL PANEL, JUNCTION BOXES AND

CONDUITS. PLYWOOD AND ELECTRICAL EQUIPMENT

TO REMAIN IN-PLACE. PROTECT DURING

PERFORMANCE OF WORK. DO NOT DAMAGE.

24. REMOVE REMOVE EXISTING SLAB AND PROVIDE NEW

SLAB PER DETAIL 1/S101. AFTER 7 DAY CURE OF NEW

CONCRETE REINSTALL PARTITION, CABINETS,

PLUMBING FIXTURES AND STEPS. REFER TO ARCH.

DRAWINGS FOR INTERIOR WORK.

25. EXISTING SLOPED STONE AROUND LOUVER/WINDOW

OPENING. REMOVE EXISTING PARGING FROM SLOPED

STONE. CLEAN, PREPARE AND PROVIDE NEW

PARGING. REFER TO SPECIFICATION SECTION 092400.

26. REMOVE EXISTING CABINETS WITH LAMINATE

COUNTERTOP, DOUBLE BOWL STAINLESS STEEL SINK

AND CHROME KITCHEN FAUCET TO ACCOMMODATE

FLOOR SLAB REPLACEMENT. REFER TO ARCH.

DRAWINGS FOR INTERIOR WORK.

27. EXISTING ARCHED OPENING TO REMAIN. PROVIDE

DUST PARTITION OVER OPENING DURING

PERFORMANCE OF WORK. REFER TO ARCH.

28. REMOVE EXISTING WOOD STEPS TO ACCOMMODATE

FLOOR SLAB REPLACEMENT. REINSTALL AFTER

COMPLETION AND CURING OF NEW FLOOR SLAB.

REFER TO ARCH.

29. EXISTING DRYWALL PARTITION WITH DOOR AND

DRYWALL CEILING TO BE REMOVED TO

ACCOMMODATE FLOOR SLAB REPLACEMENT.

PROVIDE NEW PARTITION, CEILING AND DOOR TO

MATCH EXISTING (INCLUDING HARDWARE) AFTER

COMPLETION AND CURING OF NEW FLOOR SLAB.

REFER TO ARCH.

30. EXISTING WATER CLOSET TO BE REMOVED.

REINSTALL AFTER COMPLETION AND CURING OF NEW

FLOOR SLAB. REFER TO ARCH.

31. EXISTING EXTERIOR DOOR TO REMAIN. DO NOT

DAMAGE. PROTECT DURING PERFORMANCE OF

WORK.

32. EXISTING WINDOW TO REMAIN. DO NOT DAMAGE.

PROTECT AND STABILIZE DURING PEROFMANCE OF

WORK.

33. EXISTING WINDOW SILL TO BE REMOVED. REINSTALL

LEVEL PRIOR TO RE-INSTALLATION OF WINDOW.

34. EXISTING WOOD LOUVERS TO REMAIN. DO NOT

DAMAGE. PROTECT DURING PERFORMANCE OF

WORK.

35. EXISTING CLOCK TO REMAIN. DO NOT DAMAGE.

PROTECT DURING PERFORMANCE OF WORK.

36. EXISTING CAST IRON TIE AB ANCHOR FIXTURE TO

REMAIN.

37. NEW STEEL CHANNEL FRAME. REFER TO DRAWING

S101.

S101

S101

S101

S101

GROUND FLOOR

0'-0"

GROUND FLOOR

0'-0"

GROUND FLOOR

0'-0"

T/STEEL = 55'-6"

T/STEEL = 40'-3"

T/STEEL = 30'-4"

T/STEEL = 14'-9"

T/STEEL = 55'-6"

T/STEEL = 40'-3"

T/STEEL = 30'-4"

T/STEEL = 14'-9"

T/STEEL = 55'-6"

T/STEEL = 40'-3"

T/STEEL = 30'-4"

T/STEEL = 14'-9"

LEGEND:

PARGE WALLS.

CRACK.

3621TYP.

(35 L.F.)

S101

S101

S101

S101

S101

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg.

on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e foo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

Repair Protestant Chapel

(Bldg. 118)

03/09/2017

PABFJE

Revisions Date

Project Phase

VA Project No.

14416.07

552-19-202

Dayton, Ohio

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of

Construction and Facilities

Management

THP Project No.

THP Limited, Inc.

100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222 www.thpltd.com

DESIGN DEVELOPMENT SUBMISSION 10/05/2017

95% CD SUBMITTAL 12/01/2017

100% CD SUBMITTAL

100% CD SUBMITTAL 03/09/2018

INTERIOR

ELEVATIONS

S301

119 of

3"

3"

2 TYP.

3 4

1TYP.

DETAIL

S401 1 1/2" = 1'-0"

TYPICAL LOOSE BAND STONE REPAIR

DETAIL

S401 1 1/2" = 1'-0"

PARTIAL EAST ELEVATION

S401 1/2" = 1'-0"

KEY NOTES:

EXISTING WINDOW TO REMAIN. DO NOT DAMAGE. PROTECT

AND STABILIZE DURING PERFORMANCE OF WORK.

EXISTING CRACKED STONE WINDOW SILL. REPAIR CRACKS

PER NOTE 6. RE-INSTALL SILL IN WALL.

INDICATES AREA OF EXISTING STONE TO BE REMOVED AND

RE-INSTALLED. REPAIR CRACKED STONES PER NOTE 6.

RE-INSTALL STONES TO REMOVE BULDGE IN WALL SURFACE.

RE-INSTALL STONES PLUMB, LEVEL AND STRAIGHT, AND IN

ORIGINAL LOCATION.

EXISTING STONE BAND. REMOVE STONE BAND WITH STONE

TO BE REMOVED ABOVE AND BELOW. REPAIR CRACKS IN

STONE PER NOTE 6. RE-INSTALL STONE PLUMB, LEVEL,

STRAIGHT AND IN ORIGINAL LOCATION.

REMOVE AND REPLACE EXISTING STONE. NEW STONE TO

MATCH EXISTING IN COLOR, TEXTURE AND SIZE. REFER TO

DETAIL 2/S401. PROVIDE SAMPLE OF NEW STONE FOR REVIEW

BY CONTRACTING OFFICER PRIOR TO PROCURING NEW

STONE.

INDICATES CRACKS IN STONE. IF STONE IS NOT INDICATED TO

BE REPLACED AND CRACK IS FULL DEPTH OF THE STONE.

REPAIR STONE PER DETAIL 4/S401.

EXISTING STONE PILASTER EXTENDING BEYOND SURFACE OF

STONE WALL. DO NOT DAMAGE.

APPROXIMATE EXISTING GRADE. EXCAVATE GRADE AS

REQUIRED TO PERFORM WORK. AFTER COMPLETION OF

STONE REPAIRS/REPLACEMENT. BACKFILL EXCAVATION AND

RE-SEED AREA DISTURBED BY PERFORMANCE OF WORK.

EXISTING JOINT BETWEEN STONES. MAINTAIN EXISTING JOINT

PATTERN DURING RE-INSTALLATION OF STONE.

EXCAVATE TO EXPOSE 1 FULL COURSE OF STONE BELOW

GRADE FOR REVIEW BY C.O.R.

NOTE: REFER TO SPECIFICATION SECTION 01 01 00 FOR

MATERIALS AND METHODS. FACE STONES ARE ESTIMATED TO

BE 12" THICK. REPLACEMENT STONE IS LOCATED IN BASEMENT

OF CHURCH.

1 2

6 TYP.

9TYP.

6TYP.

9'-0"±

FIELD VERIFY

KEY NOTES:

EXISTING STONE ABOVE WINDOW OPENING TO REMAIN.

EXISTING MORTAR JOINT. REMOVE EXISTING MORTAR AND

TUCKPOINT. REFER TO SPECIFICATION SECTION 040100.

DRILL 3/8" DIAMETER HOLES IN STONE. OFFSET HOLES 3".

MAINTAIN 2" FROM FACE OF STONE TO FIRST HOLE. USE

ROTARY DRILL FOR HOLES. DO NOT USE HAMMER DRILL.

CLEAN HOLES OF ALL DUST AND DEBRIS.

PROVIDE 1/4" DIA. STAINLESS STEEL THREADED RODS IN

HOLES. SECURE IN HOLE WITH ADHESIVE. RECESS ROD 3/4"

INTO HOLE. AFTER COMPLETION OF ROD INSTALLATION. FILL

RECESS WITH MORTAR. REFER TO SPECIFICATION SECTION 04

01 00.

KEY NOTES:

INDICATES EXISTING STONES TO BE REPLACED. REFER TO

DETAIL 3/S401.

DETAIL

S401 1 1/2" = 1'-0"

KEY NOTES:

EXISTING CRACK STONE. PERFORM REMOVAL TO MINIMIZE

DAMAGE TO CRACK SURFACES TO BE REPAIRED.

EXISTING THROUGH…