24 july 2017 - civil works contracting - civil works ... · new galv. wt6x20 w/ length equal to...

4S-301

3'-4"

4'-0"

4'-0"

1'-0"

5"

12"

EXISTING ROOFEXIST. BOND BEAM (FIELD VERIFY) (TYP.)

"EB" BOX BEAM

NEW PRE-ENGINEERED METAL TRUSSES AT DORMER (TYP. AT 8 DORMERS) PURLINS BY TRUSS

MANUFACTURER @ 2' - 0" O.C. MAX. (TYP.) (SPACE ALONG SLOPE)

NEW CATWALK SYSTEM. SEE S-101 FOR MORE INFORMATION

(2) 800S200-68 W/ (2) 600T200-68 BOX BEAMS. SEE SUGGESTED DETAIL THIS SHEET

600S162-54 @ 24" O.C. W/ 600T125-54 TRACK

4" 4'-4" 1'-2" 20'-8" 3'-0" 20'-8" 1'-2" 4'-4" 4"

46'-8"

3/4" PLYWOOD FASTENED TO PURLINS W/ #8 SCREWS @ 6" O.C. (TYP.)

2'-4" 26'-8" 26'-8" 2'-4"

5"

12"

"CB" BOX BEAM

SEE S-303

5'-5" MIN.

SEE S-303

5'-5" MIN.1'-0"

4'-0"

1'-0"

3'-4"

29'-0" 29'-0"

PURLINS BY TRUSS MANUFACTURER @ 2'-0" O.C. MAX (TYP.) (SPACE PURLINS ALONG SLOPE)

PRE-ENGINEERED METAL TRUSS OVER EXISTING CMU WALL BELOW

NEW CATWALK SYSTEM. SEE S-101 FOR MORE INFORMATION

STUD TRACK FASTENED TO EACH SIDE OF TRUSS TOP CHORD BY TRUSS MANUFACTURER


SEE S-501 FOR NEW TRUSS TO EXISTING ROOF CONNECTION (TYP.)

SEE S-303 FOR DUCT PENETRATION INFORMATION

EXIST. ROOF (TYP.)EXISTING CMU LOAD-BEARING WALL

46'-8"

2'-0"

2'-0"

4" 4'-4" 1'-2" 20'-8" 3'-0" 20'-8" 1'-2" 4'-4" 4"

5"

12"

5"

12"

SEE S-303

5'-5" MIN.

SEE S-303

5'-5" MIN.

3"x3"x6"x16 GA. ANGLE EACH SIDE OF "CB" W/ (4) #12 SCREWS INTO "CB" & "EB"

(2) JOIST ABOVE LOUVER FASTENED TO BOX BEAM W/ STIFFENER SECTION EACH END (SEE SHEET S-501)

"EB" UNDER LOUVER

3"x3"x6"x16 GA. ANGLE EACH SIDE OF "CB" W/ (4) #12 SCREWS INTO "CB" & "EB"

"CB" EACH SIDE BEARING ON FIELD FRAMED STUD WALL BELOW

PRE-ENGINEERED METAL TRUSSES OVER EXISTING CMU WALLS BELOW

PRE-ENGINEERED METAL TRUSSES AT DORMERS (TYP. OF 8 DORMERS)

4S-301

PRE-ENGINEERED METAL TRUSSES (TYP.)

5"

12"

5"

12"

EXISTING ROOF

SEE S-501 FOR NEW TRUSS TO EXISTING ROOF CONNECTION (TYP.)

EXIST. CMU LOAD BEARING WALL (TYP.)

ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER (TYP.)

PRE-ENGINEERED METAL GIRDER TRUSSES (TYP.)

DRAFT STOP WALL

ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER (TYP.)

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


DUCT (COORDINATE W/ MECH DRAWINGS)


PRE-ENGINEERED METAL TRUSSES (TYP. OF 2 @ EACH DORMER)

ROOF PURLIN AND CONNECTION BY TRUSS MANUFACTURER (TYP.)

DORMER OUTLINE BEYOND

EXISTING 6" PRECAST CONCRETE CORESLAB W/ 2" CONC. TOPPING

EXISTING ROOF (TYP.)TRUSS MANUFACTURER TO VERIFY REQUIREMENT OF 2 CLIPS OR 1 CLIP FOR DORMER TRUSS CONNECTION (TYP.)

EXISTING CONCRETE OUTRIGGERS

PRE-ENGINEERED METAL TRUSS (TYP.)

"CB" BOX BEAM EACH SIDE. SEE SUGGESTED DETAIL THIS SHEET

600S162-54 @ 24" O.C. W/ 600T125-54 STUD WALL UNDER BOX BEAM EACH SIDE

12'-8"

5"

12"

FOR MECH. DUCT

2'-6" CLR. MIN.

5"

12"

600T200-68

800S200-68

#12 SCREW @ 6" O.C. (TYP.)

EXISTING 6" PRECAST CORE SLAB W/ 2" TOPPING

EXISTING 8" CMU BEARING WALL

(2) ANCHOR BOLTS AND CLIP. SEE DETAILS AND NOTES ON S-501

CENTER CONNECTION CLIPS ON WALL CENTERLINE

3/4" OSB ATTATCHED TO PRE-ENGINEERED METAL TRUSS (ONE SIDE)

PRE-ENGINEERED METAL TRUSS OVER EACH CMU WALL BELOW U.N.O.

2 1/2"

2 1/2"

TRUSS TOP CHORD

PURLINS AND CONNECTIONS BY TRUSS MANUFACTURER (TYP.)

PRE-ENGINEERED METAL TRUSSES

SEE DETAIL 7/S-501 FOR TRUSS TO EXISTING ROOF CONNECTION. ONE CLIP PER TRUSS LEG AT EACH SIDE OF EXPANSION JOINT AS SHOWN

1" EXPANSION JOINT

EXISTING 6" PRECAST CORE SLAB W/ 2" TOPPING

EXISTING 12" CMU BEARING WALL

STUD TRACK FASTENED TO SIDE OF TOP CHORD BY TRUSS MANUFACTURER

2 1/2"

2 1/2"

EXISTING CONCRETE BEAM

LEGEND:

CB/EB (2) 800S200-68 W/ (2) 600T200-68 TRACK BOX BEAM (TYP. OF 3 PER DORMER). SEE SUGGESTED DETAIL THIS SHEET.

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320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

C. HANLEY

C. GREER

B. MINOR

INTERIOR & EXTERIOR REPAIRS TO BEQHP503

NEW WORK FRAMING SECTIONS ANDDETAILS

S-301

20 14624 JULY 2017

60019623

15153K

N40085-17-B-0022

15-17-0022

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

S-102

2NEW ROOF FRAMING SECTION AT DORMERS

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

S-102

1NEW ROOF FRAMING SECTION

SCALE: 3/8" = 1'-0"

S-102

7ENLARGED DORMER PLAN

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

S-102

3NEW END ROOF FRAMING SECTION

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

S-301

4SECTION AT DORMER

SCALE: NOT TO SCALE8SUGGESTED BOX BEAM DETAIL

04 8268 02 4 8134

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

GRAPHIC SCALES

0

SCALE: 3/8"=1'-0"

24 4

0

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

12 2

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

S-102

5SECTION

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

S-102

6SECTION

1S-302

NEW DOOR

NEW DOOR

NEW DOOR

VERT. #5 IN CENTER 8"x8" CMU PILASTER



ROOF SYSTEM NOT SHOWN FOR CLARITY

DRILL & EPOXY #5 INTO ADJACENT CELL 5" MIN. (TYP.)



8"x8" CMU W/ VERT. #5 (EACH END OF NEW WORK AREA)



EXISTING 8" CMU WALL W/ BRICK VENEER



3S-302

6S-302

6S-302

DRILL & EPOXY #5 INTO EXISTING FOUNDATION 5" MIN. (TYP.)

DRILL THRU EXISTING CONC. BEAM AND EPOXY CONT. #5 INTO EXISTING BEAM (TYP.)

DRILL THRU EXISTING CONC. BEAM AND EPOXY CONT. #5 INTO EXISTING BEAM (TYP.)

DRILL & EPOXY #5 INTO EXISTING SLAB 5" MIN. (TYP.)

NEW WINDOW

NEW WINDOW

NEW WINDOW

EXISTING PRECAST PARAPET

ROOF SYSTEM NOT SHOWN FOR CLARITY

EXISTING 6" CORESLAB WITH 2" CONC. TOPPING

EXISTING CONC. ROOF BEAM

CONC. OUTRIGGER BEYOND



NEW 8" CMU W/ W1.7 HORIZ. LADDER JOINT REINF. @ 16" O.C.

NEW 8" BOND BEAM WITH 2-#5 CONT.








EXISTING PRECAST WALKWAY

NEW MASONRY TIES @ 16" O.C. MAX. VERT AND HORIZ.

NEW BRICK VENEER

EXISTING THICKENED SLAB


NEW BRICK VENEER



NEW BRICK VENEER

NEW GALV. L4x4x1/4x8'-8" LONG LINTEL W/ 8" MIN. BEARING EACH END





BLAST RESISTANT GLAZING



8'-8"

9'-4"

8'-8"

4'-8"


NEW 8" DEEP BOND BEAM WITH 2-#5 CONT.

NEW GALV. L4x4x1/4x8'-8" LONG LINTEL W 8" MIN. BEARING EACH END

NEW BRICK VENEER



EXISTING 8'-8"± LONG CONC. BEAM AT ORIGINAL OPENING


1'-2"


SHORE AND DEMOLISH EXISTING BRICK VENEER AS REQUIRED FOR INSTALLATION OF NEW LINTEL FLASHING (SEE ARCH. DRAWINGS). REPAIR/REPLACE BRICK AFTER COMPLETION

NEW GALV. WT6x20 W/ LENGTH EQUAL TO OPENING WIDTH + 16" . 8" BEARING ON EACH SIDE.

NEW OPENING FOR MECHANICAL LOUVER

EXPANSION MATERIAL




CONT. #5

DRILL EPOXY (3) #5 INTO EXISTING BEAM @ 8"± O.C. W/ 4" MIN. EMBED (3 DRILLED FROM TOP)

NEW 8" CMU WALL W/ #5 @ 32" O.C.

EXISTING CONCRETE SLAB

3-#5 CONT. W/ #3 @ 32" O.C.

1/2" EXPANSION MATERIAL

COMPACTED SUBGRADE 95% ASTM D-1557

NEW STRIP FOOTING 2'-0"

1'-0"

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DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE: AS NOTED







C. HANLEY

C. GREER

B. MINOR


NEW CMU SECTIONS AND DETAILS

S-302

21 14624 JULY 2017

60019624

15153K

N40085-17-B-0022

15-17-0022

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

S-401

2SECTION

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

S-302

1SECTION

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

S-302

3SECTION

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

S-401

5SECTION

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

S-401

4SECTION

GENERAL NOTES:1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS

SPECIFIED PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION/DEMOLITION.

2. SEE ARCHITECTURAL DRAWINGS FOR ARCHITECTURAL ELEMENTS NOT SHOWN FOR CLARITY.

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

S-302

6SECTION

0

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

12 2

GRAPHIC SCALE

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

S-401

7SECTION

EXISTING PRECAST PARAPET

EXIST CONC. OUTRIGGER

1"± GAP MIN.

EXISTING CONC. ROOF BEAM


SEE DETAIL 5/S-501 (TYP. U.N.O.)

NEW MECH. DUCTWORK & INSULATION. SEE NOTE 3

EXISTING STEEL ANGLE LINTEL BETWEEN PLANKS NOT SHOWN

NEW PRE-ENGINEERED METAL TRUSS. SEE S-301 FOR MORE INFORMATION

SEE S-101 FOR CATWALK SYSTEM (NOT SHOWN)

SEE DETAIL 6/S-501

EXISTING 6" CMU CHASE WALL


2S-303

4'-8"

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

6"

1 1

/2"

1/2"

(NO LOAD APPLIED IN THIS AREA)

5'-5" MIN. BETWEEN TRUSS LEGS

SEE NOTE 2

EXISTING 6" CORESLAB W/ 2" TOPPING

EXISTING DOUBLE ANGLE LINTEL

8" CMU INTERIOR SLEEP ROOM WALL

038868

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DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

C. HANLEY

C. GREER

B. MINOR


MECHANICAL OPENING SECTIONS ANDDETAILS

S-303

22 14624 JULY 2017

60019625

15153K

N40085-17-B-0022

15-17-0022

GENERAL NOTES:

1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS SPECIFIED PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION/DEMOLITION.

2. CONTRACTOR SHALL FILL ALL EXISTING OPENINGS WITH CMU PRIOR TO CUTTING PENETRATIONS FOR NEW WORK.

3. COORDINATE WITH MECHANICAL DRAWINGS FOR DUCTWORK LAYOUT TO BE PLACED WITHIN 5'-5"± OF EXISTING WALL.

4. ALL EXISTING STRUCTURE SHALL REMAIN INTACT AND UNDAMAGED DURING CONSTRUCTION. ALL EXISTING MECHANICAL OPENINGS SHALL BE REUSED AND ALL DUCTWORK SHALL FIT WITHIN THE EXISTING OPENINGS WITHOUT WIDENING OR DEMOLITION.

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

S-103

1SECTION AT TYPICAL INTERIOR SUITE SEPARATION OR MECHANICAL ROOM WALL

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

S-303

2SECTION AT MECHANICAL OPENING

0

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

12 2

GRAPHIC SCALE

2S-302

S2S2S2S2S2S2S2S2S2S2S2S2S2S2S2

8'-8" 8'-8" 8'-8" 8'-8" 8'-8"

5S-302

4S-302

S5

3'-4"

S3

S12

S8 S8

S4

7S-302

3'-4"

S14 S14

S15

11'-4"

10 3/8"

3'-4"

S16

S16 S17

S16

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DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

C. HANLEY

C. GREER

B. MINOR


ENLARGED STRUCTURAL NEW WORKPLANS

S-401

23 14624 JULY 2017

60019626

15153K

N40085-17-B-0022

15-17-0022

GENERAL NOTES:


2. SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL NEW WORK AND NOTES NOT SHOWN.

3. REVIEW ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR POTENTIAL HAZARDOUS MATERIALS PRIOR TO STARTING DEMOLITION WORK.

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

S-103

2ENLARGED FIRST FLOOR NEW WORK PLAN

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

S-103

1

ENLARGED SLEEPING ROOM ANDMECHANICAL NEW WORK PLAN (TYP.)

NEW WORK KEYNOTES:

NO. DESCRIPTION

S2 NEW 8"x8" CMU W/ VERTICAL #5.

S3 OPENING FOR NEW DOOR. PROVIDE LINTEL PERSECTION 4/S-302.

S4 OPENING FOR NEW MECHANICAL LOUVER.PROVIDE LINTEL PER SECTION 5/S-302.

S5 INFILL OPENING FROM DEMOLISHED LOUVER WITHBRICK VENEER AND CMU AS REQUIRED.

S8 SEE DETAIL 1/S-503 FOR PENETRATION THROUGHEXISTING BOND BEAM AT CHASE.

S12 NEW 8" CMU W/ VERTICAL #5 @ 32" O.C. PROVIDECONT. x 2'-0" x 12" STRIP FOOTING PER SECTION7/S-302 ON FIRST FLOOR.

S14 INFILL PORTION OF EXISTING OPENING WITH CMUAND BRICK VENEER TO PROVIDE NEW 3'-4"WINDOW OPENING W/ VERT. #5.

S15 NEW 6" CMU W/ VERTICAL #5 @ 32" O.C.

S16 NEW 4" CONCRETE SLAB ON GRADE W/6x6-W2.0xW2.0 WWF. COORDINATE W/ARCHITECTURAL AND PLUMBING FOR FLOORSLOPE.

S17 NEW 8" CMU W/ VERTICAL #5 @ 32" O.C.

PLAN NORTH

04 8268 02 4 8134

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

GRAPHIC SCALE

(2)800S200-68BOX BEAM

STUD

HEAD TRACK

SECTIONOF TRACK

SECTIONOF STUD

EXTENDCLOSURETRACK

MULTIPLEMEMBERSAT JAMB

KING STUD

BUILT-UPCOLD-FORMEDBOX BEAM

CLIP ANGLE

WEB STIFFENER(WEB SIDE OR FITBETWEEN JOISTFLANGES)

JOIST

PURLIN 6-#12 FASTENERS

1'-0"

PURLIN

2" x 14 GA.STRAP (TYP.)

#12 FASTENERS(TYP.)

12 MAX.

12BASE ANDANCHORAGE ASSPECIFIED

EXISTING ROOF

12 MAX.

12 362S162-54 MIN. STRUT

TOP STRAPS ANDSTRUT AS REQUIREDBY HEIGHT OF BRACEDBAY

PRE-ENGINEEREDMETAL TRUSS

INSTALL ADDITIONALSECTIONS AS REQUIREDFOR STRAP ATTACHMENT

AT CONTRACTOR'SOPTION, BLOCKINGTRUSSES MAY BE USED

12"

MA

X.

12"

MA

X.

12"

MA

X.

426HD14OR EQUAL

5" B/W

BOLTS

(TYP.)

TRUSS VERTICALWEB

TRUSS BOTTOMCHORD

LIGHT GAUGE STUDSECTION FASTENEDTO VERTICAL WEBMEMBER OF TRUSSPER MANUFACTURER

CONNECTION PERTRUSS MANUFACTURER

CONTINUOUS JOINTAT WALL CENTERLINE

2" CONC. TOPPING

6" PRECASTCONC.CORESLAB

CONC. BEAM ORMASONRY WALL BELOW

FILLED PORTION OFCELLS FOR BEARING

CENTER CONNECTIONCLIPS ON WALLCENTERLINE

3" ±

(2) 3/8"Ø POWERS POWER STUDOR EQUAL W/ 2 1/2"EMBEDMENT (1/2" MIN. INTOCORESLAB)

WALLCENTERLINE

MIN. SCREW SPACING = 3/4"

MIN. DISTANCE BETWEEN CENTER OF SCREW AND EDGE OF STUD = 3/8"

MIN. DISTANCE BETWEEN CENTER OF SCREW AND END OF STUD = 3/4"

426HD14OR EQUAL

5" B/W

BOLTS

(TYP.)

TRUSS VERTICALWEB

LIGHT GAUGE STUDSECTION FASTENEDTO VERTICAL WEBMEMBER OF TRUSSPER MANUFACTURER


CONTINUOUS JOINTAT WALL CENTERLINE

2" CONC. TOPPING

6" PRECASTCONC.CORESLABCONC. BEAM OR

MASONRY WALL BELOW


WALLCENTERLINE


3" ±

2 1/4"MIN.U.N.O.

2 1/4"MIN.U.N.O.

426HD14OR EQUAL

TRUSS VERTICALWEB


1" EXPANSION JOINT

2" CONC. TOPPING

6" PRECASTCONC.CORESLAB

CONC. BEAM BELOW



3" ±

5" B/W

BOLTS

(TYP.)2 1/4"MIN.U.N.O.

2 1/4"MIN.U.N.O.

038868

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DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

C. HANLEY

C. GREER

B. MINOR


NEW STRUCTURAL ROOF FRAMING DETAILS

S-501

24 14624 JULY 2017

60019627

15153K

N40085-17-B-0022

15-17-0022

SCALE: NOT TO SCALE1HEADER DETAIL (OPENING < 4'-0")

SCALE: NOT TO SCALE2JOIST WEB STIFFNER DETAIL

SCALE: NOT TO SCALE4TYPICAL SPLICE DETAIL

SCALE: NOT TO SCALE3SUGGESTED LONGITUDINAL X-BRACING

NOTES:

1. EACH ANCHOR BOLT TO EXISTING ROOF SLAB SHALL HAVE 2 1/2" MIN. EMBEDMENT (THROUGH 2" CONCRETE TOPPING AND 1/2" INTO CORE SLAB) AND SHALL HAVE A MIN. CAPACITY OF 750 LBS IN TENSION AND 500 LBS IN SHEAR IN f'c = 3,000 PSI CONCRETE, INCLUDING REDUCTION FOR BOLT SPACING.

2. 14 GA. MIN. CLIP ANGLES SHALL HAVE 1,500 LBS MIN. UPLIFT CAPACITY. FOR CLIP INSTALLATION, PROVIDE SIZE AND QUANTITY OF FASTENERS SHOWN OR AS SPECIFIED BY THE CLIP MANUFACTURER, WHICHEVER IS GREATER.

3. ALL FASTENERS FOR LIGHT GAUGE STEEL CONNECTIONS SHALL BE SELF-DRILLING, SELF-TAPPING.

SCALE: NOT TO SCALE5TYPICAL TRUSS CONNECTION U.N.O.

SCALE: NOT TO SCALE6

TRUSS CONNECTION @ CHASE WALLADJACENT TO CATWALK SCALE: NOT TO SCALE7

TRUSS CONNECTION @ EXPANSION JOINT

3S-502

5S-502

2S-502

2"x3/8"x0'-8" PLATE EACH SIDE

L6x6x3/8 x 5'-0" W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END (SEE NOTE 3 TYP.)

OPENING AT FLOOR (TYP.)EDGE OF EXISTING PLANKS BELOW

L8x6x7/16 (LLV) x 5'-0" ABOVE. WELD TO L6x6x3/8 (SEE NOTE 3: TYP.)

10"

4S-502

10"

AREA AVAILABLE FOR OPENING AT FLOOR

SUPPORTING L4x4x1/4 W/ 1/2"Ø x 3" EXP. ANCHOR EACH END

L4x4x1/4 WELDED TO SUPPORTING L4x4'S

4"x1/4"x0'-4" PLATE WELDED TO SUPPORTING L4x4 (TYP.)

EXISTING BOND BEAM (FIELD VERIFY)

EXISTING 6" PRECAST PLANK W/ 2" CONC. TOPPING

EXISTING CMU WALL

3'-0"

WIDTH

OPENING

EXIST. CHASE

EXISTING CMU WALL SUPPORTING L4x4x1/4 W/ 1/2"Ø x 3" EXP. ANCHOR END

L4x4x1/4 WELDED TO SUPPORTING L4x4'S

AREA AVAILABLE FOR OPENING AT FLOOR

6S-502

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OP

EN

ING

WIDTH

OPENING

EXISTING 2" CONC. TOPPING

EXISTING 6" PRECAST PLANK

OPENING AT FLOOR

L8x6x7/16 (LLV) x 5'-0" REMOVE VERT. LEG EXCEPT IN OPENING (SEE NOTE 3 TYP.)

L6x6x3/8 x 5'-0" W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END

1/4 6

L6x6x3/8 x 8'-4" W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END

L8x6x7/16 (LLV) x 8'-4" REMOVE VERT. LEG EXCEPT IN OPENINGS

OPENING AT FLOOR


2"x3/8"x0'-8" PLATE EACH SIDE1/4 6

L6x6x3/8 W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END


OPENING AT FLOOR


6"x3/8"x0'-6" PLATE WELDED TO ANGLE W/ CONT. 1/4" FILLET WELD AND BOLTED TO WALL W/ (2) 1/2"Ø EXP. BOLTS


1/4 6

L6x6x3/8 W/ (2) 1/2"Ø X 3" EXP. ANCHORS EACH END


OPENING AT FLOOR


6"x3/8"x0'-6" PLATE WELDED TO ANGLE W/ CONT. 1/4" FILLET WELD AND BOLTED TO WALL W/ (2) 1/2"Ø EXP. BOLTS


1/4 6

10"

038868

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SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

C. HANLEY

C. GREER

B. MINOR


NEW STRUCTURAL SECTIONS AND DETAILS

S-502

25 14624 JULY 2017

60019628

15153K

N40085-17-B-0022

15-17-0022

GENERAL NOTES:


2. COORDINATE WITH MECHANICAL DRAWINGS FOR ROOF AND FLOOR PENETRATIONS.

3. ADJUST STEEL ANGLE LENGTHS AS REQUIRED IF PRECAST HOLLOW CORE PLANKS ARE NOT 3'-4" IN WIDTH (TYP.).

4. INSTALL ANGLES PRIOR TO CONCRETE EQUIPMENT PAD INSTALLATION.


PENETRATION AT EXISTING CORESLAB PLAN(VIEW FROM BELOW)

SCALE: NOT TO SCALE

S-502

6SECTION AT EXISTING CHASE (CAST-IN-PLACE)


PENETRATION AT EXISTING CHASE (PLAN)(CAST-IN-PLACE)

SCALE: NOT TO SCALE

S-502

2SECTION

SCALE: NOT TO SCALE

S-502

5SECTION WITHOUT WALL (CORESLAB)

SCALE: NOT TO SCALE

S-502

4

SECTION AT OPENING AGAINST WALLAT FLOOR LEVEL (CORESLAB)

SCALE: NOT TO SCALE

S-502

3

SECTION AT OPENING AGAINST WALLAT ROOF LEVEL (CORESLAB)

BEARING PLATE

CMU BOND BEAM

1. ENSURE POSITIVE BEARING BETWEEN PLATE AND GROUT FILL.

2. ENSURE PLATE BEARS ON GROUT FILL. DO NOT BEAR PLATE ON BOND BEAM WALLS.

5"x3/8"x8" STEEL BEARING PLATE W/ (2) 1/2"Ø x 6" NELSON STUDS

5" 8"

6"

4"

NOTES:

1. INSTALL CONTROL JOINTS SUCH THAT NO DIMENSION BETWEEN JOINTS EXCEEDS 16' OR 36t UNLESS NOTED OTHERWISE.

2. INSTALL CONTROL JOINTS SUCH THAT THE RECTANGULAR SECTIONS CREATED BETWEEN THE JOINTS DO NOT EXCEED A 1:1.25 MAXIMUM RATIO (i.e. 10'x12.5' SECTION).

1/8"

t/4SAWCUT & FILL

WITH SEALANT

t

COMPACTED SUBGRADE

UNIFORMLY GRADED COURSE GRAVEL FILL

VAPOR RETARDER (FOR INTERIOR SLAB ONLY)

NOTES:

8" CMU WALL W/ #5 @ 32" O.C. VERTICAL. FILL CELLS W/ GROUT. HORIZ. W1.7 LADDER REINF. @ 16" O.C.

REINFORCE 3 CELLS AT CORNER W/ #5 VERTICAL. FILL CELLS W/ GROUT

PRE-FABRICATED CORNER WIRE REINFORCING

REINFORCE LAST 2 CELLS OF CMU AT DOOR OR WINDOW OPENINGS. FILL CELLS W/ GROUT

8" CMU WALL W/ #5 @ 32" O.C. VERTICAL. FILL CELLS W/ GROUT. HORIZ. W1.7 LADDER REINF. @ 16" O.C.

1. TYPICAL VERTICAL CMU REINFORCEMENT SHALL BE #5 @ 32" O.C. UNLESS NOTED OTHERWISE.

2. ALL CELLS BELOW GRADE SHALL BE FULLY GROUTED BELOW GRADE.

NOTES:

36/4 PATTERN W/ #12 TEK SCREWS INTO SUPPORT MEMBERS

SECTION VIEW

EDGE SUPPORT MEMBER

SUPPORT MEMBER BELOW

1.5B22 STEEL DECK

SIDELAP CONNECTION W/ (2) #10 TEK SCREWS

SUPPORT MEMBER

GENERAL NOTES:

1. ROOF DECK SHALL BE GALVANIZED AND CMC JOIST AND DECK 1.5B22 DECKING OR EQUAL. ROOF DECK SHALL BE CONTINUOUS OVER 3 OR MORE SPANS.

2. ATTACH DECK TO SUPPORT MEMBER AS SHOWN ON DETAIL UTILIZING 36/4 PATTERN W/ #12 TEK SCREWS IN SUPPORT FASTENERS & #10 TEK SCREWS FOR SIDELAP

3. DESIGN LOADS AS SPECIFIED ON THE STRUCTURAL GENERAL NOTES SHEET S-001.

4. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

PLAN VIEW

NEW PENETRATION FOR ELECTRICAL CONDUIT

FLOOR LEVEL

EXIST. 6" PRECAST PLANK W/ 2" CONC. TOPPING

EXIST. BOND BEAM (FIELD VERIFY)

EXIST. 6" CMU CHASE WALL BEYOND

1'-6"

EXIST. DOOROPENING

(2) 3/16"∅ x3" TAPCONCONCRETE SCREWS INEACH LOCATION SHOWN

1/2" x 7" TOP PLATE

L3x3x3/16 x 5" LONGIN EACH CORNER

1/4" x 7"INTERMEDIATE,BOTTOM, &END PLATES

1/4" FILLETWELDS (TYP.)

3'-0"

8"

6"

10"

038868

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DR.

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CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

C. HANLEY

C. GREER

B. MINOR


NEW STRUCTURAL SECTIONS AND DETAILS

S-503

26 14624 JULY 2017

60019629

15153K

N40085-17-B-0022

15-17-0022

SCALE: NOT TO SCALE5TRUSS BEARING PLATE DETAILS

SCALE: NOT TO SCALE4CONTROL JOINT DETAIL

SCALE: NOT TO SCALE3TYPICAL CMU REINFORCEMENT

SCALE: NOT TO SCALE2METAL DECK FASTENING DETAIL (SCREWS)

SCALE: NOT TO SCALE1DETAIL THROUGH BOND BEAM AT EXISTING CHASE

1. ALL EXISTING CONDITIONS AND DIMENSIONS SPECIFIED PER ORIGINAL DESIGN DRAWINGS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION (TYP.) AND NOTIFY GOVERNMENT PROMPTLY IF ANY DISCREPANCIES EXIST.

2. REMOVE ALL EXISTING WORK/MATERIAL, AS DESIGNATED, IN THEIR ENTIRETY DOWN TO ORIGINAL SUBSTRATES IN INDICATED AREAS TO PERMIT COMPLETION OF ALL REPAIRS AND REPLACEMENTS.

3. EXISTING SOUND NAILERS AND BLOCKING NOT OTHERWISE INDICATED TO BE REPLACED MAY REMAIN. UNIT PRICE QUANTITIES SHALL BE USED FOR ANY EXISTING WOOD TO BE REPLACED.

4. REMOVE ALL ROOF FLASHING AND ACCESSORIES AS NOTED, SPECIFIED, OR REQUIRED TO COMPLETE THE WORK. 5. THE UNDERSIDE OR THE DECK (INTERIOR) MAY HAVE FIXTURES AND ATTACHMENTS. CONTRACTOR SHALL HAVE

QUALIFIED CRAFTSMEN REMOVE AND REINSTALL ALL AFFECTED ITEMS OF THE DEMOLITION OF ALL MATERIALS. THE LOCATION AND METHOD OF ATTACHMENT SHALL BE THE SAME AS THE ORIGINAL, UNLESS DIRECTED OR APPROVED OTHERWISE BY THE OWNER.

6. ANY CABLES, WIRES, SATELLITE OR MICROWAVE DISHES, ANTENNAS, AND ROOFTOP MECHANICAL, ELECTRICAL OR ELECTRONIC COMPONENTS SHALL BE TEMPORARILY DISCONNECTED AND RECONNECTED BY QUALIFIED CRAFTSMEN. THIS INCLUDES ROOF AREAS, FLASHING AND ADJACENT WALL AREAS.

7. WHERE DEMOLITION AND NEW WORK OCCURS LEAD PAINT SHALL BE REMOVED PER STATE REGULATIONS BY APPROVED AND CERTIFIED ENTITIES REFER TO LEAD AND ASBESTOS REPORT.

GENERAL DEMOLITION NOTES:8. SEE ENLARGED DEMOLITION PLANS AS DENOTED FOR SPECIFIC DEMOLITION SCOPE OF WORK AT INDICATED

AREAS. 9. NOT ALL DEMOLITION SHOWN ON DRAWINGS REPRESENTS THE FULL EXTENT OF REQUIRED DEMOLITION.

CONTRACTOR SHALL REVIEW ALL OTHER DISCIPLINES FOR FULL EXTENT OF DEMOLITION REQUIREMENTS FOR ITEMS PERTAINING TO EACH DISCIPLINE. ITEMS INCLUDED, BUT NOT LIMITED TO, ARE: PLUMBING FIXTURES, MECHANICAL EQUIPMENT, LIGHT FIXTURES, ETC.

10. WHERE DUCTWORK, PIPING, OR WIRING IS REMOVED, PATCH ALL HOLES IN WALLS, FLOOR AND CEILING WITH LIKE MATERIAL.

11. THE CONTRACTOR SHALL REMOVE ALL FIRE EXTINGUISHERS AND TURN OVER TO THE GOVERNMENT. DEMOLISH THE CABINET AND PREPARE OPENING FOR NEW CABINET.

12. POWER WASH ALL EXISTING CONCRETE HORIZONTAL AND VERTICAL SURFACES ON ENTIRE BUILDING INCLUDING STONE AGGREGATE FASCIA, SOFFIT, STAIR RISERS AND TREADS. PREPARE FOR SEALER OR DECORATIVE CONCRETE COATING WHERE INDICATED.

13. WASHERS AND DRYERS SHALL BE REMOVED BY GOVERNMENT. 14. REMOVE ENTIRE EXITING BUILT-UP ROOFING SYSTEM INCLUDING STONE BALLAST AND RIGID INSULATION TO

CONCRETE TOPPING SLAB. PROTECT BUILDING DURING ERECTION OF ROOF. 15. SEE AD103 FOR FURNITURE NOTES.16. REMOVE ALL EXISTING SIGNAGE AND HARDWARE COMPLETE.

1. ALL WORK SHOWN ON THESE DRAWINGS SHALL BE NEW UNLESS NOTED OTHERWISE AS EXISTING.2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE

ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA AND GENERAL EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

5. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

6. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.7. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.8. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION, SEPARATION, RECYCLE, REMOVAL AND LEGAL

DISPOSAL OF MATERIALS AND RUBBISH. 9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE

DRAWINGS, AT THE SITE. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

10. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

11. UNLESS NOTED OTHERWISE, ALL NEW GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.

12. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

13. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.14. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS

DETAILED OR REFERENCED BY UL OR OTHER REFERENCE.15. DIMENSIONS SHOWN ARE TO FINISH FACE OF WALL UNLESS SPECIFICALLY NOTED OTHERWISE. 16. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.17. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

18. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

19. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.20. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES

ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWINGS AND DETAILS.21. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS

INDICATED.22. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND THE DOOR

FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES. 23. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN

INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.24. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES, CONDUIT AND ALL

MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL AND ARCHITECTURAL ITEMS.25. PROVIDE ACCESS PANELS FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS SHALL BE

REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO PROCEEDING.26. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER

THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.27. CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES,

AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY. 28. CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES WITH

CONTRACTING OFFICER, PRIOR TO START OF SUCH WORK.29. INTERIOR PARTITION AND CEILING MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY GWB WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. (900 SQ. FT. MAX) IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.

B. HORIZONTAL CONTROL JOINTS FOR ANY GWB CEILINGS ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. (900 SQ. FT. MAX) IN THE VERTICAL DIRECTION, UNLESS NOTED OTHERWISE.

C. THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION AT THE HEAD OF THE WALL CONSTRUCTION RUNNING TO THE UNDERSIDE OF THE STRUCTURE SHALL BE PLUS OR MINUS 1/2".

GENERAL NEW WORK NOTES:

EARTH

STRUCTURAL FILL GRAVEL/STONE

CONCRETE/GROUT

CONCRETE MASONRY UNITS (CMU)

CMU IN SECTION

FACE BRICK IN SECTION

CMU RUNNING BOND ELEVATION

MODULAR BRICK ELEVATION

EXPOSED FINISHED WOOD TRIM IN SECTION

RIGID INSULATION IN SECTION

BATT INSULATION -THERMAL

SAND/E.I.F.S./PLASTER/STUCCO

MATERIAL INDICATIONS:

STEEL IN SECTION

PLYWOOD IN SECTION

ELEVATIONS OF GLAZING

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND NUMBER INDICATOR

1

SYMBOLS:

A1View NameSCALE: 1/8" = 1'-0"

A-101

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL/BUILDING SECTION INDICATOR


LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR


DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR


DRAWING SCALE INDICATOR164 8268

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

0

GRAPHIC SCALE

NORTH ARROW

A101

A1

A101

A1

A101

A1

A1A-101

PLAN NORTH

KEYNOTE INDICATORSDEMOLITION KEYNOTE

NEW WORK KEYNOTEA1

DA1

PLAN NORTH ARROW

TRUE NORTH ARROW

LEVEL NAME

LEVEL INDICATORLEVEL NAME

0'-0" ELEVATION HEIGHT

REGIS

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4696

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DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







NONE

P. HARRIS

M. SMITH

M. SMITH


GENERAL NOTES & LEGENDS

A-001

27 14624 JULY 2017

60019630

15153K

N40085-17-B-0022

05-17-0022

ARCHITECTURAL ABBREVIATIONS

W

W.C. WATER CLOSET

W.R.G.B. WATER-RESISTANT GYP.BOARD

W.S. WEATHERSTRIPPING

W.B. WHITE BOARD

W. WIDTH

WDW. WINDOW

W.R.O. WINDOW ROUGH OPENING

W.M.P. WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD. WOOD

Y

YD. YARD


O.W. OPEN WEB

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OFCI OWNER FURNISHEDCONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNERINSTALLED

P

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAS. PLASTER

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PDU POWER DISTRIBUTION UNIT

P.M.J.F. PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

Q

Q.T. QUARRY TILE

R

RAF RAISED ACCESS FLOOR

RECEP. RECEPTIONIST

REF. REFERENCE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

RB RUBBER BASE

S

SCHED. SCHEDULE

SECT. SECTION

S.G. SEMI-GLOSS PAINT

SSK SERVICE SINK

SHT. MET. SHEET METAL

SIM. SIMILAR

SCWD SOLID CORE WOOD

STC SOUND TRANSMISSION CLASS

SPEC. SPECIFICATION

SFRM SPRAYED FIRE-RESISTIVEMATERIAL

SQ. SQUARE

ST. STAIN

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T

T.B. TACKBOARD

TEL. TELEPHONE

TG TEMPERED GLASS

THK. THICK

T'HOLD THRESHOLD

TOIL. TOILET

TOC TOP OF CONRETE

TC TOP OF CURB

TOS TOP OF STEEL

TW TOP OF WALL

TU TOUCH UP

TYP. TYPICAL

U

UL UNDERWRITERSLABORATORIES

UNFIN. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

V

V.T.R. VENT THRU ROOF

VERT. VERTICAL

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE


F

F.O.G. FACE OF GIRT

FAC. FACTORY

FT. FEET

FV. FIELD VERIFY

FIN. FINISH

F.F. FINISHED FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FLR. FLOOR

F.D. FLOOR DRAIN

FLOUR. FLUORESCENT

FTG. FOOTING

FDN. FOUNDATION

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

G.L. GIRT LINE

GL. GLASS

G.P. GLOSS PAINT

GOVT. GOVERNMENT

G.F.G.I. GOVERNMENT FURNISHED /GOVERNMENT INSTALLED

GYP. GYPSUM

GYP. BD.(GWB)

GYPSUM BOARD

G.B.F. GYPSUM BOARD FURRING

H

HR. HANDRAIL

HDW. HARDWARE

H.V.A.C. HEATING VENTILATION & AIRCONDITIONING

HGT. HEIGHT OR HIGH

H.P. HIGH POINT

H.M. HOLLOW METAL

HKS HOOKS

HORIZ. HORIZONTAL

HB HOSE BIBB

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

J

JAN. JANITOR

J.C. JANITOR'S CLOSET

JT JOINT

JST. JOIST

K.P. KICK PLATE

L

LAM. LAMINATE

LDG LANDING

LAV. LAVATORY

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG LIGHTING

LONG. LONGITUDINAL

LVR. LOUVER

LP. LOW POINT

M

MGR. MANAGER

MANUF. MANUFACTURER

M.B. MARKER BOARD

MAS. MASONRY

M.O. MASONRY OPENING

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

M.W.P. METAL WALL PANEL

MIN. MINIMUM

MISC. MISCELLANEOUS

N

NFPA NATIONAL FIRE PROTECTIONASSOCIATION

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

OSHA OCCUPATIONAL SAFETY ANDHEALTH ACT

O.C. ON CENTER


A

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR/PANEL

A.F. ACCESS FLOORING

ACCESS. ACCESSORIES

ACOUST. ACOUSTICAL

ACT. ACTIVE

ADJ. ADJUST/ADJUSTABLE

A.C. AIR CONDITIONING

ALUM. ALUMINUM

ADAAG AMERICAN WITH DISABILTITESACCESSIBILITY GUIDELINES

A.B. ANCHOR BOLT

& AND

ANG. ANGLE

ANOD. ANODIZED

APP. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

A.W.I. ARCHITECTURAL WOODWORKINSTITUTE

@ AT

AVG. AVERAGE

B

BM. BEAM

BLKG. BLOCKING

BD. BOARD

BTM. BOTTOM

B.H.M.I. BUILDER'S HARDWAREMANUFACTURER'SASSOCIATION, INC.

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

C

CPT. CARPET

CLG. CEILING

CLG. HT. CEILING HEIGHT

CTR. CENTER

C. TO C. CENTER TO CENTER

CL. CENTERLINE

C.T. CERAMIC TILE

CH. CHANNEL

C.O. CLEANOUT

CLR. CLEAR

CLOS. CLOSET

COL. COLUMN

CO. COMPANY

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.F.C.I. CONTRACTOR FURNISHED /CONTRACTOR INSTALLED

C.J. CONTROL JOINT

CORR. CORRIDOR

C.Y. CUBIC YARD

D

DESC. DESCRIPTION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

E

EA. EACH

E.W.C. ELECTRIC WATER COOLER

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.R.D. EMERGENCY ROOF DRAIN

ENGR. ENGINEER

E.P. EPOXY PAINT

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXP. TOSTRUCT.

EXPOSED TO STRUCTURE

EXT. EXTERIOR

EIFS EXTERIOR INSULATIONFINISHING SYSTEM

WW

DD

W

DD

WW

DD

W

DD

WW

DD

W

DD

AD2011

AD2013

AD2012

AD2014

AD401

1AD403

1

DA1

DA1 DA1

DA1

DA1 DA1

TYP. ALL BEDROOM SUITES

DA30 DA30

DA30

EXISTING TO BE REMOVED. PATCH AND REPAIR

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

DA21 DA21 DA21 DA21

DA21 DA21 DA21 DA21AD401

2

DA1 DA1

DA1 DA1

DA1 DA1

AD401

3

DA21 DA21 DA21 DA21

DA21 DA21 DA21 DA21

DA1DA1

DA1

DA1

DA1

DA1

REGIS

TERED ARCH

ITECT

NOR

TH

C A R OL

INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION FLOORPLANS

AD101

28 14624 JULY 2017

60019631

15153K

N40085-17-B-0022

05-17-0022

SCALE: 3/32" = 1'-0"3DEMOLITION FIRST FLOOR PLAN

DEMOLITION KEYNOTES:NO. DESCRIPTION

DA1 DEMOLISH EXISTING DOOR AND FRAMECOMPLETE. PREPARE OPENING FOR NEWDOOR AND FRAME.

DA21 DEMOLISH EXISTING CONCRETE GUARDRAILSAT BALCONY COMPLETE. PREPARE FOR NEWMETAL GUARDRAIL.

DA30 DEMOLISH FLOOR FOR NEW MECHANICAL,ELECTRICAL AND PLUMBING WORK. SEEMECHANICAL, ELECTRICAL AND PLUMBINGDRAWINGS FOR DETAILS.

SCALE: 3/32" = 1'-0"2DEMOLITION SECOND FLOOR PLAN

SCALE: 3/32" = 1'-0"1DEMOLITION THIRD FLOOR PLAN

PLAN NORTH

0

SCALE: 3/32"=1'-0"

816 16

GRAPHIC SCALE

E E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

WW

DD

W

DD

E E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

EE

DA13

AD402

1

AD403

2

DA13

DA13DA13

TYP. ALL BEDROOM SUITES

DA13

DA13

AD402

2

DA13

DA13

AD402

3

DA13

DA13

DA13

DA13


EXISTING TO REMAIN


REGIS

TERED ARCH

ITECT

NOR

TH

C A R OL

INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION REFLECTEDCEILING PLANS

AD102

29 14624 JULY 2017

60019632

15153K

N40085-17-B-0022

05-17-0022

SCALE: 3/32" = 1'-0"3DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

SCALE: 3/32" = 1'-0"2DEMOLITION SECOND FLOOR REFLECTED CEILING PLAN

SCALE: 3/32" = 1'-0"1DEMOLITION THIRD FLOOR REFLECTED CEILING PLAN


DA13 DEMOLISH EXISTING LIGHTING FIXTURE, SEEELECTRICAL.

PLAN NORTH

0

SCALE: 3/32"=1'-0"

816 16

GRAPHIC SCALE

DA28DA28 DA28 DA28DA28 DA28DA28 DA28

DA28DA28

DA28DA28

DA12TYP.

INVENTORY OF ITEMS FOUND IN EACH SLEEPING ROOM:A TYPICAL SLEEPING ROOM IN THIS BUILDING INCLUDES BUT IS NOT LIMITED TO: 1. METAL WARDROBES:2. METAL SECRETARIES:3. METAL RACKS:4. MATTRESSES:5. DESKS:6. DESK CHAIRS:7. NIGHT TABLES:8. LAMPS:9. REFRIGERATORS:10. MICROWAVE:11. MIRRORS:12. RUGS:13. DRAPERIES:14. COMFORTERS:

FURNITURE GENERAL NOTE:1. THE CONTRACTOR SHALL MOVE ALL DESK CHAIRS, LAMPS,

REFRIGERATORS AND MICROWAVES TO BUILDING 1212 AND/OR BUILDING 1301 AT (910) 451-5762.

2. THE CONTRACTOR SHALL STORE FURNITURE ITEMS AS SHOWN IN STORED FURNITURE REQUIREMENTS.

3. THE CONTRACTOR SHALL DISPOSE OF ALL OF THE OTHER ITEMS INCLUDING BUT NOT LIMITED TO MATTRESSES, WARDROBES, MIRRORS, AREA RUGS, DRAPERIES, AND COMFORTERS AT A PERMITTED OFF-SITE SOLID WASTE LANDFILL.

STORED FURNITURE REQUIREMENTS:1. THE CONTRACTOR SHALL STORE THE FOLLOWING SLEEPING ROOM

FURNITURE ITEMS: METAL SECRETARIES, METAL RACKS, DESKS, AND NIGHT TABLES.

2. THE CONTRACTOR SHALL PHOTOGRAPH, TAG, RECORD THE LOCATION OF, REMOVE FROM THE BUILDING, AND STORE EACH PIECE OF FURNITURE LISTED ABOVE.

3. THE CONTRACTOR SHALL PROVIDE AN ELECTRONIC COPY OF THE FURNITURE CONDITION PICTURES AND FURNITURE LOCATIONS TO THE GOVERNMENT ON CD.

4. THE CONTRACTOR SHALL PROTECT EACH ITEM REMOVED FROM DAMAGE. 5. THE CONTRACTOR SHALL STORE THE FURNITURE IN A HUMIDITY

CONTROLLED ENVIRONMENT, FOR EXAMPLE: OFF-SITE STORAGE AND/OR ON-SITE CONEX BOXES WITH BUILT-IN DEHUMIDIFICATION AND/OR DESSICCANT SYSTEMS OR OTHER SUITABLE METHOD THAT MEETS THESE OBJECTIVES. ALL ASSOCIATED COSTS FOR ANY OF THE SYSTEM(S) SELECTED BY THE CONTRACTOR SHALL BE INCLUDED IN THE BID PACKAGE, INCLUDING BUT NOT LIMITED TO: RENTAL, PURCHASE, TRANSPORTATION TO AND FROM, INSTALLATION, MAINTENANCE, REPAIRS, DISPOSAL OF ITEMS, ETC.

6. MAINTAIN RELATIVE HUMIDITY AND VENTILATION LEVELS THROUGHOUT THE LIFE OF THE STORAGED ITEMS IN SUCH A MANNER TO PREVENT THE DEGRADATION OF THE STORED FURNITURE, INCLUDING BUT NOT LIMITED TO: AFFECTING ITS WOOD COMPONENTS, RUST OF ITS METAL COMPONENTS, MOLD GROWTH, ETC. ANY DEGRADED FURNITURE ITEM SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

7. CONEX CONTAINERS CAN BE RENTED OR PURCHASED, SHALL BE WATER TIGHT AND IN GOOD CONDITION TO ALLOW THE DEHUMIDIFICATION OR DESSICCANT SYSTEMS TO OPERATE OPTIMALLY.

8. THE CONTRACTOR SHALL PROVIDE POWER TO OPERATE EQUIPMENT AS NECESSARY. ALL ELECTRICAL CONNECTIONS SHALL COMPLY WITH ALL APPLICABLE CODES AND BASE STANDARDS.

9. THE CONTRACTOR SHALL SUBMIT FOR THE GOVERNMENT RECORDS ONLY THE PROPOSED EQUIPMENT ALONG WITH CALCULATIONS DEMONSTRATING COMPLIANCE WITH REQUIREMENTS. INCLUDE EQUIPMENT SIZING & PERFORMANCE, AND DISSECANT CHANGE FREQUENCY. THIS SUBMISSION SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE STATED REQUIREMENTS.

10. THE CONTRACTOR SHALL REMOVE FROM THE MARINE CORE BASE AT THE CONCLUSION OF THE PROJECT ALL ITEMS USED FOR THE STORAGE OF FURNITURE, FOR INSTANCE: THE CONEX BOX CONTAINERS, ELECTRICAL ITEMS, POLES, GUY WIRES, ETC.

11. THE CONTRACTOR SHALL RETURN AREAS USED TO STORE FURNITURE TO ITS ORIGINAL CONDITION, FOR INSTANCE: GRASS, PAVING, STONE BASE, ETC. THE CONTRACTOR SHALL TAKE PICTURES OF THE EXISTING CONDITIONS BEFORE COMMENCEMENT OF THE WORK. THESE DOCUMENTS SHALL BE SENT TO THE COR AND KEPT ON SITE FILE TO BE USED AS NECESSARY THROUGHOUT THE LIFE OF THE PROJECT AND DURING THE FINAL INSPECTION.

6. FURNITURE - BASE BID: THE CONTRACTOR SHALL STORE ALL THE SLEEPING ROOM METAL SECRETARIES, METAL RACKS, METAL DESKS, AND NIGHT TABLES. SEE SPECIAL REQUIREMENTS FOR STORED FURNITURE. THE CONTRACTOR SHALL PLACE THESE ITEMS BACK IN EACH BUILDING SLEEPING ROOM OR AS DIRECTED BY ROICC PRIOR TO PROJECT COMPLETION.

7. FURNITURE - DEDUCT LINE ITEM: THE CONTRACTOR SHALL MOVE ALL THE SLEEPING ROOM METAL SECRETARIES, METAL RACKS, METAL DESKS, AND NIGHT TABLES TO THE TREATMENT & PROCESSING (T&P) LOT ON PINEY GREEN ROAD.

FURNITURE NOTES:

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INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION ROOF PLAN

AD103

30 14624 JULY 2017

60019633

15153K

N40085-17-B-0022

05-17-0022

PLAN NORTH

0

SCALE: 3/32"=1'-0"

816 16

GRAPHIC SCALE

SCALE: 3/32" = 1'-0"1DEMOLITION ROOF PLAN


DA12 DEMOLISH EXISTING ROOF GUTTER ANDLEADERS AND CAP AT INTERIOR FACE OFPARAPET WALL. PATCH ALL OPENINGS IN WALLAND PREPARE FOR NEW GUTTERS ANDDOWNSPOUTS.

DA18 DEMOLISH EXISTING ROOFING DOWN TOCONCRETE DECK. DEMOLISH ALL ROOFMEMBRANE, INSULATION, PITCH POCKETS,FLASHINGS, ETC. COMPLETE.

DA28 ALL EXISTING ROOF EXHAUST FANS ANDHOODS TO BE REMOVED, SEE MECHANICAL.ALL PENETRATIONS ARE TO BE FILLED ANDPATCHED TO MATCH EXISTINGCONDITIONS.(UNLESS INDICATED TO REMAINFOR REUSE BY MECHANICAL)

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

DA1

DA1

DA1

DA21

DA21

DA21

DA21

DA21

DA21

DA21

DA21

DA1DA1 DA24DA24DA24

DA1DA1 DA1DA1DA1DA2

TYP. TYP.

DA19

DA29DA29DA29DA29DA29DA29

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"DA21

DA21

DA21

DA21

DA19DA1DA1DA1

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

DA1DA1

DA1

DA21

DA21

DA21

DA21

DA21

DA21

DA21

DA21

DA1DA2

DA1DA1

DA1

DA2

DA7

TYP. TYP.

DA1DA1DA1

DA19

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"DA21

DA21

DA21

DA21

DA19DA1DA1DA1


EXISTING TO REMAIN


REGIS

TERED ARCH

ITECT

NOR

TH

C A R OL

INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION ELEVATIONS

AD201

31 14624 JULY 2017

60019634

15153K

N40085-17-B-0022

05-17-0022

SCALE: 3/32" = 1'-0"

AD101

1NORTH ELEVATION

SCALE: 3/32" = 1'-0"

AD101

3EAST ELEVATION

SCALE: 3/32" = 1'-0"

AD101

2SOUTH ELEVATION

SCALE: 3/32" = 1'-0"

AD101

4WEST ELEVATION


DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPAREOPENING FOR NEW DOOR AND FRAME.

DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FORNEW WINDOW AND FRAME.

DA7 DEMOLISH EXISTING EXTERIOR WALL FOR MECHANICAL LOUVER.COORDINATE WITH MECHANICAL. SEE SHEET A-401 FOR DETAILS.

DA19 DEMOLISH AND REMOVE ALL COPING AROUND PARAPET EDGE.

DA21 DEMOLISH EXISTING CONCRETE GUARDRAILS AT BALCONYCOMPLETE. PREPARE FOR NEW METAL GUARDRAIL.

DA24 DEMOLISH PORTION OF EXISTING WALL; CLEAN AND PREP FOR NEWDOOR.

DA29 DEMOLISH EXISTING EXHAUST LOUVER COMPLETE.

0

SCALE: 3/32"=1'-0"

816 16

GRAPHIC SCALE

DD

WW

DD

W

DD

WW

DD

W

DD

DD

WW

DD

W

DD

DA1

DA1

DA1

DA1

DA1

DA9

DA3DA3

DA9

DA3

DA9

DA9DA3

DA3DA3

DA9

DA3DA3

DA9DA3DA3

DA9

DA3

DA1

DA1

DA1

DA1

DA25

DA3

1'-10" 3'-4" 2"

5'-4"

DA24

8'-3 1

/4"

35'-6"

17'-4"

5'-4" 6'-8" 5'-4"

10"

8'-8 3/8"

9'-4 3

/8"

7'-8 3

/8"

5'-4"

4'-8 3

/4"

14'-8"

9'-4"

DA1

DA1

DA15

ABOVE

4'-8 3/4" 9'-4"

8'-8 3/8"

4'-4"

8'-2 3/8"

DA20

DA23DA23DA23

DA29DA29

DA23

DA25

DA1

DA1

DA1

DA1

DA1DA1

DA1

DA1

DA1

5'-4" 6'-8" 5'-4"

DA3DA3

DA3

DA3DA3

DA3DA3

DA3DA3

DA9

DA9

DA9

DA9

DA9

DA9

DA9

DA3

DA3

DA1

7'-0" 3'-4" 7'-0"

17'-4"

7'-0"

5'-4"

2'-0"

20'-4"

10"

35'-6"

8'-3 1

/4"

1'-10" 3'-4" 2"

5'-4"

DA1

7'-4 3/8" 1'-6"

9'-4"

4'-4"

4'-8 3

/4"

5'-4"

8'-8 3/8"

4'-8" 9'-0"

8'-8 3/8"

9'-4"

7'-8"

14'-8"

DA23

DA24

31'-2"

DA7

DA23DA23DA23

4'-0" 4'-1" 6'-9 1/4"

DA22

2'-8"

DA3

DA2

DA15

DA29DA29

DA23

DA1

DA25

DA1

DA1

DA1

DA1

DA1

DA1

DA1

DA1

DA9

DA9

DA3

1'-10" 3'-4" 2"

5'-4"

DA3DA3

DA9

DA1

DA9

DA3

DA9 DA3

DA9

DA3DA3

DA3DA3

DA3DA3

DA9

8'-3 1

/4"

35'-6"

5'-4" 6'-8" 5'-4"

10"

17'-4"

8'-8 3/8"

9'-4 3

/8"

7'-8 3

/8"

5'-4"

4'-8 3

/4"

14'-8"

9'-4"

7'-4" 1'-6"

4'-4"

8'-8 3/8"

4'-8 3/4" 9'-4"

34'-6"

DA23DA23DA23

2'-8"

DA23DA3

DA1

DA15

DA24 DA29DA29

DA23

REGIS

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ITECT

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INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION ENLARGEDCORE FLOOR PLAN

AD401

32 14624 JULY 2017

60019635

15153K

N40085-17-B-0022

05-17-0022

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

AD101

3ENLARGED DEMOLITION THIRD FLOOR PLAN


DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPARE OPENING FORNEW DOOR AND FRAME.

DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FOR NEWWINDOW AND FRAME.

DA3 DEMOLISH EXISTING FLOOR FINISH COMPLETE. CLEAN & PREPARE EXISTINGCONCRETE SLAB FOR NEW FINISHES.

DA7 DEMOLISH EXISTING EXTERIOR WALL FOR MECHANICAL LOUVER. COORDINATEWITH MECHANICAL. SEE SHEET A-401 FOR DETAILS.

DA9 CLEAN AND PREPARE EXISTING CONCRETE MASONRY WALLS FOR NEW PAINT.PATCH ALL DEFECTIVE AREAS PRIOR TO APPLICATION. SEE FINISH SCHEDULE.

DA15 DEMOLISH EXISTING PLUMBING FIXTURES AND TOILET ACCESSORIES, SEEPLUMBING.

DA20 DEMOLISH AND REMOVE EXISTING ROOF HATCH, PREPARE OPENING FOR NEWROOF HATCH.

DA22 DEMOLISH FLOOR AS INDICATED FOR NEW SLOPED FLOOR AND FLOOR DRAIN.SEE STRUCTURAL.

DA23 DEMOLISH EXISTING CONRETE MASONRY WALL.

DA24 DEMOLISH PORTION OF EXISTING WALL; CLEAN AND PREP FOR NEW DOOR.

DA25 DEMOLISH EXISTING DOOR AND FRAME COMPLETE.

DA29 DEMOLISH EXISTING EXHAUST LOUVER COMPLETE.

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

AD101

1ENLARGED DEMOLITION FIRST FLOOR PLAN

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

AD101

2ENLARGED DEMOLIMTION SECOND FLOOR PLAN

PLAN NORTH

04 8268 02 4 8134

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

GRAPHIC SCALE

E

WW

DD

W

DD

E

WW

DD

W

DD

E

DA10DA10

DA13

DA13

DA13

DA13

DA13

DA13

DA13

DA13DA13

DA13

DA11

DA11

DA13

DA10DA10

DA10DA10

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.7'-6"

DA13

TYP.

DA13

DA23

DA11

DA11

DA13

DA17

DA17

A.F.F.7'-6"

DA13

DA13

DA13

DA13

DA13

DA13

DA13

DA11

DA11

DA11

DA11

DA11

DA11DA11

DA10DA10

A.F.F.8'-0"

DA13DA13

DA13

TYP.

DA13

DA13DA13

DA13DA13

DA23

DA13 DA13

DA13

DA13

DA13

DA13

DA13

DA11

DA11

DA11DA11

DA11

DA11

DA11

DA11

DA10DA10

A.F.F.8'-0"

DA13

TYP.

DA13DA13

DA13DA13

DA13

DA23

DA20

REGIS

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ITECT

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INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION ENLARGEDCORE REFLECTED CEILING PLANS

AD402

33 14624 JULY 2017

60019636

15153K

N40085-17-B-0022

05-17-0022

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

AD102

1

ENLARGED DEMOLITION FIRST FLOOR COREREFLECTED CEILING PLAN

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

AD102

2

ENLARGED DEMOLITION SECOND FLOORCORE REFLECTED CEILING PLAN

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

AD102

3

ENLARGED DEMOLITION THIRD FLOOR COREREFLECTED CEILING PLAN

PLAN NORTH

04 8268 02 4 8134

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

GRAPHIC SCALE


DA10 DEMOLISH EXISTING CEILING AND SUSPENSION SYSTEM.

DA11 DEMOLISH ALL EXISTING CEILING FINISHES. REMOVE TEXTURED CEIING FINISHDOWN TO CONCRETE SUBSTRATE. PATCH ALL DEFECTIVE AREAS PRIOR TOAPPLICATION. SEE FINISH SCHEDULE.

DA13 DEMOLISH EXISTING LIGHTING FIXTURE, SEE ELECTRICAL.

DA17 DEMOLISH EXISTING GYPSUM CEILING AND FRAMING. PREPARE FOR NEWGYPSUM CEILING.

DA20 DEMOLISH AND REMOVE EXISTING ROOF HATCH, PREPARE OPENING FOR NEWROOF HATCH.

DA23 DEMOLISH EXISTING CONRETE MASONRY WALL.

E

E

AD4033

DA1

DA15

DA8

DA8

DA8

DA3

DA9

DA3

DA9

DA1

DA26 DA26

DA1DA2

DA8

DA8

DA8

DA1 DA2

DA1 DA2DA1DA2

DA8

DA8

DA8DA8

DA8

DA8

DA15

DA26DA26

DA1 DA1

DA3

DA9

DA3

DA9

DA3

DA9

DA3

DA9

DA3

DA9

DA3

DA9

DA16 DA16

DA16DA16

DA6DA6DA6DA6

DA5

DA5

DA13 DA13

DA17 DA17

DA13DA13

DA13

DA11 DA11

DA11 DA11

DA13 DA13

DA13

DA13

DA13

DA17 DA17

DA13

DA13

DA13

DA10

DA10

DA10

DA10

DA10

DA10

DA27

DA27

DA27

DA27

DA11 DA11

DA11 DA11

8'-8"

8'-8"

DA1

DA2

REGIS

TERED ARCH

ITECT

NOR

TH

C A R OL

INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION ENLARGEDSLEEPING ROOM PLAN, RCP & ELEVATIONS

AD403

34 14624 JULY 2017

60019637

15153K

N40085-17-B-0022

05-17-0022

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

AD101

1

ENLARGED DEMOLINTION SLEEPING RMFLOOR PLAN

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

AD102

2

ENLARGED DEMOLITION SLEEPING ROOMREFLECTED CEILING PLAN

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

AD403

3DEMOLITION SLEEPING ROOM EXTERIOR ELEVATION

PLAN NORTH

0

SCALE: 3/32"=1'-0"

816 16

GRAPHIC SCALE


DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPARE OPENING FORNEW DOOR AND FRAME.

DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FOR NEWWINDOW AND FRAME.

DA3 DEMOLISH EXISTING FLOOR FINISH COMPLETE. CLEAN & PREPARE EXISTINGCONCRETE SLAB FOR NEW FINISHES.

DA5 DEMOLISH EXISTING THINSET CERAMIC TILE FLOOR TILE, CERAMIC WALL BASEAND THRESHOLDS. CLEAN AND PREPARE EXISTING CONCRETE SLAB FOR NEWPORCELAIN TILE INSTALLATION.

DA6 DEMOLISH EXISTING FLOOR DRAIN, SHOWER PAN, AND WATERPROOFINGMEMBRANE COMPLETE. PREPARE FLOOR FOR NEW SHOWER PAN AND FLOORDRAIN COVER.

DA8 REMOVE EXISTING METAL LOCKERS.

DA9 CLEAN AND PREPARE EXISTING CONCRETE MASONRY WALLS FOR NEW PAINT.PATCH ALL DEFECTIVE AREAS PRIOR TO APPLICATION. SEE FINISH SCHEDULE.

DA10 DEMOLISH EXISTING CEILING AND SUSPENSION SYSTEM.

DA11 DEMOLISH ALL EXISTING CEILING FINISHES. REMOVE TEXTURED CEIING FINISHDOWN TO CONCRETE SUBSTRATE. PATCH ALL DEFECTIVE AREAS PRIOR TOAPPLICATION. SEE FINISH SCHEDULE.

DA13 DEMOLISH EXISTING LIGHTING FIXTURE, SEE ELECTRICAL.

DA15 DEMOLISH EXISTING PLUMBING FIXTURES AND TOILET ACCESSORIES, SEEPLUMBING.

DA16 DEMOLISH EXISTING VANITY CABINET, INCLUDING, BUT NOT LIMITED TO:PORCELAIN SINK, PLUMBING TRIM, PLASTIC LAMINATE COUNTERTOP, AND WALLMOUNTED MIRROR ABOVE.

DA17 DEMOLISH EXISTING GYPSUM CEILING AND FRAMING. PREPARE FOR NEWGYPSUM CEILING.

DA26 REMOVE SHOWER WALL TILE, FLOOR TILE, SHOWER DRAIN AND SHOWERFLOOR SETTING BED COMPLETE.

DA27 REMOVE TEXTURED CEILING FINISH DOWN TO THE CONCRETE SUBSTRATEABOVE EXISTING SOFFITS WHERE PRESENT.

PATCH AND REPAIR AREAS OF SPALLED CONCRETE (TYPICAL CONDITION SHOWN) : CONTRACTOR SHALL CHIP AWAY ALL LOOSE CONCRETE UNTIL EXPOSING A SOUNDS SUBSTRATE IN THE SPALL AREA.

CONTRACTOR SHALL POWER WIRE BRUSH EXPOSED REBAR, REMOVING ALL RUST.

PATCH AREA WITH EPOXY CONCRETE PATCHING COMPOUND, APPLY A FINISH TO MATCH EXISTING ADJACENT AREAS IN PLANE AND TEXTURE.

SEE SPECIFICATION 03 01 30.71 CONCRETE REHABILITATION

TYPICAL 50 LOCATIONS

± 1/2"

± 1

1/4

"

REMOVE EXISTING SEALANT AND BACKER ROD. PREPARE SURFACES FOR NEW SEALANT AND BACKER ROD. TYPICAL ENTIRE BUILDING PERIMETER AT SECOND AND THIRD DECK BALCONY WALKWAYS

REMOVE COPING, TO INCLUDE, CONTINUOUS CLEAT, ALUMINUM CAP FLASHING, 2X4 WOOD NAILER AND ANCHORAGE, BRASS FASTENERS

PATCH AND REPAIR AREAS OF SPALLED OR CRACKED CONCRETE (TYPICAL CONDITION SHOWN): CONTRACTOR SHALL CHIP AWAY ALL LOOSE CONCRETE UNTIL EXPOSING A SOUND SUBSTRATE IN THE SPALL AREA.

NOTE:

CONTRACTOR SHALL POWER WIRE BRUSH EXPOSED REBAR, REMOVING ALL RUST.

PATCH AREA WITH EPOXY CONCRETE PATCHING COMPOUND, APPLY A FINISH TO MATCH EXISTING ADJACENT AREAS IN PLANE AND TEXTURE. SEE SPECIFICATION 03 01 30.71 CONCRETE REHABILITATION

TYPICAL 10 LOCATIONS

EXISTING 8" CMU WALL

EXISTING PRECAST HOLLOW CORE SLAB

EXISTING LADDER TO REMAIN

REMOVE EXISTING ATTIC ACCESS HATCH COMPLETELY, DOWN TO EXISTING CONCRETE ROOF DECK

1/2" / 12"

MID-WALL MASONRY CRACKING

REMOVE BROKEN BRICK. REPLACE WITH FULL SIZE UNITS TO MATCH EXISTING COURSING PATTERN.

EXPANSION JOINT

MASONRY CRACKING

REMOVE BRICK MASONRY WHERE CRACKING OCCURS AT EXPANSION JOINT BEAM AND REPLACE WITH NEW BRICK MASNONRY AND MORTAR TO MATCH EXISTING BRICK MASONRY AND MORTAR.

± 1

1/4

"

REMOVE EXISTING SEALANT AND BACKER ROB. PREPARE SURFACES FOR NEW SEALANT AND BACKER RODTYPICAL ALL JOINTS IN PRECAST CONCRETE BALCONY WALKWAYS

REMOVE SEALANT

REMOVE BACKER ROD

REGIS

TERED ARCH

ITECT

NOR

TH

C A R OL

INA

4696

WOBANNI

W CN,

MAR

K J. SMITH




DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.


SATISFACTORY TO:

DATE

DATE






E1 80091


CONSTR. CONTR. NO.:

ISSUE DATE:







AS NOTED

P. HARRIS

M. SMITH

M. SMITH


ARCHITECTURAL DEMOLITION DETAILS

AD501

35 14624 JULY 2017

60019638

15153K

N40085-17-B-0022

05-17-0022

SCALE: 1 1/2" = 1'-0"2TYPICAL SPALLING CONCRETE REPAIR

1/2 1 21

SCALE: 1"=1'-0"

0

GRAPHIC SCALES

SCALE: 6" = 1'-0"5TYPICAL CONTROL JOINT DEMOLITION

SCALE: 1" = 1'-0"1ROOF PARAPET CONDITION

SCALE: 1" = 1'-0"4ATTIC ACCESS HATCH

SCALE: 1 1/2" = 1'-0"3TYPICAL BRICK MASONRY REPAIR

SCALE: 3" = 1'-0"6TYPICAL CONTROL JOINT DEMOLITION

0

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

11

6"6"

SCALE: 3"=1'-0"

04 2

3"3"

SCALE: 6"=1'-0"

02 1

SCALE: 1 1/2" = 1'-0"7TYPICAL EXPANSION JOINT DEMOLITION

24 july 2017 - civil works contracting - civil works ... · new galv. wt6x20 w/ length equal to...

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