26B1516001 RENOVATE BUILDINGS 536Q+534Q DRAWINGS PART 2.pdf

PDF 4 MB Posted May 1, 2026

Attached to: 511/26126. AGY; Camp Grayling - Renovate Buildings 536Q/534Q
Solicitation number: RFQ 171 260000000277 1
Issued by: Crawford County, Michigan

About this file

Written by GovTribe AI · May 4, 2026

Contract Summary

This is a comprehensive set of architectural and engineering drawings for the renovation of Buildings 536Q and 534Q at Camp Grayling Joint Maneuver Training Center in Grayling, Michigan, prepared by the Department of Military and Veterans Affairs, State of Michigan. The project involves the complete renovation of two barracks/latrine buildings originally constructed in 1962 and 1977, requiring extensive demolition, structural repairs, mechanical and plumbing system installation, fire suppression systems, and interior/exterior finishes. The scope includes removal of existing concrete floors, masonry modifications, installation of new dry fire suppression systems throughout both buildings and attic spaces, complete plumbing renovation with new fixtures and piping, HVAC modifications, electrical work, roofing repairs, new exterior masonry veneer installation, interior wall framing with gypsum board finishes, new door and window installation, quarry tile flooring in latrine areas, and miscellaneous site work. The drawings specify that all work must follow the 2021 Michigan Building Code and associated standards, with particular emphasis on coordination between multiple trades and adherence to detailed specifications for materials, installation methods, and accessibility requirements.

The project design incorporates structural enhancements including new concrete footings and foundations, damproofing membranes, foundation wall insulation, new masonry veneer anchors, and provisions for step footings of unknown locations assumed to exist. Special design considerations include the misalignment of block coursing between the 1962 and 1977 construction sections, requiring careful coordination during new masonry installation. The contractor bears responsibility for determining exact existing conditions, including the location of underground utilities and abandoned piping, with the understanding that existing record documents may not precisely reflect field conditions. The project includes provisions for both buildings to receive identical interior layouts unless otherwise noted, with site-specific variations for utilities, grading, and landscaping detailed separately. The contractor is responsible for obtaining all necessary permits, coordinating with Camp Grayling Department of Public Works and other personnel regarding salvage of existing equipment, managing utility shutoffs and relocations through approved providers, and ensuring all work meets code compliance and fire suppression system requirements established by the Michigan Bureau of Construction Codes.

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Other files

File	Type	Posted
SOM Camp Grayling Building 534QACM LCP Survey Report.pdf	PDF	May 1, 2026
BABAA Compliance Renovate Buildings 536Q_534Q .pdf	PDF	May 1, 2026
SOM Camp Grayling Building 536Q ACM LCP Survey Report.pdf	PDF	May 1, 2026
26B1516001 RENOVATE BUILDINGS 536Q+534Q CG SPECS PART 3.pdf	PDF	May 1, 2026
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	May 1, 2026
26B1516001 RENOVATE BUILDINGS 536Q+534Q CG SPECS PART 1.pdf	PDF	May 1, 2026
Wages Crawford County Building.pdf	PDF	May 1, 2026
26B1516001 RENOVATE BUILDINGS 536Q+534Q DRAWINGS PART 4.pdf	PDF	May 1, 2026
511_26126_AGY DTMB0415 Advertisement.pdf	PDF	May 1, 2026
26B1516001 RENOVATE BUILDINGS 536Q+534Q DRAWINGS PART 3.pdf	PDF	May 1, 2026
26B1516001 RENOVATE BUILDINGS 536Q+534Q CG SPECS PART 2.pdf	PDF	May 1, 2026
26B1516001 RENOVATE BUILDINGS 536Q+534Q DRAWINGS PART 1.pdf	PDF	May 1, 2026

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ELEV 100'-0"

8" 2'

-0

8' -0

24'-8"

'-8

38'-0"

183'-4"

'-8

ELEV 100'-0"

4'-2"

2' -6

-6

7'-2"

SEE CIVIL DRAWINGS

FOR CONDENSING

UNIT CONCRETE PADS

SEE CIVIL DRAWINGS

FOR CONDENSING

UNIT CONCRETE PADS

1' -4

1'-0"

14.5" embedment

20"

EQ.EQ.

1' -2

1'-0"

12" embedment

2'-0"

8' -6

FOUNDATION PLAN

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

FOOTING/FOUNDATION GENERAL NOTES:

1. THE ORIGINAL BLUE PRINTS STATE THAT THE BUILDING WAS TO HAVE STEP FOOTINGS. IT IS UNKNOWN

WHERE EXACTLY THE STEP FOOTINGS ARE LOCATED OR HOW MANY THERE ARE. THE CONTRACTOR SHALL ASSUME THERE ARE STEP FOOTINGS AND SHALL INCORPORATE THESE IN HIS WORK WHEN BUILDING THE

CAVITY WALL FOOTINGS AND FOUNDATIONS.

2. TYPICAL AT ALL EXISTING MASONRY BLOCK WALL/CONCRETE FLOOR ABUTMENTS, THE CONTRACTOR SHALL CLEAN THE EXISTING JOINTS AT THE FLOOR/WALL LINE AND INSTALL BACKER ROD AND ELASTOMERIC SEALANT FULL LENGTH OF THESE JOINTS; TYPICAL THROUGHOUT THE ENTIRE BUILDING. THIS IS TO INCLUDE ALL EXISTING CONCRETE FLOOR EXPANSION AND CONTROL JOINTS NOT LOCATED AT WALL ABUTMENTS.

3. THE 1977 BUILDING ADDITION CMU COARSING DOES NOT ALIGN WITH THE ORIGINAL 1962 BATH LATRINE CMU - THE TOP OF THE CMU WALL IS APPROX 2" TO 4" DIFFERING HEIGHT WITH THE 1962 WALLS HAVING A

HALF BLOCK AT THE TOP TO MAKE UP THE DIFFERENCE.

4. REFER TO CIVIL DRAWINGS FOR EXTERIOR CONCRETE AT ENTRANCES. INSTALL EMBEDDED REBAR

CONNECTING SITE CONCRETE TO FOUNDATIONS PER STRUCTURAL DETAILS.

S-1

TYP

S-1

TYP

S-1

TYPICAL @ DOORS

FIRST FLOOR ONLY

PORTION OF EXISTING 8" MASONRY WALL AND

20" X 10" (1962) FOOTING TO REMAIN - CARE

SHALL BE TAKEN DURING THE EXISTING

CONCRETE FLOOR REMOVAL NOT TO

DISRUPT THE CMU WALL BEARING THE LOAD

OF THE STRUCTURAL I-BEAM

100'-0"

NEW CONCRETE

FOOTING W/ 1#4

REBAR CONTINUOUS

#4 REBAR W/STANDARD HOOK

DRILLED IN & INSTALLED W/

SIMPSON SET X-P @ 24" O.C.

CONTINUOUS KEYWAY

EXISTING MASONRY BLOCK

FOUNDATION WALL

EXISTING MASONRY

BLOCK WALL (1977)

NEW MASONRY BLOCK VENEER

WALL; SEE WALL DETAILS

SHOWING CONTINUOUS

FLASHINGS AND WEEPSFLR 100.00

GRADE

FLR 100.00FLR 100.00

EXISTING

CONCRETE

FOOTING

(1977)

MECH ROOM LATRINE

EXISTING/NEW

4"CONCRETE

FLOOR

NEW MASONRY BLOCK

VENEER WALL; SEE WALL

DETAILS; COURSING SHALL

MATCH 1977 AND NEW

VENEER COURSING

NEW CONCRETE

FOOTING W/ (2)#4

REBAR CONTINUOUS

1/2" EXPANSION JOINT

MATERIAL; SEE DETAIL NEW/EXISTING 4"

CONCRETE FLOOR-

SEE PLANNEW/EXISTING 4"

CONCRETE FLOOR

-SEE PLAN

FOOTING DETAIL

SCALE 1" = 1'-0"S-1

FOOTING DETAIL

SCALE 1" = 1'-0"S-1

S-1

FOOTING DETAIL

SCALE 1" = 1'-0"S-1

S-1

DO NOT DISTURB EXISTING

CONCRETE FOOTING OR SOIL

UNDER FOOTING

COMPACTED

SAND BASE

INSTALL DAMPROOFING

MEMBRANE, FULL HEIGHT OF

FOUNDATION WALL, INCLUDING

EXPOSED FOOTING SURFACES

#4@12" O.C. HORZ AND

24" O.C. VERT.

#4 @24" OC E.W.

INSTALL WITH HILTI HIT HY70 W/ 2"

EMBEDMENT AND SCREEN TUBE (TYP)

SEE DRAWING SHEET C-4 FOR

PERIMETER FOUNDATION

INSULATION AND LANDSCAPING

SAWCUT AND REMOVE CONCRETE SLABS WHERE REQUIRED AND COORDINATE FULL EXTENT WITH ALL DISCIPLINES. WHERE EXISTING CONCRETE FLOORS ARE REMOVED, INSTALL COMPACTED SAND BASE AND NEW 4" CONCRETE FLOOR WITH 6 X 6 - W1.4/W1.4 WWF AND #5 DOWELS X 18" LONG @ 24" O.C. @ MIDSPAN, EPOXY INTO PLACE (SEE DETAILS SHEET A1.3), IN LATRINE AREAS, SLOPE CONCRETE TO NEW

FLOOR DRAINS AND PREP TO RECEIVE NEW QUARRY TILE FLOOR

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EXISTING 4"

CONCRETE FLOOR

WITH 6 X 6 - 10/10 WWF

FOLLOW SIDEWALK/ENTRANCE

SLAB DETAILS, SHEET C-2

FOLLOW FOUNDATION

INSULATION DETAILS,

SHEET C-2

FOLLOW FOOTING

DETAIL 2/S-1

SEE ARCHITECTURAL

DRAWINGS FOR

DOOR DETAILS

1/2" JOINT W/1/2" X 3/8"

JOINT SEALANT, BACKER

ROD AS NEEDED

REMOVE EXISTING

BLOCK IN DOOR

OPENING (THRESHOLD)

INSTALL CONCRETE TO

FILL AREA FLUSH/LEVEL

WITH EXTG FLOOR

1/2" JOINT W/1/2" X 3/8" JOINT

SEALANT, BACKER

ROD AS NEEDED

TOP OF CONCRETE FOUNDATION

SHALL BE AT THE SAME ELEVATION

AS THE FINISHED FLOOR ELEV THRU

DOOR OPENING

INSTALL #4 CONT.

#4 @ 8" OC

DETAIL

(@ 1977 DOOR COURSING -

EXISTING DOORS)

SCALE 1" = 1'-0"

WIREBOND (OR EQUAL) TRUSS-TYPE

HORIZONTAL JOINT REINFORCING

HOT-DIPPED GALVANIZED WITH 9 GA

WIRES AND CROSS RODS @ 16" OC

VERT.

WIREBOND (OR EQUAL) ADJUSTABLE VENEER

ANCHOR RJ711 @ 16" OC VERT. AND 24" OC

HORZ., WITH (2) 3/16" @ x 1-1/4" TAPCON (OR

EQUAL) SCREWS INTO EXISTING CMU, GROUT

OR MORTAR CELL UNDER HOOKS IN VENEER

TO ENSURE FULL MORTAR BED FOR HOOKS.

TYPICAL

WALL DETAIL

SCALE 3/8" = 1'-0"

S-1

PORTIONS OF

EXISTING (1962)

FOOTING &

FOUNDATION TO

BE REMOVED

S-1

6 DETAIL

(@ 1962 DOOR COURSING -

EXISTING DOOR)

SCALE 1" = 1'-0"

TYP

S-1

EXISTING MASONRY BLOCK

FOUNDATION WALL

EXISTING MASONRY

BLOCK WALL (1962)

EXISTING

CONCRETE

FOOTING

(1962)

EXISTING/NEW

4"CONCRETE

FLOOR

DO NOT DISTURB EXISTING

CONCRETE FOOTING OR SOIL

UNDER FOOTINGCOMPACTED

SAND BASE

COMPACTED

SAND BASE

CENTERLINE

OF BUILDING

E O

S-1

NEW CONCRETE

FOOTING W/ 1#4

REBAR CONTINUOUS

#4 REBAR W/STANDARD HOOK

DRILLED IN & INSTALLED W/

SIMPSON SET X-P @ 24" O.C.

CONTINUOUS KEYWAY

NEW MASONRY BLOCK VENEER

WALL; SEE WALL DETAILS

SHOWING CONTINUOUS

FLASHINGS AND WEEPS

GRADE

INSTALL DAMPROOFING

MEMBRANE, FULL HEIGHT OF

FOUNDATION WALL, INCLUDING

EXPOSED FOOTING SURFACES

#4@12" O.C. HORZ AND

24" O.C. VERT.

#4 @24" OC E.W.

INSTALL WITH HILTI HIT HY70 W/ 2"

EMBEDMENT AND SCREEN TUBE (TYP)

SEE DRAWING SHEET C-4 FOR

PERIMETER FOUNDATION

INSULATION AND LANDSCAPING

NEW/EXISTING 4"

CONCRETE FLOOR

WITH 6 X 6 - 10/10 WWF

REMOVE EXISTING

BLOCK/CONCRETE IN

DOOR OPENING

(THRESHOLD) INSTALL

CONCRETE TO FILL

AREA FLUSH/LEVEL

WITH EXTG FLOOR

1/2" JOINT W/ 1/2" X 3/8"

JOINT SEALANT, BACKER

ROD AS NEEDED

SEE ARCHITECTURAL

DRAWINGS FOR

DOOR DETAILS

1/2" JOINT W/1/2" X 3/8"

JOINT SEALANT, BACKER

ROD AS NEEDED

TOP OF CONCRETE FOUNDATION

SHALL BE AT THE SAME ELEVATION

AS THE FINISHED FLOOR ELEV THRU

DOOR OPENING

SIDEWALK/ENTRANCE

SLAB DETAILS, SHEET C-2

FOLLOW FOUNDATION

INSULATION DETAILS,

SHEET C-4

FOLLOW FOOTING

DETAIL 2/S-1

#4 @ 8" OC

100'-0"100'-0"100'-0"

1977 BARRACKS ADDITION

1962 BATH LATRINE,

ORIGINAL BUILD

GENERAL BUILDING OUTLINE

(FOR INFORMATION ONLY)

NOT TO SCALE

**THE 1977 BUILDING ADDITION CMU COARSING

DOES NOT ALIGN WITH THE ORIGINAL 1962 BATH

LATRINE CMU - THE TOP OF THE CMU WALL IS

APPROX 2" TO 4" DIFFERING HEIGHT WITH THE

1962 WALLS HAVING A HALF BLOCK AT THE TOP

TO MAKE UP THE DIFFERENCE.

STRUCTURAL DESIGN INFORMATION:

DESIGN LOADS - IN ACCORDANCE WITH THE

2021 MICHIGAN BUILDING CODE AND ASCE/SEI 7-10

SNOW LOAD INFORMATION

GROUND SNOW LOAD - Pg = 50PSF FLAT SNOW LOAD - Pf = 0.7CECTIPG (0.7)(0.8)(1.0)(1.0)(50) = 28 PSF SNOW EXPOSURE FACTOR - Ce = D OR (0.8)

SNOWLOAD IMPORTANCE FACTOR - IS = 1.0

THERMAL FACTOR - Ct = 1.0

SLIDING SNOW SURCHARGE LOAD - (0.4)PFW = (0.4)(28)(22) =

PROPORTIONALLY 246.40/15 = 16.4 PSF

WIND LOAD INFORMATION

BASIC WIND SPEED - V = 120(54)

WIND IMPORTANCE FACTOR - Iw = 1.15

BUILDING CATEGORY = IV

WIND EXPOSURE = B

INTERNAL PRESSURE COEFFICIENT - GCpi = +0.18 -0.18

DESIGN WIND PRESSURE - 16 PSF MIN.

SEISMIC LOAD INFORMATION

BUILDING CATEGORY = IV

SEISMIC IMPORTANCE FACTOR - Ie = 1.5

SPECTRAL RESPONSE ACCELERATION

Ss = 0.053 S1 = 0.035

SITE CLASS - D

SPECTRAL RESPONSE COEFFICIENTS

Sds = 0.056 Sd1 = 0.056

SEISMIC DESIGN CATEGORY - A

BASIC SEISMIC-FORCE-RESISTING SYSTEM -

ORDINARY PLAIN MASONRY SHEAR WALLS

SEISMIC RESPONSE COEFFICIENT - Cs = 0.028

SEISMIC ANALYSIS PROCEDURE USED -

EQUIVALENT LATERAL FORCE PROCEDURE

FLOOR LOADS

LIVE LOADS:

OFFICES, RESTROOMS………….50 PSF

PARTITION LOADS………………..20 PSF

LOBBIES, CORRIDORS……….…100 PSF

DEAD LOADS:

MECH./ELECTR./CEILING………….5 PSF

FOUNDATION PLAN AND DETAILS

NEW 4" RAISED CONCRETE SLAB FOR MECHANICAL EQUIPMENT. INSTALL 6 X 6 - W1.4/W1.4

WWF. INSTALL BENT #4 DOWELS X 16" LONG EMBEDDED 3" INTO CONCRETE BELOW W/ EPOXY

AT 12" O.C. AROUND PERIMETER .

534Q ONLY

FOUNDATION PLAN KEYNOTES:

1 1

EXISTING 8" MASONRY WALL AND 20" X 10" (1962) FOOTING TO REMAIN3

EXISTING 24" X 12" (1977) FOOTING TO REMAIN4

2 2

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH RA, DIRECTOR

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LINTEL DETAILS

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

L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2

L-4

L-1

L-3 L-3

L-5

FIRST FLOOR LINTEL PLAN

SCALE 1/8" = 1'-0"

MARK BEARINGSIZE

LINTEL/BEAM SCHEDULE

REMARKSQUANTSHAPE

L-1 L-2 L-3 L-4 L-5

W/ EXTG BOND BLOCK WITH 2#4 CONTINUOUSNEW 4" x 4" x 5 16" x 4'-8" L4 8" MIN. BACK PRIME & PAINT L

BEFORE HM FRAME INSTALL

40 NEW 4" x 4" x 5 16" x 5'-4" L W/ EXTG BOND BLOCK WITH 2#4 CONTINUOUS

8" MIN. BACK PRIME & PAINT L

BEFORE WIN FRAME INSTALL

8" MIN. BACK PRIME & PAINT L

BEFORE HM FRAME INSTALLW/ EXTG BOND BLOCK WITH 2#4 CONTINUOUSNEW 4" x 4" x 5

16" x 7'-8" L 1 NEW 4" x 4" x 5

16" x 4'-8" L 8" MIN. BACK PRIME & PAINT L

BEFORE HM FRAME INSTALLW/ NEW BOND BLOCK WITH 2#4 CONTINUOUS

4 8" MIN. BACK PRIME & PAINT L

BEFORE HM FRAME INSTALLNEW 8" x 5

16" x 4'-8" PLATE POSSIBLE EXTG BOND BLOCK

L-2

EXISTING MASONRY WALL LOCATION

EXISTING WINDOW OPENING

EXTERIOR

L-1

EXISTING MASONRY WALL LOCATION

EXISTING DOOR OPENING

EXTERIOR

L-3

EXISTING MASONRY WALL LOCATION

EXISTING DOOR OPENING

EXTERIOR

L-5

EXISTING MASONRY WALL LOCATION

NEW DOOR OPENING

INTERIOR

1962 BATH LATRINE MASONRY

EXTG 8" MASONRY

BOND BEAM W/ 2#4

CONTINUOUS

NEW 4" SPLIT FACE

MASONRY BLOCK

NEW 4" x 4" x 5 16" x 4'-8" STEEL L

LINTEL - BACK PRIME & PAINT

METAL FLASHING W/ WEEP

HOLES 32" O.C. MAX.

NEW TREATED WOOD

MEMBERS; FULL WIDTH AS

SHOWN; MIN X6

NEW H.M. DOOR & FRAME;

SEE DETAILS

NEW 4" SPLIT FACE

MASONRY BLOCK

NEW 4" x 4" x 5 16" x 5'-4" STEEL L

LINTEL - BACK PRIME & PAINT

METAL FLASHING W/ WEEP

HOLES 32" O.C. MAX.

NEW TREATED WOOD

MEMBERS; FULL WIDTH AS

SHOWN; MIN X6

NEW ALUMINUM WINDOW;

SEE ARCHITECTURAL DETAILS

NEW 4" SPLIT FACE

MASONRY BLOCK

NEW 4" x 4" x 5 16" x 7'-8" STEEL L

LINTEL - BACK PRIME & PAINT

METAL FLASHING W/ WEEP

HOLES 32" O.C. MAX.

NEW TREATED WOOD

MEMBERS; FULL WIDTH AS

SHOWN; MIN X6

NEW H.M. DOOR & FRAME;

SEE DETAILS

POSSIBLE

EXTG 8" MASONRY

BOND BEAM

NEW 8" x 5 16" x 4'-8" STEEL PLATE

LINTEL - BACK PRIME & PAINT

NEW H.M. DOOR & FRAME;

SEE DETAILS

EXTG 8" MASONRY

BOND BEAM

CONTINUOUS

S-2

EXTG (3)2X12's

BEAM

EXTG W8X10

I-BEAM

NOTE: CONTRACTOR SHALL GROUT 3 COURSES (MIN.) SOLID AT CMU WALL BELOW

BEARING POINTS OF LINTEL AT ALL NEW OPENINGS.

THE EXISTING WEST AND EAST WINGS (1977 CONSTRUCTION) AND LATRINE (1962 CONSTRUCTION) WERE BUILT WITH A CONTINUOUS BOND BEAM AT THE TOP COURSE AS DETAILED. IN ADDITION THE LATRINE(1962 CONSTRUCTION) ALSO HAD A CONCRETE LINTEL OVER THE EXISTING OPENINGS.

**VERIFICATION OF QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

EXTG (3)2X12's

BEAM

EXTG MASONRY

BLOCK; PARTIAL

HEIGHT; CONTINUOUS

EXTG WOOD TRUSS

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L-2

SIM.

L-2

SIM.

L-2

SIM.

L-2

SIM.

L-2

SIM.

L-2

SIM.

L-2

SIM.

L-2

SIM.

L-4

EXISTING MASONRY WALL LOCATION

EXISTING DOOR OPENING

EXTERIOR (1962 COURSING)

EXTG 8" MASONRY

BOND BEAM W/ 2#5 or

3#4 4" MIN BEARING

EA SIDE

EXTG 8" MASONRY

BOND BEAM W/ 2#4

CONTINUOUS

EXTG 8" MASONRY

BOND BEAM W/ 2#5 or

3#4 4" MIN BEARING

EA SIDE

EXTG 8" MASONRY

BOND BEAM W/ 2#4

CONTINUOUS

EXTG 8" MASONRY

BOND BEAM W/ 2#5 or

3#4 4" MIN BEARING

EA SIDE

CMU-3

NEW 4" SPLIT FACE

MASONRY BLOCK

NEW 4" x 4" x 5 16" x 7'-8" STEEL L

LINTEL - BACK PRIME & PAINT

METAL FLASHING W/ WEEP

HOLES 32" O.C. MAX.

NEW TREATED WOOD

MEMBERS; FULL WIDTH AS

SHOWN; MIN X6

NEW H.M. DOOR & FRAME;

SEE DETAILS

CMU-3

**SCHEDULES ARE SHOWN FOR 1 EACH BUILDING; CONTRACTOR SHALL BE RESPONSIBLE FOR THE

QUANTITIES NEEDED AND REQUIRED IF BOTH BUILDINGS, 536Q AND 534Q GET REMODELED.

LINTEL PLAN, SCHEDULE, AND DETAILS

L-6 NEW 8" X 8" X 4'-0" L MASONRY LINTEL WITH 2#3 CONTINUOUS4 8" MIN.

L-6

EXISTING MASONRY WALL LOCATION

NEW MECHANICAL RETURN GRILLE

INTERIOR

8" MASONRY LINTEL W/ 2#3

BARS CONTINOUS, 8" MIN.

BEARING EA. SIDE, GROUT

SOLID AND NEXT 2 COURSES

ABOVE

EXISTING RETURN GRILLE

EXISTING 8" CMU

EXISTING DUCT

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH RA, DIRECTOR

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JDJ

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AJP

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KAB

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DEMOLITION/EXISTING FLOOR PLAN

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

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

DEMOLITION PLAN

SEE CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING DEMOLITION SHEETS FOR THE FULL EXTENT OF DEMOLITION

FOR THEIR RESPECTIVE DISCIPLINES. COORDINATE AND PERFORM DEMOLITION AS REQUIRED.

UNLESS OTHERWISE NOTED, WHERE ITEMS ARE REMOVED, REPAIR AND INFILL SURFACES WITH MATCHING MATERIALS.

COORDINATE WITH CAMP GRAYLING DPW AND I.T. STAFF REGARDING ALL EXISTING PLUMBING, ELECTRICAL, AND COMM EQUIPMENT, FIXTURES, ETC. THAT CAMP GRAYLING MAY WANT TO REMOVE AND SALVAGE FOR CG's FUTURE USE.

AFTER REMOVING ALL EXISTING THROUGH WALL/FLOOR PENETRATIONS, INSTALL THE NECESSARY MASONRY BLOCKS/UNITS TO CLOSE OPENINGS COMPLETE WITH FULL SIZE UNITS; EPOXY GROUT SMALL HOLES FLUSH AND FULL THICKNESS.

TYPICAL THROUGHOUT; IF REMOVED ITEMS LEAVE A VOID IN THE MASONRY WALLS OR CONCRETE FLOORS, FILL AREAS WITH MATCHING ABUTTING MATERIALS OF STANDARD CONSTRUCTION MATERIALS AND CONSTRUCTION PRACTICES.

TUCKPOINT MASONRY IN AREAS AS NEEDED; REMOVE BROKEN BLOCK FACES AND INSTALL SOAPS.

REMOVE EXISTING CONCRETE SLAB, PREP SOIL AND INSTALL NEW

CONCRETE SLAB AS DETAILED, SEE SHEET C-2 & C-3.

REMOVE EXISTING CONCRETE SIDEWALKS; COORDINATE WITH

SHEET C-2 AND C-3 FOR THE LOCATIONS OF NEW CONCRETE

SIDEWALKS OR WHERE CALLED OUT TO TIE INTO EXISTING.

REMOVE EXISTING ALUMINUM WINDOWS; REMOVE EXISTING

MASONRY SILLS; PREP OPENINGS TO RECEIVE NEW MASONRY

SILLS AND NEW WINDOWS. FILL VOIDS WITH GROUT, FULL DEPTH,

IN THE SLOT LEFT IN THE MASONRY AFTER WINDOWS HAVE BEEN

REMOVED; TYPICAL, ALL UNLESS OTHERWISE NOTED; SEE WINDOW

DETAILS.

SAWCUT AND REMOVE ALL EXISTING REINFORCED CONCRETE

FLOOR IN THE EXTG LATRINE TO CARRY OUT THE INTENT OF THIS

CONTRACT. **EXISTING CONCRETE FLOOR IN THE SHOWER ROOMS

MAY BE +/-5" THICK. UPON COMPLETION, INSTALL COMPACTED

SAND BASE, NEW 6 MIL VAPOR BARRIER, OVERLAPPED MINIMUM 6",

NEW 4" CONCRETE FLOOR WITH 6 X 6 - W1.4/W1.4 WWF, SLOPED TO

NEW FLOOR DRAINS; PREP TO RECEIVE NEW QUARRY TILE

FLOORING.

REMOVE EXISTING (INTERIOR) MASONRY BLOCK WALL, INCLUDING

ASSOCIATED FOOTINGS AND FOUNDATIONS.

REMOVE EXISTING WOOD SHELVING AND CLOTHES RODS, TYPICAL

THROUGHOUT; TO INCLUDE BENCHES IN LATRINE; ALL SUPPORT

BRACKETS AND ANCHORS TO BE REMOVED AND HOLES TO BE

PATCHED WITH EPOXY GROUT.

REMOVE EXISTING WOOD BENCHES AND ROBE STRIPS, COMPLETE.

REMOVE GLAZED TILE UNITS WITHIN EXISTING LATRINE

COMPLETELY TO EXPOSE CONCRETE BLOCK WALL; PREP WALLS AS

NEEDED INCLUDING ANY/ALL MASONRY POINTING REQUIRED.

CLEAN WALLS COMPETE OF MORTAR FROM TILES AND PREP WALLS

TO RECEIVE PAINT AS SPECIFIED.

REMOVE EXISTING MASONRY CHIMNEY COMPLETE TO BELOW THE

CONCRETE FLOOR LINE. PREP/REPAIR/PATCH EXISTING MASONRY

WALLS REMAINING.

SAWCUT CONCRETE FLOOR, TRENCH AND INSTALL PIPING AS

SPECIFIED; BACKFILL, COMPACT AND INSTALL NEW CONCRETE; SEE

SECTION DETAIL B-B, SHEET A-1.3.

REMOVE EXISTING GYPSUM WALLBOARD CEILINGS COMPLETELY.

REMOVE EXISTING ALUMINUM/METAL WINDOWS COMPLETELY.

REMOVE THE NECESSARY MASONRY BLOCK TO TOOTH IN NEW

MASONRY TO CLOSE UP OPENING WEATHERTIGHT. REMOVE THE

EXISTING CONCRETE SILLS.

EXCAVATE SOILS AS REQUIRED TO INSTALL NEW

FOOTINGS/FOUNDATIONS AND NEW MASONRY WALLS. BACKFILL

WITH EXCAVATED SOIL TO 4" BELOW FINISH GRADE. INSTALL MIN.

4" TOPSOIL TO FINISH GRADE; SEED AND MULCH DISTURBED AREAS

OR INSTALL STONE AS INDICATED ON SHEET C-4.

SEE UTILITY PLAN, SHEET C-1 FOR THE WORK NEEDED TO REMOVE,

RELOCATE, AND INSTALL NEW, THE UTILITIES SERVING BARRACKS;

COORDINATE WITH ALL DISCIPLINES AND THEIR DRAWINGS SHEETS

WITHIN.

REMOVE EXISTING MASONRY BLOCK AS NEEDED TO INSTALL NEW

DOOR OPENING. TOOTH IN JAMB BLOCK AND INSTALL DOOR

COMPLETE. SEE NEW THRESHOLD DETAIL SHEET A-6.1 DETAIL F-F

AND DETAIL 3 SHEET A1

REMOVE EXISTING EXHAUST FAN AND LOUVER. COORDINATE WITH

MECHANICAL / ELECTRICAL DEMO AND NEW ROOF REPAIRS.

REMOVE EXISTING ABUTTING INTERIOR MASONRY WALL; CARE

SHALL BE TAKEN WITH THE MASONRY WALL TO REMAIN - DAMAGED

SURFACES SHALL BE PATCHED AS NEEDED TO MATCH ADJACENT

SURFACES. PATCH EXISTING CONCRETE FLOOR AS NEEDED ONCE

THE EXISTING MASONRY WALL IS REMOVED.

REMOVE ALL EXISTING ELECTRICAL THROUGHOUT; COORDINATE

WITH THE ELECTRICAL DISCIPLINE.

CORE DRILL FOR AUTOMATIC DRYER VENTING. COORDINATE W/

MECHANICAL

REMOVE ALL EXISTING MECHANICAL ITEMS THROUGHOUT;

COORDINATE WITH THE MECHANICAL DISCIPLINE. INFILL ALL

OPENINGS IN THE MASONRY WALLS WITH MATCHING UNITS AFTER

EXISTING DUCTS HAVE BEEN REMOVED.

REMOVE ALL EXISTING MECHANICAL ITEMS THROUGHOUT; MODIFY

MASONRY OPENING FOR EXISTING GRILLE AS REQUIRED FOR NEW

RETURN GRILLE. COORDINATE WITH MECHANICAL DISCIPLINE.

REMOVE EXISTING HM DOOR, FRAME AND HARDWARE; REMOVE

MASONRY BLOCK AS NEEDED TO TOOTH IN NEW FULL MASONRY

UNITS TO CLOSE IN OPENING. SEE DETAIL 3 SHEET A-1

REMOVE EXISTING METAL LOUVER; REMOVE MASONRY BLOCK AS

NEEDED TO TOOTH IN NEW FULL MASONRY UNITS TO CLOSE IN

OPENING.

REMOVE EXISTING MIRRORS, SHELVES, AND HANGERS, ETC.;

TYPICAL THROUGHOUT.

MOLD AND MILDEW MAY BE PRESENT ON THE EXTG INTERIOR AND

EXTERIOR OF MASONRY WALL - POWER WASH WITH WATER AND AN

ACID SOLUTION, RINSE THOROUGHLY; SCRUB AS NEEDED; PATCH

BLOCK FACE TO ACHIEVE SMOOTH, UNIFORM SURFACE PRIOR TO

NEW WORK.

REMOVE THE ASBESTOS CONTAINING (ACM) WHITE DUCT

EXPANSION COLLARS WITHIN THE BLDG. REFER TO THE OFFICIAL

ASBESTOS SURVEY REPORT.

REMOVE EXISTING METAL BREECHING AND THRU THE ROOF

VENTING FOR THE EXISTING WATER HEATER. PATCH ROOF AS

SPECIFIED AND DETAILED.

EXISTING STRUCTURAL I-BEAM W8X10 TO REMAIN. ALL DEMO/NEW

WORK PREFORMED SHALL KEEP THE STRUCTURAL INTEGRITY

INTACT.

REMOVE EXISTING FIRE EXTINGUISHERS, HANGERS AND CABINETS

THROUGHOUT BUILDING; TYPICAL.

REMOVE ALL EXISTING PLUMBING ITEMS THROUGHOUT;

COORDINATE WITH THE PLUMBING DISCIPLINE.

REMOVE ALL EXISTING INTERIOR AND EXTERIOR DOORS AND

FRAMES THROUGHOUT BUILDING. EXTERIOR DOORS ARE TO

INCLUDE THE EXISTING SCREEN ENTRANCE DOORS TOO.

DEMOLITION KEY NOTES:

GENERAL DEMOLITION NOTES:

19a

DOORWAY ALTERATIONS TO LATRINE

MASONRY WALL

SCALE 1/4" = 1'-0"

REMOVE EXISTING FULL

MASONRY BLOCK AS

NEEDED TO INSTALL NEW

HM DOOR FRAME; TOOTH

IN NEW MASONRY JAMB

BLOCK TO CLOSE IN

OPENINGS AS SHOWN;

THE INTENT IS FOR THE

OPENINGS TO FALL

WITHIN THE MODULAR OF

THE MASONRY BLOCK

REMOVE EXISTING

HM DOOR,

FRAME AND

HARDWARE

REMOVE EXISTING

MASONRY BLOCK AS

NEEDED TO INSTALL

NEW FULL MASONRY

BLOCK UNITS,

TOOTHING IN, TO

CLOSE IN OPENING

AS SHOWN

AT NEW DOOR THRESHOLD,

REMOVE EXISTING MASONRY

BLOCK BELOW FLOOR LINE,

INSTALL NEW CONCRETE FLUSH

WITH FLOOR, SEE DETAIL TH-4,

SECTION F-F, SHEET A-9

INSTALL NEW STEEL LINTEL

IN NEW OPENINGS

INSTALL NEW DOOR OPENINGS IN

THE EXISTING MASONRY

KEEPING MODULAR MASONRY

UNITS, COORDINATE WITH THE

NEW FLOOR PLAN

L-5

A1.0

3 DETAIL

ENLARGEMENT

SCALE 1/2" = 1'-0"

SAWCUT EXISTING MASONRY WALL; THIS

PORTION SHOWN WILL REMAIN, FULL HEIGHT,

INCLUDING IT'S FOOTING; SEE SHEET S1;

COORDINATE WITH NEW MASONRY

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PORTION OF EXISTING

MASONRY WALL TO BE

REMOVED

PORTION OF EXISTING MASONRY

WALL TO BE REMOVED

EXISTING MASONRY

WALL TO REMAIN

8" 2'

-0

NEW

MASONRY

WALL

A1.0

IN THE LOCATIONS WHERE IT IS NOT SPECIFIED TO

RECEIVE NEW CONCRETE SIDEWALKS OR SLABS, THE

CONTRACTOR SHALL INSTALL CLEAN GRANULAR FILL

TO 4" BELOW FINISH GRADE, THEN 4" TOP SOIL AND

SEED AND MULCH AS SPECIFIED , TO INCLUDE ALL

DISTURBED AREAS

21 2120

12 12

10 10

66 4

U.G. NATURAL GAS

WATER

U.G. COMM/PHONE

12 12

19a

24 BB

FFFF

18a 18a

EXISTING CONCRETE SLAB TO

REMAIN; REMOVE AS NEEDED

TO PERFORM SPECIFIED WORK;

IF SLAB BECOMES DAMAGED

DURING WORK, CONTRACTOR

SHALL SAWCUT AND REPLACE

EXISTING

ELECTRICAL

PANEL

TYPTYP

TYP TYP

A-1

TYP

18a18a

BUILDING

CENTERLINE

DEMOLITION/EXISTING FLOOR PLAN

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

534Q EXISTING LATRINE

1212 12

THE EXISTING LATRINE FLOOR PLANS FOR 536Q

AND 534Q ARE DIFFERENT - THESE TWO PLANS

SHOW THE DIFFERENCES; THE REMAINING FLOOR

PLAN AREAS ARE THE SAME IN EACH BUILDING.536Q EXISTING LATRINE

A-1

FILL OPENING LEFT WITH FULL

MASONRY BLOCK UNIT, FULL

THICKNESS; GROUT INTO PLACE

11 11

534Q EXISTING LATRINE FLOOR

PLAN IS DIFFERENT THAN 536Q

SHOWN ABOVE; THE REMAINING

FLOOR PLAN IS THE SAME AS

SHOWN ABOVE

19 19 19

E E

**NEW DOOR OPENINGS INTO

EXISTING FAN ROOM MASONRY

WALL SHALL FOLLOW DETAIL 13

PATCH/FILL VOIDS, FULL HEIGHT SMOOTH

WITH EPOXY GROUT EXPOSED BLOCK

SURFACE (TYP BOTH ENDS)

COORDINATE WITH

PLUMBING PLANS; THIS

AREA OF THE FLOOR TO BE

REMOVED MAY NEED TO BE

LARGER AS THE EXACT

LOCATION OF THE EXISTING

SEWER PIPING THAT EXITS

THE BUILDING UNDER THE

FLOOR COULD BE IN A

SLIGHTLY DIFFERENT

LOCATION; ALSO THE NEW

BUILDING UG SEWER PIPING

WILL EXIT THE BUILDING

UNDER THIS FLOOR

DETAIL ON DRAWING SHEET A-1.3

DETAIL ON DRAWING SHEET A-1

DETAIL ON DRAWING SHEET A-1.3

FF DETAIL ON DRAWING SHEET A-6.1

ELEVATION @ SECTION "E"-"E"

DETAIL ENLARGEMENT

SCALE 3/8" = 1'-0" (ELEVATION)

A1.0

EXISTING 1962 BATH

LATRINE EXTERIOR

WALL; 1977 BARRACKS

ADDITION INTERIOR WALL

EXISTING CEILING

EXISTING (1993 RENOVATION)

INTERIOR LATRINE/SHOWER

WALL; GLAZED BLOCK,

THICKENED CONCRETE FLOOR

WITH CONCRETE FOOTINGS - TO

BE REMOVED COMPLETE

EXISTING

GLAZED TILE

SHOWER AREA

EXISTING 1962 BATH

LATRINE EXTERIOR

WALL; CARE SHALL BE

TAKEN NOT TO DAMAGE

CMU WALL WHILE

REMOVING GLAZED TILE

WALL AND CONCRETE

FOOTINGS

1977 BARRACKS ADDITION

1962 BATH LATRINE,

ORIGINAL BUILD

GENERAL BUILDING OUTLINE

(FOR INFORMATION ONLY)

NOT TO SCALE

**THE 1977 BUILDING ADDITION CMU COARSING

DOES NOT ALIGN WITH THE ORIGINAL 1962

BATH LATRINE CMU - THE TOP OF THE CMU WALL

IS APPROX 2" TO 4" DIFFERING HEIGHT WITH THE

1962 WALLS HAVING A HALF BLOCK AT THE TOP

TO MAKE UP THE DIFFERENCE.

DEMO/NEW @ FLOOR

DEMO/NEW @ WALL

EXISTING WALL ELEVATION

NEW THRESHOLD THRU NEW

DOOR OPENING

COORDINATE/VERIFY ON

SITE; SOME OF THE

EXISTING EXHAUST FANS

SHOWN MAY NOT

PENETRATE/EXIT THROUGH

THE ROOF.

534Q EXISTING LATRINE

FLOOR PLAN IS DIFFERENT

THAN 536Q SHOWN ABOVE;

THE REMAINING FLOOR

PLAN IS THE SAME AS

SHOWN ABOVE

EXISTING STEEL

I-BEAM W8x10 AT

EXISTING CEILING

LINE TO REMAIN

EXISTING STEEL I-BEAM W8x10 AT

EXISTING CEILING LINE TO REMAIN

*EXPOSED OPEN VOIDS IN CMU BLOCK

FROM SAWCUTTING SHALL BE FILLED

FULL AND SMOOTH W/EPOXY GROUT

FULL HEIGHT OF WALL (TYP BOTH ENDS) 3'

-4

24" SQ THRU THE ROOF

RELIEF VENT HOOD;

COORDINATE IT'S REMOVAL

12a

12b

19b

19b 19b

26 26

A-1

12a 12a

12a

12a 12a

12a

12b

12b12b

18a

18 18

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH RA, DIRECTOR

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JDJ

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AJP

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KAB

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4' -0

A3.0

A6.2

WASHER

(NIC)

DRYER

(NIC)

REFR.

(NIC)

**IN ALL AREAS WHERE EXISTING CONCRETE

FLOOR WAS REMOVED; INSTALL COMPACTED SAND

BASE AND NEW CONCRETE FLOOR WITH 6 X 6 -

W1.4/W1.4 WWF, SLOPED TO NEW FLOOR DRAINS;

PREP TO RECEIVE NEW QUARRY TILE FLOOR; SEE

DETAIL BELOW

REFR.

(NIC)

INSTALL 6" (MIN. 0.0329") STEEL STUDS AND

RUNNERS WITH 5/8" TYPE X DRYWALL, FINISH

FOLLOWING SPECS; COORDINATE WITH NEW

RECESSED ELECTRICAL PANEL BOXES

INSTALL 6" (MIN. 0.0329") STEEL STUDS AND

RUNNERS WITH 5/8" TYPE X DRYWALL, FINISH

FOLLOWING SPECS; COORDINATE WITH NEW

RECESSED ELECTRICAL PANEL BOXES

EXCAVATE AS REQUIRED TO

INSTALL NEW CONCRETE

SLAB AND STEEL GRATE, SEE

CIVIL SHEET C-4 (TYPICAL)

EXCAVATE AS REQUIRED TO

INSTALL NEW CONCRETE SLAB

AND STEEL GRATE, SEE CIVIL

SHEET C-4 (TYP)

DRYER

(NIC)

WASHER

(NIC)

COORDINATE AND INSTALL DRYER VENTING THRU

EXTERIOR WALLCOORDINATE AND INSTALL DRYER VENTING THRU

EXTERIOR WALL

F.E.C.

SEE 2/A6.2 FOR

DETAILS (TYP)

ELEV 100'-0"

F.E.C.

EXISTING CONCRETE STEPS;

DO NOT DISTURB

EXISTING CONCRETE

LANDSCAPING WALL;

DO NOT DISTURB

EXISTING CONCRETE

LANDSCAPING WALL;

DO NOT DISTURB

(3)RH (3)RH

COORDINATE THE INSTALLATION

OF VERTICAL RISER PIPING FOR

FIRE SUPPRESSION SYSTEM;

KEEP TIGHT TO THE WALLS AND

CEILING; SEE FIRE PROTECTION

DRAWING SHEETS

CONDENSING UNIT

SLAB, SEE CIVIL

DETAIL 7/C-4

BUILDING

CENTERLINE

ELEV 100'-0"

BUILDING 538Q

'-4

180'-0"

F.E.C. F.E.C.

ELEV 100'-0"

INSTALL A CONTINUOUS 2X8 TREATED WD MEMBER

ON TOP OF ALL EXISTING 8" MASONRY WALLS FULL

LENGTH, TYP.

EXCAVATE AS REQUIRED AND

INSTALL NEW CONCRETE SLAB

-SEE CIVIL

NEW 8" MASONRY WALL W/FOOTING

UNDER EXISTING I-BEAM; SEE

DETAILS

CDV-1CDV-1

34'-8"

21'-4"

8' -0

'-8

A-3.1

A A-3.0

A-6.2

OPP.

INSTALL A CONTINUOUS 2X8 TREATED WD MEMBER

ON TOP OF ALL EXISTING 8" MASONRY WALLS FULL

LENGTH, TYP.

FDC

1' -8

-8

2' -0

-4

3' -4

RETURN GRILLE -

SEE MECH.

RETURN GRILLE -

SEE MECH.

RETURN GRILLE -

SEE MECH.

RETURN

GRILLE -

SEE MECH.

LANDSCAPE EDGING - SEE CIVIL

CONDENSING UNIT

SLAB, SEE CIVIL

DETAIL 7/C-4

INSTALL 4"

CONCRETE

HOUSEKEEPING

PAD FOR AHU

INSTALL 4"

CONCRETE

HOUSEKEEPING

PAD FOR AHU

1' -8

-8

2' -0

-4

3' -4

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A1 .1

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NEW FLOOR PLAN

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

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

CJCJCJCJ

CJCJCJ

ENLARGED KITCHENETTE

FLOOR PLAN

SCALE 1/2" = 1'-0"

3-5/8" (MIN. 0.0329") STEEL

STUDS WITH 5/8" TYPE X

GYPSUM WALL BOARD TO

CEILING

NO BATT INSULATION IS

REQUIRED IN THIS NEW WALL

REFR. (NIC)

GYPSUM WALLBOARD

FINISH SHALL BE FLUSH

WITH MASONRY WALL

· SEE SHEET C-1 FOR SITE UTILITIES.

· 536Q & 534Q FOLLOW THE SAME FLOOR PLAN UNLESS

OTHERWISE NOTED; SITE UTILITIES, SITE GRADING,

LANDSCAPING AND SIDEWALKS MAY BE SLIGHTLY

DIFFERENT FROM BUILDING TO BUILDING; SEE DRAWING

SHEETS C-1 THRU C-3.

WINDOW TYPE

ROOM NUMBER

DOOR OPENING NUMBER

A1.1

PLAN DETAIL

SCALE 1/2" = 1'-0"

A-1.1

SAWCUT THIS EXISTING MASONRY WALL AND REMOVE

ALL NOT SPECIFIED TO REMAIN; PORTION SHOWN WILL

REMAIN, FULL HEIGHT, INCLUDING IT'S FOOTING; SEE

SHEET S1; COORDINATE WITH NEW MASONRY; GROUT

FILL OPEN CORES IN MASONRY BLOCK NOW SHOWING;

PACK FULL AND SMOOTH, FULL HEIGHT; TYPICAL BOTH

ENDS

N T

O R

EXISTING MASONRY WALL TO

REMAIN; INCLUDING IT'S FOOTING

NEW STUD WALL WITH M.R.

GYB. BD. FINISH; SEE

ENLARGED FLOOR PLAN

EXISTING MASONRY

WALL TO REMAIN

NEW MASONRY WALL;

CENTERED UNDER

I-BEAM

EXISTING STRUCTURAL

I-BEAM LINTEL TO REMAIN

INSTALL EXPANSION JOINT

MATERIAL AND BACKEROD AT

ABUTTMENT, FULL HEIGHT

A1.1

A6.2

A1.1

MESSAGE CENTER BOARD SEE DETAIL 1 ON A6.2.

LAUNDRY COUNTER SEE DETAIL 4A ON A6.2.

1'-4"

FLOOR PLAN KEY NOTES:

3' -0

2' -0

G C

N E

WHERE EXISTING DOOR AND FRAME WAS REMOVED,

REMOVE MASONRY BLOCK AS NEEDED TO TOOTH IN NEW

FULL MASONRY UNITS TO CLOSE IN OPENING.

FOLLOW NEW/EXISTING

CONCRETE SIDEWALK

NOTES AS SHOWN ON CIVIL

DRAWINGS

EWC/BF

3-5/8" (MIN. 0.0329") STEEL

STUDS WITH 5/8" TYPE X

GYPSUM WALL BOARD TO

CEILING

A-1.2

*EXPOSED OPEN VOIDS IN

CMU BLOCK FROM

SAWCUTTING SHALL BE

FILLED FULL AND SMOOTH

W/ EPOXY GROUT FULL

HEIGHT OF WALL (TYP

BOTH ENDS)

KITCHENETTE

100N

3-5/8" (MIN. 0.0329") STEEL STUDS

WITH 5/8" TYPE X GYPSUM WALL

BOARD TO CEILING

PTD

OPP.

A1.2

NOTES:

FIRST FLOOR PLAN AND DETAILS

ROBE HOOK - MOUNT AT 6'-0" A.F.F.RH

WALL MIRROR - 120"W X 36"HWM2

WALL MIRROR - 24"W X 60"HWM1

SHOWERSHR

FIXTURE ITEM

LAVATORY

WATER CLOSET

FLOOR DRAIN

SERVICE SINK (FLOOR)

ELECTRIC WATER COOLER W/BOTTLE FILLER

LAV

EWC/BF

MARK

AUTOMATIC CLOTHES WASHERACW

BkS BREAK AREA SS SINK

PAPER TOWEL DISPENSERPTD

TISSUE PAPER DISPENSERTPD

AUTOMATIC CLOTHES DRYERACD

FIRE EXTINGUISHER AND CABINETF.E.C.

VENT THROUGH ROOFVTR

ABBREVIATIONS

REFRIGERATORRFG.

NOT IN CONTRACTNIC

CLOTHES DRYER VENT (THRU EXTERIOR WALL)CDV1

CONTROL JOINT IN MASONRY WALLCJ

SPRINKLER RISER

FOLLOW NEW/EXISTING

CONCRETE SIDEWALK

NOTES AS SHOWN ON CIVIL

DRAWINGS

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH RA, DIRECTOR

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A3.0

WM1

WM2

PTD

TPD

RH ACW

FUTURE

WASHER

(N.I.C.)

1' -6

-0

3' -0

-0

3'-31 2"

5'-0"

3 5/8"

11'-6"

2'-6" 2'-0"

3 5/8" 3 5/8"

3 5/8"

2 1/2"

3 5/8"

3' -6

" C

3 5/8"

2 1/2"

TPD

PTD

WM1

WM2

2'-0"

TPD

PTD

2'-6"

ONE PIECE COUNTER,

SINKS & BACK SPLASH FD

NEW (DOOR)

OPENING -

SEE DETAILS

SHEET A-6.1

NEW (DOOR)

OPENING - SEE

DETAILS

1' -6

-0

3' -0

-0

8'-0"

3' -0

" T

KS KS

(2 ) 2

W O

O D

C H

-0 " L on g

3' -0

" T

5'-0"

3'-1"

3 5/8"

11'-6"

A3.0

ACD

FUTURE

DRYER

(N.I.C.)

CDV-1, DRYER VENT - AT

30" A.F.F. SEAL

WEATHERTIGHT

SOFFIT (PIPE

CHASE) ABOVE

INSTALL (3) ROBE HOOKS AT

6'-0" ABOVE FINISHED FLOOR

ONE PIECE COUNTER WITH

BACK SPLASH, TYPICAL

A3.0

CENTERLINE OF BLDG

3 5/8"

6"6"

ACW

FUTURE

WASHER

(N.I.C.)

ACD

FUTURE

DRYER

(N.I.C.)

SHOWER

ROD &

CURTAIN

(TYP)

SHOWER

ROD &

CURTAIN

(TYP)

2 1/2"

3'-4"

ONE PIECE COUNTER,

SINKS & BACK SPLASH

CENTERLINE OF BLDG

COORDINATE THE LOCATION

OF THE NEW DOORS

(MASONRY OPENINGS) THE

INTENT IS FOR THE

OPENINGS TO FALL WITHIN

THE MODULAR OF THE

MASONRY BLOCK (TYPICAL

4 NEW OPENINGS)

COORDINATE THE LOCATION OF

THE NEW DOORS (MASONRY

OPENINGS) THE INTENT IS FOR

THE OPENINGS TO FALL WITHIN

THE MODULAR OF THE

MASONRY BLOCK (TYPICAL

4 NEW OPENINGS)

TOOTH IN NEW MASONRY

WITH JAMB BLOCK AT ALL

NEW DOOR OPENINGS

(TYPICAL 4 LOCATIONS)

EWC/BF

PIPE CHASE,

COORDINATE

4" VENT

THRU ROOF

4" VENT

THRU ROOF

SIM.

MESSAGE

CENTER

BOARD

SIM.

PTD

MESSAGE

CENTER

BOARD

SHR

PTD

3 5/8"

E O

D G

E O

D G

PIPE CHASE,

COORDINATE

'-8

SHR

LAV

CENTERLINE OF CHASE, FIRST FLOOR

4"4"

TOOTH IN NEW MASONRY

WITH JAMB BLOCK AT ALL

NEW DOOR OPENINGS

(TYPICAL 4 LOCATIONS)

VTR

SEE

SHEET

A-6.1

NEW (DOOR)

OPENING -

SEE DETAILS

SHEET A-6.1

NEW (DOOR)

OPENING -

SEE DETAILS

SHEET A-6.1

EWC/BF

9" 9"

INSTALL (3) ROBE HOOKS AT

6'-0" ABOVE FINISHED FLOOR

ONE PIECE COUNTER WITH

BACK SPLASH, TYPICAL

9" 9"

6'-0" 6'-0"

FIRE

EXTINGUISHER

CABINET

FIRE

EXTINGUISHER

CABINET

FDFD

MESSAGE

CENTER

BOARD

MESSAGE

CENTER

BOARD

6' -4

PORTION OF EXISTING MASONRY

WALL W/FOOTING TO REMAIN

EXISTING MASONRY WALL

W/FOOTING TO REMAIN

3' -4

6' -4

FIRE

EXTINGUISHER

CABINET

FIRE

EXTINGUISHER

CABINET

VTR & C.O.

6" 6"

3 5/8"3 5/8"

1' -4

PTDPTD

3 5/8"

9' -0

2' -1

03 4"

Y D

. W

M B.

F O

O W

E, TY

3' -2

1 2" 3'

-2 1 2"

3' -2

1 2"

(2 ) 2

X8 W

O O

D B

8' -6

" L O

N G

A3.0

SOFFIT (PIPE

CHASE) ABOVE

'-7

1 2"

3' -6

G 8"

A-6.2 1A-6.2

8'-21 2"

3' -6

-5

'-1

CDV-1, DRYER VENT - AT

30" A.F.F. SEAL

WEATHERTIGHT

3'-10"3'-10"

INSTALL OUTLET BOX

FOR FUTURE WASHER

3' -0

" R .O

O O

R D

. W / P

7/8" 7/8"

SND

ENLARGED LATRINE PLAN

SCALE 1/2" = 1'-0" ENLAREGED FLOOR PLANS

WALL CONSTRUCTION WITHIN LATRINES AS DENOTED ON PLANS:

7/8" - INSTALL 7/8" METAL FURRING CHANNEL @ 16" O.C. WITH BATT INSULATION

2 1/2" - INSTALL 2 1/2" STEEL STUDS @ 16" O.C. WITH BATT INSULATION

3 5/8" - INSTALL 3 5/8" STEEL STUDS @ 16" O.C. WITH BATT INSULATION

6" - INSTALL 3 5/8" STEEL STUDS @ 16" O.C. WITH BATT INSULATION

GYPSUM BOARD SHALL BE 5/8" TYPE X MR THROUGHOUT

NOTES:

ACCESSORY SUPPORTS - ANY FIXTURE OR ACCESSORY TO BE HUNG ON THE GYPSUM WALL, SHALL

HAVE 2 X MEMBERS SECURELY INSTALLED IN THE STUD SPACE PRIOR TO GYPSUM BOARD

INSTALLATION; TO BE INSTALLED IN THE LOCATION OF THE MOUNTING ANCHORS.

IF THE PLUMBING PIPING CANNOT BE CONCEALED IN THE WALLS, THE PIPING SHALL BE CONCEALED IN NEW SOFFITS AND CHASES CONSTRUCTED OF STEEL (MIN. 0.0329") STUDS AND 5/8" MOISTURE

RESISTANT TYPE X GYPSUM BOARD, BUILT TIGHT TO WALLS/CEILINGS.

COORDINATE THE LOCATION OF STEEL (MIN. 0.0329") STUDS, BUILT OUT WALLS, AT VENT

STACK LOCATIONS - ALL STACKS SHALL BE HIDDEN IN WALLS EXCEPT FOR THE STACKS LOCATED IN JANITOR CLOSETS WHERE THEY SHALL BE TIGHT TO THE WALL AND IN THE CORNER OF THE ROOM.

F F

F FF F

F F

O F

D V

E O

F M

A N

D C

O N

U C

N D

A1 .2

Q C

G R

N G

A N

N U

G S

G , M

A1.2

NEW MECHANICAL ROOM ENLARGEMENT

SCALE 1/2" = 1'-0"

A1.2

PORTION OF EXISTING

MASONRY WALL

W/FOOTING TO REMAIN

EXISTING MASONRY WALL

W/FOOTING TO REMAIN

INSTALL NEW 8" BLOCK

MASONRY WALL

CENTERED UNDER

EXISTING I-BEAM

3 5/8"

3' -4

1' -4

REMOVE EXISTING ALUMINUM/METAL WINDOW

COMPLETELY. REMOVE THE NECESSARY

MASONRY BLOCK TO TOOTH IN NEW MASONRY TO

CLOSE UP OPENING WEATHERTIGHT INCLUDING

REMOVING THE EXISTING CONCRETE SILL

* ROOM SIGNAGE;

SIGN

LEGEND

(SEE ROOM FINISH

SCHEDULE ON DRAWING

SHEET A6.2)

20'-0" FIELD VERIFY

4A/B A-6.2

A-6.2

ROBE HOOK - MOUNT AT 6'-0" A.F.F.RH

WALL MIRROR - 120"W X 36"HWM2

WALL MIRROR - 24"W X 60"HWM1

SHOWERSHR

FIXTURE ITEM

LAVATORY

WATER CLOSET

FLOOR DRAIN

SERVICE SINK (FLOOR)

ELECTRIC WATER COOLER W/BOTTLE FILLER

LAV

EWC/BF

MARK

AUTOMATIC CLOTHES WASHERACW

KS KITCHENETTE SS SINK

PAPER TOWEL DISPENSERPTD

TISSUE PAPER DISPENSERTPD

AUTOMATIC CLOTHES DRYERACD

FIRE EXTINGUISHER/FIRE EXTINGUISHER AND CABINETF.E./ F.E.C.

VENT THROUGH ROOFVTR

ABBREVIATIONS

REFRIGERATORRFG.

NOT IN CONTRACTNIC

CLOTHES DRYER VENT (THRU EXTERIOR WALL)CDV1

CONTROL JOINT IN MASONRY WALLCJ

MECH. EQUIPMENT - SEE

MECH./PLUMB. DWG'S

FIRE PROTECTION RISER

LOCATION -

REINSTALLED GAS

REGULATOR

A3.0

MDP - SEE ELEC.

FACP

INSTALL 4" HOUSEKEEPING PADS AT

FLOOR MOUNTED MECH. EQUPIMENT

LOCATIONS, SEE STRUCT.

8" 1'

-4

DDC ENCLOSURE - SEE

ENERGY MANAGEMENT

DRAWINGS

8' -0

" F

F.E.

SANITARY NAPKIN DISPOSALSND

CONCRETE STOOP - SEE CIVIL FOR SLAB,

WORKING, REFER TO STRUCT. FOR DOWELING

INTO FOUNDATION

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DRAWN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

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ADAM LACH RA, DIRECTOR

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JDJ

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3-5/8" STEEL (MIN. 0.0329")

STUDS, 16" O.C. WITH 5/8"

TYPE X GYPSUM BOARD

3-1/2" FIBERGLASS UNFACED

BATT INSULATION; FRICTION

FIT - FULL HEIGHT, FULL

THICKNESS

ACOUSTICAL SEALANT;

PERIMETER OF WALLS,

BOTH SIDES;

INCLUDING GAPS,

PENETRATIONS AND

CUTOUTS FOR OUTLET

BOXES, ETC.

TYPICAL NEW INTERIOR

STUD WALLS

SCALE 3/4" = 1'-0"

INSTALL CONTINUOUS 2 X 8 HEADER

AT ALL LOCATIONS OF NEW STUD

WALLS (FRT WD BLOCKING AT RATED

CEILINGS)

NOTE: IN ALL LATRINE

LOCATIONS, THE GYPSUM

BOARD SHALL BE 5/8"

MOISTURE RESISTANT

TYPE X; WALLS AND

CEILINGS

INSTALL 5/8" TYPE X GYPSUM

BOARD TAPED, FINISHED;

INSTALL VAPOR BARRIER

PAINT AS SPECIFIED

INSTALL 5/8" TYPE X GYPSUM

BOARD TAPED, FINISHED;

INSTALL VAPOR BARRIER

PAINT AS SPECIFIED

EXISTING TRUSS BOTTOM

CHORD

INSTALL NEW R-49 LOOSE

FILLED BLOWN IN

INSULATION

STEEL RUNNER CR 20

INSTALL 1 1/2" METAL HAT CHANNEL 24"

O.C. CONTINUOUS (16" O.C. AT 1/2 HR

RATED CEILINGS)

STEEL RUNNER CR 20

PROVIDE 15# FELT

BETWEEN FLOOR AND

RUNNER

NEW BASE AND

NEW FLOORING;

SEE SCHEDULE

FLOOR

8' -7

INSTALL 1 X 4 WOOD TRIM AT

PERIMETER; SEE ROOM

FINISH SCHEDULE FOR

LOCATIONS

O F

G M

N R

ORIGINAL '62 BATH HOUSE

FOOTING DETAIL

SCALE 3/4" = 1'-0"

" M

10" X 20" CONCRETE

FOOTING

8" CONCRETE BLOCK

REMOVE EXSITING 2"

GLAZED MASONRY UNITS;

PREP/PATCH NOW

EXPOSED MASONRY WALL:

CARE SHALL BE TAKEN

NOT TO DAMAGE 8"

MASONRY BLOCK FACE;

PATCH AS REQUIRED

APPROX GRADE4" REINFORCED

CONCRETE FLOOR

V FLR

SECTION "B"-"B"

SCALE 3/4" = 1'-0"

1'-4"

SAWCUT AND REMOVE 4"

REINFORCED CONCRETE FLOOR

EXCAVATE; INSTALL NEW CONDUITS

AS SPECIFIED; BACKFILL AND

COMPACT WITH EXISTING SOILS;

PROVIDE ADDITIONAL AS NEEDED

INSTALL 4" NEW CONCRETE

WITH 6 X 6 -W1.4/W1.4 WWF;

NEW FLOOR SECTION SHALL BE

LEVEL AND MEET ADJACENT

EDGES

INSTALL DOWELS AT MIDSPAN;

#5 BAR X 18" LONG @ 24" O.C.;

STAGGER SIDE TO SIDE; EPOXY

GROUT INTO EXTG CONCRETE

SECTION "D"-"D"

SCALE 3/4" = 1'-0"

REMOVE EXSITING MASONRY WALL

WITH GLAZED UNITS, BOTH SIDES

REMOVE EXISTING

SHOWER FLOOR AND

DRAIN SYSTEM (6"

CONCRETE MIN. WITH

6 X 6 X #10; THICKENED

W/2#4 BARS

@ PERIMETER

INSTALL NEW COMPACTED

BASE, MINIMUM 8"; INSTALL

NEW 4" CONCRETE FLOOR

WITH 6 X 6 -W1.4/W1.4 WWF

REMOVE EXISTING CONCRETE

SHOWER CURB WHEN REMOVING

THE EXISTING WALL ABOVE, UPON

COMPLETION OF ALL

UNDERGROUND PLUMBING WORK,

INSTALL COMPACTED SAND, 4"

CONCRETE FLOOR REINFORCED

WITH 6 X 6 -W1.4/W1.4 WWF AND

NEW QUARRY TILE FLOOR FINISH

SECTION "C"-"C"

SCALE 3/4" = 1'-0"

Lower Floor

REMOVE EXSITING MASONRY WALL

SAWCUT AND REMOVE AS NECESSARY, THE EXISTING

CONCRETE FLOOR; THICKENED IN THE AREAS OF

INTERIOR MASONRY WALLS AND REINFORCED WITH

WWF INSTALL COMPACTED SAND BASE AND POUR

NEW 4" CONCRETE FLOOR WITH 6 X 6 -W1.4/W1.4 WWF

TO ALLOW FOR NEW QUARRY TILE FLOORING

TYPICAL INTERIOR WALL

NOTED TO BE A 6" STUD

WALL BUILD-OUT

SCALE 3/4"= 1'-0"

6" STEEL (MIN. 0.0329")

STUDS, 16" O.C. WITH

5/8" TYPE X GYPSUM

BOARD; FUR OUT AS

NEEDED

STEEL RUNNER CR 20

NEW BASE AND

NEW FLOORING;

SEE SCHEDULE

STEEL RUNNER CR 20

PROVIDE 15# FELT

BETWEEN FLOOR AND

RUNNER

EXISTING 8"

MASONRY

PTD. 1X4 WD TRIM (SEE ROOM

FINISH SCHD. FOR LOCATIONS)

8' -7

O F

G M

N R

INSTALL 5/8" TYPE X GYPSUM

BOARD TAPED, FINISHED;

INSTALL VAPOR BARRIER

PAINT AS SPECIFIED

ATTIC ACCESS DETAILS

SCALE 3/4" = 1'-0"

SECTION "X" - "X"

REFLECTIVE CEILING PLAN

"X"

NEW (2) 2 X 6 (MIN.)

FRAMING MEMBERS

3' -0

2'-2"

3'-0"

TRUSS, BOTTOM CHORD

48" O.C., BEYOND

NEW 5/8" TYPE X GYPSUM

WALL BOARD CEILING

24" X 36" INSULATED ATTIC ACCESS DOOR

AND FRAME (1 HR FIRE RATED IN FIRE

RATED CEILINGS); 16 GA STEEL PANEL AND

1" METAL TRIM FLANGE, 2" THICK

INSULATION, CONTINUOUS HINGE,

STANDARD UNIVERSAL LOCK AND KEY,

WHITE FACTORY FINISH

TRUSS BOTTOM CHORD, 48" O.C.

FRAME IN OPENING TO HOLD BACK BLOWN

IN INSULATION; 3/4" PLYWOOD WITH 2 X 4

FRAMING MEMBERS; HEIGHT MUST CLEAR

SETTLED INSULATION THICKNESS/HEIGHT

BY MIN. OF THREE INCHES

NEW (2) 2 X 6 (MIN.)

FRAMING MEMBERSNEW (2)2 X 6 (MIN.)

FRAMING MEMBERS

FRAME IN OPENING TO HOLD BACK

BLOWN IN INSULATION; 3/4" PLYWOOD

WITH 2 X 4 FRAMING MEMBERS;

HEIGHT MUST CLEAR SETTLED

INSULATION THICKNESS/HEIGHT BY

MIN. OF THREE INCHES

TRUSS BOTTOM CHORD, 48" O.C.

2 X 4 WD FRAMING

NEW (2) 2 X 6 (MIN.)

FRAMING MEMBERS

ATTIC INSULATION;

TO BE HELD BACK

FROM OPENING

A-3.1

A A-3.0

12'-3" 12'-3"

4' -4

-5 1 4"

8'-81 2" 12'-3" 12'-3" 12'-3" 12'-3" 8'-8"

EQEQ

4'-4" 7'-1"

72'-0"

'-8

66'-4" 5'-8" 6'-0"

6' -1

20'-0"

5'-0"

'-0

7' -4

3' -0

-6 1 4"

3' -0

3' -3

-0

3' -6

-0

3' -6

3'-0"3'-0"

6'-8" 6'-8" 3'-33 4"3'-33

Floor

5/8" TYPE X GYP. BD.

ZINC DRYWALL

CONTROL JOINT

JOINT COMPOUND

TRUSS FRAMING OR INSTALL BLOCKING TO

SPAN BETWEEN TRUSSES WHEN CONTROL

JOINT IS PARALLEL TO TRUSSES

METAL CHANNEL

REFLECTED CEILING PLAN

SCALE 1/8" = 1'-0"

INSTALL CONTINUOUS 2 X 8 HEADER AT ALL

LOCATIONS OF NEW STUD WALLS

1 1/2" METAL FURRING CHANNEL,

CONTINUOUS AT PERIMETER OF

EXTERIOR MASONRY WALLS AND

ALL INTERIOR MASONRY WALLS

DENOTES DRAFTSTOP IN ATTIC;

SEE SHEET A1.4

ATTIC ACCESS LOCATION NOTE: COORDINATE

THE LOCATION OF EACH OF THE ATTIC ACCESS

OPENINGS IN THE CEILINGS WITH THE

MECHANICAL, ELECTRICAL AND PLUMBING

DISCIPLINES

O F

D V

E O

F M

A N

D C

O N

U C

N D

A1 .3

Q C

G R

N G

J O

R T

G C

N G

, M

A1.3 2 A1.3

A1.3

IN AREAS WHERE EXISTING

CONCRETE FLOOR WAS

REMOVED; INSTALL COMPACTED

SAND BASE AND NEW 4"

CONCRETE FLOOR; AT

PERIMETER SIDES BUTTING UP

TO EXISTING CONCRETE FLOOR,

INSTALL #5 DOWELS X 18" LONG

@ 24" O.C. @ MIDSPAN, EPOXY

INTO PLACE

NEW TO EXISTING

CONCRETE FLOOR

SCALE 3/4" = 1'-0"

A1.3 6A

FRAME IN AND INSTALL PRE

MANUFACTURED 24" X 36" INSULATED

ATTIC ACCESS IN CEILING, SEE DETAIL

7/A1.3

FRAME IN AND INSTALL PRE MANUFACTURED 24"

X 36" INSULATED ATTIC ACCESS IN CEILING, SEE

DETAIL 7/A1.3

FRAME IN AND INSTALL PRE MANUFACTURED 24" X

36" INSULATED ATTIC ACCESS IN CEILING

TYPICAL CEILING CONSTRUCTION

ULTRALIGHT 5/8" TYPE X GYP. BD. (MOISTURE RESISTANT AT

LATRINES/SHOWERS) ON METAL HAT CHANNEL AT 24" O.C. SECURED TO

EXISTING TRUSSES AT 4'-0" O.C. APPLY VAPOR BARRIER PAINT AND PRIMER.

SEAL ALL PENETRATIONS.

MECHANICAL ROOM CEILING CONSTRUCTION

ULTRALIGHT 5/8" TYPE X GYP. BD. ON METAL HAT CHANNEL SECURED TO

EXISTING TRUSSES AT 24" O.C. INSTALL FURRING AT PERIMETER OF ROOM

AS REQUIRED TO SECURE GYP. BD. APPLY VAPOR BARRIER PAINT AND

PRIMER. SEAL ALL PENETRATIONS.

1/2 HR FIRE RATED CEILINGS

ULTRALIGHT 5/8" TYPE X GYPSUM WALLBOARD PERPENDICULAR TO 1 1/2"

METAL HAT CHANNEL AT 16" O.C. SECURED PERPENDICULAR TO EXISTING

TRUSSES. APPLY VAPOR BARRIER PAINT AND PRIMER. FIRE CAULK ALL

PENETRATIONS.

ON BOTTOM TRUSS CHORD, INSTALL NEW 1 1/2"

METAL HAT CHANNEL PERPENDICULAR TO

EXISTING TRUSSES AT 16" O.C. FOR 1/2 HR

RATED CEILING AREAS

EXISTING TRUSS , 2X6

BOTTOM CHORD MEMBER,

4'-0" O.C.

SHADED AREAS INDICATE 1/2 HR

RATED CEILING CONSTRUCTION,

FIRE CAULK ALL PENETRATIONS

PTD. GYP. BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD.

GYP.

BD.

PTD. GYP. BD.

SHADED AREAS INDICATE 1/2 HR

RATED CEILING CONSTRUCTION,

FIRE CAULK ALL PENETRATIONS -

SEE NOTE

PTD.

GYP.

BD.

CEILING PLAN AND MISCELLANEOUS DETAILS

LIGHT FIXTURES -

SEE ELEC., TYP.

LIGHT FIXTURES -

SEE ELEC., TYP.

REFER TO MECH. FOR DUCT

LAYOUT BELOW CEILING

CEILING GENERAL NOTES

FIELD VERIFY ALL DIMENSIONS.

COORDINATE PENETRATIONS AND FRAMING…

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