W912QR20R0009Plans-0003.pdf

A B C D E F

1A-402

A2

1A-402

C2

1A-401

C2

1A-401

A2

ELEC ROOM

UB5

GENERATOR

ROOM

UB7

MAINTENANCE

ROOM

UB2

FIRE ROOM

UB1

MECH ROOM

UB4

Room

UB3

BOILER ROOM

840B

BOILER ROOM

840A

107107

MECH ROOM

UB4

130 130

134134

134134

134134

145145

145145

C U

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-C U

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/2

R E

F

R E

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102 A4

1A-401

134134

FINISH LEGEND

MANUFACTURERITEM

PITTSBURGH PAINTSPT-2

MATERIAL MODEL NO. PATTERN / COLOR REMARKS

WP-T3 DOORS & FRAMES

PORTERPT-1 GUARD FAST DRY ALKYD, ACRI-PRO 100 FLAT WP-B1 WALLS AND/OR CEILING

SC-1 TO BE DETERMINED MATCH EXISTING FLOORS

INDUSTRIAL ENAMEL INTERIOR/EXTERIOR

SEMI-GLOSS AND GLOSS

FUEL RESISTIVE RESINOUS FLOORING

KEY PLAN

10840

MEDICAL

CENTER

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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PLAN NORTH

Keynote Legend

Key Value Keynote Text

015 EXISTING CONCRETE PADS TO REMAIN. TYPICAL.

102 NEW CONCRETE PAD. SEE STRUCTURAL DWGS.

106 2' WIDE X 4' HIGH LOUVER. LOCATIONS SHOWN ARE

APPROXIMATE. SEE EXTERIOR ELEVATIONS FOR

HEIGHTS A.F.F. REFER TO MECHANICAL DRAWINGS.

107 LOCATION OF INFILL FLOORING - SHOWN FOR

REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS.

REFER TO PLUMBING DRAWINGS REGARDING ANY DRAIN

FIXTURES.

130 LOCATION OF INFILL FLOORING WHERE PIPING IS

REMOVED - SHOWN FOR REFERENCE ONLY. REFER TO

STRUCTURAL AND PLUMBING DRAWINGS.

131 THIS FLOOR DRAIN AND PORTION OF TRENCH TO

REMAIN. REFER TO PLUMBING DRAWINGS.

134 PREPARE CONCRETE FLOOR AND CONCRETE PADS AND

APPLY CLEAN COATING SURFACE SYSTEM TO FLOORS

AND TO ENTIRE SURFACE OF ALL (NEW AND EXISTING)

CONCRETE PADS, ONLY IN ROOMS NOTED. SEE

SPECIFICATIONS SECTION 096723.

145 MAINTAIN EXISTING FIRE-RESISTANCE RATED WALL

BETWEEN AREAS WITH BOILERS AND OFFICES; FIRESTOP

NEW AND EXISTING PENETRATIONS. REFER TO LIFE

SAFETY DRAWINGS.

153 TEMPORARILY REMOVE CATWALK AND LADDER AS

NECESSARY TO REMOVE AND/OR INTRODUCE NEW

EQUIPMENT. REPLACE TO ORIGINAL LOCATION WHEN

REPLACEMENT WORK IS COMPLETED.

1/8" = 1'-0"A2

FIRST FLOOR PLAN

4'0 8' 16'

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1/2" DIA X 1-1/2" LONG MIN

LAG SHIELD ANCHOR FOR CONCRETE

LOCATIONS AND QUANTITIES TBD

GUARDRAIL

EXISTING MEZZANINE CONCRETE FLOOR

1/2" DIA X 1-1/2" LONG MIN

LAG SHIELD ANCHOR FOR CONCRETE

LOCATIONS AND QUANTITIES TBD

GUARDRAIL

EXISTING MEZZANINE CONCRETE FLOOR

BASEMENT

-12' - 0"

EXISTING MASONRY / CMU WALL

3 5/8" MTL STUD @ 16" O.C.

2 LAYERS OF 5/8" TYPE "X" GYP BD

SEAL AROUND EDGES WITH CAULK

IF ANY PIPE PENETRATIONS STILL EXISTS AFTER

MECHANICAL WORK IS COMPLETE, THEN CUT

GYP BD AROUND ANY PENETRATIONS

AND USE FIRESTOPPING TAPE TO SEAL

REINSTALL EXISTING SECURITY BARS

WHERE APPLICABLE. FABRICATE NEW

SECURITY BARS WHERE REQUIRED.

REPAIR OR REPLACE

MASONRY / CMU AS REQD

TO MAINTAIN SMOKE

BARRIER

BASEMENT

-12' - 0"

2 LAYERS OF 5/8" TYPE "X" GYP BD

SEAL ANY OPENINGS WITH FIRE-

RATED CAULK. SEE SECTION

REINSTALL METAL SECURITY STRAPS OR

BARS REMOVED DURING DEMOLITION

USING ORIGINAL FASTENERS. REPAIR OR

REPLACE ANY ITEMS AS NEEDED

IF THERE ARE ANY REMAINING PIPE

PENETRATIONS AFTER MECHANICAL

WORK IS COMPLETED, THEN CUT GYP

BD AROUND ANY PENETRATIONS

AND USE FIRESTOPPING TAPE AND/OR

FIRE-RATED SEALANT TO SEAL OPENINGS

CONTRACTOR TO INSPECT WALL PRIOR TO

CONSTRUCTION AND TO PLAN ON PATCHING

/ REPAIRING ABY PART OF THE MASONRY/CMU

WALL THAT HAS BEEN DAMAGED OR DETERIORATED

IN ORDER TO MAINTAIN THE SMOKE BARRIER.

B2

2A-601

BASEMENT

-12' - 0"

2 LAYERS OF 5/8" TYPE "X" GYP BD

SEAL ANY OPENINGS WITH FIRE-

RATED CAULK. SEE SECTION

REINSTALL EXISTING SECURITY BARS WHERE

APPLICABLE. FABRICATE METAL SECURITY

STRAPS WHERE REQUIRED FOR OPENINGS

ON EACH SIDE OF COLUMN. FASTEN INTO

CONCRETE AFTER NEW GYP BD IS IN PLACE.

IF THERE ARE ANY REMAINING PIPE

PENETRATIONS AFTER MECHANICAL

WORK IS COMPLETED, THEN CUT GYP

BD AROUND ANY PENETRATIONS

AND USE FIRESTOPPING TAPE AND/OR

FIRE-RATED SEALANT TO SEAL OPENINGS

REMOVE EXISTING SHEET METAL COVER

FROM THIS SIDE OF COLUMN

B2

2A-601

SEE

SCHEDULE

S E

E S

C H

E D

U L E

HOLLOW METAL

(PAINT)

A

2"

SEE

SCHEDULE

2"

S E

E S

C H

E D

U L E

HOLLOW METAL

(PAINT)

EXISTING CMU WALL

ASSEMBLY

BUTTED HM FRAME -

GROUT SOLID

CONTINUOUS SEALANT

BOTH SIDES

D O

O R

O P

E N

IN

G

R E

F E

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C H

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U L E

5 3/4"

EXISTING LINTEL

DOOR OPENING

REFER TO SCHEDULE

S W

IN

G

S

ID

EBUTTED HM FRAME -

GROUT SOLID

EXISTING CMU WALL

ASSEMBLY

CONTINUOUS SEALANT

BOTH SIDES

/4

2"

HOLLOW METAL

DOOR

THRESHOLD SET IN

BED OF SEALANT

EXISTING

INTERIOR SLAB-

ON-GRADE

FINISH LEGEND

MANUFACTURERITEM

PITTSBURGH PAINTSPT-2

MATERIAL MODEL NO. PATTERN / COLOR REMARKS

WP-T3 DOORS & FRAMES

PORTERPT-1 GUARD FAST DRY ALKYD, ACRI-PRO 100 FLAT WP-B1 WALLS AND/OR CEILING

SC-1 TO BE DETERMINED MATCH EXISTING FLOORS

INDUSTRIAL ENAMEL INTERIOR/EXTERIOR

SEMI-GLOSS AND GLOSS

FUEL RESISTIVE RESINOUS FLOORING

EXISTING INSULATION

EXISTING MEMBRANE ROOF AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON MEMBRANE

COATED METAL FLASHING

METAL COLLAR

DOUBLE-WALL TUBE / PIPE

SEALANT

EXISTING ROOF DECK

8" MIN.

M

IN

1/2" SPACING 1/2" SPACING

M

IN

SCHEDULE ABBREVIATIONS

HM. HOLLOW METAL

SC SEALED CONCRETE (CLEAN COATING SURFACE SYSTEM)

RB RUBBER BASE

PT PAINT

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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DOOR SCHEDULE

NO.

DOORS FRAME

RATING HDWR SET REMARKS

DIMENSIONS ELEV

(2A-601) MAT FINISH GLAZING

ELEV

(2A-601) MAT FINISH

DETAILS (2A-601)

WIDTH HEIGHT THICK HEAD JAMB SILL

A038 6' - 0" 7' - 0" 1 3/4" A HM PT-2 NA 1 HM PT-2 C4 B4 A4 1 HR BLDG 10266 / SET 01

C028 6' - 0" 7' - 0" 1 3/4" A HM PT-2 NA 1 HM PT-2 C4 B4 A4 1 HR BLDG 10262 / SET 01

3" = 1'-0"C1

SECTION AT GUARDRAIL MOUNTING

1/2" = 1'-0"B2

ELEVATION - TUNNEL OPENING

1/2" = 1'-0"B1

ELEVATION - TUNNEL OPENING RM C028

TYPICAL/SIMILAR FOR ROOMS C028 & A038

1/4" = 1'-0"A1

ELEVATION - TUNNEL OPENING RM A038

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

1 1/2" = 1'-0"C4

DOOR HEADER DETAIL

1 1/2" = 1'-0"B4

DOOR JAMB DETAIL

1 1/2" = 1'-0"A4

DOOR SILL DETAIL

1 1/2" = 1'-0"A2

VENT PIPE

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DN

A

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3A-101

B2

AREA OF

WORK

3AD102

A2

H1

H3H4

H0

HD

BOILER

H1

H1

H2

H2

22' - 1 7/8"

40' - 6"

C1

3A-401

B1

3A-102

H3

H3

OFFICE

1322S

OPEN OFFICE

1322A

VESTIBULE

A

A1

3A-402

134 137

134 137

3A-401

A2

3A-402A3

0' - 9" 29' - 3 3/4" 0' - 7 1/4"

154154

/4

/2

H2

H2A

**NOTE: DURING CONSTRUCTION, CONTRACTOR IS

RESPONSIBLE FOR KEEPING A CLEAR EGRESS PATH

TO NEW VESTIBULE/EXIT.

163163

GENERAL NOTES:

A. FIELD VERIFY ALL DIMENSIONS.

B. PROVIDE LABOR AND MATERIALS TO PREP ALL IMPACTED

WALLS AND FLOORS TO RECEIVE NEW FINISHES.

C. ABA DOOR COMPLIANT SIGNAGE SHALL BE PROVIDED AT

EACH NEW DOOR LOCATION AND WHERE ROOM

FUNCTION IS CHANGING. TO BE PROVIDED BY THE

GOVERNMENT.

D. FLOORING AFFECTED BY NEW DOOR

INSTALLATIONS/REMOVALS AND OR WALL MODIFICATIONS

IS TO BE REPLACED IF DAMAGED, ALTERED, OR MISSING.

FINISHES TO MATCH ADJACENT.

(2) LAYERS 5/8" TYPE X

GYPSUM BOARD

EACH SIDE

SOUND BATT.

INSULATION

FULL HEIGHT

EXTEND TO NEW

CEILING STRUCTURE

ABOVE CAULK TO

PREVENT SMOKE AND

SOUND TRANSFER

H1

6" METAL STUDS, REFER

TO STRUCTURAL

DRAWINGS FOR

ADDITIONAL INFORMATION

UL DESIGN No. U425: 1-HR FIRE RATING, FULL HEIGHT, EXTEND TO NEW CEILING

STRUCTURE ABOVE.

CAULK TO PREVENT

SMOKE AND SOUND

TRANSFER

3A-102

B1

1/2" THK RESILIENT MTL

CHANNEL @ 16" o.c.

SIM

(2) LAYERS TYPE X

GYPSUM BOARD ON INSIDE

OF ROOM

EXTEND TO NEW

CEILING STRUCTURE

ABOVE

CAULK TO PREVENT

SMOKE TRANSFER

H2 AND H2A

6" METAL STUDS (3 5/8"

FOR H2A), REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

CAULK TO PREVENT

SMOKE TRANSFER

3A-102

B1 SIM

UL V497: 1-HR FIRE RATING, FULL HEIGHT,

EXTEND TO NEW CEILING STRUCTURE

ABOVE.

LAMINATING COMPOUND

BETWEEN THE (2) LAYERS

OF GYPSUM BOARD

(1) LAYER 5/8" TYPE X

GYPSUM BOARD EACH SIDE

SOUND BATT.

INSULATION

EXTEND STUDS TO 1'-0"

ABOVE CEILING

HEIGHT. EXTEND GYP

BD 6" ABOVE CEILING

H3

3-5/8" METAL STUDS @ 16"

O.C.

LATERAL METAL STUD

BRACING AS REQUIRED.

ATTACH TO EXISTING

METAL STUDS.

CEILING OF VESTIBULE

1/32" = 1'-0"A1

BUILDING 10280 FIRST FLOOR PLAN

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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1/4" = 1'-0"B2

BUILDING 10280 MECHANICAL ROOM 1324 FLOOR PLAN

PLAN NORTH

PLAN NORTH

1 1/2" = 1'-0"C1

PARTITION TYPES

Keynote Legend

Key Value Keynote Text

017 EXISTING METAL CRAWLSPACE/TUNNEL ACCESS PLATE, TO

REMAIN

101 NEW DOOR(S) AND FRAME. SEE DOOR SCHEDULE

102 NEW CONCRETE PAD. SEE STRUCTURAL DWGS.

111 EXISTING COLUMN TO REMAIN. NEW PARTITON TO BE BUILT IN

FRONT OF COLUMN.

114 INFILL OPENING IN EXISTING WALL TO MATCH EXISTING

CONSTRUCTION TYPE. SEE SECTION VIEWS.

121 PATCH/REPAIR TILE/CARPET FLOOR FINISHES TO MATCH

EXISTING.

122 PATCH/REPAIR GYP BD AND PAINT TO MATCH EXISTING.

123 ADD OPAQUE FILM TO INSIDE OF GLASS SURFACE.

134 PREPARE CONCRETE FLOOR AND CONCRETE PADS AND

APPLY CLEAN COATING SURFACE SYSTEM TO FLOORS AND TO

ENTIRE SURFACE OF ALL (NEW AND EXISTING) CONCRETE

PADS, ONLY IN ROOMS NOTED. SEE SPECIFICATIONS SECTION

096723.

136 STAINLESS STEEL SINK SYSTEM WITH COUNTERTOP. SEE

PLUMBING DRAWINGS

137 ANY TRENCHES CREATED FOR NEW PLUMBING SHALL BE

INFILLED AND THE CONCRETE REPAIRED. SEE STRUCTURAL

DRAWINGS.

138 MECHANICAL LOUVERS LOCATED ABOVE EXISTING WINDOWS.

SEE ELEVATION A3/3A-402 AND MECHANICAL DRAWINGS.

144 COORDINATE THE DEMOLITION AND NEW CONSTRUCTION OF

THESE DOORS TO MAINTAIN EGRESS TO THIS SIDE OF THE

BUILDING FROM THE OPEN OFFICE 1322A AREA.

150 NEW WALL ASSEMBLY TO COVER WINDOWS.

151 ADD DRAFT- AND FIRE-STOPPING FLANGE OR EQUIVELANT

GASKET MATERIAL AROUND PIT ACCESS PANEL (APPROX 15

SF).

152 LOCATION OF PIT BELOW.

154 THESE WALLS ARE NOT TO BE CONSTRUCTED UNTIL BOILERS

ARE IN PLACE. COORDINATE BOILER INSTALLATION WITH

DEMOLITION PHASE AND NEW CONSTRUCTION PHASE. THE

TEMPORARY OPENING SHALL NOT BE LEFT OPEN OVERNIGHT.

THE BUILDING ENVELOPE SHALL BE CLOSED AND SECURE AT

THE END OF EACH WORK DAY. SEE DETAIL A1/3AD101 FOR

TEMPORARY EGRESS.

157 PATCH/REPAIR CONCRETE FLOOR IN THIS AREA WHERE ANY

PIPING HAS BEEN REMOVED.

163 NEW VESTIBULE TO BE CONSTRUCTED AND FINISHED BEFORE

STARTING CONSTRUCTION IN THE REST OF THIS AREA TO

ALLOW FOR PROPER EXITING OF ADJACENT AREAS DURING

THE REMAINING CONSTRUCTION PROCESS.

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

0 2' 4' 8'

0 16' 32' 64'

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GENERAL NOTES:

ARCHITECTURAL - RCP - NEW

A. VERIFY FIELD CONDITIONS.

B. MATCH EXISTING CEILING HEIGHTS.

BOILER

C1

3A-401

B1

3A-102

A1

3A-402

129 129

127127

139 139

141141

115115

158 129

ATTACH GYPSUM PER UL

DESIGN REQUIREMENT

(2) LAYERS 5/8" TYPE "X" GYP BD

EACH SIDE

14 GA 6" METAL STUD @ 16" o.c. WITH

SOUND BATTING

ON WALLS WITH REQ. STC

RATING - PROVIDE ACOUSTICAL

SEALANT

3 LAYERS TYPE "X" GYP BD

FOR 1 HR RATING

U.L. DESIGN No. BXUV.I501

PERPENDICULAR UNPROTECTED

DECK - MINERAL WOOL FILL

UL HW-D-0513

NEW METAL CEILING DECK - SEE

STRUCTURAL DWGS

MINERAL WOOL

FLUTE FILL

METAL STUD CEILING JOISTS -

SEE STRUCTURAL DWGS

1/2" THK RESILIENT CHANNEL

GYP BD STRIP ALONG LENGTH OF WALL

FOR SOUND ABSORBTION

EDGE ANGLE - SEE STRUCTURAL DWGS

EXISTING ROOF AND STRUCTURE

ABOVE

GYP BD CEILING

13' - 0"

BOTTOM OF NEW DECK

14' - 0 7/8"

BOTTOM OF EXISTING DECK

VARIES

EXISTING INSULATION

EXISTING MEMBRANE ROOF

AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON

MEMBRANE

COATED METAL FLASHING

MEMBRANE - COATED

METAL FLASHING

RAIN HOOD & CLAMP

WITH SEALANT

DOUBLE-WALL TUBE / PIPE

SEALANT

EXISTING ROOF FRAMING

8" MIN.

1/2" SPACING 1/2" SPACING

M

IN

EXISTING INSULATION

EXISTING MEMBRANE ROOF

AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON

MEMBRANE

COATED METAL FLASHING

METAL COLLAR

DOUBLE-WALL TUBE / PIPE

SEALANT

EXISTING ROOF FRAMING

8" MIN.

M

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1/2" SPACING 1/2" SPACING

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1/4" = 1'-0"A2

BUILDING 10280 MECH. ROOM 1324 REFLECTED CEILING PLAN

PLAN NORTH

3" = 1'-0"B1

WALL SECTION AT CEILING

Keynote Legend

Key Value Keynote Text

115 REPLACE/REPAIR ACOUSTICAL CEILING THAT WAS

REMOVED DURING DEMO PHASE. CEILING GRID

AND TILES TO MATCH EXISTING.

116 FIRE-RATED CEILING SYSTEM AT 13'-0" HEIGHT,

PAINTED PT-1. FIRESTOP ALL PENETRATIONS. SEE

SECTION DETAIL.

117 22" X 30" 1 HOUR RATED ATTIC ACCESS DOOR.

COORDINATE WITH FRAMING LAYOUT. REFER TO

STRUCTURAL DRAWINGS.

127 PATCH/REPAIR GYP BD SOFFIT AND BULKHEADS

TO MATCH EXISTING.

129 PENETRATIONS THROUGH CEILING AND ROOF FOR

MECHANICAL EQUIPMENT. LOCATIONS ARE

APPROX. AS SHOWN. USE FIRE-RATED CAULK AND

TAPE TO MAINTAIN FIRE RATING AND TO CREATE A

SMOKE BARRIER. SEE DETAIL C1/3A-102. FOR

BOILER STACK. SEE DETAIL C2/3A-102 FOR

SMALLER VENT STACKS. SEE MECH. DWGS.

139 SURFACE MOUNTED LIGHT FIXTURES. SEE

ELECTRICAL DRAWINGS. COORDINATE LOCATIONS

WITH MECHANICAL EQUIPMENT.

141 EXISTING REFLECTED CEILING/SOFFIT, LIGHTS,

DIFFUSERS, ETC. IN THIS AREA TO REMAIN.

158 VERTICAL CEILING TILE TRANSITION.

REPAIR/REPLACE ANY OF THE GRID OR TILES

REMOVED OR DAMAGED DURING CONSTRUCTION.

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

1 1/2" = 1'-0"C1

ROOF PENETRATION - BOILER STACK

0 2' 4' 8'

1 1/2" = 1'-0"C2

ROOF PENETRATION - SMALL VENT

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5/8" TYPE GYP. BOARD

(TYPE X AT FIRE RATED

ASSEMBLIES ONLY)

CONT. SEALANT WITH

BACKER ROD

12 GA 6" METAL

FRAMING FOR NEW

JAMB AND HEADER

2"x12" WOOD STUD FOR

NEW JAMB AND HEADER

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INSULATION

RETURN WOOD SIDING

BACK TO DOOR

0' - 2" REFER TO SCHEDULE

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5/8" TYPE GYP. BOARD

(TYPE X AT FIRE RATED

ASSEMBLIES ONLY)

CONT. SEALANT WITH

BACKER ROD

12 GA 6" METAL FRAMING

FOR NEW JAMB AND

HEADER

2"x12" WOOD STUD FOR

NEW JAMB AND HEADER

EXISTING WALL ASSEMBLY

(WOOD STUD WITH PAINTED WOOD SIDING)

GYP. BD. J MOLD AND

SEALANT

REFER TO PLAN FOR INSULATION

RETURN WOOD SIDING

BACK TO DOOR

HOLLOW METAL

DOOR

THRESHOLD SET IN

BED OF SEALANT

EXISTING

INTERIOR SLAB-

ON-GRADE

SEE

SCHEDULE

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(PAINT)

A

2"

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SCHEDULE

2"

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HOLLOW METAL

(PAINT)

PARTITION TYPES

REFER TO

PARTITION WIDTH

AS REQUIRED PER

5/8" TYPE "X" GYPSUM

BOARD

METAL STUDS @ 16" O.C.

METAL STUD BOX HEADER

HOLLOW METAL FRAME

SEALANT (BOTH SIDES)

5/8" TYPE "X" GYPSUM BOARD

METAL STUDS @ 16" O.C.

DOUBLE STUD JAMB

HOLLOW METAL FRAME

SEALANT

(BOTH SIDES)

FINISH LEGEND

MANUFACTURERITEM

PITTSBURGH PAINTSPT-2

MATERIAL MODEL NO. PATTERN / COLOR REMARKS

WP-T3 DOORS & FRAMES

PORTERPT-1 GUARD FAST DRY ALKYD, ACRI-PRO 100 FLAT WP-B1 WALLS AND/OR CEILING

SC-1 TO BE DETERMINED MATCH EXISTING FLOORS

INDUSTRIAL ENAMEL INTERIOR/EXTERIOR

SEMI-GLOSS AND GLOSS

FUEL RESISTIVE RESINOUS FLOORING

SCHEDULE ABBREVIATIONS

HM. HOLLOW METAL

SC SEALED CONCRETE (CLEAN COATING SURFACE SYSTEM)

RB RUBBER BASE

PT PAINT

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DOOR SCHEDULE

NO.

DOORS FRAME

RATING HDWR SET REMARKS

DIMENSIONS ELEV

(3A-601) MAT FINISH GLAZING

ELEV

(3A-601) MAT FINISH

DETAILS (3A-601)

WIDTH HEIGHT THICK HEAD JAMB SILL

1322 3' - 0" 6' - 8" 1 3/4" A HM PT-2 NA 1 HM PT-2 C3 B3 A3

1322A 3' - 0" 6' - 8" 1 3/4" A HM PT-2 NA 1 HM PT-2 C2 B2 A3 - BLDG 10280 / SET 05

1324 6' - 0" 6' - 8" 1 3/4" A HM PT-2 NA 1 HM PT-2 C3 B3 A3 45 MIN BLDG 10280 / SET 01

1 1/2" = 1'-0"C3

DOOR HEAD DETAIL

1 1/2" = 1'-0"B3

DOOR JAMB DETAIL

1 1/2" = 1'-0"A3

DOOR JAMB DETAIL

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

1 1/2" = 1'-0"C2

HM DOOR HEAD DETAIL

1 1/2" = 1'-0"B2

HM DOOR JAMB DETAIL

(2) 3'-0" PR

ROOM FINISH SCHEDULE

ROOM

NO.

ROOM

NAME FLOOR BASE

WALLS CEILING

SIGNAGE

(A-601) REMARKSNORTH EAST SOUTH WEST

ALL

WALLS FINISH HEIGHT

1322 VESTIBULE SC-1 RB PT-1 PT-1 SEE RCP

1322A OPEN OFFICE EXISTING TO REMAIN MATCH

EXIST

MATCH

EXIST

EXISTING TO REMAIN EXISTING TO REMAIN

1322S OFFICE EXISTING TO REMAIN MATCH

EXIT

MATCH

EXIST

EXISTING TO REMAIN EXISTING TO REMAIN

1324 BOILER SC-1 PT-1 PT-1 SEE RCP

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002003

002 011011

035035

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035035

011011

011011011011

011011

OFFICE

1322S

OPEN OFFICE

1322A

VESTIBULE

CONFERENCE

ROOM

1322T

MECH RM

002002002002

**NOTE: BEFORE CONSTRUCTION BEGINS, THE

CONTRACTOR IS TO REMOVE AND STORE FIRST ROW

OF CUBICLES CLOSEST TO THE SOUTH WALL AND

COORDINATE WITH CONTRACTING OFFICER AS TO

WHERE TO TURN IN AND DISASSEMBLE THE CUBICLES

COMPONENTS. THE CONTRACTOR WILL NOT BE

RESPONSIBLE FOR REPLACING THE CUBICLES AT THE

END OF CONSTRUCTION.

SEE KEYNOTE 033

TEMPORARY OPENING

039 039

115' - 0"

122' - 0"

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1/4" = 1'-0"A3

BUILDING 10280 DEMOLITION PLAN

Keynote Legend

Key Value Keynote Text

002 DEMO AND REMOVE WALLS FROM FLOOR TO

DECK (UNLESS NOTED OTHERWISE) IN

LOCATIONS INDICATED. TO INCLUDE DOORS,

WINDOWS AND FRAMES WHERE APPLICABLE

003 REMOVE DOORS AND DOOR FRAMES.

011 REMOVE EXISTING TILE/CARPET FLOORING IN

THIS AREA, COMPLETELY REMOVE ANY

RESIDUE FROM EXISTING CONCRETE FLOOR

AND PATCH/REPAIR CONCRETE, THEN GRIND

TO A SMOOTH SURFACE.

012 AREA OF FUTURE FLOOR DRAIN, REFER TO

PLUMBING DRAWINGS FOR EXACT LOCATION.

013 AREA OF NEW SINK, REFER TO PLUMBING

DRAWINGS FOR EXACT LOCATION.

017 EXISTING METAL CRAWLSPACE/TUNNEL

ACCESS PLATE, TO REMAIN

027 CUT OUT PORTION OF WALL ABOVE WINDOWS

FOR NEW MECHANICAL LOUVERS. SEE

ELEVATION A3/3A-402 AND MECHANICAL

DRAWINGS.

028 APPROXIMATE LOCATION OF FLOOR TRENCH

FOR PLUMBING, REF. REFER TO

STRUCTURAL, PLUMBING AND CIVIL

DRAWINGS.

033 TEMPORARY OPENING TO BE USED TO

INSTALL BOILERS. COORDINATE THE

DEMOLITION OF THIS AREA WITH BOILER

INSTALLATION. THE TEMPORARY OPENING

SHALL NOT BE LEFT OPEN OVERNIGHT. THE

BUILDING ENVELOPE SHALL BE CLOSED AND

SECURE AT THE END OF EACH WORK DAY.

NEW VESTIBULE SHALL BE COMPLETED

BEFORE ANY DEMOLITION WORK HAS BEGUN

ON EXISTING VESTIBULE. SEE DETAIL

A1/3AD101 FOR TEMPORARY EGRESS.

035 CONCRETE FLOOR TO BE SHOT BLASTED,

GROUND SMOOTH AND PATCHED TO RECEIVE

CLEAN COATING SURFACE SYSTEM. REFER

TO SPECIFICATIONS.

036 DEMO WALL FOR NEW DOOR

037 APPROXIMATE LOCATION OF TEMPORARY

BARRIERS DURING CONSTRUCTION,

COORDINATE WITH CONTRACTING OFFICER.

038 APPROXIMATE LOCATION OF TEMPORARY

BARRIERS DURING CONSTRUCTION. AFTER

NEW VESTIBULE IS CONSTRUCTED, THIS

AREA OF TEMPORARY BARRIERS TO BE

REMOVED.

039 SEE DRAWING 3S-101 FOR ADDITIONAL

INFORMATION REGARDING DEMOLITION OF

CONCRETE SLAB.

160 EXISTING COLUMN TO REMAIN

161 EXISTING COLUMN TO REMAIN, REMOVE

COLUMN WRAP

PLAN NORTH

10856

10853

10822

10280

KEY PLAN

10858 10859

10829

10828

0 2' 4' 8'

1/32" = 1'-0"A1

BUILDING 10280 MEANS OF EGRESS

PLAN NORTH

0 16' 32' 64'

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GENERAL NOTES:

ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2015 AS AMENDED BY UFC.

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWING DIMENSIONS AND CRITICAL DIMENSIONS OF EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO THE CONTRACTING OFFICER.

THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL FEDERAL SAFETY STANDARDS.

STRUCTURAL DESIGN DATA:

DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 AND UFC SPECIFICATIONS.

LIVE LOADS:

MECHANICAL ROOMS: 40 PSF + WEIGHT OF MECHANICAL UNITS

SLAB ON GRADE, TYPICAL: 125 PSF

MECHANICAL ROOM CEILING: 20 PSF

WIND DESIGN DATA:

BASIC WIND SPEED (3-SECOND GUST): 115MPH

WIND IMPORTANCE FACTOR (Iw): 1.0

RISK CATEGORY: II

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT (GCpi): 0.18

DESIGN WIND PRESSURE FOR COMPONENTS

AND CLADDING NOT OTHERWISE SPECIFIED: 48.4 PSF

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR (Ie): 1.0

RISK CATEGORY: II

SITE CLASS: D

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

SS: 0.162

S1: 0.063

SPECTRAL RESPONSE COEFFICIENTS:

SDS: 0.173

SD1: 0.101

SEISMIC DESIGN CATEGORY: B

BASIC SEISMIC-FORCE-RESISTING SYSTEMS ELEVATED TANK ON SYMMETRICALLY BRACED LEGS

(FOR MECHANICAL EQUIPMENT): (NOT SIMILAR TO BUILDINGS)

BASIC SEISMIC-FORCE-RESISTING SYSTEMS

(FOR MECHANICAL ROOM): LIGHT-FRAME WALL WITH SHEAR PANELS OF ALL

OTHER MATERIALS

SEISMIC RESPONSE COEFFICIENTS (Cs)

FOR MECHANICAL EQUIPMENT: 0.058

SEISMIC RESPONSE COEFFICIENTS (Cs)

FOR MECHANICAL ROOM: 0.087

RESPONSE MODIFICATION FACTORS (R)

FOR MECHANICAL EQUIPMENT: 3

RESPONSE MODIFICATION FACTORS (R)

FOR MECHANICAL ROOM: 2

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

SHOP DRAWINGS:

THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS A MINIMUM, SHOP DRAWINGS

SHALL BE SUBMITTED FOR THE FOLLOWING:

CONCRETE REINFORCEMENT

COLD-FORMED STEEL FRAMING

STEEL DECKING

FOUNDATIONS:

FOOTINGS AND FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL PRESSURE OF 2000 PSF.

EXCAVATE ANY ORGANIC MATERIALS, SILTS, CLAYS, DEBRIS OTHER UNSUITABLE MATERIALS OR LOOSE MATERIAL ENCOUNTERED UNDER SLAB AND FOOTING LOCATIONS. ALL FOOTING EXCAVATIONS SHALL BE NEAT, STRAIGHT, AND LEVEL IN THE PROPER ELEVATIONS TO RECEIVE THE CONCRETE AS SHOWN ON THESE DRAWINGS.

PLACE FILL AS NEEDED TO ATTAIN THE PROPER ELEVATION AND GEOMETRY SHOWN ON THE PLANS. STRUCTURAL FILL SHALL COMPLY WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW, AND SP. THE MATERIAL SHALL BE FREE OF CLAY, ROCK, GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION OR OTHER DELETERIOUS MATERIAL. FILL SHALL BE PLACED IN LAYERS NOT MORE THAN 4 INCHES IN LOOSE DEPTH. THE TOP 12 INCHES OF SUBGRADE AND EACH LAYER OF FILL MATERIAL SHALL BE

COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

REINFORCING STEEL AND MESH SHALL BE ACCURATELY PLACED AND SUPPORTED TO MAINTAIN THEIR POSITION

DURING CONCRETE PLACEMENT.

FOUNDATION RECOMMENDATIONS BASED ON GEOTECHNICAL REPORT BY CBC ENGINEERS DATED APRIL 16, 2018.

EXISTING STRUCTURE:

WHERE THE EXISTING STRUCTURE IS REMOVED FOR CONSTRUCTION, INSPECT AND REPLACE ANY DAMAGED

MATERIAL BEFORE REINSTALLATION PER THE ORIGINAL STRUCTURAL DRAWINGS.

STEEL DECK:

STEEL DECK SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS.

ALL STEEL DECKING SHALL CONFORM TO ANSI/SDI RD-2010 STANDARDS. STEEL DECKING SHALL BE GALVANIZED

PER ASTM A653, G60 UNLESS NOTED OTHERWISE.

MINIMUM DECK GAGES ARE SHOWN ON THE PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS.

SHORING OR HEAVIER DECK MAY BE REQUIRED FOR OTHER CONDITIONS, DEPENDING ON THE MANUFACTURER'S AND CONTRACTOR'S LAYOUT. THE DECK SUPPLIER SHALL CONFIRM THE DECK SIZE FOR THE ACTUAL LAYOUT AND PROVIDE THE ENGINEER OF RECORD WITH ENGINEERING CALCULATIONS OR PUBLISHED MANUFACTURER'S DATA VERIFYING THE SPECIFIED DECK REQUIREMENTS. PROVIDE ENGINEERED AND CHECKED SHOP DRAWINGS INDICATING LOCATION, GAGE, AND SIZE OF EACH PIECE OF DECKING. THE DRAWINGS SHALL CLEARLY SHOW WELDING DETAILS TO STRUCTURAL FRAMING AND SIDE LAP CONNECTION DETAILS. WHEREVER POSSIBLE THE

METAL DECK SHALL BE CONTINUOUS OVER ALL SPANS IN THE DIRECTION INDICATED.

ALL STEEL DECKING SHALL BE ATTACHED TO THE SUPPORTING LIGHT-GAGE FRAMING A 12 INCHES MAXIMUM ON CENTER WITH #12 TEK SCREWS. ROOF DECK SIDE LAPS SHALL BE #12 TEK SCREWS AT 12 INCHES MAXIMUM ON

CENTER.

STRUCTURAL CONCRETE:

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER-

CEMENT RATIO OF 0.45.

SPECIFIED 28-DAY COMPRESSIVE STRENGTH (f'c):

GENERAL CONCRETE STRENGTH: 4000 PSI

A CONCRETE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTH OF AT LEAST TWO 6 INCH DIAMETER BY 12 INCH TALL CYLINDERS OR AT LEAST THREE 4 INCH DIAMETER BY 8 INCH TALL CYLINDERS MADE FROM THE SAME

SAMPLE OF CONCRETE AND TESTED AT 28 DAYS.

RESULTS OF STRENGTH TESTS OF CYLINDERS CURED UNDER FIELD CONDITIONS SHALL BE PROVIDED. FIELD- CURED CYLINDERS SHALL BE CURED UNDER FIELD CONDITIONS IN ACCORDANCE WITH ASTM C31 AND SHALL BE MOLDED AT THE SAME TIME AND FROM THE SAME SAMPLES AS LABORATORY-CURED TEST SPECIMENS.

STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE

FOLLOWING REQUIREMENTS ARE MET:

A) EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED f'c AND

B) NO INDIVIDUAL STRENGTH TEST FALLS BELOW f'c BY MORE THAN 500 PSI WHEN f'c IS 5000 PSI OR LESS; OR BY MORE THAN 0.10xf'c WHEN f'c IS MORE THAN 5000 PSI.

CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2 FOR EXPOSURE CATEGORIES F0, S0, W0, C1.

CONTRACTOR (SHALL) (IS NOT REQUIRED TO) SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301

SELF-CONSOLIDATING CONCRETE IS ALLOWED.

INSTALL 3/4" CHAMFERS ON ALL EXPOSED CONCRETE CORNERS.

CURE CONCRETE USING PONDING, CONTINUOUS FOGGING, CONTINUOUS SPRINKLING, OR APPLICATION OF MATS OR FABRIC KEPT CONTINUOUSLY WET. CURE CONCRETE FOR THE LESSER OF SEVEN (7) DAYS AFTER PLACEMENT OR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH EQUAL TO AT LEAST 70% OF f'c FOR FIELD-CURED TEST

SPECIMENS IN ACCORDANCE WITH ASTM C31 TESTED IN ACCORDANCE WITH ASTM C39.

INTERIOR CONCRETE SLABS ON GRADE SHALL BE TROWEL FINISHED. FORMED SURFACES SHALL BE SURFACE FINISH-2.0 (SF-2.0) IN ACCORDANCE WITH ACI 301-16, SECTION 5.3.3.3.b. PROVIDE A RUBBED FINISH FOR ALL

FORMED SURFACES.

ALL CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR FORMWORK IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. SUBMIT MANUFACTURER'S DATA SHEET ON FORM TIES, EXPANSION JOINT MATERIAL, WATERSTOP MATERIALS AND SPLICES IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. FIELD-CURED TEST SPECIMENS MUST ATTAIN A STRENGTH EQUAL TO f'c PRIOR TO REMOVING FORMWORK THAT SUPPORTS CONSTRUCTION LOADS OR THE WEIGHT OF

STRUCTURAL MEMBERS.

GROUT SHALL BE IN ACCORDANCE WITH ASTM C1107.

CONCRETE REINFORCEMENT:

ALL CONCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTION 3.

ALL REINFORCING STEEL BARS SHALL BE ASTM A615 OR A706

MINIMUM YIELD STRENGTH OF STEEL BARS (fy) = 60 KSI

REINFORCING STEEL SHOULD BE DETAILED AND PROVIDED SUCH THAT THE NUMBER OF SPLICES ARE MINIMIZED.

LAP SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. WHERE SPLICING IS REQUIRED, THE

FOLLOWING MINIMUM SPLICE LENGTH IN INCHES SHALL BE PROVIDED:

CLASS A CLASS B

#4 BARS 25 33

#5 BARS 31 41

BENT BARS SHALL BE COLD BENT. HEAT-BENDING IS NOT PERMITTED.

BENDS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 301 SECTION 3 UNLESS NOTED OTHERWISE.

FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE OR PERMITTED

IN WRITING BY THE CONTRACTING OFFICER.

MECHANICAL ANCHORS (INTERIOR):

THE BASIS OF DESIGN FOR MECHANICAL ANCHORS SHALL BE HILTI KWIK HUS-EZ SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3027 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR. INSTALL ALL ANCHORS WITH 4 1/4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. AN ALTERNATIVE BASIS OF DESIGN IS SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-2713

MAY BE SUBSTITUTED WITH THE SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE

ADEQUATE IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

ADHESIVE ANCHORS (INTERIOR):

THE BASIS OF DESIGN FOR ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3187 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR SYSTEM. ALL REBAR SHALL CONFORM TO THE REQUIREMENTS OF THE SECTION LABELLED "CONCRETE REINFORCEMENT". INSTALL ALL REBAR WITH 4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALL HOLES SHALL BE HAMMER DRILLED. REBAR SHALL BE INSTALLED UNDER "DRY HOLE" CONDITIONS. THE MINIMUM ALLOWABLE AGE OF THE CONCRETE IS 21 DAYS. AN ALTERNATIVE BASIS OF DESIGN IS DEWALT AC200+ ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-4027 MAY BE SUBSTITUTED WITH THE

SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE

ADEQUATE IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

"DRY HOLE" MEANS THAT THE CONCRETE HAS NOT BEEN EXPOSED TO MOISTURE FOR THE PRECEDING 14 DAYS.

STRUCTURAL TIMBER:

ALL SAWN LUMBER SHALL BE HEM-FIR #2 OR BETTER UNLESS NOTED OTHERWISE. ALL SAWN LUMBER SHALL BE

GRADED ACCORDING TO WWPA GRADING RULES.

ALL PLYWOOD SHALL BE A MINIMUM OF 24 INCHES WIDE, UNSANDED, EXTERIOR GRADE, SPANNING A MINIMUM OF 3 JOISTS, RAFTERS, OR STUDS, ORIENTED WITH THE LONG DIRECTION PERPENDICULAR TO THE SUPPORTING

MEMBERS.

GLUED LAMINATED BEAMS SHALL BE DOUGLAS FIR, COMBINATION 20F-V7 OR BETTER.

ALL TIMBER (SAWN LUMBER OR GLUED LAMINATED BEAMS) SUBJECTED TO EXTERIOR USE OR IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH ALKALINE COPPER QUATERNARY TYPE D (ACQ-D), MICRONIZED COPPER AZOLE/MICRONIZED COPPER QUATERNARY (MCA/MCQ), OR CHROMATED COPPER ARSENATE, TYPE C (CCA-C). TREAT IN ACCORDANCE WITH AMERICAN WOOD-PRESERVERS' ASSOCIATION STANDARD M4, "STANDARD FOR THE CARE OF PRESERVATIVE-TREATED WOOD PRODUCTS", AT EVERY LOCATION WHERE TREATED

TIMBER IS CUT, DRILLED, BORED, OR DAMAGED IN ANY WAY.

STRUT FRAMING SYSTEM:

ALL STRUT FRAMING MEMBERS AND HARDWARE SHALL BE MANUFACTURED BY COOPER B-LINE AS A BASIS OF

DESIGN AND CONFORM TO THE FOLLOWING:

CHANNEL STRUT MEMBERS B22

CHANNEL NUTS N225

BOLTS 1/2" DIA. HHCS

MISC HARDWARE AS NOTED ON PLANS

ALTERNATIVELY, P1000 CHANNEL STRUT MEMBERS AND P1010 NUTS AS MANUFACTURED BY THE UNISTRUT

CORPORATION MAY BE USED AS AN ALTERNATIVE BASIS OF DESIGN.

USE ONE MANUFACTURER TO SUPPLY ALL CHANNELS, FASTENERS AND MISCELLANEOUS HARDWARE.

FABRICATION AND ASSEMBLY OF ALL CHANNEL STRUT COMPONENTS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE MANUFACTURER'S RECOMMENDATIONS FOR THE INSTALLATION AND ASSEMBLY OF THE SYSTEM.

ALL CONNECTIONS TO CHANNEL STRUT SHALL BE MADE THROUGH THE OPEN SLOT USING A CHANNEL NUT INSIDE

THE STRUT, UNLESS NOTED OTHERWISE.

NO SPLICES OR EXTENSIONS OF CHANNEL STRUT ARE APPROVED.

ABBREVIATIONS:

CL CENTERLINE

°F DEGREES FAHRENHEIT

DIA. DIAMETER

" INCH

(E) EXISTING

(N) NEW

ACI AMERICAN CONCRETE INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BOT BOTTOM

C CHANNEL

CET CRITICAL EXPOSURE TEMPERATURE

CL COLUMN

CONC CONCRETE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION WELD

CLR CLEAR, CLEARANCE

DIA DIAMETER

DO DITTO

DWG DRAWING

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL, EQUALLY

EW EACH WAY

FDN FOUNDATION

FT FULLY TENSIONED

f'M SPECIFIED COMPRESSIVE STRENGTH OF CLAY MASONRY OR CONCRETE MASONRY, PSI f'AAC SPECIFIED COMPRESSIVE STRENGTH OF AAC MASONRY, PSI

GA GAUGE

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL)

ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE

KIP THOUSAND POUNDS FORCE

KSI THOUSAND POUNDS PER SQUARE INCH

L STEEL ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS

NTS NOT TO SCALE

OBC OHIO BUILDING CODE

OC ON CENTER

OP OPPOSITE HAND (MIRRORED)

PL PLATE

PSI POUNDS PER SQUARE INCH

PJP PARTIAL JOINT PENETRATION WELD

RBS REDUCED BEAM SECTION

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

SC SLIP CRITICAL

SH SHEET

SIM SIMILAR

SME SUBJECT MATTER EXPERT

SQ SQUARE

STD STANDARD

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDE FLANGE ROLLED STEEL BEAM

WP WORKING POINT

WT STRUCTURAL TEE

WWF WELDED WIRE FABRIC

XS EXTRA-STRONG

M A

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D E

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4A-401C1

A3

4A-401

4A-401

A1

6' - 4"2' - 0"

38' - 0" OUTSIDE FACE OF CONCRETE

/8

MECH RM

E100

1' - 0 1/2" 1' - 0 1/2"

AA1

AAA1

AAA7

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S

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3' - 0" 25' - 3"1' - 5"

134134 134134

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135 135

A2

4A-402

149 149

4A-111

C1

TYP

A4

4A-402

A4

4A-4021

SIM SIM

A9 A10 A11

AA

MECH RM

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A3

4A-401

AAA8

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2' - 0" 6' - 4" 1' - 5" 3' - 0" 25' - 3"

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103103

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149149

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TYP

A4

4A-402

SIM

A4

4A-402

SIM

NEW WALL

EXISTING WALL

SEALANT, AT EACH EDGE

OF PRE-MANUFACTURED

EXPANSION JOINT

TYP

PRE-MANUFACTURED

EXPANSION JOINT

US Army Corps of Engineers ®

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1/4" = 1'-0"A3

BUILDING 10853 MECHANICAL ROOM E100 FLOOR PLAN

1/4" = 1'-0"A1

BUILDING 10856 MECHANICAL ROOM W100 FLOOR PLAN

Keynote Legend

Key Value Keynote Text

135 FIELD VERIFY DIMENSION BETWEEN

PROPOSED WALL AND EXISTING

COLUMN

142 3'-0" X 3'-0" LOUVER AT 6'-0" ABOVE

FINISHED FLOOR. SEE MECHANICAL

DRAWINGS.

148 PROVIDE NEW EXIT SIGN AND

EMERGENCY LIGHTING FIXTURE;

REFER TO ELECTRICAL DRAWINGS.

149 MAINTAIN NON-RATED SMOKE

PARTITION BETWEEN NEW ADDITION

AND EXISTING BUILDING; FIRESTOP OR

SEAL NEW AND EXISTING

PENETRATIONS TO RESTRICT THE

PASSAGE OF SMOKE. REFER TO LIFE

SAFETY DRAWINGS.

Keynote Legend

Key Value Keynote Text

101 NEW DOOR(S) AND FRAME. SEE DOOR

SCHEDULE

102 NEW CONCRETE PAD. SEE

STRUCTURAL DWGS.

103 NEW FLOOR DRAIN(S). SEE PLUMBING

DWGS

109 3' WIDE X 2' HIGH LOUVER AT 7' ABOVE

FINISHED FLOOR

120 DRAINAGE PIPE FROM ROOF DRAIN

134 PREPARE CONCRETE FLOOR AND

CONCRETE PADS AND APPLY CLEAN

COATING SURFACE SYSTEM TO

FLOORS AND TO ENTIRE SURFACE OF

ALL (NEW AND EXISTING) CONCRETE

PADS, ONLY IN ROOMS NOTED.

CONTRACTOR TO COORDINATE WITH

OWNER IN REGARDS TO APPLYING THE

SAME FINISH TO OTHER ROOMS. SEE

SPECIFICATIONS SECTION 096723.

REFER TO A2/4A115 FOR ROOF PLANREFER TO A2/4A115 FOR ROOF PLAN

PLAN NORTH

PLAN NORTH

10856 10858

10859

10853

10828

10829

10822

KEY PLAN

0 2' 4' 8'0 2' 4' 8'

3" = 1'-0"C1

2" EXPANSION JOINT WALL

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1/2" PER FOOT 1/2" PER FOOT

1/2" PER FOOT 1/2" PER FOOT 1/2" PER FOOT 1/2" PER FOOT

1/2" PER FOOT 1/2" PER FOOT

143 143 143

143 143 143

A4

4A-402

C2

4A-402

C3

4A-402

SUBSTRATE

INSULATION

NOTES:

1.

HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2"2.

3.

BEYOND CLAMPING RING AND SHOULD NOT BE

SMALLER THAN THE DIAMETER OF THE LEADER PIPE.

REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION.

WATERBLOCK MIN. OF 1/2 OF 10 OZ4.

TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK

FOR LARGER DRAINS.

IF FIELD SEAM EDGE IS WITHIN 9" OF DRAIN COMPRESSION

RING, EPDM TARGET PATCH REQUIRED.

SUMP AREA FIELD SEAM REQUIREMENTS:

A.

BONDING ADHESIVE

EPDM MEMBRANE

CONTINUOUS BEAD OF

WATERBLOCK (TYP., SEE NOTES)

COMPRESSION RING

STRAINER BASKET

INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE

INSULATION WITH APPROPRIATE BONDING

SURFACE.

SUBSTRATE

INSULATION 1/2"MIN.

SEE NOTES

BONDING ADHESIVE

CONTINUOUS BEAD OF

WATERBLOCK

COMPRESSION RING

STRAINER BASKET

(SEE NOTES)

EPDM MEMBRANE

SHEATHING SHEATHING

INSULATION

MEMBRANE ROOF AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON MEMBRANE

COATED METAL FLASHING

METAL COLLAR

DOUBLE-WALL TUBE / PIPE

SEALANT

METAL ROOF DECK

8" MIN.

M

IN

1/2" SPACING 1/2" SPACING

M

IN

INSULATION

MEMBRANE ROOF AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON MEMBRANE

COATED METAL FLASHING

MEMBRANE - COATED

METAL FLASHING

RAIN HOOD & CLAMP

WITH SEALANT

DOUBLE-WALL TUBE / PIPE

SEALANT

METAL ROOF DECK

8" MIN.

1/2" SPACING 1/2" SPACING

M

IN

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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1/4" = 1'-0"A2

BUILDING 10853 MECHANICAL ROOM E100 ROOF PLAN

Keynote Legend

Key Value Keynote Text

113 2" EXPANSION JOINT BETWEEN EXISTING

BUILDING AND NEW BUILDING. CUT

EXISTING METAL PANEL AND TAKE

EXPANSION JOINT BACK TO EXISTING CMU

BEHIND. REFER TO DETAIL C2/4A-402.

119 ROOF DRAIN, REFER TO DETAIL C2/4A115.

TAPER INSULATION AS INDICATED.

143 VENT OR FLUE PIPE, PENETRATING ROOF.

SEE DETAIL C1/4A-115 FOR BOILER STACK

PENETRATION. SEE DETAIL B1/4A-115 FOR

SMALLER VENT PIPE PENETRATION. SEE

MECHANICAL DWGS.

503 PRE-FINISHED METAL COPING

505 FULLY ADHERED SINGLE PLY EPDM

MEMBRANE

SIMILAR FOR BUILDING 10856 MECHANICAL ROOM W100

10856 10858

10859

10853

10828

10829

10822

KEY PLAN

PLAN NORTH

6" = 1'-0"C2

ROOF DRAIN DETAIL

0 2' 4' 8'

1 1/2" = 1'-0"B1

PIPE PENETRATIONS

1 1/2" = 1'-0"C1 Pipe Penetration - Boiler Stack

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10' - 0"10' - 0"

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US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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1/4" = 1'-0"A3

BLDG 10853 MECHANICAL ROOM E100 BUILDING SECTION

1/4" = 1'-0"A1

BLDG 10853 MECHANICAL ROOM E100 EXTERIOR NORTH ELEVATION

1/4" = 1'-0"C1

BLDG 10853 MECHANICAL ROOM E100 EAST EXTERIOR ELEVATION

Keynote Legend

Key Value Keynote Text

113 2" EXPANSION JOINT BETWEEN

EXISTING BUILDING AND NEW

BUILDING. CUT EXISTING METAL

PANEL AND TAKE EXPANSION JOINT

BACK TO EXISTING CMU BEHIND.

REFER TO DETAIL C2/4A-402.

301 EXISTING COLUMN BEYOND

303 PRE-CAST WALL PANEL SYSTEM

INCLUDING 3" CONCRETE EACH SIDE

AND 4" INSULATION, TEXTURE AND

COLOR TO MATCH EXISTING BUILDING

304 GROUND PLANE

305 3'-0" X 2'-0" LOUVER AT 7'-0" ABOVE

FINISHED FLOOR

306 FACTORY FINISHED METAL COPING

307 EXTERIOR HOLLOW METAL DOOR AND

FRAME, REFER TO DOOR SCHEDULE

309 EXTERIOR LIGHT FIXTURE. SEE

ELECTRICAL DWGS.

323 3'-0" X 3'-0" LOUVER AT 6'-0" ABOVE

FINISHED FLOOR

344 ALIGN EDGE OF REVEAL WITH

OVERHANG OF EXISTING BUILDING

345 ALIGN EDGE OF REVEAL WITH EDGE

OF DOOR FRAME

365 OVERFLOW ROOF DRAIN - SCUPPER,

1'-0"W X 8"H, 2" ABOVE ROOF.

366 MITER CORNERS OF WALL PANELS,

REFER TO DETAIL C3/4A-401.

370 1" WIDE REVEAL IN PRE-CAST WALL

PANEL

371 ROOF DECK, BEAMS AND ALL

EXPOSED ITEMS AT CEILING TO BE

PAINTED PT-1

SIMILAR FOR BLDG 10856 MECHANICAL ROOM W100

SIMILAR FOR BLDG 10856 MECHANICAL ROOM W100 SIMILAR FOR BLDG 10856 MECHANICAL ROOM W100

3" = 1'-0"C3

MITER CORNER DETAIL

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18' - 0"

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4A-402

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FINISHED FLOOR

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3/4" = 1'-0"A4

WALL SECTION

1 1/2" = 1'-0"D3

WALL DETAIL - TOP

1 1/2" = 1'-0"A3

WALL DETAIL - BOTTOM

1 1/2" = 1'-0"C2

DETAIL AT EXISTING WALL

3/4" = 1'-0"A1

SECTION AT EXISTING WALL

1 1/2" = 1'-0"A2

LOUVER DETAIL

1 1/2" = 1'-0"B3

ROOF DETAIL AT EXTERIOR WALL

Keynote Legend

Key Value Keynote Text

113 2" EXPANSION JOINT BETWEEN EXISTING BUILDING

AND NEW BUILDING. CUT EXISTING METAL PANEL AND

TAKE EXPANSION JOINT BACK TO EXISTING CMU

BEHIND. REFER TO DETAIL C2/4A-402.

370 1" WIDE REVEAL IN PRE-CAST WALL PANEL

371 ROOF DECK, BEAMS AND ALL EXPOSED ITEMS AT

CEILING TO BE PAINTED PT-1

501 NEW 6" CONCRETE EQUIPMENT PAD

502 COPING ANCHOR CLIP

503 PRE-FINISHED METAL COPING

504 2X WOOD NAILER

505 FULLY ADHERED SINGLE PLY EPDM MEMBRANE

506 BONDING ADHESIVE PER EPDM MANUFACTURER'S

RECOMMENDATIONS

507 BEAM, REFER TO STRUCTURAL DRAWINGS

509 PRE-CAST WALL PANEL SYSTEM INCLUDING 3"

CONCRETE EACH SIDE AND 4" INSULATION, TEXTURE

AND COLOR TO MATCH EXISTING BUILDING

510 ANCHOR CLIP FASTENERS

511 1 1/4" HOT DIPPED GALVANIZED ROOF NAILS @ 4" O.C.

512 CANT STRIP

513 TAPER INSULATION PER ROOF PLANS

514 SPLICE TAPE

515 CLEAN AND PRIME PRIOR TO USING SPLICE TAPE

516 RIGID INSULATION AND FASTENER, SEALANT OVER

FASTENER

517 STOP FURRING AND PLYWOOD AT BOTTOM OF BEAM

518 METAL ROOF DECK, SEE STRUCTURAL

519 1/2" COMPRESSIBLE FILLER AND SEALANT BETWEEN

NEW SLAB AND EXISTING BUILDING

520 REINFORCED CONCRETE FOOTING, SEE STRUCTURAL

521 2" RIGID PERIMETER AND SLAB INSULATION

522 CONCRETE SLAB ON GRADE, SEE STRUCTURAL

523 4" GRAVEL LAYER

524 FINISHED GRADE SLOPES AWAY, APPROXIMATE

LOCATION, SEE CIVIL

525 1 1/2" NON-SHRINK METALLIC GROUT

526 7/8" METAL FURRING AT 24" O.C.

527 3/4" PLYWOOD, PAINTED

528 1/2" COMPRESSIBLE FILLER AND SEALANT

529 6" METAL STUD @ 16" O.C. WITH (2) LAYERS OF 5/8" GYP

BD.

533 ROOFING COVER BOARD PER ROOFING

MANUFACTURER'S RECOMMENDATIONS

534 OUTER FACE OF EXISTING METAL PANEL

535 SAWCUT REGLET FOR RECEIVER FLASHING IN

EXISTING JOINT IN CMU (BEHIND EXISTING METAL

PANEL). PROVIDE TOOLED SEALANT IN JOINT.

536 CONTINUOUS PRE-FINISHED METAL COUNTER

FLASHING, SECURE TO RECEIVER FLASHING WITH

SELF TAPPING SCREWS @ 12" O.C. SCREWS TO HAVE

NEOPRENE/STAINLESS STEEL WASHER.

537 WELDED PLATE CONNECTION, SEE STRUCTURAL

DRAWINGS

538 PAINTED STRUCTURAL STEEL COLUMN, SEE

STRUCTURAL DRAWINGS

539 SEALANT, ALL AROUND

540 RETURN PLYWOOD TO LOUVER

541 SHIM

542 LOUVER, REFER TO ELEVATIONS FOR SIZE. IF

EXISTING WALL, SAW CUT WALL TO INSTALL. ATTACH

TO CONCRETE PANELS PER MANUFACTURERS

RECOMMENDATIONS. SEE MECHANICAL DRAWINGS.

544 MULTI-PURPOSE FLASHING CEMENT

545 CONTINUOUS FACTORY FINISHED METAL RECEIVER

FLASHING, ATTACHED @ 4" O.C.

546 BACKER ROD AND SEALANT

547 METAL FLASHING WITH DRIP EDGE

548 2" ROOF EXPANSION JOINT

549 ANCHOR PER ROOFING MANUFACTURER'S

REQUIREMENTS. SEAL ANCHOR HEADS WITH

GENERAL PURPOSE SEALANT

550 FORM FLASHING

551 PRE-FINISHED WELDED METAL SLEEVE. COLOR TO

MATCH ADJACENT WALL SURFACE. ROUND ALL METAL

FLANGE CORNERS. REMOVE ALL CONTAMINANTS

FROM METAL SURFACES BEFORE SPLICING.

552 EXPANSION JOINT. SEE SPECIFICATIONS.

553 CONDENSATE SEAL AND INSULATION

554 COMPACTED BACKFILL EARTH

555 UNDISTURBED EARTH

556 CUT EXISTING METAL PANEL AND RIGID INSULATION AT

DEPTH SHOWN.

557 RIGID INSULATION, R-25 MIN

1 1/2" = 1'-0"C3

SCUPPER DETAIL

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum…