Amendment 0005 - WVA B125 Reno - Plans.pdf

WALL STUD

GAP TO ALLOW FOR

VERTICAL DEFLECTION.

FIRESAFE / SEAL TIGHT

TO DECK AS REQ'D PER

WALL TYPE

ATTACH TRACK TO STRUCTURE

AS REQ'D PER DESIGN.

DEEP LEG DEFLECTION TRACK.

MEMBER SIZE AS REQ'D

PER DESIGN.

DEEP LEG CAPPING TRACK.

MEMBER SIZE AS REQ'D

PER DESIGN.

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NO ATTACHMENT

TRACK TO TRACK.

(1)#10-16 SCREW AT

EACH FLANGE.

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SIDE VIEW

SIDE VIEW

NOTE: INSIDE DIMENSION OF OUTER TRACK

TO BE 1/8" MORE THAN STUD DEPTH.

CONTRACTOR TO VERIFY

GAP DEPTH IN FIELD

EXISITNG ROOF STUCTURE

FIRESAFE / SEAL

TIGHT TO DECK

AS REQ'D PER

WALL TYPE

Top

Plan

Base

Wall 'GYP7a'

(7 1/4" wide - 7" Nominal)

5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUDS

@ 16" O.C.

BRACING REQ'D

WHERE GYP BD

DOES NOT

CONTINUE TO U/S

OF DECK ABOVE

DECK ABOVE

PROVIDE

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

Wall 'GYP7a-1hr' 60 min. (UL U419)

(7 1/2 wide - 8" Nominal)

5/8" TYPE "X"

GYPSUM BOARD

EACH SIDE

6" METAL STUDS

@ 16" O.C.

3" SAFB SOUND

ATTENUATION

FIRE BLANKET

DECK ABOVE

FIRESAFE / SEAL

TIGHT TO DECK,

SEE NOTES

PROVIDE

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

5/8" MOISTURE

RESISTANT

GYPSUM BOARD

ONE SIDE

3 5/8" 20 GAUGE

METAL STUDS @

16" O.C.

Wall 'FR4-mr'

(4 1/4" Wide - 4" Nominal)

PROVIDE

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

3" SAFB SOUND

ATTENUATION

FIRE BLANKET

DECK ABOVE

Wall 'GYP7a-IMP'

(7 1/4" wide - 7" Nominal)

5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUDS

@ 16" O.C.

BRACING REQ'D

WHERE GYP BD

DOES NOT

CONTINUE TO U/S

OF DECK ABOVE

DECK ABOVE

PROVIDE

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

Wall 'GYP7a-1hr-IMP' 60 min. (UL U419)

(7 1/2 wide - 8" Nominal)

5/8" TYPE "X"

GYPSUM BOARD

EACH SIDE

6" METAL STUDS

@ 16" O.C.

3" SAFB SOUND

ATTENUATION

FIRE BLANKET

DECK ABOVE

FIRESAFE / SEAL

TIGHT TO DECK,

SEE NOTES

PROVIDE

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

3" SAFB SOUND

ATTENUATION

FIRE BLANKET

GLASS FIBER REINFORCED

GYPSUM (GFRG) PANELS TO

4' AFF @ MANUF. & RECEIVING

AREAS (BOTH SIDES) - SEE

FINISH SCHEDULE

GLASS FIBER REINFORCED

GYPSUM (GFRG) PANELS TO

4' AFF @ MANUF. AREA (ONE

SIDE) - SEE FINISH SCHEDULE

WALL TYPE NAMING CONVENTION

TYPES

INTERIOR GYPSUM WALLS

GYP STANDARD GYPSUM WALLS (GYPSUM BOTH SIDES ON METAL STRUCTURE)

FR GYPSUM FURRED-OUT WALLS (GYPSUM ON ONE SIDE ON METAL STRUCTURE)

SHFT SHAFT WALLS (GYPSUM SHAFT WALLS ON METAL STRUCTURE)

INTERIOR CONCRETE WALLS

CMU STANDARD CONCRETE MASONRY UNIT WALLS

CBB CONCRETE BACKER BOARD ON METAL STRCUTURE

SPECIAL HYPHENATED INDICATORS

(PROJECT SPECIFIC MODIFIERS - ONLY IF REQ'D)

-BLB BALLISTIC-BLAST

-IMP IMPACT RESISTANT

-LDL LEAD LINING

-SCM SECURITY MESH

LETTER INDICATOR

a ACOUSTIC g WITH ADDED GYPSUM SUBSTRATE LAYER h HAT CHANNELS (IN LIEU OF METAL STUDS) s SMOKE

DUR DEMOUNTABLE

HYPHENATED INDICATOR (RATED ASSEMBLY)

-1hr 1 HOUR (60 MIN) FIRE RATED ASSEMBLY -2hr 2 HOUR (120 MIN) FIRE RATED ASSEMBLY -3hr 3 HOUR (180 MIN) FIRE RATED ASSEMBLY -4hr 4 HOUR (240 MIN) FIRE RATED ASSEMBLY

NUMBER INDICATOR

2 2 inches thick (nominal) 3 3 inches thick (nominal) 4 4 inches thick (nominal) 5 5 inches thick (nominal) 6 6 inches thick (nominal) 7 7 inches thick (nominal) 8 8 inches thick (nominal) 9 9 inches thick (nominal) 10 10 inches thick (nominal) 11 11 inches thick (nominal) 12 12 inches thick (nominal)

Wall 'GYP7a-1hr-IMP' 60 min. (UL U419)

(7 1/2 wide - 8" Nominal)

EXISTING STOREFRONT MULLION

FIRE STOP SEALANT

BLOCKING AS REQUIRED

5/8" TYPE "X" GYPSUM BOARD, TYP.

RUBBER BASE AS SCHEDULED

ANCHOR TO FLOOR WITH. 145°

POWER DRIVEN FASTENERS @ 16" OC.

5/8" GWB & STUDS PER

ASSEMBLY DESIGNATED

2"

/4

US Army Corps of Engineers ®

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LEGAL ENTITY:

ARCADIS U.S., INC. 80-A005

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AMENDMENT 0005

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SCALE: 1" = 1'-0"

DEFLECTION TRACK DETAIL

INTERIOR PARTITION WALL TYPES

SCALE: 1 1/2" = 1'-0"80-A115

1 PLAN DETAIL @ EXISTING MULLION

SCALE: 3" = 1'-0"

TYP. WALL BASE DETAIL

PARTITION NOTES:

1. PROVIDE 5/8" WATER RESISTANT GWB IN LIEU OF STANDARD DUTY GWB ON THE FACE LAYER OF ALL

PARTITIONS IN WET LOCATIONS AND BEHIND NEW PLUMBING FIXTURES.

2. FIRE SAFE OPENINGS FORMED AT UNDERSIDE OF FLUTED DECK AS REQUIRED AT ALL FIRE RATED PARTITIONS. SEE SHEET 80-A504 TYPICAL FIRE PENETRATION DETAILS & ASSEMBLY RATINGS

3. PROVIDE CONTROL JOINTS IN FACE OF GWB PARTITIONS AS RECOMMENDED BY STEEL STUD

MANUFACTURER.

4. SEE DETAIL 3/A303 FOR IDF CLOSETS 144a/b/c PARTIAL WALLS TO BE 10'-0" HIGH.

5. PARTITIONS & DRYWALL MAY TERMINATE 6” ABOVE CEILING OF NON-FIRE-RATED ASSEMBLIES IF IT IS

DETERMINED THAT BRACING IS NOT REQUIRED PER SPECIFICATION SECTION 05 40 00.

0' 1' 2'

0' 1' 2'0' 6" 1'9"3"

A. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL

FINISH INFORMATION.

B. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE

EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE.

C. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF THE

COR. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW.

D. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES TO BE

MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR

SELECTED BY THE COR.

E. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2)

COATS OF ZERO VOC LATEX SEMI-GLOSS ENAMEL OVER PROPERLY PRIMED

SURFACE. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME E SPREAD

AND SMOKE DEVELOPED PER FBC2010 TABLE 803.5 & 803.1. COLOR TO MATCH

EXISTING.

F. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY

GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST.

COLOR TO MATCH EXISTING.

G. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE

A.10.2.2 2012 EDITION, & LOCAL FIRE PREVENTION CODE.

H. WALL & BASE FINISHES TO BE PROVIDED IN EXISTING AREAS AT NEW WALLS

LOCATIONS ONLY, BOTH SIDES.

FLOOR FINISHES

EPXY1

MATERIAL: STONE HARD EPOXY TOPCOAT.

APPLIED TO SHOW COLOR DIFFERENTIATION BETWEEN

AILES AND PRODUCTION AREAS.

SYSTEM COMPONENTS: MANUFACTURER'S STANDARD

COMPONENTS THAT ARE COMPATIBLE WITH EACH OTHER &

AS FOLLOWS:

1. MORTAR BASE:

A. MATERIAL: EXISTING EPOXY FLOOR

B. CORE TEST REQUIRED TO DETERMINE

EXISTING BASE LAYER WHICH SHALL BE A

SLURRY OR STEEL TROWEL MORTAR WITH A

THICKNESS OF 1/8" MIN. & SHOULD INCLUDE

AMINES, RESINS AND AGGREGATE TO FORM

A MORTAR BASE.

C. PREP: HEAVY MECHANICAL ABRADING OF

THE EXISTING TOPCOAT VIA PLANETARY

GRINDERS, HAND DIAMOND GRINDERS, ETC.

TO GET AN OPEN PROFILE FOR BONDING

NEW RESINS. AFTER MECHANICAL PREP, ALL

LOOSE DEBRIS SHOULD BE VACUUMED UP

TO LEAVE BEHIND A CLEAN SURFACE.

2. PRIMER:

A. MATERIAL: TWO-COMPONENT, EPOXY BASED

PRIMING SYSTEM

B. APPLICATION METHOD: SQUEEGEE AND

BACKROLL AND ALLOW TO FULLY CURE

C. NUMBER OF COATS: (1) ONE @ 6-8 MILS.

3. TOPCOAT:

A. MATERIAL: A TWO-COMPONENT, 100%

SOLIDS, BISPHENOL-F EPOXY TOPCOAT

B. APPLICATION METHOD: MIX 90 GRIT SILICA

BAGS WITH THE AMINES AND RESINS OF THE

TOPCOAT. SQUEEGEE AND FINISH ROLL.

C. TYPE: PIGMENTED; COR TBD FROM

STANDARD

D. TEXTURE: 90 GRIT SILICA

E. NUMBER OF COATS: (1) ONE @ 6-8 MILS.

F. 4" INTEGRAL BASE

WARRANTY: MANUFACTURER SHALL FURNISH A SINGLE,

WRITTEN WARRANTY COVERING BOTH MATERIAL AND

WORKMANSHIP FOR A PERIOD OF (1) FULL YEAR FROM DATE

OF INSTALLATION, OR PROVIDE A JOINT AND SEVERAL

WARRANTY SIGNED ON A SINGLE DOCUMENT BY MATERIAL

MANUFACTURER AND APPLICATOR JOINTLY AND SEVERALLY

WARRANTING THE MATERIALS AND WORKMANSHIP FOR A

PERIOD OF (1) FULL YEAR FROM DATE OF INSTALLATION. A

SAMPLE WARRANTY LETTER MUST BE INCLUDED WITH BID

PACKAGE OR BID MAY BE DISQUALIFIED.

VCT1 MATERIAL: VINYL COMPOSITION TILE (ASTM F1066)

TOTAL THICKNESS: 0.125 " (3.18 MM)

STYLE / COLOR: COR TBD FROM

STANDARD COLORS

SIZE: 12"x12" INSTALL: MONOLITHIC

INSTALL METHOD: DIRECT GLUE DOWN

VCT2 MATERIAL: VINYL TILE TO MATCH EXISTING

TOTAL THICKNESS: MATCH EXISTING

STYLE / COLOR: MATCH EXISTING

SIZE AND INSTALL: MATCH EXISTING

LVT1 BID OPTION 9: OFFICES AND ADMIN AREA

MATERIAL: LUXURY VINYL TILE (ASTM F1700)

TOTAL THICKNESS: 0.120 " (3.05 MM)

STYLE / COLOR: COR TBD FROM

STANDARD COLORS

SIZE: 12"x36" INSTALL: VERTICAL ASHLAR

INSTALL METHOD: DIRECT GLUE DOWN

WOM1 MATERIAL: WALK-OFF MAT TO MATCH EXISTING

STYLE: ENTRANCE MAT

COLOR: MATCH EXISTING

WALL / CEILING FINISHES

PT1 MATERIAL: PAINT

COLOR: TO MATCH EXISTING

FINISH: SATIN LATEX

PT2 MATERIAL: PAINT

COLOR: TO MATCH EXISTING

DRYFALL SPRAY APPLIED

PT3 MATERIAL: PAINT

COLOR: 6’-7' TAN WAINSCOTT W/

WHITE ABOVE TO MATCH EXISTING

FINISH: SATIN LATEX

ACT1 MATERIAL: ACUSTICAL CEILING TILE

STYLE: SQUARE LAY-IN 15/16"

SIZE: 24" X 48"

THICKNESS: 3/4"

COLOR: WHITE

ACT2 MATERIAL: MOISTURE RESISTANT

ACUSTICAL CEILING TILE

STYLE: SQUARE LAY-IN 15/16"

W/SAG/HUMIDITY RESISTANCE

SIZE: 24" X 48"

THICKNESS: 3/4"

COLOR: WHITE

MILLWORK

SS-1 MATERIAL: SOLID SURFACE

SEE SPECIFICATION

COLOR: COR TBD FROM

STANDARD COLORS

LOCATION: COUNTER TOPS

PL-1 MATERIAL: PLASTIC LAMINATE

SEE SPECIFICATION

COLOR: COR TBD FROM

STANDARD COLORS

LOCATION: CABINETS

BASE FINISHES

VB1 MATERIAL: VINYL BASE

COLOR: TO MATCH EXISTING

THICKNESS: 1/8″ (3.175mm)

STYLE: COVE

SIZE: 4", MITER ALL CORNERS

ACT = ACOUSTICAL CEILING TILE

BOD = BASIS OF DESIGN

CONC = CONCRETE

COR = CONTRACTING OFFICER REPRESENTATIVE

EPXY = EPOXY

ETR = EXISTING TO REMAIN

GFRG = GLASS FIBER REINFORCED GYPSUM

LVT = LUXURY VINYL TILE

PL = PLASTIC LAMINATE

PT = PAINT

SS = SOLID SURFACE

TBD = TO BE DETERMINED

VB = VINYL BASE

VCT = VINYL COMPOSITE TILE

WOM = WALK-OFF MAT

EXISTING

CARPET

VINYL TRANSITION STRIP

VINYL FLOORING

2 1/2"

/4

/8

VINYL FLOORING VINYL TRANSITION STRIP EPOXY TOPCOAT

2 1/2"

/8

CARPET

VINYL TRANSITION STRIP

VINYL FLOORING

2 1/2"

/8

/8

EXISTING

CARPET

VINYL TRANSITION STRIP

EPOXY TOPCOAT

2 1/2"

/4

FEATHER AS NEEDED

W/SLOPE OF 1:12 MAX.

NEW EPOXY TOP COAT

EXISTING EPOXY TOPCOAT

US Army Corps of Engineers ®

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AMENDMENT 0005

GENERAL FINISH NOTES:FINISH SPECIFICATIONSROOM FINISH SCHEDULE

NUMBER ROOM NAME F

L O

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CoF B A

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WALLS CEILING

REMARKSN

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101 ADMIN ROOM VCT1 0.50 VB1 PT1 PT1 PT1 PT1 ACT1 9' - 0"

104 RECEIVING (EXPANSION) CONC 0.60 VB1 PT1 ETR ETR ETR EXP/PT2 X GFRG BOARD TO 48" AFF, EXPOSED PIPE TO BE PTD

PER ANSI (SEE PIPE COLOR LEGEND)

109 MANUFACTURING SHOP AREA EPXY1 0.60 EPXY1 ETR ETR PT1/PT

PT1/PT

EXP/PT2 X GFRG BOARD TO 48" AFF, EXPOSED PIPE TO BE PTD

PER ANSI (SEE PIPE COLOR LEGEND)

111 OFFICE AREA LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR 13' - 3" BID OPTION 9: NEW FLOOR AND WALL FINISHES

112 SECURITY OFFICE VCT1 0.50 VB1 PT1 PT1 PT1 PT1 ACT1 9' - 8"

113 CORRIDOR VCT2 0.50 VB1 ETR PT1 PT1 PT1 ETR 9' - 8"

114 EXISTING CORRIDOR CONC 0.50 VB1 ETR ETR PT1 PT1 ETR

133 MOMS RM VCT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR 13' - 3"

143a IDF1a CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0"

143b IDF1b CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0"

143c IDF1c CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0"

144a IDF2a CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0" DIAMAND PLATE WALL PROTECTION PANELS TO 48”

AFF ON OUTSIDE FACE

144b IDF2b CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0" DIAMAND PLATE WALL PROTECTION PANELS TO 48”

AFF ON OUTSIDE FACE

144c IDF2c CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0" DIAMAND PLATE WALL PROTECTION PANELS TO 48”

AFF ON OUTSIDE FACE

176 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

177 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

178 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

179 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

180 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

181 OFFICE LV1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

182 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

183 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

184 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

185 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

186 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES

191 VESTIBULE VCT1 /

WOM1

0.50 VB1 PT1 PT1 PT1 ETR ACT2 13' - 3"

197 RECEIVING CONC 0.50 VB1 PT1 ETR ETR ETR ETR X GFRG BOARD TO 48" AFF, EXPOSED PIPE TO BE PTD

PER ANSI (SEE PIPE COLOR LEGEND)

ABBREVATIONS

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SCALE: 12" = 1'-0"

FLOOR TRANSITION DETAIL T1

SCALE: 12" = 1'-0"

FLOOR TRANSITION DETAIL T3

SCALE: 12" = 1'-0"

FLOOR TRANSITION DETAIL T4

0' 1" 2"

FLOOR TRANSITION DETAIL T2

SCALE: 3" = 1'-0"

FLOOR TRANSITION DETAIL T5

2"

SCHED.

SEE

2"

S E

E S

C H

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H.M.

FRAME

F1

D4 D1

SCHED.

SEE

S E

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C H

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D2

SCHED.

SEE

S E

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C H

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6"

6"

S E

E S

C H

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SEE SCHED.

HOOD W/COVER

D3

SCHED.

SEE

S E

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C H

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F R

O M

F F

M A

X

F R

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F F

M A

X

TYP

6"

1/4" SAFTY GLASS

2' - 0"

LOUVER

VISION PANEL PER

MANUF. STANDARD

1. HARDWARE FINISHES TO BE BRUSHED STAINLESS UNO.

2. COORDINATE DOOR HARDWARE WITH ELECTRICAL.

3. COORDINATE DOOR HARDWARE WITH THE COR SECURITY SYSTEM.

4. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE SETS

5. HM DOORS AND HM FRAMES TO BE PAINTED TO MATCH EXISTING UNO.

6. STANDARD STOREFRONT DOOR HARDWARE WITH STOREFRONT SYSTEM.

7. PROVIDE DOOR SILENCERS FOR ALL DOORS.

8. PROVIDE DUST PROOF STRIKES FOR FLUSH BOLTS AND VERTICAL RODS.

9. MOTORIZED HI-SPEED FABRIC DOOR W/ MOTION SENSOR ON BOTH SIDES OF THE WALL TO OPEN

AUTOMATICALLY ON APPROACH. THE BOTTOM OF THE DOOR IS REQUIRED TO HAVE A SOFT-EDGE.

THESE SHOULD ALSO BE PROVIDED WITH A HOOD COVER, A VISION PANEL, BREAK-AWAY TABS, AND

MANUAL BACK-UP CHAIN

CLA = CLEAR ANODIZED

F = FIRE RATE TEMPERED GLASS

FAB = HIGH SPEED FABRIC DOOR

HM = HOLLOW METAL

INS = INSULATED GLASS

PF = PRE-FINISHED (BY MANUFACTURER)

PT = PAINT

ST = STAINED

STL = STEEL

W = WIRE GLASS

WD = WOOD

T = TEMPERED GLASS

W = WIRE CLASS

WD = WOOD

1/2"1/2"

BATT

INSULATION

LIGHT GAUGE

FRAMING

HEADER

5/8" GYPSUM BOARD

AS SCHEDULED SEE

PLAN FOR WALL TYPE

HM FRAME

/2

/2

5/8" GYPSUM BOARD

AS SCHEDULED SEE

PLAN FOR WALL TYPE

2"

3 5/8" METAL STUDS

HM FRAME

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SEE PLAN FOR

WALL TYPE

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RAPID ROLL INSTALL

PER MANUFACTURER

INSTRUCTIONS

16GA GALV.

BEND PLATE

SEE PLAN FOR WALL

TYPE

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3 - 12GA STRUCT STUDS

WITH 12GA PLATE TO

BOTTOM OF ROOF DECK

RAPID ROLL DOOR &

TRACK INSTALL PER

MANUFACTURER

INSTRUCTIONS

16GA GALV.

BENT PLATE

HM FRAME

BEYOND

FINISH FLOOR

/4

DOOR AS SCHEDULED

DOOR

UNDERCUT

CF STUD WALL

BEYOND

SOFT-EDGE

WEATHERSEAL

CLOSURE

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E Q

U A

L

V.I.F.

EQUAL

V.I.F.

EQUAL

V.I.F.

EQUAL

V.I.F.

EQUAL

NEW 2"X2" SQUARE OPENING

STEEL WIRE MESH IN 2”X2”

SQUARE STEEL FRAME

BOLTED INTO SURROUNDING

BRICK / CONCRETE W/3/8"X3"

ANCHOR BOLTS TOP &

BOTTOM, WHITE FINISH, TYP.

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NEW TINTED SECURTIY FILM TO

BE APPLIED TO INSIDE FACE OF

ALL EXISTING STOREFRONT

PANES, TYP. SEE SPEC FOR

INSTALLATION TOLERANCES.

CONTRACTOR IS TO PREPARE

AND CLEAN THE WINDOW AS

NECESSARY AND NOTIFY

USACE OF ANY WINDOW

DISCREPANCIES PRIOR TO FILM

INSTALLATION. FILM

INSTALLATION IS TO PRODUCE

ZERO AIR BUBBLES OR GAPS.

F O

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IN

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A L

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N

COL

EXISTING MASONARY

TO REMAIN

EXISTING STOREFRONT

SYSTEM TO REMAIN

NEW 2"X2" SQUARE OPENING STEEL WIRE

MESH IN 2”X2” SQUARE STEEL FRAME

BOLTED INTO SURROUNDING BRICK /

CONCRETE W/3/8"X3" ANCHOR BOLTS

TOP & BOTTOM, WHITE FINISH, TYP.

NEW TINTED SECURTIY FILM TO BE APPLIED TO INSIDE

FACE OF ALL EXISTING STOREFRONT PANES, TYP. SEE

SPEC FOR INSTALLATION TOLERANCES. CONTRACTOR IS

TO PREPARE AND CLEAN THE WINDOW AS NECESSARY

AND NOTIFY USACE OF ANY WINDOW DISCREPANCIES

PRIOR TO FILM INSTALLATION. FILM INSTALLATION IS TO

PRODUCE ZERO AIR BUBBLES OR GAPS.

2" MIN.2"

VIF

1"

ALIGN

V .I

.F

5'-6" @ EXISTING SINGLE DOOR, V.I.F.

+/- 9' - 9 1/2" ALIGN W/CL OF MULLIONS @ DOOR 001, V.I.F.

SLOPE 1/4" PER FOOT MIN.

EXISTING STOREFRONT

METAL CANOPY, SEE

STRUCT. DETAILS

METAL GUTTER

METAL FLASHING

W/SEALANT @ GLAZING

SHIM AS REQ'D

2' - 6" 2' - 6" 4" 1

M

IN

BOLLARD, BOTH SIDES - SEE CIVIL

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

US Army Corps of Engineers ®

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AMENDMENT 0005

DOOR SCHEDULE

DOOR NO.

DOOR

FIRE

RATING

FRAME

HARDWARE SECURITY COMMENTS:

SIZE

MATERIAL FINISH ELEVATION MATERIAL FINISH ELEVATION

DETAIL

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

001 6' - 1 21/32" 7' - 0" ALUM/GLASS MATCH

EXIST

ALUM MATCH

EXIST

SET 4 EXIST CAC REPLACE EXTERIOR DOUBLE DOORS, FRAMES, & CENTER MULLION TO MATCH

EXISTING. PREP FOR NEW HARDWARE, ALIGN, & REINSTALL.

002 6' - 0" 7' - 0" ALUM/GLASS MATCH

EXIST

ALUM MATCH

EXIST

SET 4 EXIST CAC REPLACE EXTERIOR DOUBLE DOORS, FRAMES, & CENTER MULLION TO MATCH

EXISTING. PREP FOR NEW HARDWARE, ALIGN, & REINSTALL.

101 3' - 0" 7' - 0" 1 3/4" HM PT D3 HM PT F1 H1 J1 S1 SET 4

109A 6' - 0" 7' - 0" 1 3/4" HM PT D2 (PR) 60 MIN HM PT F1 H1 J1 S1 SET 2 CAC

109B 6' - 0" 7' - 0" 1 3/4" HM PT D2 (PR) 60 MIN HM PT F1 H1 J1 S1 SET 2 CAC

109C 6' - 0" 7' - 0" 1 3/4" HM PT D2 (PR) 60 MIN HM PT F1 H1 J1 S1 SET 2 CAC

112 3' - 0" 7' - 0" 1 3/4" HM PT D3 HM PT F1 H1 J1 S1 SET 1 CAC

143A 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY

143B 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY

143C 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY

144A 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY

144B 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY

144C 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY

191 6' - 0" 7' - 0" 1 3/4" HM PT D3 (PR) HM PT F1 H1 J1 S1 SET 2 CAC

197A 3' - 0" 7' - 0" 1 3/4" HM PT D2 HM PT F1 H1 J1 S1 SET 1 CAC

197B 14' - 0" 14' - 0" 1" FABRIC PF D4 STL PF N/A H2 J2 S2 PER MFR PADLOCK SEE DOOR SCHEDULE NOTE 9

EXIST 3' - 0" 7' - 0" 1 3/4" EXISTING TO REMAIN

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

DOOR AND FRAME ELEVATIONS

DOOR SCHEDULE NOTES

DOOR SCHEDULE ABBREVIATIONS

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/0

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/3

/2

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

HEAD DETAIL H1

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

JAMB DETAIL J1

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

HEAD DETAIL H2

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

JAMB DETAIL J2

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

SILL DETAIL S1

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

SILL DETAIL S2

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

1 TYP. WINDOW SECURITY FENCE

SCALE: 1 1/2" = 1'-0"80-A303

2 DETAIL @ WINDOW SILL (HEAD/JAMB SIM.)

0' 4' 8'2'

0' 1' 2'

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

10 BID OPTION CANOPY DETAILS

0' 2' 4'1'0' 4' 8'2'

APPLICABLE CODES AND STANDARDS

1. IBC, INTERNATIONAL BUILDING CODE, 2021

2. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022

3. NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE PROTECTION

SYSTEMS, 2020

4. NFPA 70, NATIONAL ELECTRIC CODE, 2020

5. NFPA 101, LIFE SAFETY CODE, 2021

6. UFC 1-200-01, DOD BUILDING CODE, 10/08/2019, WITH CHANGE 1, 10-01-2020

7. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6, 2021-05-06

8. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, CHANGE 2, 2022-07-30

9. OTHERS AS NECESSARY AND REQUIRED PER CONTRACT DOCUMENTS.

FIRE PROTECTION PIPING

IAW IN ACCORDANCE WITH

SF SQUARE FEET

GPM GALLONS PER MINUTE

PSI POUNDS PER SQUARE INCH

DEG DEGREES

F FAHRENHEIT

FDC FIRE DEPARTMENT CONNECTION

OT ORDINARY TEMPERATURE

IT INTERMEDIATE TEMPERATURE

QR QUICK RESPONSE

SR STANDARD RESPONSE

MATCHLINE

QR IT UPRIGHT SPRINKLER.

K5.6 FOR LIGHT HAZARD AREAS

K8.0 FOR ORDINARY HAZARD AREAS.

QR IT CONCEALED PENDENT SPRINKLER.

K5.6 FOR LIGHT HAZARD AREAS.

K8.0 FOR ORDINARY HAZARD AREAS.

PIPE UP

PIPE DOWN

RISER NIPPLE

FIRE PROTECTION LEGEND

QR IT K5.6 RECESSED SIDEWALL SPRINKLER WITH HEAD GUARD.

HATCH INDICATES AREAS WHERE CEILING-LEVEL CONSTRUCTION IS NOT

BEING ALTERED AS A PART OF THIS PROJECT AND SPRINKLER

MODIFICATIONS ARE NOT REQUIRED UNLESS DETERMINED AS NECESSARY

PER CONTRACTOR'S HYDRAULIC CALCULATIONS.

HATCH INDICATES AREAS WHICH SHALL BE CLASSIFIED AS LIGHT HAZARD

OCCUPANCIES IAW NFPA-13 AND UFC 3-600-01. PROVIDE A WET PIPE

SPRINKLER SYSTEM HYDRAULICALLY CALCULATED TO DELIVER 0.10 GPM/SF

OVER THE HYDRAULICALLY MOST REMOTE 1,500 SF. AN INCREASE OF THE

DESIGN AREA OF 30% SHALL BE REQUIRED FOR AREAS WITH SLOPED

CEILINGS PER NFPA-13.

HATCH INDICATES AREAS WHICH SHALL BE CLASSIFIED AS ORDINARY

HAZARD OCCUPANCIES IAW NFPA-13 AND UFC 3-600-01. PROVIDE A WET PIPE

SPRINKLER SYSTEM HYDRAULICALLY CALCULATED TO DELIVER 0.20 GPM/SF

OVER THE HYDRAULICALLY MOST REMOTE 2,500 SF. AN INCREASE OF THE

DESIGN AREA OF 30% SHALL BE REQUIRED FOR AREAS WITH SLOPED

CEILINGS PER NFPA-13. K8.0 SPRINKLERS SHALL BE PERMITTED TO PROTECT

AREAS WITH CEILING HEIGHTS GREATER THAN 30 FEET DUE TO HYDRAULIC

CONSTRAINTS.

HATCH INDICATES AREAS NOT IN SCOPE.

HYDRAULIC DESIGN DATA

HYDRANT FLOW TEST:

1. STATIC PRESSURE (PSI): 55

2. RESIDUAL PRESSURE (PSI): 45

3. FLOW (GPM): 1100

4. DATE: 2021-10-12

5. LOCATION: WATERVLIET ARSENAL

6. FLOW HYDRANTS (NON-SIMULTANEOUS): #25116 (PARKER RD.), #19716 (WORTH RD.)

7. MONITOR HYDRANT: #09116 (MONROE ST.)

NOTES:

1. SPRINKLER CONTRACTOR SHALL PERFORM AND WITNESS A HYDRANT FLOW TEST WHICH SHALL BE USED FOR CONTRACTOR'S HYDRAULIC CALCULATIONS. PRESSURE AND FLOW READINGS SHALL BE TAKEN FROM WATER MAIN WHICH FEED THE BUILDING. CONTRACTOR SHALL SIMULTANEOUSLY FLOW TWO (2) HYDRANTS DURING THE FLOW TEST; COORDINATE FLOW AND PRESSURE HYDRANTS WITH THE ENGINEER PRIOR TO PERFORMING THE FLOW TEST.

CONTRACTOR SHALL COORDINATE TIME AND DATE OF FLOW TEST WITH THE LOCAL AHJ. CONTRACTOR'S QUALIFIED

FIRE PROTECTION ENGINEER SHALL BE PRESENT TO WITNESS THE TESTING.

FIRE PROTECTION GENERAL NOTES

1. INSTALLATION WORK SHALL NOT PROCEED UNTIL SUBMITTALS HAVE BEEN RECEIVED, PROCESSED AND APPROVED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT DRAWINGS AND THE PROJECTS SPECIFICATIONS.

2. ALL NEW VALVES ON THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY SUPERVISED. TYPE AND EXACT LOCATION OF FLOW, PRESSURE AND SUPERVISORY SWITCHES SHALL BE ACCOMPLISHED BETWEEN THE DIFFERENT RESPONSIBLE TRADES.

3. ALL NEW SPRINKLERS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

K-FACTOR: 5.6 (FOR LIGHT HAZARD AREAS)

8.0 (FOR ORDINARY HAZARD AREAS, INCLUDING SAWTOOTH ROOF AREAS WITH CEILING HEIGHTS

GREATER THAN 30 FEET)

11.2 (FOR EXTRA HAZARD AREAS)

CONNECTION SIZE: 1/2" OR 3/4"

TEMPERATURE RATING: INTERMEDIATE

4. COVER PLATES FOR CONCEALED PENDENT SPRINKLERS SHALL BE FACTORY PAINTED TO MATCH THE CEILING COLOR IN WHICH THEY ARE INSTALLED. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR CEILING COLORS AND COORDINATE WITH THE ARCHITECT TO

DETERMINE THE NUMBER OF COLORS REQUIRED PRIOR TO PREPARING A PROPOSAL.

5. LOCATION OF SPRINKLERS IN CEILING TILES:

A. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULES FOR CEILING TILE TYPES.

B. IN STANDARD 2 BY 4 CEILING TILES, LOCATE SPRINKLERS IN THE CENTER OF TILES.

C. IN STANDARD 2 BY 4 CEILING TILES WHICH SIMULATE 2 BY 2 CEILING TILES, LOCATE SPRINKLERS IN THE CENTER OF THE 2 BY 2 AREA.

6. MATERIALS:

A. ALL PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPING WITH THREADED CAST IRON FITTINGS OR GROOVED TYPE FITTINGS AND

MECHANICAL COUPLINGS.

7. ALL SPRINKLER WORK SHALL BE IN STRICT CONFORMANCE WITH NFPA-13 "STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS", STATE

BUILDING CODE, AND THE OWNER'S INSURANCE COMPANY.

8. THE BASE BUILDING "CONTRACT DRAWINGS" AND "SPECIFICATIONS" INCLUDING ALL RESPECTIVE ADDENDA AND BULLETINS SHALL FORM A PART

OF THIS WORK AND ALL WORK SHALL BE SUBJECT TO RESPECTIVE PROVISIONS THEREOF.

9. REFER TO ARCHITECTURAL DRAWINGS FOR HUNG CEILING HEIGHTS AND CONSTRUCTION. WHERE WORK BETWEEN THIS DRAWING AND

ARCHITECTURAL PLANS ARE IN CONFLICT, ADVISE PRIOR TO INSTALLATION OF PIPING.

10. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES, NOTIFY ENGINEER TO AVOID CONFLICTS.

11. SPRINKLER CONTRACTOR SHALL ADJUST AND/OR ADD SPRINKLERS AS REQUIRED UTILIZING ARCHITECT'S REFLECTED CEILING PLAN FOR LOCATION OF LIGHTS, DIFFUSERS, CABLE TRAYS, ETC. COORDINATION AND LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR.

12. LAYOUT OF SPRINKLERS AND HYDRAULICS CALCULATIONS ARE FOR AUTHORITY HAVING JURISDICTION USE ONLY. SPRINKLER CONTRACTOR SHALL PREPARE FINAL SPRINKLER HEAD LAYOUT AND SHOP DRAWINGS INCLUDING HYDRAULIC CALCULATIONS AND OBTAIN ALL APPROVALS AS REQUIRED. IF MORE THAN 12 MONTHS HAS PASSED SINCE THE DESIGN BASIS FLOW TEST CARRIED OUT ON 2020-12-04, THE CONTRACTOR SHALL PERFORM AND WITNESS A HYDRANT FLOW TEST WHICH SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND DIRECTION ON WATER

SUPPLY FOR USE IN HYDRAULIC CALCULATIONS.

13. CONTRACTOR SHALL NOT INSTALL ANY SPRINKLER PIPING THAT WILL INTERFERE WITH THE MAINTENANCE/REMOVAL OF HVAC EQUIPMENT AND

HVAC FILTERS.

14. CONTRACTOR SHALL DETERMINE BEST LOCATION FOR ROUTING/RE-ROUTING ALL ASSOCIATED SPRINKLER LINES. VERIFY EXISTING STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ANY/ALL OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING.

15. ALL SPRINKLERS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER

VERTICAL INTERSECTING SURFACE.

16. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 4 FEET OR WIDER. FOR DUCTWORK LOCATED AGAINST WALLS, PROVIDE ADDITIONAL SPRINKLERS AS NEEDED IN ACCORDANCE WITH NFPA-13 REQUIREMENTS FOR OBSTRUCTIONS AGAINST WALLS. PROVIDE HEAD

GUARDS WITH WATER SHIELDS FOR ALL SPRINKLERS INSTALLED BELOW EXPOSED DUCTWORK.

17. PROVIDE HEAD GUARDS ON SPRINKLERS IN ELECTRIC, TELEPHONE AND ELEVATOR EQUIPMENT ROOMS.

18. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT.

19. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC. FLASH AND COUNTERFLASH ROOF PENETRATIONS.

20. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES.

21. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH NFPA-13.

22. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. AND THE FACTORY MUTUAL LABORATORIES.

VALVES SHALL BE FACTORY MARKED "UL" AND "FM", 175 PSI WORKING PRESSURE.

23. ALL POWER WIRING SHALL BE ACCOMPLISHED UNDER THE ELECTRICAL DIVISION. ALL CONTROL AND INTERLOCK WIRING SHALL BE ACCOMPLISHED UNDER THIS SECTION OF THE SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS IN THE ELECTRICAL DIVISION. COORDINATE ALL

ELECTRICAL ITEMS WITH ELECTRICAL CONTRACTOR.

24. SPRINKLERS SHALL COVER THE ENTIRE AREA OF THE ROOM INCLUDING ALCOVES. SPRAY SHALL NOT BE BLOCKED BY WALLS OR PARTITIONS.

25. MAINTAIN A MINIMUM OF 18 INCHES FROM THE BOTTOM OF THE SPRINKLER DEFLECTOR TO THE TOP OF STORAGE/FILE STORAGE.

26. ALL FIRE PROTECTION SYSTEMS ARE SHOWN SCHEMATICALLY. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL LISTED COMPONENTS, SUCH AS PIPING, FITTINGS, VALVES, ETC. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SYSTEM PER APPLICABLE CODES.

27. PROVIDE A PERMANENTLY ATTACHED HYDRAULIC DESIGN INFORMATION SIGN STATING THE REQUIRED DESIGN CRITERIA FOR EACH

HYDRAULICALLY DESIGNED SYSTEM.

28. INSPECTOR'S TEST VALVE SHALL NOT EXCEED 7 FEET ABOVE THE FINISHED FLOOR.

29. CONTRACTOR SHALL PROVIDE SPRINKLER COVERAGE IN ALL COMBUSTIBLE CONCEALED SPACES.

30. CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE FOR THE ENTIRE SPRINKLER SYSTEM AS REQUIRED BY NFPA-13 AND COORDINATED WITH ALL APPLICABLE BUILDING SYSTEMS. PROVIDE LOW POINT AND AUXILIARY DRAINS FOR ALL TRAPPED PIPE PER NFPA-13 REQUIREMENTS. ALL AUXILIARY DRAINS REQUIRED FOR THE COMPLETE INSTALLATION OF THE BUILDING FIRE SPRINKLER SYSTEMS SHALL BE PROVIDED AS PART OF THE BASE BID

CONTRACT.

31. THE SPRINKLER PIPING LAYOUT AND PIPE SIZES SHOWN ON THE CONTRACT DOCUMENTS ARE TO DEFINE THE DESIGN INTENT FOR COMPETITIVE BIDDING AND FOR PRELIMINARY SUBMISSION TO THE AUTHORITIES HAVING JURISDICTION. THE WORK OF THE CONTRACT INCLUDES HYDRAULIC

CALCULATIONS AND FABRICATION SHOP DRAWINGS FOR THE ACTUAL INSTALLATION.

32. FLEXIBLE SPRINKLER HOSE SHALL USE BRAIDED-TYPE STEEL HOSE. CORRUGATED STEEL HOSE SHALL NOT BE ALLOWED.

FIRE PROTECTION SCOPE OF WORK

1. PROVIDE A FIRE SPRINKLER SYSTEM THROUGHOUT THE SCOPE AREA IN ACCORDANCE WITH NFPA-13 (2022) AND AS INDICATED ON THE CONTRACT DRAWINGS AND THE CONTRACT SPECIFICATIONS. THE CONTRACT DOCUMENTS

ESTABLISH ENGINEERING DESIGN PRECEDENCE.

2. THE SYSTEM SHALL BE INSTALLED SO THAT IT IS COMPLIANT WITH THE APPLICABLE CODES AND STANDARDS, INCLUDING THOSE NOTED ON THIS SHEET.

3. PROVIDE PRODUCT SUBMITTALS, SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR REVIEW AND APPROVAL IN ACCORDANCE WITH NFPA-13. REFER TO THE HYDRAULIC CALCULATIONS NOTES FOR ADDITIONAL INFORMATION.

4. PROVIDE HANGING AND BRACING IN ACCORDANCE WITH NFPA-13.

5. PROVIDE AUTOMATIC AIR VENTS ON ALL WET PIPE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS

OF NFPA-13.

6. PROVIDE SPARE SPRINKLER CABINET, SPARE SPRINKLERS, SPRINKLER WRENCH(S) AND A LIST OF INSTALLED

SPRINKLERS IN ACCORDANCE WITH NFPA-13.

7. PROVIDE ACCEPTANCE TESTING OF THE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 REQUIREMENTS.

8. CONTRACTOR SHALL PROVIDE RED-LINE DRAWINGS AND/OR AS-BUILT DRAWINGS. DRAWINGS SHALL BE AVAILABLE IN PDF AND AUTOCAD FORMATS. CONTRACTOR SHALL PROVIDE FINAL AS-BUILT DRAWINGS AND AS-BUILT HYDRAULIC

CALCULATIONS IN THE O+M MANUAL.

HYDRAULIC CALCULATIONS NOTES

1. REFER TO HYDRAULIC CALCULATIONS SUBMISSION FOR PRELIMINARY HYDRAULIC DEMAND INFORMATION.

2. CONTRACTOR SHALL SUBMIT HYDRAULIC CALCULATIONS FOR REVIEW AND APPROVAL AS DESCRIBED IN THIS

SECTION.

3. CONTRACTOR SHALL PERFORM AND WITNESS A HYDRANT FLOW TEST WHICH SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO USE IN HYDRAULIC CALCULATIONS. USE WATER SUPPLY AS DIRECTED BY ENGINEER AFTER ENGINEER'S REVIEW OF SUBMITTED CONTRACTOR'S HYDRANT FLOW TEST DATA.

PIPE SIZES SOWN ON CONTRACT DOCUMENTS SHALL BE MAINTAINED UNLESS OTHERWISE AND SOLELY APPROVED

BY ENGINEER DURING SUBMITTAL PROCESS.

4. SPRINKLER CLASSIFICATION FOR GENERAL AND OFFICE AREAS SHALL BE "LIGHT HAZARD". SPRINKLER CLASSIFICATION FOR FIRE SUPPRESSION ROOM 130 AND ALL STORAGE AND MECHANICAL ROOMS SHALL BE "ORDINARY HAZARD". SPRINKLER CLASSIFICATION FOR FIRE PROTECTION PUMP ROOM IN BUILDING G SHALL BE

"EXTRA HAZARD".

5. PERFORM HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA-13 REQUIREMENTS FOR HYDRAULICALLY DESIGNED (DENSITY/AREA METHOD) SPRINKLER SYSTEMS. REDUCTIONS IN REMOTE AREAS SHALL NOT BE

PERMITTED.

DESIGN DENSITY [GPM/SF] DESIGN AREA [SF] HOSE ALLOWANCE [GPM]

LIGHT HAZARD 0.10 1,500 250

ORDINARY HAZARD 0.20 2,500 250

EXTRA HAZARD 0.30 2,500 500

6. AN INCREASE IN THE HYDRAULIC DESIGN AREA OF 30% SHALL BE APPLIED TO ALL SPRINKLER SYSTEMS PROTECTING

AREAS WITH SLOPED CEILINGS WITHOUT REVISING THE DESIGN DENSITY INDICATED ABOVE.

7. CONSTRUCTION OF THE SPRINKLER SYSTEM SHALL NOT COMMENCE UNTIL CONTRACTOR'S SHOP DRAWINGS AND HYDRAULIC CALCULATIONS HAVE BEEN APPROVED BY THE ENGINEER IN ACCORDANCE WITH NFPA-13.

8. CONTRACTOR IS RESPONSIBLE TO PROVIDE ADDITIONAL HYDRAULIC CALCULATIONS, AS REQUESTED, DURING THE

SUBMITTAL, REVIEW AND INSTALLATION PROCESS.

9. THE "SOURCE" NODE POINT IN CONTRACTOR'S HYDRAULIC CALCULATIONS SHALL BE LOCATED AT THE LOCATION OF THE PRESSURE GAUGE HYDRANT FROM THE CONTRACTOR'S HYDRANT FLOW TEST. ALL PIPING AND FITTINGS BETWEEN THE BUILDING AND THE PRESSURE GAUGE HYDRANT SHALL BE INCLUDED IN THE CONTRACTOR'S

HYDRAULIC CALCULATIONS.

10. OUTDOOR HOSE ALLOWANCES SHALL BE INCLUDED IN HYDRAULIC CALCULATIONS AT THE POINT OF CONNECTION OF THE BUILDING SPRINKLER WATER SERVICE ENTRANCE MAIN TO THE CITY WATER SUPPLY, OR AT THE LOCATION OF

THE NEAREST HYDRANT, WHICHEVER IS CLOSER TO THE SPRINKLER SYSTEM RISER.

TESTING NOTES

1. AFTER COMPLETING THE PIPING SYSTEM, THE CONTRACTOR SHALL HYDROSTATICALLY

TEST THE FIRE SPRINKLER PIPING FOR A PERIOD OF TWO HOURS AT NOT LESS THAN 200

PSI, OR AT 50 PSI IN EXCESS OF THE MAXIMUM OPERATING STATIC PRESSURE WHEN THE

STATIC PRESSURE IS IN EXCESS OF 150 PSI. THE CONTRACTOR SHALL CHECK THE

SYSTEM FOR LEAKS AND MEASURE THE HYDROSTATIC PRESSURE AT THE LOW POINT OF

EACH SYSTEM OR ZONE BEING TESTED. CONTRACTOR TO NOTIFY COR FIVE (5) WORKING

DAYS PRIOR TO TEST COMMENCING TO WITNESS. ALL TESTING TO OCCUR DURING

NORMAL BUSINESS HOURS.

2. THE CONTRACTOR SHALL REPAIR OR REPLACE PIPING AND FITTINGS AS REQUIRED TO

ELIMINATE LEAKS IN ACCORDANCE WITH ANSI/NFPA STANDARDS AND RETEST AS

SPECIFIED TO DEMONSTRATE COMPLIANCE.

3. UPON SATISFACTORY COMPLETION AND TESTING OF THE PIPING SYSTEM, THE

CONTRACTOR SHALL PROVIDE THE OWNER WITH A LETTER CERTIFYING THAT THE

BRANCH PIPING SYSTEM HAS BEEN COMPLETED IN ACCORDANCE WITH ANSI/NFPA 13

STANDARDS AND IS OPERATIONAL, COMPLETE AND WITHOUT DEFECTS.

US Army Corps of Engineers ®

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120FP001

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B

55.566.577.588.599.510

A

AREA NOT IN PHASE 1. FOR LOW OFFICES

WHICH ARE FED FROM EXISTING ROOF-LEVEL

SPRINKLER SYSTEM, RE-FEED FROM NEW

ROOF-LEVEL SPRINKLER SYSTEM IN

MANUFACTUREING AREA. LOW OFFICE AND

CONFERENCE ROOM AREAS SHALL BE

CLASSIFIED AS LIGHT HAZARD.

"ø

"ø

US Army Corps of Engineers ®

SHEET ID

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LEGAL ENTITY:

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AMENDMENT 0005

1/8" = 1'-0"A1

AREA B FIRE PROTECTION INSTALLATION PLAN

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1010.51111.51212.51313.51414.515

ADMIN ROOM

EXIST. MECH.

ROOM

RECEIVING

(EXPANSION)

MOMS RM

EXIST. ELEC.

ROOM

VESTIBULE

RECEIVING

IDF1c 143c

LOCATION OF

EXISTING

SPRINKLER

CONTROL

EQUIPMENT

"ø

8"ø

8"ø

8"ø

8"ø

PROVIDE NEW 8" RISER

MANIFOLD AT PREVIOUS

LOCATION OF PREACTION

RISER.

AREAS OUTSIDE OF THE SCOPE

OF PHASE 1 SHALL CONTINUE

TO BE FED FROM THIS MAIN.

/C1 120FP501

"ø

6"ø

"ø

6"ø

"ø

"ø

3"ø

"ø

4"ø

4"ø

8"ø

8"ø

4"ø

"ø

4"ø

"ø

"ø

4"ø

"ø

4"ø3"ø

"ø

8"ø

"ø

8"ø

6"ø

4"ø

"ø

6"ø

PROVIDE MODIFICATIONS TO THE BUILDING

WATER SERVICE ENTRANCE PER DETAILS

ON SHEET FP502

US Army Corps of Engineers ®

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AMENDMENT 0005

1/8" = 1'-0"A1

AREA D FIRE PROTECTION INSTALLATION PLAN

M A

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NIPPLE

BRANCHLINE

1" ARMOVER (SEE PLAN)

1" 90° ELBOW

1" DROP (SEE PLAN)

1"x1/2" REDUCING

COUPLING

RECESSED PENDENT

SPRINKLER

SUSPENDED CEILING

3/4" NPT OUTLET

1" INLET. CONNECT TO

HIGH POINT OF

SYSTEM.

LISTED AIR RELEASE VALVE

1" ISOLATION VALVE

ADJUSTABLE PURGE

VALVE WITH HOSE

CONNECTION,

THREAD

CAP, AND LANYARD

STAINLESS STEEL STRAINER

AIR VENT NOTES:

1. CONNECT TO SYSTEM IN THE FOLLOWING LOCATIONS:

A. HIGH POINT OF EACH WET PIPE SPRINKLER SYSTEM AT THE END OF REMOTE MAIN OR BRANCH LINE.

B. TOP OF ALL WET PIPE SUPPLY RISERS FOR RISERS SERVING MULTIPLE FLOORS OR ELEVATIONS.

2. BASIS OF DESIGN AIR VENT: AGF MANUFACTURING M7900AAV

PRODUCT LEGEND:

SPRINKLER RISER.

BUTTERFLY VALVE.

UNIVERSAL MANIFOLD WITH CHECK VALVE:

FLOW SWITCH.

CHECK VALVE.

PRESSURE GAUGE.

TEST & DRAIN VALVE.

ADJUSTABLE PRESSURE RELIEF VALVE.

FROM WATER ENTRANCE OR PREVIOUS RISER.

TO NEXT RISER OR CAP.

UNIVERSAL MANIFOLD CHECK:

1. CAN BE MOUNTED IN THE HORIZONTAL OR

VERTICAL UPFLOW POSITION.

2. REFER TO MANUFACTURER'S INSTALLATION

INSTRUCTIONS FOR ADDITIONAL INFORMATION.

3. PIPE TEST AND DRAIN PIPING TO BUILDING

EXTERIOR OR NEAREST FLOOR DRAIN

CAPABLE OF DRAINING AT LEAST 40 GPM

FLOW.

G F

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6"

6"

6"

6"

4"

6"

6"

6"

6"

4"

6" 8"

P

6"

KEYED NOTES:

ETR 8" FROM ETR BACKFLOW PREVENTER AT WATER SERVICE

ENTRANCE.

ETR 4" WET RISER WITH 6" ALARM CHECK VALVE AND 6" BUTTERFLY

VALVE WITH TAMPER SWITCH.

ETR 6" FIRE DEPARTMENT CONNECTION (FDC) RISER WITH CHECK

VALVE.

ETR 6" WET RISER WITH 6" ALARM CHECK VALVE.

ETR 6" WET RISER MANIFOLD WITH FLOW SWITCH AND TEST AND DRAIN

ASSEMBLY.

ETR 6" WET RISER WITH 6" ALARM CHECK VALVE.

ETR WET SPRINKLER SUB-FEED FOR CONNECTION TO PAINT BOOTH

(OUTSIDE OF PHASE 1 SCOPE AREA).

ETR WET SPRINKLER RISER. FEEDS MANUFACTURING AND SUPPORT

AREAS BOTH WITHIN IN OUT OF SCOPE AREA.

ETR 8" BUTTERFLY VALVE

REMOVE 8" PREACTION VALVE.

REMOVE 8"X6" REDUCER

REMOVE 6" PREACTION RISER. THIS RISER FEEDS FORMER

SEMICONDUCTOR MANUFACTURING AREA. ENTIRE PRE-ACTION SYSTEM

TO BE DEMOLISHED. REFER TO FD- SERIES DRAWINGS FOR

CONTINUATION.

REMOVE RISER MOUNTED AIR COMPRESSOR.

REMOVE RISER MOUNTED AIR COMPRESSOR.

PROVIDE 8" WET PIPE SPRINKLER ZONE CONTROL RISER MODULE WITH

BUILT IN PRESSURE RELIEF KIT. REFER TO DETAIL ON THIS SHEET FOR

RISER MODULE INFORMATION.

PROVIDE 8" WET PIPE SPRINKLER RISER TO FEED NEW SPRINKLER

SYSTEM IN PHASE 1 WORK AREA. REFER TO FP-100 SERIES SHEETS FOR

CONTINUATION AND BASIS OF DESIGN INFORMATION.

WET SYSTEM TEST/DRAIN CONNECTION. PIPE TO BUILDING EXTERIOR

OR NEAREST FLOOR DRAIN.

ETR PIPE STAND (TYPICAL).

ETR 8" CAP.

6"6"

1.

NOTES:

1. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ADDITIONAL TAMPER AND FLOW

SWITCHES AS PART OF THIS CONTRACT BASED ON THE CONTRACTOR'S WORKING

DRAWINGS.

2. ALL VALVES AND COMPONENTS EXISTING TO REMAIN (ETR) UNLESS OTHERWISE NOTED.

6" 6"

8" 8"

(APPLIES TO BOTH DETAILS)

8"8"

US Army Corps of Engineers ®

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12" = 1'-0"A3

TYPICAL RETURN BEND RECESSED

12" = 1'-0"A1

WET SYSTEM AIR VENT

12" = 1'-0"A2

RISER MANIFOLD DETAIL

1" = 1'-0"C1

SCHEMATIC BUILDING FIRE PROTECTION MANIFOLD MODIFICATIONS DETAIL

A

A

A

B

C

D

E

F

G

H

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P

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D

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B C

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GG

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LM

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8"6"8"

8"

8"

8"8"

8"

8"

8"

8" 8"

8"

8"

8"

8"

8"

SCALE NTS

WATER SERVICE ENTRANCE REMOVALS SCHEMATIC ELEVATION DETAIL

A1

SCALE NTS

WATER SERVICE ENTRANCE INSTALLATIONS SCHEMATIC ELEVATION DETAIL

A2

SCALE NTS

WATER SERVICE ENTRANCE REMOVALS SCHEMATIC SCHEMATIC PLAN DETAIL

B1

SCALE NTS

WATER SERVICE ENTRANCE INSTALLATIONS SCHEMATIC PLAN VIEW DETAIL

B2

A1

FP502

A2

FP502

CONC. FLOOR

KEYED NOTES:

ETR 8" WATER SERVICE ENTRANCE FROM

SITE UNDERGROUND WATER MAIN.

ETR 8" DOMESTIC WATER DOUBLE-CHECK

BACKFLOW PREVENTER.

ETR PIPING TO DOMESTIC WATER.

ETR 8" TEE TO DOMESTIC WATER RISER.

ETR 8" RISER TO FIRE PROTECTION RISER MANIFOLD.

REMOVE 8" GALVANIZED ELBOW

REMOVE 8" GATE VALVE. GATE VALVE IS NOT

CURRENTLY MONITORED BY FIRE ALARM SYSTEM.

REMOVE 8" REDUCED-PRESSURE ZONE

BACKFLOW PREVENTER.

REMOVE 8" SPOOL PIECE.

RELOCATE PIPE STAND AND PROVIDE ADDITIONAL

AS NEEDED PER NFPA-13.

PROVIDE 8" GALVANIZED TEE TO ETR DOMESTIC

WATER BACKFLOW PREVENTER AND RISER. DOMESTIC

WATER BACKFLOW PREVENTER AND RISER NOT

SHOWN IN ELEVATION VIEW FOR CLARITY.

PROVIDE 8" GALVANIZED SPOOL PIECE.

PROVIDE 8" GALVANIZED 45-DEGREE ELBOWS.

PROVIDE 8" FIRE PROTECTION GATE VALVES

WITH TAMPER SWITCH. TAMPER SWITCH SHALL

BE MONITORED BY BUILDING FIRE ALARM

SYSTEM.

PROVIDE 8" FIRE PROTECTION DOUBLE-

CHECK BACKFLOW PREVENTER.

PROVIDE 8" BLIND FLANGE/CAP.

CONC. FLOOR

EXTERIOR WALL EXTERIOR WALL

TT

NOTE: PROVIDE BACKFLOW PREVENTER TEST HEADER DOWNSTREAM OF FIRE

PROTECTION BACKFLOW PREVENTER. LOCATE TEST HEADER NEAR EXTERIOR

DOOR. PROVIDE ONE 2-1/2" HOSE VALVE FOR EVERY 250 GPM HYDRAULICALLY

CALCULATED SPRINKLER SYSTEM INTERIOR FLOW.

US Army Corps of Engineers ®

SHEET ID

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SWGR

PP-125-3-2

1200 AF

1000 AT

E0001-05

SWGR

PP-125-3-1

1200 AF

1000 AT

E0001-03

SWGR

PP-125-1-2

1200 AF

1000 AT

P0003

EXISTING FUSED SWITCH

15KV EXISTING

FUSED SWITCH

E0001

SWGR

PP-125-4-2

1200 AF

1000 AT

E0001-10

SWGR

PP-125-4-1

1200 AF

1000 AT

E0001-08

SWGR

PP-125-5-2

1200 AF

1000 AT

E0001-15

SWGR

PP-125-5-1

1200 AF

1000 AT

E0001-13

SEC-1

(5000A)

SEC-2

(5000A)

SEC-3

(5000A)

SEC-4

(5000A)

FROM EXISTING

15KV FUSED

SWITCH

5000 AF

5000 AT

SWGR

PP-125-1-1

1200 AF

1000 AT

P0001

SWGR

PP-125-2-1

1200 AF

1000 AT

P0005

SWGR

PP-125-2-2

1200 AF

1000 AT

P0007

1B1A-SWGR-1-W

5000 AMP, 480Y/277V

GENERAL NOTES:

1. SINGLE LINE DIAGRAM BASED FROM EXISTING FACILITY AS-BUILTS AND HAS NOT

BEEN FIELD VERIFIED. CONTRACTOR SHALL VERIFY EXISTING EQUIPMENT IN FIELD.

2. REFER TO SHEET 160-E400 FOR CORRESPONDING CONDUIT TABLE FOR CONDUIT

TAGS SHOWN ON THIS SHEET.

PROVIDE NEW CIRCUIT BREAKER MATCHING EXISTING CIRCUIT BREAKERS IN

EXISTING SPACE, TYPICAL FOR ALL BREAKERS TO BE INSTALLED IN SWITCHGEAR

1B1A-SWGR-1-W. ALL CIRCUIT BREAKERS SHALL HAVE A CORRESPONDING DISPLAY

MODULE, FM121, MATCHING THE EXISTING MODULES WITHIN THE SWITCHGEAR.

KEY NOTES:

1200 AF

1000 AT

SPARE

1200 AF

1000 AT

SPARE

EXISTING CIRCUIT BREAKER TO REMAIN

E0001-01

A

B

AAA BB BBB BBB B

FEEDER CALCULATIONS

CONDUIT

IDENTIFIER

LOAD

(A)

OCP

RATING

(A)

FEEDER

(KCMIL)

ALLOWABLE

AMPACITY

(75° F)

AMBIENT OUTDOOR

TEMPERATURE

CORRECTION (102°

F)

CORRECTED

AMPACITY

(A)

DISTANCE FROM

SOURCE TO

DESTINATION

(FT)

VOLTAGE

DROP (%)

P0001 1000 1200 (4) 500 1520 0.88 1338 126 0.0001

P0003 1000 1200 (4) 500 1520 0.88 1338 118 0.0001

P0005 1000 1200 (4) 500 1520 0.88 1338 166 0.0001

P0007 1000 1200 (4) 500 1520 0.88 1338 158 0.0001

US Army Corps of Engineers ®

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LEGAL ENTITY:

ARCADIS U.S., INC. 160-E200

B

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A u th o r

C h e c k e r

Is s u e D a te

100% DESIGN (NOT FOR CONSTRUCTION)

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250 0.0002

A

D D

EN

D

U M

/0 2/

ADDENDUM 5

0.0002 0.0002 0.0002

400 AF

400 AT

CN1-3

CN1-3

E0002-11

SPACE SPACE

600 AF

600 AT

E0002-14

800 AF

800 AT

E0003-01

600 AF

600 AT

SPACE SPACE SPACE

S.E.S-1B1A

1600A MCB, 480Y/277V, 3PH, 4W, 22KAIC

400 AF

400 AT

CN1-2

CN1-2

COMMON

ELECTRICAL

ROOM

E0002-02

CH-1

CH-1 CHILLER

125 AF

125 AT

E0002-03

CH-2

CH-2 CHILLER

125 AF

125 AT

E0002-04

225 AF

225 AT

CN1-4

CN1-4

E0002-05

150 AF

150 AT

EHC-1

EHC-1

E0002-07

CN-1 (COMMON ELECT RM)

800A, 480Y/277V, 3PH, 4W, 22KAIC

S.E.S-1B1A-MTS

S.E.S-1B1A-MTS

E0002

FROM EXISTING

15KV FUSED

SWITCH

FROM EXISTING

15KV FUSED

SWITCH

225 AF

225 AT

225 AF

225 AT

400 AF

400 AT

450 AF

450 AT

VE1T-1

E0003-06

VN1-1 (ELECTRICAL ROOM)

800A, 480Y/277V, 3PH, 4W, 22KAIC

AHU-1

AHU-1

250 AF

250 AT

E0002-15

AHU-2

AHU-2

250 AF

250 AT

E0002-16

CN1-5 (AHU)

600A, 480Y/277V, 3PH, 4W

800 AF

800 AT

E0002-01

SPACE

100 AF

100 AT

EHC-2

EHC-2

E0002-08

225 AF

225 AT

CNT1-1

CNT1-1

E0002-09

CNT1-2

CNT1-2

E0002-12

CN2-2

CN2-2

E0002-13

CN1-4A

CN1-4A

E0002-06

CN2-1

CN2-1

E0002-10

E0003-08

VE2-1

VE2-1

E0003-07

VE2-2

VE2-2

E0003-09

NOTES:

1. SINGLE LINE DIAGRAM BASED FROM EXISTING FACILITY AS-BUILTS AND HAS NOT

BEEN FIELD VERIFIED. CONTRACTOR SHALL VERIFY EXISTING EQUIPMENT IN FIELD.

2. REFER TO SHEET 160-E400 FOR CORRESPONDING CONDUIT TABLE FOR CONDUIT

TAGS SHOWN ON THIS SHEET.

SPARE

SPARE SPARE SPARE

PROVIDE NEW CIRCUIT BREAKER MATCHING EXISTING CIRCUIT BREAKERS IN

EXISTING SPACE, TYPICAL FOR ALL BREAKERS TO BE INSTALLED IN SWITCHBOARD

S.E.S-1B1A.

KEY NOTES:

EXISTING CIRCUIT BREAKER TO REMAIN

800 AF

800 AT

SPARE

EXISTING 45KVA. 480V-208Y/120V TRANSFORMER FROM MEZZANINE CATWALK

EXISTING 120/208Y PANELBOARD FROM MAZZANING CATWALK

CN2-2

CN2-2

E0002-13

VNT1-1

P0002-1

VN2-1

VN2-1

VNT1-1

P0002

C

BBBBB A

A

B

C

D

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

LEGAL ENTITY:

ARCADIS U.S., INC.

D D

E E

N D

M

D E

S

IG

D E

S

D E

S

IG

N

D E

S

IG

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

/2

/2

/0

/2

/0

/2

/2

/2

/2

/2

ADDENDUM 4

160-E201

B

P R

O P

O S

E D

S

IN

G

L E

L

IN

E

W E

S T

E L E

C T

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Y D e s ig n e r

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S

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N /0

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A

D D

EN

D

U M

/0 2/

A D

D

EN

D U

M

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R

P

ID

B O R E

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RA

PID

B

OR

E

W V1

WV12760

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48x39

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HO

NE

W V

WV12789

W V

W V

W V

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ROOM

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P A C

LIN

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WV12859

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MACHINE

WV12880

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C-4008

SEALERSTAPLER

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W V

W

IS

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IN

O V E N

SB LATHE

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WV12721

WV12771

WV12042

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CHARMILLES TECHNOLOGIES

ROBOF IL 2020

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C o m p u te r for

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UT Machine 133" X 46"

UT Machine 109" X 46"

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FLAMMABLE

CABINET

VERTICAL TUBE INSPECTION STANDVERTICAL TUBE INSPECTION STANDVERTICAL TUBE INSPECTION STANDVERTICAL TUBE INSPECTION STAND

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WV10685

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WV12819

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87°

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WV12818

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WV12816

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WV12809

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(OUTSIDE)

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G A L

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153x48

G A L

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PI T

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11617

WV -

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30x 30

DE GRE A SE R T A N K

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RECTF

WV-

WV5277

THOMPSON

GRINDER

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834 SF

VISTEC

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ROOM

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218 SF

122B

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I

H

G

F

E

D

C

B

A

15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

14.5 13.5 12.5 11.5 10.5 9.5 8.5 7.5 6.5 5.5 4.5 3.5 2.5 1.515.1

0.5 0

Y

X

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

LEGAL ENTITY:

ARCADIS U.S., INC.

A

H

B C

D E F

G

AREA OF

NO WORK

N.I.C.

D D

E E

N D

D E

S

D E

S

D E

S

IG

N

D E

S

IG

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

/1

/2

/0

/2

/0

/2

/2

/2

/2

/2

ADDENDUM 1

160-E306

B

P R

O P

O S

E D

L

IG

H T

IN

G

P L A

N

O V

E R

A L L

U S

A C

E

W V

A M

O R

T A

R F

A C

IL

IT

Y D e s ig n e r

A u th o r

C h e c k e r

Is s u e D a te

SCALE: 1" = 30'-0"

PROPOSED LIGHTING PLAN - OVERALL

LIGHTING SYSTEM WIRING NOTES:

1. ALL EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED TO THE

UNSWITCHED LEG OF THE ASSOCIATED BRANCH CIRCUIT WHICH SERVES THE AREA.

2. PROVIDE A PRINTED ADHESIVE LABEL ON EACH LIGHTING DEVICE FACEPLATE,

INDICATING THE FUNCTION OF THE SWITCH (IF NOT OBVIOUS) AND IDENTIFYING THE

PANELBOARD AND CIRCUIT FROM WHICH THE SWITCH IS ENERGIZED. OVERRIDE

OFF SWITCHES SHALL BE LABELED AS "OVERRIDE OFF".

LIGHTING CONTROL NOTES:

1. LIGHTING SYSTEM SHALL BE ZONE CONTROLLED BY WALL/CORNER MOUNTED

(CEILING MOUNTED ON SHOP FLOOR) OCCUPANCY SENSORS. OVERRIDE SWITCHES

SHALL BE PROVIDED AT ALL ENTRANCES.

CONSTRUCTION NOTES:

1. SPACE LIGHTS EQUAL DISTANCE APART. AVOID PLACING LIGHTS OVER EQUIPMENT

WHERE MAINTENANCE WILL BE DIFFICULT.AVOID PLACING LIGHT…