A.01.13 Reroof WH44_Dwgs Corrected Final Submittal_08.16.2019.pdf

PDF 2 MB Posted Jun 18, 2020

Attached to: Replace Roof WH 44 DLA Richmond (Amendment 0003) Federal contract opportunity
Solicitation number: W9123620B0011
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for replacing the roof on Warehouse 44 at the Defense Logistics Agency in Richmond, Virginia. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Norfolk.

Contractors are required to provide all labor, materials, equipment, and services to complete a full roof replacement, including removal of the existing roof system and installation of a new fully adhered EPDM membrane system. The work also includes installation of a fall protection system with intermediate and end anchors. The period of performance is 180 calendar days. Questions are due by August 28th and proposals are due by September 8th. The contract is to be awarded by September 22nd. The solicitation was amended to include updated structural drawings.

View the file

Other files for this federal contract opportunity

Other files attached to Replace Roof WH 44 DLA Richmond (Amendment 0003), newest first.
File	Type	Posted
B.01.02_Abstract of Offerors.pdf	PDF	Aug 19, 2020
W91236-20-B-0011 Amendment 0003.pdf	PDF	Aug 6, 2020
W91236-20-B-0011 Amendment 0002.pdf	PDF	Jul 27, 2020
A.03.27 Solicitation Bld 44 amendment 1.pdf	PDF	Jun 25, 2020
A.01.13 Reroof WH44 specs Corrected Final Submittal 28Aug19.pdf	PDF	Jun 18, 2020
W91236-20-B-0011 WH 44.pdf	PDF	Jun 18, 2020

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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

NORFOLK DISTRICT

DEFENSE SUPPLY CENTER, RICHMOND, VA

WAREHOUSE 44 ROOF REPLACEMENT

PROJECT NUMBER: 851

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 08-16-2019

WAREHOUSE 44

TRUCK ACCESS

GATE

HAUL ROUTE

CONTRACTOR

TRAILER AREA

AND LAYDOWN

CONTRACTOR

TO COORDINATE

DAILY LAYDOWN

AREA ADJACENT

TO SITE

WH44

SHEET INDEX

SHEET NUMBER SHEET NAME

00. GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX AND PROJECT LOCATION

G-003 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

07. ARCHITECTURAL

AD101 DEMOLITION PLAN

AD501 DEMOLITION DETAILS

AD502 DEMOLITION DETAILS

AD503 DEMOLITION DETAILS

AD504 DEMOLITION DETAILS

A-101 NEW CONSTRUCTION ROOF PLAN

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

08. STRUCTURAL

S-001 STRUCTURAL NOTES

S-121 ROOF FALL PROTECTION PLAN

S-501 HIGH ROOF FALL PROTECTION DETAILS

S-502 LOW ROOF FALL PROTECTION DETAILS

13. MECHANICAL

M-001 MECHANICAL GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

MD101 ROOF HVAC DEMOLITION PLAN

M-101 ROOF HVAC PLAN

M-501 HVAC DETAILS

M-601 MECHANICAL SCHEDULES

PROJECT SITE

US Army Corps of Engineers ®

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SCALE: N.T.S

VICINITY MAP

SCALE: N.T.S

LAYDOWN AREA & HAUL ROUTE

SCALE: N.T.S

ARCHITECTURAL ABBREVIATIONS

A.B.

A/C

ACT

ADJ

AFF

A.F.S.

AHU

ALUM

ANOD.

ANSI

APPROX.

ARCH

AVG

A.W.I.

B.H.M.I.

BIM

BLDG.

BM.

B.O.

B.U.R.

O.T.S.

C.J.

CLG.

CLR.

CLO.

CMU

COL.

COLS.

CONC.

CONT.

D.S.

DIA.

DR.

DTL. OR DET.

DWG.

EA.

E.F.S.

E.J.

ELEC.

ELEV.

E.O.S.

ENG.

E.P.

EPDM

EQ.

EQUIP.

E.R.D.

E.T.D.

E.W.C.

EXIST.

EXP.

EXT.

F.D.

FDC

FDN.

FEC

F.F.

F.F.E.

FHC

FIN.

FLR.

F.O.

F.O.B.

F.O.P.

FT.

FTG.

F.V.

FRP

GA.

GALV.

GBF

GL.

G.P.

GYP.

GWB

HDW

HGT. OR HT.

HKS

HORIZ.

HVAC

I.D.

I.F.S.

i.e.

IN.

INSUL.

INT.

JT.

JAN.

JST.

K.P.

LAM.

LAV.

LB.

LDG.

LONG.

LT.

LTG.

LRV.

LVT

LVP

AND

DIAMETER

ANCHOR BOLT

AIR CONDITIONER

ACOUSTICAL CEILING TILE

ADJUSTABLE

ABOVE FINISHED FLOOR

ABOVE FLOOR SLAB

AIR HANDLING UNIT

ALUMINUM

ANODIZED

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROXIMATE OR APPROXIMATELY

ARCHITECTURE, ARCHITECTURAL

AVERAGE

ARCHITECTURAL WOODWORK INSTITUTE

BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC.

BUILDING INFORMATION MODELING

BUILDING

BEAM

BOTTOM OF

BUILT-UP ROOFING

CENTERLINE

CENTERLINE OF TENANT SEPARATION

CONTROL JOINT

CEILING

CLEAR

CLOSET

CONCRETE MASONRY UNIT

COLUMN

COLUMNS

CONCRETE

CONTINUOUS

DOWNSPOUT

DIAMETER

DOOR

DETAIL

DRAWING

EACH

EXTERIOR FACE OF SHEATHING

EXPANSION JOINT

ELECTRIC, ELECTRICAL

ELEVATION

EDGE OF SLAB

ENGINEER, ENGINEERING

ELECTRICAL PANEL

ETHYLENE PROPYLENE DIENE MONOMER

EQUAL

EQUIPMENT

EMERGENCY ROOF DRAIN

ESTIMATED TRAVEL DISTANCE

ELECTRIC WATER COOLER

EXISTING

EXPANSION, EXPOSED

EXTERIOR

FIRE DAMPER, FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FIRE HOSE CABINET

FINISH, FINISHED

FLOOR

FACE OF

FACE OF BRICK

FACE OF POST

FEET

FOOTING

FIELD VERIFY

FIBER REINFORCED PANEL

GAUGE

GALVANIZED

GYPSUM BOARD FURRING

GLASS

GLOSSY PAINT

GYPSUM

GYPSUM WALL BOARD

HOSE BIBB

HARDWARE

HEIGHT

HOOKS

HOLLOW METAL

HORIZONTAL

HEATING VENTILATION & AIR CONDITIONING

INSIDE DIAMETER

INTERIOR FACE OF STUD

THAT IS, SUCH AS

INCH, INCHES

INSULATION

INTERIOR

JOINT

JANITOR

JOIST

KICK PLATE

LAMINATE

LAVATORY

POUND

LANDING

LONGITUDINAL

LIGHT

LIGHTING

LOUVER

LUXURY VINYL TILE

LUXURY VINYL PLANK

MATL.

MAX.

MECH

MEP

MFGR.

MGR.

MIN.

MISC.

M.O.

MOD

MTL

MWP

NO.

N/A

NFPA

N.I.C.

N.T.S.

O.C.

O.D.

OFCI

OPG

OPP.

OSHA

OVHD

PDU

P.LAM.

PLYWD.

PNL.

PR.

PRE-FAB

PSF

PSI

PVC

Q.T.

R R.A.F.

R.A.G.

RECEP.

REF

REINF

REQ'D.

REV.

R.D.

R.O.

SCHED.

SCW

SECT.

S.F.

SFRM

S.G.P.

SQ. IN.

SHT.

SHTS.

SIM.

SPECS

S.S.

STC

STD.

STL.

STOR.

STRUCT

SUSP.

SQ.

T&G

TEL.

T.O.STL.

T.O.B.

T.O.S.

T.O.SH.

T.O.W.

TYP.

U.L.

U.O.N.

VCT OR VT

VDC

VERT.

W/ W.C.

WCO

WMP

WWF

YD.

MATERIAL

MAXIMUM

MECHANICAL

MECHANICAL, ELECTRICAL & PLUMBING

MANUFACTURER

MANAGER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MODIFIED

METAL

METAL WALL PANEL

NUMBER

NOT APPLICABLE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED CONTRACTOR INSTALLED

OPENING

OPPOSITE

OCCUPATIONAL SAFETY AND HEALTH ACT

OVERHEAD

POWER DISTRIBUTION UNIT

PLASTIC LAMINATE

PLYWOOD

PANEL

PAIR

PRE-FABRICATED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT, PRESSURE TREATED

POLYVINYL CHLORIDE

QUARRY TILE

RADIUS

RAISED ACCESS FLOOR

RETURN AIR GRILLE

RUBBER BASE

RECEPTION, RECEPTIONIST

REFRIGERATOR, REFER, REFERENCE

REINFORCING, REINFORCEMENT

REQUIRED

REVISED, REVISION

ROOF DRAIN

ROUGH OPENING

SEALED CONCRETE

SCHEDULE

SOLID CORE WOOD

SECTION

SQUARE FEET

SPRAYED FIRE RESISTIVE MATERIAL

SEMI-GLOSS PAINT

SQUARE INCHES

SHEET

SHEETS

SIMILAR

SPECIFICATIONS

SERVICE SINK

SOUND TRANSMISSION CLASS

STANDARD

STEEL

STORAGE

STRUCTURAL, STRUCTURE

SUSPENDED

SQUARE

TONGUE & GROOVE

TELEPHONE

TEMPERED GLASS

TOP OF STEEL

TOP OF BRICK, TOP OF BEAM

TOP OF STEEL, TOP OF SLAB

TOP OF SHEATHING

TOP OF WALL

TYPICAL

UNDERWRITERS LABORATORIES

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

VAPOR BARRIER

VIRTUAL DESIGN & CONSTRUCTION

VERTICAL

VIRTUAL REALITY

WITH

WATER CLOSET

WALL CLEANOUT

WIRE MESH PARTITION

WOOD

WELDED WIRE FABRIC

YARD

PLAN SYMBOLS

DRAWING TITLE

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

VIEW TITLE LEVEL HEAD

A101

SIM

DETAIL SECTION WALL SECTION

BUILDING SECTION CALLOUT HEAD & REGION

A101

SIM

A101

SIM

A101

SIM

A101

SIM

Name Elevation

ROOM NAME

150 SF

ROOM TAG ROOM TAG W/ AREA

MATERIAL SYMBOLS

1-HOUR RATED WALL 2-HOUR RATED WALL

3-HOUR RATED WALL SMOKE RATED WALL

BATT INSULATION CONCRETE

GRAVEL EARTH

EXPOSED & FINISHED WOOD TRIM GYPSUM / PLASTER

MASONRY - CONCRETE BLOCK MASONRY - BRICK

PLYWOOD RIGID INSULATION

STUCCO / E.I.F.S. STEEL

GENERAL NOTES

1. <>

XXX

DOOR TAG WINDOW & LOUVER TAG

WALL & CURTAIN WALL TAG REVISION TAG

VIEW REFERENCE NORTH ARROW

MATCHLINE SEE XX/A101

A-101 A-101

EXTERIOR ELEVATION INTERIOR ELEVATION

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1 2 3 4

0 5 o

C D13

D14

D2 D8 D2 D8

S L O

P E

S L O

P E

S L O

P E

S L O

P E

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0"

40' - 7"

41' - 0"

D7 D7 D7

13' - 4"

97' - 7"13' - 3"

10' - 8"

11' - 0"

40' - 7"

13' - 4"

41' - 7"

25' - 0"

25' - 2 3/4"

97' - 9"

28' - 10"

9' - 8"

23' - 0" 5'

49' - 0"

S L O

P E

D8 D2

D8 D2 D8 D2

D15 D15

D7 D7

RIDGE

D7 (48x48)

(6)

(6)D7 (48x48)

D1D1

D5 D11

(44x44)(44x44) (44x44)

D3(27x27)

D3D1D1

D11

(44x44)

(84x48) (84x48) D15 (6)

(28x28) D8 D2

D15(6)

DSDSDSDSDSDSDSDS

DS DS

DS DS DS

(28x28)

(12)

(84x48)

(2 1/2) D1D1

(3)

(30X32)

D10(38X34)

DS DS DS DS DS DS

D12

D1D1

1/ 2"

DS DS DS DS

DEMOLITION PLAN LEGEND

GENERAL SHEET NOTES

DEMOLITION PLAN LEGEND & SHEET NOTES

A. NO STRUCTURAL ELEMENTS ARE TO BE REMOVED OR DAMAGED DURING

DEMOLITION UNLESS SPECIFICALLY NOTED TO BE DEMOLISHED. ANY STRUCTURAL

DISCREPANCIES THAT MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

B. DO NOT SCALE DRAWINGS. QUESTIONS OR DISCREPANCIES REGARDING

DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING.

C. VERIFY FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY TO CONFIRM THAT

DEMOLITION WORK CAN BE PERFORMED IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND THE INTENDED SCOPE OF WORK REFLECTED ON THE

DRAWINGS PRIOR TO INITIATING DEMOLITION.

D. VERIFY ALL SYSTEMS AND UTILITY LINES PRIOR TO DEMOLITION. ALL SERVICES

SHALL REMAIN UNINTERRUPTED FOR PORTIONS OF BUILDING TO REMAIN IN

SERVICE.

E. SEE SPECIFICATION SECTIONS 02 82 00 ASBESTOS REMEDIATION, 02 83 00 LEAD

REMEDIATION AND THE REPORT FOR ASBESTOS CONTAINING MATERIAL SURVEY,

LEAD-BASED PAINT SURVEY AND HAZARDOUS MATERIAL SURVEY , DATED 11/8/18,

CONDUCTED BY AEROSTAR SES, LLC.

F. CONDUCT DEMOLITION OPERATIONS SO AS TO PREVENT DAMAGE TO ADJACENT

BUILDING, STRUCTURES, OTHER FACILITIES, AND INJURY TO PERSONS. REPORT

ANY STRUCTURAL DISCREPANCY THAT MAY AFFECT THE STRUCTURAL INTEGRITY

OF THE BUILDING TO THE CONTRACTING OFFICER. COORDINATE WITH THE

AUTHORITY HAVING JURISDICTION TO VERIFY THAT DEMOLITION OPERATIONS ARE

CONDUCTED IN COMPLIANCE WITH APPLICABLE CODES.

G. REMOVE DEMOLITION MATERIALS AND DEBRIS FROM PROJECT SITE AS

SPECIFIED . DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF IN

ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODE

REQUIREMENTS.

H. REFER TO SPECIFICATIONS AND MECHANICAL DRAWINGS FOR ADDITIONAL

DEMOLITION INSTRUCTIONS.

I. NUMBER ASSOCIATED WITH KEYNOTES REFER TO THE SIZE OF THE PENETRATION

IN INCHES. FOR EXAMPLE, (18 X 20) REFERS TO AN 18" X 20" RECTANGULAR CURB,

(10) REFERS TO A 10" ROUND PENETRATION. CONTRACTOR TO FIELD VERIFY ALL

EXISTING OPENINGS AND COORDINATE WITH NEW EQUIPMENT.

NO WORK THIS AREA

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OVERALL DEMOLITION ROOF PLAN

DEMOLITION KEYNOTES

KEYNOTE KEYNOTE TEXT

D1 REMOVE ROOF MEMBRANE AND INSULATION DOWN TO SLOPED METAL ROOF

DECK. SEE DETAIL E2/AD501.

D2 REMOVE MASTIC, METAL FLASHING, GUTTER AND ROOF MEMBRANE. SEE

DETAIL E5/AD501.

D3 REMOVE PARAPET CAP. SEE DETAIL A2/AD501.

D4 REMOVE RAIN HOOD, METAL RING, FLASHING AND ROOF MEMBRANE AT

HEATED VENT STACK. SEE DETAIL D4/AD503.

D5 REMOVE MASTIC, METAL ROOF EDGE FLASHING AND ROOF MEMBRANE. SEE

DETAIL A5/AD501.

D6 REMOVE FLASHING AT VENT THRU ROOF, VENT TO REMAIN. SEE DETAIL

A4/AD503.

D7 REMOVE EQUIPMENT AND CURB. SEE DETAIL A7/AD503.

D8 REMOVE ALUMINUM GUTTER AND DOWNSPOUTS.

D9 REMOVE ROOF MEMBRANE AND FLASHING. SEE DEAIL A2/AD502.

D10 REMOVE ROOF HATCH AND CURB.

D11 REMOVE EXPANSION JOINT, CANT, AND ROOF MEMBRANE. SEE DETAIL

D7/AD503.

D12 REMOVE ROOF HATCH ACCESS LADDER. SEE DETAIL A4/AD504.

D13 REMOVE ROOF TO ROOF ACCESS LADDER. SEE DETAIL A6/AD504.

D14 REMOVE ROOF PARAPET CROSSOVER ACCESS LADDER. SEE DETAIL

A8/AD504.

D15 REMOVE ABANDONED PENETRATION TO BELOW DECK SEE DETAIL A6/AD502

FOR CAP.

SCALE: = 1'-0"

0 16 3216

1/16"

REMOVE SUPPORT STRAP WITH

EXPANSION ANCHORS

REMOVE SINGLE PLY MEMBRANE

FLASHING

REMOVE BONDING ADHESIVE

REMOVE SEALANT

REMOVE METAL GUTTER STRAP

REMOVE METAL GUTTER

REMOVE 4" X 4" METAL DOWNSPOUT

4" BRICK VENEER TO REMAIN

TREATED WOOD BLOCKING AND

LAG SCREW TO REMAIN

REMOVE SINGLE PLY

MEMBRANE ROOFING

REMOVE RIGID INSULATION

METAL DECK AND BAR JOIST TO

REMAIN

LOAD BEARING CMU TO REMAIN

PRESSURE TREATED

LUMBER TO REMAIN

CMU TO REMAIN

REMOVE PREFABRICATED

METAL COPING

SLOPE

REMOVE 5/8" GWB

REMOVE RIGID

INSULATION

REMOVE SINGLE PLY

MEMBRANE ROOFING

BRICK VENEER TO REMAINMETAL DECK TO REMAIN

LOAD BEARING CMU TO

REMAIN

REMOVE SINGLE PLY ROOF

MEMBRANE

REMOVE RIGID INSULATION

REMOVE 5/8" GWB AT HIGH

ROOF ONLY

3" STEEL DECK TO REMAIN

TOP CHORD OF BAR JOIST

TO REMAIN

TREATED WOOD BLOCKING AND LAG

SCREW TO REMAIN

REMOVE SINGLE PLY MEMBRANE

ROOFING

REMOVE RIGID INSULATION

REMOVE 5/8" GYP BOARD

REMOVE SINGLE PLY MEMBRANE

FLASHING

REMOVE BONDING ADHESIVE

BRICK VENEER TO REMAIN

LOAD BEARING CMU TO REMAIN

METAL DECK AND BAR JOIST TO

REMAIN

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SCALE: N.T.S.

TYPICAL ROOF EDGE DEMOLITION

SCALE: N.T.S.

PARAPET DEMOLITION

SCALE: = 1'-0"3"

SCALE: N.T.S.

TYPICAL ROOF DEMOLITION

SCALE: N.T.S.

TYPICAL ROOF EDGE DEMOLITION

THRU WALL FLASHING TO REMAIN

WEEP SLOTS AT 24" O.C. TO REMAIN

4" SPLIT FACE CMU TO REMAIN

REMOVE DOWNSPOUTS AND

SUPPORT STRAPS

METAL FLASHING TO REMAIN

REMOVE SINGLE PLY

MEMBRANE FLASHING

REMOVE RIGID

INSULATION

METAL DECK AND BAR

JOISTS TO REMAIN

LOAD BEARING

CMU TO REMAIN

REMOVE SINGLE PLY

MEMBRANE ROOF

REMOVE SPLASH BLOCK

AT DOWNSPOUT

REMOVE SEALANT

FLEXIBLE PVC CAP;

FIELD VERIFY PIPE SIZE

FOR APPROPRIATE CAP

EXISTING PIPE

SST WORM DRIVE CLAMP

VARIES

US Army Corps of Engineers ®

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SCALE: N.T.S.

TYPICAL ROOF/WALL DEMOLITION

SCALE: = 1'-0"3"

SCALE: N.T.S.

TYP. CAPPED ROOF PENETRATION

THRU WALL FLASHING

TO REMAIN

WEEP SLOTS AT 24" O.C.

TO REMAIN

BRICK VENEER TO REMAIN

REMOVE PREMANUFACTURED

EXPANSION JOINT COVER

REMOVE SINGLE PLY

MEMBRANE ROOF

MTL. DECK TO REMAIN

LOAD BEARING CMU

TO REMAIN

REMOVE RIGID INSULATION

AND 5/8" GWB

MTL. DECK TO REMAIN

REMOVE SINGLE PLY

MEMBRANE ROOF

REMOVE RIGID

INSULATION

MTL. DECK TO REMAIN

REMOVE EXISTING SINGLE PLY MEMBRANE

REMOVE MEMBRANE FLASHING

REMOVE SEALANT

VTR TO REMAIN

REMOVE RIGID INSULATION

REMOVE BASE FLASHING, LAP

SEALANT AND SINGLE PLY MEMBRANE

MTL. DECK TO REMAIN

REMOVE EQUIPMENT, AS INDICATED

ON DEMOLITION PLAN(S)

REMOVE ROOF CURB

WOOD BLOCKING

TO REMAIN, COORDINATE WITH NEW ROOF

CURB

MTL. DECK TO REMAIN

REMOVE EXISTING SINGLE PLY MEMBRANE

REMOVE MEMBRANE FLASHING

REMOVE SEALANT

HOT VENT TO REMAIN

REMOVE RIGID INSULATION

WOOD BLOCKING TO REMAIN

US Army Corps of Engineers ®

SHEET ID

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SCALE: N.T.S.

ROOF INTERSECTION DEMOLITION

DETAIL

SCALE: N.T.S.

DEMOLITION @ VENT THRU ROOF DETAIL

SCALE: N.T.S.

TYP. DEMOLITION @ EQUIPMENT CURB

DETAIL

SCALE: = 1'-0"3"

SCALE: N.T.S.

DEMOLITION @ HEATED VENT STACK

DETAIL

E R

REMOVE FLOOR BRACKET

MASONRY WALL

TO REMAIN

TOP OF SLAB

REMOVE STEEL

LADDER

REMOVE ROOF HATCH

AND MTL. FLASHING

BRICK VENEER ON CMU

TO REMAIN

REMOVE GUTTER AND

DOWNSPOUT

REMOVE STEEL LADDER

REMOVE PITCH PAN

TOP OF ROOF MEMBRANE

BRICK VENEER ON CMU

TO REMAIN

REMOVE STEEL LADDER

TOP OF ROOF MEMBRANE

UPPER ROOF

US Army Corps of Engineers ®

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SCALE: N.T.S.

ROOF HATCH ACCESS

LADDER DEMOLITION DETAIL

SCALE: = 1'-0"

0 2 42

1/2"

SCALE: N.T.S.

ROOF ACCESS

LADDER DEMOLITION DETAIL

SCALE: N.T.S.

PARAPET CROSSOVER

LADDER DEMOLITION DETAIL

GENERAL SHEET NOTES

1. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR

CONCRETE U.N.O.

2. DOWNSPOUTS, GUTTERS, ROOF EDGE, FASCIA, COPING, ETC. TO BE

PREFINISHED ALUMINUM DARK BRONZE TO MATCH EXISTING. CONTRACTING

OFFICER'S REPRESENTATIVE TO APPROVE ALL COLOR SELECTIONS.

3. GENERAL CONTRACTOR SHALL PROVIDE OSHA CONFORMING TEMPORARY

STAIR TOWERS FOR SAFE ROOF ACCESS TO EACH ROOF SHOWN ON THIS

SHEET. SLOPE OF STAIRS TO BE NOT LESS THAN 30 DEGREES FROM

HORIZONTAL AND NOT MORE THAN 45 DEGREES FROM HORIZONTAL.

TEMPORARY STAIR TOWERS TO BE INSTALLED BY GENERAL CONTRACTOR

PRIOR TO START OF DEMOLITION AND REMOVED BY GENERAL CONTRACTOR

UPON ACCEPTANCE BY THE GOVERNMENT OF NEW ROOFS.

4. ALL EXTERIOR METAL (COPING, FASCIA, GUTTERS, DOWNSPOUTS, ECT.) TO

MATCH BENJAMIN MOORE MANOR BROWN 345287, AND SHALL BE APPROVED BY

THE CONTRACTING OFFICER.

NO WORK THIS AREA

WALK PADS

1 2 3 4

0 5 o

2 8 2 8

S L O

P E

S L O

P E

S L O

P E

S L O

P E

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0"

40' - 7"

41' - 0"

7 7

13' - 4"

97' - 7"

13' - 3"

10' - 8"

11' - 0"

40' - 7"

13' - 4"

41' - 7"

25' - 0"

25' - 2 3/4"

97' - 9"

28' - 10"

9' - 8"

23' - 0" 5'

49' - 0"

S L O

P E

8 2

8 2 8

7 7

RIDGE

7 (48x48)

(6)

7 (48x48)

D11

5 11

(44x44)(44x44) (44x44)

3(27x27)

D11

(44x44)

(84x48) (84x48) 6 (6)

(28x28)

8 2

6(6)

DSDSDSDSDSDSDSDS

DS DS

DS DS DS

(28x28)

(12)

(84x48)

(2 1/2) D11

(3)

(30X32)

10(38X34)

DSDS DS DS

DS DS DS DS DS DS

17181818181818

18 18

65' - 9"

199' - 0"

20 20

18 18 18 18 18 18

SCALE: = 1'-0"

0 16 3216

1/16"

US Army Corps of Engineers ®

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KEYNOTES

KEYNOTE KEYNOTE TEXT

1 FULLY ADHERED EPDM MEMBRANE ON COVER BOARD AND R-30 RIGID

INSULATION (2 LAYERS MINIMUM) ON EXISTING METAL DECK, SEE DETAIL

E2/A501. CONTRACTOR TO INSTALL ROOF SYSTEM IN ACCORDANCE WITH

SPECIFICATIONS.

2 ROOF EDGE FLASHING AND GUTTER,SEE DETAIL E5/A501.

3 PARAPET CAP FLASHING, SEE DETAIL A2/A501.

4 RAIN HOOD, METAL CURB FLASHING AND ROOF MEMBRANE AT HEATED VENT

STACK, SEE DETAIL E2/A503.

5 ROOF EDGE FLASHING, SEE DETAIL A5/A501.

6 VENT THRU ROOF FLASHING, SEE DETAIL A2/A503.

7 INSTALL EQUIPMENT AND EQUIPMENT CURB, SEE DETAIL A7/A503.

8 ALUMINUM GUTTER AND DOWN SPOUTS.

9 ROOF MEMBRANE AND ROOF TO WALL FLASHING, SEE DETAIL A2/AD502.

10 ROOF HATCH.

11 ROOF MEMBRANE AND EXPANSION JOINT, SEE DETAIL D6/AD503.

12 ROOF HATCH ACCESS LADDER. SEE DETAIL A4/A504.

13 ROOF ACCESS LADDER. SEE DEATAIL A6/A504.

14 PARAPET CROSSOVER LADDER. SEE DETAIL A8/A504.

15 ROOF WALKPADS.

16 FALL PROTECTION END ANCHOR, SEE STRUCTURAL AND DETAIL E6/A502.

17 FALL PROTECTION CORNER ANCHOR. SEE STRUCTURAL AND DETAIL E6/A502.

18 FALL PROTECTION INTERMEDIATE ANCHOR, SEE STRUCTURAL AND DETAIL

A6/A502.

19 STAINLESS STEEL FALL ARREST CABLE SEE STRUCTURAL.

20 DOUBLE WALKPAD AT EACH ROOF TO ROOF DOWNSPOUT, TYP.

SCALE: N.T.S.

OVERALL NEW ROOF PLAN

METAL DECK AND BAR JOIST TO

REMAIN

COVERBOARD

2 LAYERS OF RIGID INSULATION,

MIN. R-30

EPDM FULLY ADHERED

MEMBRANE

SHEET METAL FASCIA &

CONTINUOUS GALVANIZED

CLEAT

BONDING ADHESIVE

REINFORCED EPDM MEMBRANE

GUTTER GUARD, PROVIDE

POSITIVE SLOPE

6" WIDE PRESSURE SENSITIVE TAPE

5 1/2"

8 1/2"

ALUMINUM DOWNSPOUT

ALUMINUM SUPPORT STRAP

SLOPE

RIGID INSULATION MIN R-30

BRICK VENEER TO REMAIN

METAL DECK TO

REMAIN

LOAD BEARING CMU TO

REMAIN

EXISTING RIGID INSULATION

BONDING ADHESIVE

EPDM FULLY ADHERED MEMBRANE

METAL COPING

HOT DIP GALVANIZED ROOF NAILS

4" O.C. MAX

3/8" MIN.

EXISTING 2X WOOD NAILER

ANCHOR CLIP FASTENERS

COPING ANCHOR CLIP

BONDING ADHESIVE

EPDM FULLY ADHERED

MEMBRANE

V A

T O

'-8

FIELD VERIFY

1' - 2 7/8"

BRICK VENEER TO REMAIN

LOAD BEARING CMU TO REMAIN

METAL DECK AND BAR JOIST TO

REMAIN

6" WIDE PRESSURE SENSITIVE CURED

COVER STRIP WITH EPDM PRIMER

9" WIDE PRESSURE FLASHING WITH

EPDM PRIMER

2" MIN.LAP SEALANT

FASCIA

2X WOOD BLOCKING

2 LAYERS OF RIGID

INSULATION, MIN. R-30

COVER BOARD

EPDM FULLY ADHERED

MEMBRANE

EXISTING WOOD

BLOCKING

WOOD BLOCKING

2X WOOD BLOCKING

EPDM FULLY ADHERED

MEMBRANE

2 LAYERS OF RIGID

INSULATION, MIN R-30

EXISTING BAR JOIST

COVERBOARD

EXISTING STEEL DECK

GENERAL SHEET NOTES

1. ALL EXTERIOR METAL (COPING, FASCIA, GUTTER, DOWNSPOUTS, ECT.) TO MATCH

BENJAMIN MOORE MANOR BROWN 345287, AND SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

US Army Corps of Engineers ®

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SCALE: N.T.S.

TYPICAL ROOF EDGE DETAIL

SCALE: N.T.S.

PARAPET DETAIL

SCALE: N.T.S.

TYPICAL ROOF EDGE DETAIL

SCALE: N.T.S.

TYPICAL ROOF DETAIL

THRU WALL FLASHING TO REMAIN

WEEP SLOTS AT 24" O.C.

TO REMAIN

4" SPLIT FACE CMU TO REMAIN

METAL FLASHING TO REMAIN

METAL DECK AND BAR

JOISTS TO REMAIN.

LOAD BEARING

CMU TO REMAIN

COVERBOARD

2 LAYERS OF RIGID INSULATION, MIN R-30

ROOF WALKPAD

BONDING ADHESIVE

EPDM FULLY ADHERED MEMBRANE

ALUMINUM DOWNSPOUT

ALUMINUM SUPPORT STRAP

SEALANT

NEW COUNTERFLASHING TO LAP

UNDER EXISTING FLASHING

TERMINATION BAR AND

FASTENER

EXISTING STEEL CHANNEL

JOISTS BEYOND

SEE STRUCTURAL FOR FALL

PROTECTION ATTACHMENT

EXISTING STEEL ROOF

DECK

LAP SEALANT, TYP.

STAINLESS STEEL CLAMPING RINGPROTECTIVE STRIP OF EPDM

3" MIN. 3" MIN.

1" MIN.

PRESSURE-SENSITIVE

FLASHING WITH EPDM PRIMER

EPDM FULLY ADHERED

MEMBRANE

COVER BOARD

2 LAYERS OF RIGID

INSULATION, MIN. R-30

FALL PROTECTION, SEE STRUCTURAL

SST FALL PROTECTION CABLE

SEE STRUCTURAL

8" M

EXISTING STEEL CHANNEL

JOISTS BEYOND

SEE STRUCTURAL FOR FALL

PROTECTION ATTACHMENT

EXISTING STEEL ROOF

DECK

LAP SEALANT, TYP.

STAINLESS STEEL CLAMPING RINGPROTECTIVE STRIP OF EPDM

3" MIN. 3" MIN.

1" MIN.

PRESSURE-SENSITIVE

FLASHING WITH EPDM PRIMER

EPDM FULLY ADHERED

MEMBRANE

COVER BOARD

2 LAYERS OF RIGID

INSULATION, MIN. R-30

FALL PROTECTION, SEE STRUCTURAL

SST FALL PROTECTION CABLE

SEE STRUCTURAL

8" M

3" MIN. 3" MIN.

GENERAL SHEET NOTES

1. ALL EXTERIOR METAL (COPING, FASCIA, GUTTER, DOWNSPOUTS, ECT.) TO MATCH

BENJAMIN MOORE MANOR BROWN 345287, AND SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

US Army Corps of Engineers ®

SHEET ID

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SCALE: N.T.S.

TYPICAL ROOF/WALL DETAIL

SCALE: N.T.S.

FALL PROTECTION PENETRATION DETAIL

@ INTERMEDIATE ANCHOR

SCALE: N.T.S.

FALL PROTECTION PENETRATION DETAIL

@ END AND CORNER ANCHOR

EXISTING 3" METAL DECK

EXISTING VTR

LAP SEALANT, TYP.

STAINLESS STEEL CLAMPING RINGPROTECTIVE STRIP OF EPDM

3" MIN. 3" MIN.

1" MIN.

PRESSURE-SENSITIVE

FLASHING WITH EPDM PRIMER

EPDM FULLY ADHERED

MEMBRANE

COVER BOARD

2 LAYERS OF RIGID

INSULATION, MIN. R-30

8" M

MTL. DECK TO REMAIN

SEALANT

PRESSURE-SENSITIVE

FLASHING WITH EPDM

PRIMER

2 LAYERS OF

RIGID INSULATION,

MIN. R-30

COVER BOARD

EPDM FULLY ADHERED

MEMBRANE

RAIN HOOD

METAL COLLAR

STAINLESS STEEL

CLAMPING RING

LAP SEALANT

2X BLOCKING

8" M

PIPE TO REMAIN

THRU WALL FLASHING

TO REMAIN

WEEP SLOTS AT 24" O.C.

TO REMAIN

BRICK VENEER TO REMAIN

MTL. DECK TO REMAIN

LOAD BEARING CMU

TO REMAIN

BONDING ADHESIVE

6" WIDE PRESSURE-

SENSITIVE TAPE

SEAM FASTENING PLATE

COVERBOARD

ENCASED BATT INSULATION

OVERLAP

3" MIN.

EPDM FULLY ADHERED MEMBRANE

2 LAYERS OF RIGID INSULATION, MIN. R-30

COVERBOARD

NEW COUNTERFLASHING TO LAP

UNDER EXISTING FLASHING

TERMINATION BAR AND

FASTENER

MTL. DECK TO REMAIN

EQUIPMENT, AS INDICATED ON PLAN(S)

PREFABRICATED INSULATED

METAL CURB ANCHORED TO

STRUCTURE

EXISTING WOOD BLOCKING,

COORDINATE WITH ROOF CURB

PRESSURE-SENSITIVE TAPE WITH

EPDM PRIMER

EPDM FULLY ADHERED MEMBRANE

COVERBOARD

OVERSIZED FOAM ROD STOCK

ADHERED IN PLACE

EPDM MEMBRANE FLASHING

BONDING ADHESIVE

TERMINATION BAR W/ FASTENER

8" M

OVERLAP

GENERAL SHEET NOTES

1. ALL EXTERIOR METAL (COPING, FASCIA, GUTTER, DOWNSPOUTS, ECT.) TO MATCH

BENJAMIN MOORE MANOR BROWN 345287, AND SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

US Army Corps of Engineers ®

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SCALE: N.T.S.

VENT THRU ROOF DETAIL

SCALE: N.T.S.

HEATED VENT STACK DETAIL

SCALE: N.T.S.

ROOF INTERSECTION DETAIL

SCALE: N.T.S.

TYP. EQUIPMENT CURB DETAIL

FLOOR BRACKET

MASONRY WALL

TO REMAIN

TOP OF SLAB

PAINTED STEEL

LADDER

ROOF HATCH AND MTL.

FLASHING

'-2

V E

LADDER SAFETY POST

BRICK VENEER ON CMU

TO REMAIN

GUTTER AND

DOWNSPOUT

STEEL LADDER

TOP OF ROOF MEMBRANE

STEEL LADDER

7' -5

V E

Y 3'

BRICK VENEER ON CMU

TO REMAIN

STEEL LADDER

TOP OF ROOF MEMBRANE

8' -4

V E

Y 3'

2'-7 3/4" FIELD VERIFY

GENERAL SHEET NOTES

1. SEE SPECIFICATION SECTION 05 51 33 FOR LADDER REQUIREMENTS AND

FASTENING.

US Army Corps of Engineers ®

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D A

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C O

N T

R A

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N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

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M A

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D E

S C

N O

R F

O L

K D

H M

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D V

A-504

D E

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P L

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H M

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V A

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M J F

T D

W A

-1

-2

100% CORRECTED FINAL SUBMITTAL - NOT FOR CONSTRUCTION

W A

R E

H O

U S

O O

F R

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L A

C E

M E

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L A

H M

O N

D P

R O

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N U

M B

E R

SCALE: N.T.S.

ROOF HATCH ACCESS

LADDER DETAIL

SCALE: N.T.S.

ROOF ACCESS

LADDER DETAIL

SCALE: N.T.S.

PARAPET CROSSOVER

LADDER DETAIL

STRUCTURAL NOTES

DESIGN PER INTERNATIONAL BUILDING CODE, 2015, AS MODIFIED BY UFC 3-301-01 (NOV 2018)

1. DEAD LOADS:

EPDM AND ROOF INSULATION...................................................................................................7 PSF

2. LIVE LOADS:

ROOF:

TYPICAL, U.N.O. .................................................................................................20 PSF (REDUCIBLE)

3. WIND LOADS: (BASED ON ASCE 7-10)

BASIC WIND SPEED ................................................................................................................115 MPH WIND RISK CATEGORY.......................................................................................................................II WIND EXPOSURE CATEGORY...........................................................................................................C INTERNAL PRESSURE COEFFICIENT........................................................................................+/-0.18 COMPONENTS AND CLADDING PRESSURES...................................................SEE TABLE BELOW

4. SNOW LOADS: (BASED ON ASCE 7-10)

GROUND SNOW LOAD, pg..........................................................................................................20 PSF LOW-SLOPE ROOF SNOW LOAD, pm........................................................................................20 PSF

SNOW EXPOSURE FACTOR, Ce.......................................................................................................1.0 SNOW LOAD IMPORTANCE FACTOR, ............................................................................................1.0 THERMAL FACTOR, Cf.......................................................................................................................1.1 RAIN ON SNOW SURCHARGE.....................................................................................................5 PSF

5. FALL PROTECTION LOADS

2,250 lbs AT TOP OF PIER FOR YEILDING (1,125 lbs PER PERSON) 5,000 lbs AT TOP OF PIER FOR RUPTURE

GENERAL STRUCTURAL NOTES

1. THE STRUCTURAL NOTES SHALL GOVERN IN MATTERS COVERED ON THE STRUCTURAL DRAWINGS.

SEE PROJECT SPECIFICATION AND OTHER DRAWINGS FOR FURTHER REQUIREMENTS. TOTAL

PROJECT DEFINITION WILL BE PROVIDED BY COMBINING PROJECT SPECIFICATIONS,

ARCHITECTURAL MECHANICAL AND STRUCTURAL DRAWING PACKAGES.

2. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE INDICATED. THEY DO NOT REPRESENT THE METHOD OF CONSTRUCTION. REFER TO DEMOLITION PLANS FOR EXTENT OF

EXISTING STRUCTURE TO BE REMOVED. STRUCTURAL DRAWINGS AND DETAILS REFLECT

CONDITION OF EXISTING STRUCTURE AFTER DEMOLITION WORK IS COMPLETED.

3. TAKE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING

CONSTRUCTION. SUCH MEASURES SHOULD INCLUDE, BUT NOT BE LIMITED TO TEMPORARY

BRACING FOR SHORING OF DEAD LOADS, CONSTRUCTION LOADS, WIND LOADS ETC.

4. FOR TYPICAL DETAILS SHOWN BUT NOT REFERRED TO EXCEPT HEREIN, CONFORM TO ALL OF

THE REQUIREMENTS OF THESE DETAILS TO THE SAME EXTENT AS IF REFERRED TO BY DETAIL

NUMBER.

5. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY ARCHITECTURAL AND MECHANICAL

EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH

STRUCTURAL WORK AFFECTED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR

OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS.

STRUCTURAL DESIGN CRITERIA

AISC AMERICAN INSTITURE OF STEEL CONSTRUCTION

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

AWS AMERICAN WELDING SOCIETY

CJP COMPLETE-JOINT PENETRATION WELD

CMU CONCRETE MASONRY UNIT

DIA DIAMETER

EOR ENGINEER OF RECORD

EX EXISTING

GC GENERAL CONTRACTOR

ksi KIPS PER SQUARE INCH lbs POUNDS

MAX MAXIMUM

MIN MINIMUM

OC ON CENTER

PL PLATE

PSF POUNDS PER SQUARE FOOT

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

W/ WITH

STRUCTURAL SYMBOLS AND ABBREVIATIONS

STRUCTURAL STEEL NOTES

1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH

THE STEEL CONSTRUCTION MANUAL, 14TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL

CONSTRUCTION, AND THE STRUCTURAL WELDING CODE (AWS D1.1), LATEST EDITION, BY THE

AMERICAN WELDING SOCIETY.

2. ALL W SECTIONS TO BE ASTM A992. ALL HSS SECTIONS TO BE ASTM A500, GRB. ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36KSI) EXCEPT AS OTHERWISE NOTED

ON DRAWINGS.

3. ALL BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325, UNO.

4. ALL STRUCTURAL SHOP AND FIELD WELDING SHALL BE MADE WITH ELECTRODES DESIGNATED BY

E70XX LOW HYDROGEN AND SHALL BE PERFORMED BY CERTIFIED WELDERS.

5. THE NUMBER OF BOLTS IN STRUCTURAL STEEL CONNECTIONS SHALL BE AS SHOWN ON S501 AND S502

5.1 ALL CONNECTIONS, U.N.O., SHALL BE MADE WITH 3/4" DIA. A325 BOLTS, DESIGNED AS

TYPE "N" BEARING CONNECTIONS.

5.2 THE MINIMUM NUMBER OF BOLTS IN ANY CONNECTION OF SECONDARY MEMBERS SHALL

BE TWO 3/4" DIA. A325 BOLTS, U.N.O.

6. ALL WELDS ARE TO BE PER A.W.S. D1.1 CODE (LATEST EDITION). ALL WELDS SHALL BE 3/16"

MINIMUM FILLET WELDS U.N.O. OR AS REQUIRED BY A.I.S.C.

7. ALL WELDERS TO BE QUALIFIED PER A.W.S. D1.1

8. SEE ARCHITECTURAL DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

9. ALL STRUCTURAL STEEL MEMBERS, ANGLES, BARS, ANCHORS, ANCHOR BOLTS, ETC. EXPOSED TO

WEATHER SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 AFTER FABRICATION.

ANCHOR

TYPE

BASIS OF DESIGN ALTERNATIVES

SLEEVE

ANCHOR

HILTI POWERS

MFR. PRODUCT

HLC

MFR. PRODUCT

SIMPSON

LOK-BOLT AS

SLEEVE-ALL

POST-INSTALLED ANCHOR NOTES

1. ALL "BASIS OF DESIGN" POST-INSTALLED ANCHORS ARE INDICATED ON THE DRAWINGS. "BASIS OF DESIGN" ANCHORS MAY BE SUBSTITUTED FOR ALTERNATIVE ANCHORS INDICATED IN TABLE WITH

WRITTEN APPROVAL BY E.O.R.

2. "BASIS OF DESIGN" ANCHOR PRODUCTS ARE SPECIFICALLY REQUIRED TO MEET THE STRUCTURAL CALCULATIONS OF THE E.O.R. SUBSTITUTION FOR ANCHORS SHOWN ON PLAN REQUIRE EVALUATION AND WRITTEN APPROVAL BY ENGINEER OF RECORD. PROVIDE APPROPRIATE ALTERNATIVE ANCHOR

WITH EQUIVALENT SHEAR AND TENSION CAPACITIES AFTER MODIFICATION DUE TO

EMBEDMENT, SPACING AND EDGE DISTANCES. LOAD CAPACITIES SHALL BE BASED ON TESTS IN

ACCORDANCE WITH ACI 355.2 OR ASTM E488.

3. ANCHOR LOCATION, TYPE, DIAMETER, EMBEDMENT, AND EDGE DISTANCES SHALL BE AS INDICATED

ON DRAWINGS. ANCHOR EMBEDMENT DEPTH IS THE DISTANCE FROM THE SURFACE OF THE BASE

MATERIAL TO THE INSTALLED END OF THE ANCHOR, AND IS MEASURED PRIOR TO APPLICATION OF

AN INSTALLATION TORQUE (IF APPLICABLE).

4. ANCHOR PRODUCTS SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN

INSTRUCTIONS.

COMPONENTS AND CLADDING WIND PRESSURES (ULTIMATE)

EFFECTIVE WIND AREA (PSF)

<10

INTERIOR (1)

EDGE (2)

CORNER (3)

ALL ZONES (+)

-30.9

-51.9

-78.1

16.0

-28.9

-48.4

-72.9

16.0

INTERIOR (1)

EDGE (2)

CORNER (3)

ALL ZONES (+)

HIGH ROOF

(a = 8.5 FT)

LOW ROOF

(a = 5 FT)

ZONE (SEE PLAN)a =

-30.1

-46.4

-64.7

16.0

-28.1

-43.3

-60.4

16.0

-29.1

-39.1

-47.0

16.0

-27.2

-36.5

-43.8

16.0

>100

-28.3

-33.5

16.0

-26.4

-31.3

16.0

WAREHOUSE 44

NOTES:

1. EDGE ZONE (a) IS DISTANCE FROM CORNERS OF BUILDING AS SHOWN ON THE ROOF UPLIFT DIAGRAMS.

2. WIND PRESSURES SHOWN IN TABLE ARE FACTORED PER ASCE 7-10.

3. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TWOARDS AND AWAY FROM THE BUILDING SURFACES.

4. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN. INTERPOLATION MAY BE USED OTHERWISE USE THE LOWER EFFECTIVE AREA.

-32.2

-37.3

-44.8

16.0

INTERIOR (1)

EDGE (2)

CORNER (2')

ALL ZONES (+)

-32.2

-36.5

-44.1

16.0

-32.2

-35.5

-43.1

16.0

-32.2

-34.7

-42.3

16.0

CONNECTORS

(a = 3 FT)

COMPONENTS AND CLADDING

ROOF ZONE DIAGRAM

HIGH ROOF

CONNECTOR

3 32

2 21

LOW ROOF

22a a sl op e

HIGH EAVE

W A

R E

H O

U S

WAREHOUSE CONNECTOR COMPONENTS AND

CLADDING ROOF ZONE DIAGRAM

a a a a

SNOW DRIFT LOAD AT LOW ROOF/CONNECTORS

15.4 PSF

DRIFT WIDTH

17' - 7"

88.2 PSF

LOW ROOF/CONNECTORS

HIGH ROOF

15.4 PSF

DRIFT WIDTH

13' - 2"

70.0 PSF

HIGH ROOF

PARAPET

SNOW DRIFT LOAD AT HIGH ROOF/ PARAPETS

US Army Corps of Engineers ®

SHEET ID

U S

A R

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1 2

3 4

EX. W24X68 EX. W21X44 EX. W24X55 EX. W21X44 EX. W24X68

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

E X

. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

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. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 2 8L

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

MIN.

8' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 20' - 0" 30' - 0" 15' - 0"

MIN.

8' - 0"

E X

. 1 8K

S P

E X

. 2 0L

H S

E X

. 1 8K

S P

E X

. 1 8K

S P

E X

. 1 8K

S P

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

E X

. 1 6K

2E X

. 2 0L

H S

E X

. 2 0L

H S

E X

. 2 0L

H S

E X

. 2 0L

H S

E X

. 2 0L

H S

HIGH ROOF FALL PROTECTION FRAME.

SEE DETAILS S501. TYP FOR (32).

LOW ROOF FALL PROTECTION FRAME AT 20LH

JOIST. SEE DETAIL E2 S502. TYP FOR (3)

FRAMES THIS ROOF.

LOW ROOF FALL PROTECTION FRAME AT 16K

JOIST. SEE DETAIL E5 S502. TYP FOR (2)

FRAMES THIS ROOF.

MIN.

8' - 0" 15' - 7" 27' - 0" 26' - 10" 20' - 3" 10' - 6" ±

NOTES

1. SEE SHEET S001 FOR GENERAL NOTES.

2. SEE ARCHITECTURAL PLANS FOR DETAILS NOT SHOWN.

3. FIELD VERIFY DIMENSION PRIOR TO FABRICATION OF STEEL.

4. ANCHORS ARE TO BE USED IN CONJUNCTION WITH A VENDOR PROVIDED

HORIZONTAL CABLE LIFELINE SYSTEM.

5. THE ANCHOR DETAILS PROVIDED ARE BASED UPON A MAXIMUM OF TWO (2)

USERS ATTACHED TO THE LIFELINE SYSTEM AT ANY ONE TIME USING A 6'-0"

LONG SHOCK ABSORBING LANYARD RATED FOR 900 LBS. MAXIMUM ARREST

FORCE.

6. THE FALL ARREST ANCHORS ARE DESIGNED FOR A 5,000 LB. FORCE AGAINST

RUPTURE.

7. SEE SECTION 09 90 00 OF THE PROJECT SPECIFICATION FOR REQUIRED STEEL

COATINGS.

8. GC TO PROMPTLY NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF

INTERFERENCES OR CONDITIONS ENCOUNTERED IN THE FIELD

CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT

DRAWINGS.

9. FALL PROTECTION FRAME MEMBERS TO BE LOCATATED SUCH THAT

CONNECTIONS TO EXISTING JOISTS ALIGN TO VERTICAL ELEMENTS OF JOIST

WEBS. SEE DETAILS S501 AND S502. FIELD VERIFY CONSTRUCTION OF

EXISTING STEEL JOISTS.

(D O

U B

(D O

U B

(D O

U B

(D O

U B

(D O

U B

(D O

U B

(D O

U B

(D O

U B

EX. ROOF TOP

MECHANICAL UNIT. TYP.

T O

F A

C E

O F

E X

T E

R W

. T Y

C L

F A

R O

T E

C T

P O

CL FALL PROTECTION POST. TYP.

40' - 6" 40' - 0" 40' - 0" 40' - 0" 40' - 6"

S-502

10' - 6"

MIN.

8' - 0"

FALL ARREST ANCHOR

CONNECTOR

SCALE: = 1'-0"

0 16 3216

1/16"

US Army Corps of Engineers ®

SHEET ID

U S

A R

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

ROOF FALL PROTECTION ANCHOR LAYOUT PLAN

EXISTING 28LH.

W10x17 TYP.

HSS 6x6x3/8

FALL PROTECTION PIER BY

OTHERS.

ALL ANCHOR LOCATIONS PRIOR TO FABRICATION OF STEEL

JOIST SPACING VARIES. GC TO FIELD VERIFY JOIST SPANS AT

EXISTING EXTERIOR CMU.

S E

E P

O N

SEE PLAN ON S121

S-501

GALVANIZED STEEL PIER DESIGNED TO RESIST BOTH

A FALL ARRESTING FORCE OF 2,250 lbs WITH A SAFETY

FACTOR OF 2 TO 1 AGAINST YIELDING AS WELL AS A

5,000 lb FORCE AGAINST FRACTURE. SEE SPECIFICATION

SECTION 11 24 23. BASIS OF DESIGN IS THE PRO-BEL

STEEL PIER. ROOF DECK PENETRATION TO BE MAX 1"

LARGER THAN FALL PROTECTION POST.

ROOFING AND FLASHING. SEE ARCH.

NEW ROOFING. SEE ARCH.

6" M

A X

SEE S121 FOR LOCATION OF PIERS.

EXISTING VENEER

EXISTING CMU.

EXISTING ROOF DECK.

NEW W SECTION

BOLTED CONNECTION

HSS

CJP

8" M

6' - 8 1/8" ± GC TO FIELD VERIFY. 4' - 8" ± GC TO FIELD VERIFY.

NEW W SECTION. CONNECTION OF W BEAMS

TO EXISTING JOISTS TO BE ALIGNED TO

JOIST PANEL POINTS. GC. TO FIELD VERIFY

LOCATION OF EXISTING TRUSS WEB

ELEMENTS.

EXISTING 28LH

1 5/8" 1 1/2" 1/2"

3/8"

NEW W SECTION.

3/4" DIAMETER BOLTS.

L4x3-1/2x3/8 W/ SHORT SLOTTED HOLES.

GC TO FIELD VERIFY JOIST DEPTH FOR

CUT LENGTH OF ANGLE.

1/4 3/4

1/4 3/4TOP AND

BOTTOM.

EXISTING ROOF JOIST.

1/ 2"

L4x3-1/2x3/8

COPE FLANGE AND

CHIP FLUSH WITH WEB.

L4x3-1/2

JOIST CHORD

COPE BEAM

FLANGE FS. (TYP)

W E

E N

G T

H 3/

4" M

A N

H O

B A

C K

1/ 4"

F R

O M

T O

E O

NEW W SECTION.

2" 8"

2" 8" 2"

PL1/2x12"x1'-0" W/ (4) 1/2"

DIAMETER SLEEVE

ANCHORS. DO NOT INSTALL

SLEEVE ANCHORS IN ANY

HEAD OR BED JOINTS IN THE

CMU WALL.

EXISTING CMU

3/16 8

HSS6x6

L4x3-1/2x3/8 (TYP)

1 1/4"

2 1/4"

2" 3"

1" DIA. A325

BOLTS (TYP)

US Army Corps of Engineers ®

SHEET ID

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H R

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W A

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

TYPICAL FALL PROTECTION DETAIL AT HIGH ROOF

NOTES

1. SEE SHEET S001 FOR GENERAL NOTES.

2. SEE S121 FOR LOCATIONS OF FALL PROTECTION POSTS

3. GC TO FIELD VERIFY EXISTING JOIST SPACING, JOIST DEPTH AND LOCATION OF JOIST WEB

MEMBERS PRIOR TO FABRICATION OF STEEL.

4. ANCHORS ARE TO BE USED IN CONJUNCTION WITH A VENDOR PROVIDED HORIZONTAL CABLE

LIFELINE SYSTEM.

5. THE ANCHOR DETAILS PROVIDED ARE BASED UPON A MAXIMUM OF TWO (2) USERS ATTACHED TO THE LIFELINE SYSTEM AT ANY ONE TIME USING A SHOCK ABSORBING LANYARD RATED FOR 900

LBS. MAXIMUM ARREST FORCE.

6. THE FALL ARREST ANCHORS ARE DESIGNED FOR A 5,000 LB. FORCE AGAINST RUPTURE.

7. SEE SECTION 09 90 00 OF THE PROJECT SPECIFICATION FOR REQUIRED STEEL COATINGS.

8. GC TO PROMPTLY NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF INTERFERENCES OR

CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE

STRUCTURAL CONTRACT DRAWINGS

9. REMOVE EXISTING FIREPROOFING AS REQUIRED AND PROVIDE NEW FIREPROOFING TO EXPOSED

AREA OF JOISTS AND DECKING AFTER INSTALLATION. PROVIDE 2 HOUR SPRAY FIREPROOFING

PER ULP 819. ALTERNATIVE SYSTEMS MAY BE PROVIDED PER CONTRACTING OFFICER'S

APPROVAL.

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

SECTION

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

SECTION

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

SECTION

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

SECTION

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

SECTION

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

0 1 2 31

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

01 1

SCALE: = 1'-0"

0 2 42

1/2"

EXISTING 20LH

JOIST.

W10X17. TYP.

HSS 6x6x3/8

FALL PROTECTION

PIER BY OTHERS.

ALL ANCHOR LOCATIONS PRIOR TO FABRICATION OF STEEL

JOIST SPACING VARIES. GC TO FIELD VERIFY JOIST SPANS AT

EXISTING EXTERIOR CMU. SEE PLAN ON S121

S-502

S-502A3

S-502

WT2X6.5 BOLTED TO TOP

FLANGE OF W SECTION.

S-502

S E

E P

O N

P R

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GALVANIZED STEEL PIER DESIGNED TO RESIST BOTH

A FALL ARRESTING FORCE OF 2,250 lbs WITH A SAFETY

FACTOR OF 2 TO 1 AGAINST YIELDING AS WELL AS A

5,000 lb FORCE AGAINST FRACTURE. SEE SPECIFICATION

SECTION 11 24 23. BASIS OF DESIGN IS THE PRO-BEL

STEEL PIER. ROOF DECK PENETRATION TO BE MAX 1"

LARGER THAN FALL PROTECTION POST.

ROOFING AND FLASHING. SEE ARCH.

NEW ROOFING

EXISTING

ROOF DECK.

W SECTION.

BOLTED CONNECTION.

HSS.

CJP8"

6" M

A X

EXISTING STEEL

ROOF DECK.

NEW W SECTION

EXISTING ROOF JOIST

BEAM CLAMP. BASIS OF DESIGN IS

LINDAPTER GC001-1 CLAMP ASSEMBLY

REMOVE ROOF DECKING FLUTE CLOSEST TO

PANEL POINT AND PROVIDE REPAIR AS SHOWN

AFTER INSTALLATION.

DO NOT REMOVE EXISTING PUDDLE

WELD CONNECTING DECK TO

JOIST, TYP

PANEL POINT. MAX 3" TOLERANCE.

NEW CONNCTIONS TO ALLIGN WITH BAR JOIST

NEW PL 1/8" X 1'-9" WIDE WITH LENGTH

FIELD DETERMINED TO COVER ROOF

DECK PENETRATION

# 10 TEK SCREWS AT 8" o.c. ALL AROUND

NEW W SECTION.

2" 8"

2" 8" 2"

PL1/2x12"x1'-0" W/ (4) 1/2"

DIAMETER SLEEVE ANCHORS.

DO NOT INSTALL SLEEVE

ANCHORS IN ANY HEAD OR

BED JOINTS IN CMU WALL.

EXISTING CMU.

3/16 8

EXISTING 16K JOIST.

W10X17. TYP.

HSS 6x6x3/8

FALL PROTECTION PIER

BY OTHERS.

ALL ANCHOR LOCATIONS PRIOR TO FABRICATION OF STEEL

JOIST SPACING VARIES. GC TO FIELD VERIFY JOIST SPANS AT

EXISTING EXTERIOR CMU.

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S-502

Sim

S-502

Sim

S-502

Sim

HSS6x6

L4x3-1/2x3/8 (TYP)

1 1/4"2 1/4"

2" 3"

1" DIA. A325

BOLTS (TYP)

NEW W SECTION.

EXISTING ROOF

JOIST.

2"1 1/2"4"1 1/2"

WT2x6.5

(4) 1/2" DIA. A325 BOLTS

BEAM CLAMP

SEE PROJECT SPECIFICATION FOR

CAULKING AND SEALING AROUND ANCHOR

FALL ARREST ANCHOR (PR-BEL

MODEL #PB715 OR APPROVED

EQUAL). ELEVATION OF ANCHOR

PER FALL PROTECTION VENDOR

EQUIPMENT REQUIREMENTS.

3/4" DIAMETER A307 THRU-BOLT

1/2"x12"x1'-0" BEARING PLATE

NUT AND WASHER

EXISTING BRICK AND CMU WALL

1' - 6" ±

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NOTES

1. SEE SHEET S001 FOR GENERAL NOTES.

2. SEE S121 FOR LOCATIONS OF FALL PROTECTION POSTS

3. GC TO FIELD VERIFY EXISTING JOIST SPACING, JOIST DEPTH AND LOCATION OF JOIST

WEB MEMBERS PRIOR TO FABRICATION OF STEEL.

4. ANCHORS ARE TO BE USED IN CONJUNCTION WITH A VENDOR PROVIDED HORIZONTAL

CABLE LIFELINE SYSTEM.

5. THE ANCHOR DETAILS PROVIDED ARE BASED UPON A MAXIMUM OF TWO (2) USERS

ATTACHED TO THE LIFELINE SYSTEM AT ANY ONE TIME USING A SHOCK ABSORBING

LANYARD RATED FOR 900 LBS. MAXIMUM ARREST FORCE.

6. THE FALL ARREST ANCHORS ARE DESIGNED FOR A 5,000 LB. FORCE AGAINST

RUPTURE.

7. SEE SECTION 09 90 00 OF THE PROJECT SPECIFICATION FOR REQUIRED STEEL

COATINGS.

8. GC TO PROMPTLY NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF

INTERFERENCES OR CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO

THOSE SHOWN ON THE STRUCTURAL CONTRACT DRAWINGS.

9. GC TO FIELD VERIFY FINAL ELEVATION OF FALL PROTECTION FRAMING AND FINAL

ELEVATION OF TOP OF NEW ROOFING TO DETERMINE PROPER CUT LENGTH.

10. REMOVE EXISTING FIREPROOFING AS REQUIRED AND PROVIDE NEW FIREPROOFING

TO EXPOSED AREA OF JOISTS AND DECKING AFTER INSTALLATION. PROVIDE 2 HOUR

SPRAY FIREPROOFING PER ULP 819. ALTERNATIVE SYSTEMS MAY BE PROVIDED PER

CONTRACTING OFFICER'S APPROVAL.

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

TYPICAL FALL PROTECTION DETAIL AT LOW ROOF LH JOISTS (3 PLACES)

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

SECTION

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

SECTION

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

SECTION

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

TYPICAL FALL PROTECTION DETAIL AT LOW ROOF K JOISTS (2 PLACES)

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

SECTION

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

SECTION

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

SECTION

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

0 1 2 31

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

01 1

SCALE: = 1'-0"

0 2 42

1/2"

COP

BTUH

BHP

BLDG

ADJ

DRY BULB

CONTROL PANEL

COEFFICIENT OF PERFORMANCE

COOLING COIL

BRITISH THERMAL UNIT PER HOUR

BRAKE HORSEPOWER

BUILDING

BACKWARD INCLINED

BELT DRIVE

AIRFOIL

ADJUSTABLE

FPM

FTU

FLEX

ENT

ELEC

EER

EDH

EAT

DWG

DIRECT DRIVE

FEET PER MINUTE

FAN POWERED VAV TERMINAL UNIT

FLEXIBLE CONNECTION

FLOOR

FINAL FILTER

FAN

EQUAL

ENTERING

ELECTRICAL

EXHAUST GRILLE

ENERGY EFFICIENCY RATIO

ELECTRIC DUCT HEATER

ENTERING AIR TEMPERATURE

EACH

EXHAUST FAN

DIRECT EXPANSION

DRAWING

GALV

RPM

REQD

NO.

NEC

MIN

MAX

LAT

GAUGE

GALVANIZED

HEATING COIL

REVOLUTIONS PER MINUTE

RELATIVE HUMIDITY

REQUIRED

OUTSIDE AIR

NUMBER

NATIONAL ELECTRIC CODE (NFPA-70)

MINIMUM

MAXIMUM

LEAVING AIR TEMPERATURE

KILOWATTS

HORSEPOWER

RTU

V-PH-HZ

VFD

TYP

TSTAT

TEMP

TEFC

ROOFTOP UNIT

WEATHER PROOF

WET BULB

WATTS

VOLTS-PHASE-HERTZ

VARIABLE FREQUENCY DRIVE

TYPICAL

THERMOSTAT

TEMPERATURE

TOTALLY ENCLOSED FAN COOLED

TEMPERATURE SENSOR

STAINLESS STEEL

SUPPLY FAN

MECHANICAL SYSTEMS ABBREVIATION SCHEDULE

FC FORWARD CURVED

(E) EXISTING

GENERAL NOTES:

A. PROVIDE ALL LABOR, TOOLS, MATERIALS, FABRICATION, EQUIPMENT, SERVICES, TRAINING, SUPERVISION, AND INCIDENTALS AS

REQUIRED TO COMPLETE WORK AS INDICATED AND SPECIFIED.

B. DESIGN BASIS: THE MECHANICAL DRAWINGS AND PLANS ARE DIAGRAMMATIC. THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL DETAILS NECESSARY FOR THE EQUIPMENT INSTALLATION.

VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. PROVIDE EQUIPMENT WITH SHIPPING SPLITS AND/OR MODULAR CONSTRUCTION AS REQUIRED TO BRING THE EQUIPMENT TO ITS INSTALLATION LOCATION THROUGH THE AVAILABLE DOORWAYS AND CORRIDORS. PROVIDE FOR SUFFICIENT AND ADEQUATE

MAINTENANCE ACCESS FOR MECHANICAL EQUIPMENT.

C. THE SCHEDULES AND PLANS INDICATE THE REQUIRED CAPACITIES, PERFORMANCE, AND ELECTRICAL CHARACTERISTICS OF THE DESIGN BASIS EQUIPMENT AND ARE BASED ON EQUIPMENT KNOWN TO THE ENGINEER TO PERFORM SATISFACTORILY FOR THE INTENDED SERVICE. THE CONTRACTOR MAY SUBMIT ALTERNATE EQUIPMENT FOR APPROVAL; WITH EQUAL PERFORMANCE CHARACTERISTICS, CAPACITIES, POWER REQUIREMENTS, AND RATINGS; PROVIDING SUCH ALTERNATE EQUIPMENT IS APPROVED IN WRITING; AND CONNECTING STRUCTURAL, MECHANICAL AND ELECTRICAL SERVICES, INCLUDING STRUCTURAL SUPPORTING ELEMENTS AND BASES, DUCT SIZES, CIRCUIT BREAKERS, CONDUIT, WIRING, MOTORS, AND DRIVES ARE INCREASED. NO ADDITIONAL COSTS WILL BE ALLOWED OR APPROVED FOR THESE INCREASES, IF LARGER, ALTERNATE EQUIPMENT IS APPROVED.

D. PROVIDE FLEXIBLE FABRIC DUCT CONNECTIONS ON ALL DUCTS CONNECTING TO SUPPLY FANS, EXHAUST FANS AND AIR HANDLING UNITS. ALL DUCTS SHALL BE GROUNDED ACROSS THE FLEXIBLE CONNECTION WITH FLEXIBLE COPPER GROUNDING STRAPS.

E. PRIOR TO ORDERING OR FABRICATING ANY EQUIPMENT, THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CLEARANCES.

EQUIPMENT LOCATIONS AND CONNECTION SIZES SHALL BE DERIVED FROM THE MANUFACTURERS CERTIFIED DRAWINGS FOR THE SPECIFIC EQUIPMENT THAT WILL ACTUALLY BE PROVIDED FOR THIS PROJECT. ANY DISCREPANCIES BETWEEN THE DRAWING AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICERS ATTENTION IMMEDIATELY.

F. EQUIPMENT SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE ANY SUPPLEMENTARY STRUCTURAL STEEL AS NECESSARY FOR THE SUPPORT OF MECHANICAL SYSTEMS AND EQUIPMENT.

SUPPLEMENTARY SUPPORT SHALL BE FASTENED TO THE BUILDING STRUCTURE.

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(E) FAN

VENT STACK

(E) IH-1

(E) EF-8

(E) IH-2

(E) EF-7 (E) EF-9

(E) EF-13

(E) EF-10

(E) OAIH-2

(E) EF-11

(E) 44RF-EF1

(E) 44RF-EF2

(E) 44RF-PKU1

(E) OAIH-1

(E) RH-1

(E) EF-12

3 3

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File details come from the government source that posted it. Updated Jun 18, 2020.