Attachement_2-Drawings_Purchase_Order_16-T-0054.pdf

US Army Corps of Engineers

SOLICITATION NO. W9128F-16-T-0054

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

PE

SECTION

PE

SECTION

PE

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PE

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RA

CIVIL

CADD

PROJECT COORD.

DATE

DATE

DATE

DATE

CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

PLA

GEOT.

ARCH. / INTER.

ELEC.

ENVIR.

MECH.

STRUCT.

JULY 2016

OMAHA DISTRICT

REPLACE ROOF BUILDING 19

MISSOURI RIVER PROJECT OFFICE, NE

PURCHASE ORDER

3'

2"

62' - 6"

15' - 3 1/8" 15' - 3 1/8"

EXISTING LOWER ASPHALT ROOF

-(REMOVE)

EXISTING UPPER ASPHALT ROOF

-(REMOVE)

4"/12" 4"/12" 4"/12"4"/12"

EXISTING METAL

GUTTER & DOWNSPOUT

-(REMOVE & REINSTALL, IF ACCEPTABLE)

EXISTING ROOF APPARATUS

-(REMOVE)

EXISTING ROOF VENT

-(REMOVE)

EXISTING ROOF VENT

-(REMOVE)

EXISTING ROOF VENT

-(REMOVE)

EXISTING ROOF VENT

-(REMOVE)

EXISTING ROOF VENT

-(REMOVE)

EXISTING ROOF VENT

-(REMAIN)

EXISTING ROOF VENT

-(REMOVE)

EXISTING ROOF TRIM

-(REMOVE)

EXISTING ROOF TRIM

-(REMOVE)

EXISTING LIGHT

-(REMOVE & REINSTALL)

EXISTING LIGHT

-(REMOVE & REINSTALL)

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS

AND EXISTING CONDITIONS BEFORE STARTING WORK.

2. CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT ROOF SHINGLES,

UNDERLAYMENT, AND MISC. MATERIALS TO DECKING.

3. CONTRACTOR SHALL LOCATE, VERIFY, AND REMOVE EXISTING ROOF VENTS, AS

INDICATED ON SHEET AD-101. INFILL VOID WHERE ITEM WAS REMOVED, INFILL WITH

RIGID MATERIAL CAPABLE OF SUPPORTING THAT PORTION OF NEW ROOFING MATERIAL.

4. REMOVE AND REINSTALL EXISTING GUTTER & DOWNSPOUT IF ACCEPTABLE FOR

REUSE.

5. REMOVE AND REPLACE FASCIA & TRIM.

6. ALL UNDERLAYMENT, SEALANT, CAULKING, AND FASTENERS, ARE ITEMS TO BE

FURNISHED AND INSTALLED BY THE ROOFING INSTALLER.

7. LOCATE ROOF PANEL SEAMS TO AVOID PENETRATIONS.

8. ASSUME ASPHALT SHINGLES AND UNDERLAYMENT ARE NOT ASBETOS CONTAINING

MATERIALS.

US Army Corps of Engineers ® Omaha District

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3/32" = 1'-0"AD-101

1 BLDG 19 ROOF DEMO PLAN

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PLAN NORTH

3'

2"

62' - 6"

15' - 3 5/8" 15' - 3 5/8"

NEW STANDING SEAM METAL ROOF

NEW UPPER STANDING SEAM METAL ROOF

4"/12" 4"/12" 4"/12"4"/12"

EXISTING METAL GUTTER & DOWNSPOUT

-(REUSE IF ACCEPTABLE)

EXISTING ROOF VENT

A-501

A-501

A-501

A-501

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS

AND EXISTING CONDITIONS BEFORE STARTING WORK.

2. CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT ROOF SHINGLES,

UNDERLAYMENT, AND MISC. MATERIALS TO DECKING.

3. CONTRACTOR SHALL LOCATE, VERIFY, AND REMOVE EXISTING ROOF VENTS, AS

INDICATED ON SHEET AD-101. INFILL VOID WHERE ITEM WAS REMOVED, INFILL WITH

RIGID MATERIAL CAPABLE OF SUPPORTING THAT PORTION OF NEW ROOFING MATERIAL.

4. REMOVE AND REINSTALL EXISTING GUTTER & DOWNSPOUT IF ACCEPTABLE FOR

REUSE.

5. REMOVE AND REPLACE FASCIA & TRIM.

6. ALL UNDERLAYMENT, SEALANT, CAULKING, AND FASTENERS, ARE ITEMS TO BE

FURNISHED AND INSTALLED BY THE ROOFING INSTALLER.

7. LOCATE ROOF PANEL SEAMS TO AVOID PENETRATIONS.

8. ASSUME ASPHALT SHINGLES AND UNDERLAYMENT ARE NOT ASBETOS CONTAINING

MATERIALS.

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3/32" = 1'-0"A-101

1 ROOF PLAN

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PLAN NORTH

Lower Roof

Upper Roof

Upper Roof

Lower Roof

EDGE

FIELD

12'-0" 163'-2"

'-6

6' -0

3'

-0

3'-0"

56 psf

67 psf

CORNER103 psfBUILDING 19

STANDING SEAM

METAL

ROOF SYSTEM (SSMRS)

WIND UPLIFT LOADING

DIAGRAM

METAL CLOSURE

CLOSURE STRIP

-SET IN SEALANT,

CAULK BOTTOM

AND SIDES

METAL ROOFING W/

ROOF PANEL CLIPS

FASTENED W/

SCREWS TO EXISITING

WOOD DECK.

COUNTERFLASHING

EXISITNG METAL

WALL PANEL W/ DRIP

FLASHING

EXISTING METAL WALL

SUB-STRUCTURE

ELASTOMERIC FLASHING

-LAP UNDERLAYMENT

MIN. 4" AND EXTEND UP

WALL MIN. 6"

UNDERLAYMENT

-EXTEND UP WALL MIN. 4"

EXISTING WOOD DECK

EXISTING GUTTER

-(RE-USE IF ACCEPTABLE)

COUNTERFLASHING

EAVE FLASHING

W/ DRIP

METAL ROOFING W/

ROOF PANEL CLIPS

FASTENED W/ SCREWS

TO EXISITING WOOD

DECK.

UNDERLAYMENT

FASCIA W/ DRIP

-TERMINATE AND SECURE

AT SOFFIT.

EXISTING METAL SOFFIT

EXISITNG WOOD DECK

UNDERLAYMENT

METAL CLOSURE

RIDGE

CLOSURE STRIP

-SET IN SEALANT,

CAULK BOTTOM AND

SIDES.

TURN-UP PANEL

EXISTING WOOD DECKING

METAL ROOFING W/

ROOF PANEL CLIPS

FASTENED W/ SCREWS

TO EXISITING WOOD

DECK.

UNDERLAYMENT

EXISTING WOOD

BLOCKING

METAL ROOFING W/

ROOF PANEL CLIPS

FASTENED W/

SCREWS TO EXISTING

WOOD DECK.

EXISTING METAL SOFFIT

GABLE FLASHING W/ DRIP

-TERMINATE AND SECURE

AT SOFFIT.

3" = 1'-0"A-501

1 HEADWALL DETAIL

3" = 1'-0"A-501

2 EAVE DETAIL

3" = 1'-0"A-501

3 RIDGE DETAIL

3" = 1'-0"A-501

4 GABLE DETAIL

NTSA-501

5 UPLIFT LOADING

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BUILDING #19_SOUTHWEST CORNER BUILDING #19_SOUTHEAST CORNER

BUILDING #19_SOUTHWEST CORNER BUILDING #19_EAST ELEVATION

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