Lean-To Drawing.pdf

PDF 1 MB Posted Jul 10, 2024

Attached to: DWA Building Lean-to Federal contract opportunity
Solicitation number: W912EF24Q0084
Issued by: Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

Written by GovTribe AI · Jul 10, 2024

This document appears to be a technical drawing and specifications for the construction of a "Lean-To Shed" as part of a federal contract opportunity. The drawing provides details on the structural steel, connections, roof and wall panels, fasteners, and other materials required for the project. The contract opportunity is for the design and construction of the "DWA Building Lean-to" with a solicitation number of W912EF24Q0084, issued by the Department of the Army Corps of Engineers, Engineering District Walla Walla. The drawing includes a Bill of Materials listing the quantities and specifications for the various steel, hardware, and other components needed. It also includes construction details and elevations for the shed. The key objectives appear to be the design and fabrication of the lean-to structure to be constructed as part of this federal contract.

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Other files for this federal contract opportunity

Other files attached to DWA Building Lean-to, newest first.
File	Type	Posted
Lean-To Drawing.docx	DOCX document	Jul 29, 2024
Solicitation amendment DWA Building Lean-To W912EF-24-Q-0084 mod.pdf	PDF	Jul 25, 2024
Solicitation DWA Building Lean-To W912EF-24-Q-0084.pdf	PDF	Jul 10, 2024

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SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D A

, W

V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

S.1

Ap pr ov er

C he ck er

En te r a dd re ss h er e

SCALE:1 ISOMETRIC VIEW OF LEAN-TO

GENERAL NOTES:

1. STRUCTURAL STEEL

A. WF - ASTM A992/A992M, GRADE 50

B. HSS - ASTM A500/A500M, GRADE C (50KSI MIN YIELD STRENGTH)

C. ANGLE - ASTM A36

D. PLATE - ASTM A572/A572M, GRADE 50

E. SHEET METAL / FLASHING - 16 GA, GALVANIZED

F. COLD FORMED STEEL - ASTM A1003

G. CAP ALL OPEN HSS MEMBER ENDS WITH 3/16" PL, SEAL WELD ALL AROUND

2. CONNECTIONS

A. BOLTS - ASTM F3125/F3125M GRADE A325, TYPE 1

B. NUTS - ASTM A563, GRADE A

C. WASHERS - ASTM F436, TYPE 1

D. EXPANSION ANCHORS

E. SCREWS - #12-14 X 1"

F. BOLT ASSEMBLIES TO BE WRENCH TIGHT

3. WELDING - WELD PER AWS D1.1/D1.1M

4. ROOF PANELS. TUFF RIB PANEL, 26 GA, 50 KSI YIELD STRENGTH. COLOR = COPPER GALVALUME

5. WALL PANELS. TUFF RIB PANEL, 26 GA, 50 KSI YIELD STRENGTH. COLOR = SANDSTONE #22 MIRAMAC METALS

6. ALL STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED (H.D.G.) IN ACCORDANCE WITH ASTM A123/A123M.

TOUCH UP REPAIR OF GALVANIZING SHALL BE DONE BY THE "HOT STICK" METHOD AS DESCRIBED IN

ASTM A780/A780M. ADD ZINC PLUGS TO FILL HOT DIP GALVANIZING VENT HOLES.

7. FOR DIMENSIONS LESS THAN 2 FEET, DIMENSIONS SHALL BE WITHIN +/- 1/16 INCH OF DIMENSIONS SHOWN ON THE DRAWING. FOR DIMENSIONS GREATER THAN OR EQUAL TO TWO FEET AND UP TO 8 FEET, DIMENSIONS SHALL BE WITHIN +/- 1/8 INCH OF DIMENSIONS SHOWN ON THE DRAWING. FOR DIMENSIONS GREATER THAN OR EQUAL TO 8 FEET, DIMENSIONS SHALL BE WITHIN +/- 1/4 INCH OF DIMENSIONS SHOWN ON THE DRAWING.

ADDL NOTES:

THIS DRAWING IS SET UP TO BUILD (1) LEAN-TO SHED. (2) ARE REQUIRED.

LIST OF MATERIALS MUST BE DOUBLED EXCEPT FOR HSS COLUMN MEMBERS

WHICH HAVE ALL COLUMN MEMBERS IN THE LIST OF MATERIALS FOR BOTH

THE NORTH AND SOUTH LEAN-TO SHEDS.

LIST OF MATERIALS:

DWORSHAK GARCO LEAN TO SHED

16 #4 x 21" LG, GR 60 N/A ASTM A615 Reinforcing 19 2 Galvanized, 16 GA 13 ASTM A1003 Wall to Wall Flashing 65 2 Galvanized, 16 GA 13 ASTM A1003 Roof to End Wall Flashing 65 1 Galvanized, 16 GA 60 ASTM A1003 Roof to Roof Flashing 150 1500 #12 x 1" Screws N/A STEEL Screws 30 82 3/4" ø Nuts N/A ASTM A563 Nuts 8 164 3/4" ø Washers N/A ASTM F436 Washers 8 82 3/4" ø Bolts x 2" LG N/A ASTM F3125 Bolts 20.5 2 HSS 3x3x1/8 60 ASTM A500 Roof Slope HSS 570 20 PL 3/16" x 3" x 3" N/A ASTM A572 Z-Girt Tabs 10 2 PL 3/8" x 3" x 9" N/A ASTM A572 Upper Gusset Conn Plates 8 2 3/4" Thick Plate N/A ASTM A572 Upper Gusset Plates 39 2 3/4" Thick Plate N/A ASTM A572 Lower Gusset Plates 24 30 L6x4x3/8 x 6" LG ASTM A36 Shear Tabs for Joists 185 8 PL 3/8" x 4" x 6" N/A ASTM A572 Shear Tabs for Girders 20 1 Galvanized 5/8" ø wire rope x 50 ft 50 STEEL Wire Rope 36 2 Galvanized Clevis to Clevis Turnbuckle, 10,000 lb capacity N/A STEEL Turnbuckle 6 4 Galvanized 5/8" Thick Shackle with Safety Pin, 10,000 lb capacity N/A STEEL Shackle 4 2 L3x3x1/4 11 ASTM A36 End Wall Roof Angle 108 2 L4x4x1/4 12 ASTM A36 End Wall Base Angle 158 10 Galvanized 6" DP x 2-1/2" FL x 12 GA Z-GIRT, Unpunched, 50 Ksi 12 ASTM A1003 End Wall Z-Girts 544 2 1/2" Thick Plate N/A ASTM A572 Gusseted Base Plates 61 6 1/2" Thick Plate N/A ASTM A572 Typ Base Plates 123 1 26GA Tuff-Rib Panel, Grade 50 yield 301 sq. ft. ASTM A792 Wall Panels 286 1 26GA Tuff-Rib Panel, Grade 50 yield 762 sq. ft. ASTM A792 Roof Panels 724 15 W8x10 20 ASTM A992 Joists 3000 4 W10x12 12.25 ASTM A992 Girders 588 4 HSS 4x4x3/16 (South Lean-to) 10'-7 7/8" ASTM A500 Grid B 403 4 HSS 4x4x3/16 (South Lean-to) 13'-8" ASTM A500 Grid A 516 4 HSS 4x4x3/16 (North Lean-to) 10'-5 3/4" ASTM A500 Grid B 396 4 HSS 4x4x3/16 (North Lean-to) 13'-6" ASTM A500 Grid A 510 QTY Description Length Material Location Approximate Weight

A B

12' - 0"

B2 S.5

S.4 A2S.4

B1 S.3

B9 S.3

HSS4X4X3/16 HSS4X4X3/16

NEW FOOTING REQUIRED

24" X 24" X 12" DP MIN W/

(4) #4 EW BOT 3" CLR

NEW FOOTING REQUIRED

24" X 24" X 12" DP MIN W/

(4) #4 EW BOT 3" CLR

ATTACH COLUMN TO EXISTING

CONCRETE, TYP (6) PLACES

BRACED BAY PER ELEVATION

B10 S.5

S.5 B16

1/ 2"

NOTE: IF CONCRETE IS MISSING

UNDER SIDE WALLS, PROVIDE 12" W

X 12" DP FOOTING W/ (3) #4

CONTINUOUS BOT 3" CLR

A B

W10X12 W

W 8X

G16 S.5

B2 S.5

W 8X

J14 S.4

B1 S.3

B9 S.3

W10X12

E8 S.4

S 13' - 8" 10' - 8"

B10 S.5

12' - 0"

2' - 11" 3' - 0" 3' - 0" 3' - 1"

N 13' - 6" N 10' - 5 3/4" S 10' - 7 7/8"S 13' - 8"

A B

G16 S.5

B2 S.5

J14 S.4

B1 S.3

B9 S.3

B10 S.5

E8 S.4

12' - 0"

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D A

, W

V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

S.2

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SCALE: 1/4" = 1'-0"A1 Ground SCALE: 1/4" = 1'-0"A8 Level 2

SCALE: 1/4" = 1'-0"A14 Level 2 - Roof Deck Extents

METAL ROOF WITH #12

SCREWS. ATTACHMENT

PATTERN PER A14/S.4

Ground 0' - 0"

Level 2 13' - 8"

A B

B2 S.5

4X 4X

S.5 F6

0" 2'

L4X4X1/4

L3X3X1/4

GIRDER PER PLAN

JOIST PER PLAN, TYP

6" DP X 2-1/2" FLANGE X 12GA Z-GIRT

1' - 3"

N/S VARIES

Ground 0' - 0"

Level 2 13' - 8"

2 3

GALVANIZED SHACKLE EA END. 5/8"ø WITH SAFETY PIN, 10,000 LB CAPACITY

GALVANIZED CLEVIS TO CLEVIS TURNBUCKLE, 10,000 LB CAPACITY

GALVANIZED WIRE ROPE 5/8"ø, 8,000 LB MIN CAPACITY

S.4 E2

S.4 J2

ALIGN WITH BASE

GUSSET PL ON GRID 3

ALIGN WITH BASE

GUSSET PL ON GRID 2

N/S VARIES

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D A

, W

V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

S.3

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SCALE: 3/4" = 1'-0"B1 EXT WALL ELEVATION

SCALE: 3/4" = 1'-0"B9 BRACED FRAME ELEVATION

HSS COL PER PLAN

0' - 2 3/4"0' - 1 1/4"

3/16

3/16 PL TO COL,

TYP

PL 3/8 X 4" X 6", TYP

2" 0'

MTL ROOF PER PLAN

0' - 0 1/2" TYP

BEAM PER PLAN, TYP

(2) 3/4"ø A325 BOLTS

HSS COL PER PLAN

3/16

0' - 6" 0' - 6"

6" 0'

PL 1/2 X AS SHOWN

TYP

1" ø HOLE FOR 3/4" X 4" LG

EXPANSION ANCHOR

1' - 0"

HSS COL PER PLAN

3/16

TYP

PL 1/2 X AS SHOWN

1" ø HOLE FOR 3/4" X 4" LG

EXPANSION ANCHOR

GUSSET PL 3/4"

OFFSET 1" FROM CENTERLINE T&B

OPPOSITE SIDES FOR EACH CABLE

RUN SO THEY DON'T OVERLAP.

0' - 1"

6" 0'

HSS 3X3X1/8 CUT TO SLOPE

OR L3X2X3/16

1/8 2-12

#12 SCREW PER A14/S.4, TYP

BEAM PER PLAN

MTL ROOF

PER PLAN

0' - 2"

0' - 6"

0' - 0 1/2"

NOTE: TOP OF BEAM IS FLUSH WITH GIRDER. DUE TO ROOF SLOPE CONNECTIONS WILL BE ANGLED.

3/16

TYP

L 6 X 4 X 3/8 X AS SHOWN

GIRDER PER PLAN

BEAM PER PLAN

0' - 1 1/2"

(2) 3/4" ø A325 BOLTS

0' - 3 7/8"

Ground 0' - 0"

0' - 8"

0' - 6"

PL 3/4" X AS SHOWN

0' - 1 1/2" ø 0' - 1"

3/16

COL PER PLAN

BASE PL PER PLAN

SHACKLE PER ELEVATION

Level 2 13' - 8"

7" 1' - 1"

0' - 11"

PL 3/4" X AS SHOWN, ALIGN

WITH GUSSET PL ON SAME

CABLE RUN. SEE B9/S.3 AND

A8/S.4 FOR ADDL INFO.

0' - 1 1/2" ø 0' - 1"

3/16

PL TO BEAM

MTL ROOF NOT SHOWN FOR CLARITY

BEAM PER PLAN (CONNECTIONS

NOT SHOWN FOR CLARITY)

GIRDER NOT SHOWN FOR CLARITY

COL PER PLAN

SHACKLE PER ELEVATION

CAP PL

0' - 1 1/2" 0' - 3" 0' - 3" 0' - 1 1/2"

1/ 4"

PL 3/8 X AS SHOWN, LOCATE

SO GUSSET PL ALIGNS WITH

GUSSET PL ON SAME CABLE

RUN.

(3) 3/4" ø A325 BOLTS

N/S VARIES

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D A

, W

V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

S.4

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SCALE: 3" = 1'-0"J8 ROOF CONNECTION TO COLUMN

SCALE: 1 1/2" = 1'-0"A2 TYP BASEPLATE

SCALE: 1 1/2" = 1'-0"A8 BASEPLATE WITH GUSSET

SCALE: 3" = 1'-0"J14 ROOF DECK TO BEAM CONN

SCALE: 3" = 1'-0"E8 BEAM TO GIRDER CONNECTION

SCALE: 3" = 1'-0"E2 LOWER GUSSET PLATE

SCALE: 3" = 1'-0"J2 UPPER GUSSET PLATE

SCALE: 1 1/2" = 1'-0"A14 SCREW PATTERN

Ground 0' - 0"

Level 2 13' - 8"

16 GA FLASHING. ATTACH TO

EXISTING BUILDING CORNER

FLASHING WITH #12 SCREW @ 6" O.C.

OVERLAP 4" MIN WITH NEW BUILDING

WALL PANELS.

WALL PANEL

BENT ANGLE FLASHING PER K6 / S.5

EXISTING BUILDING

CORNER FLASHING

ROOF FLASHING PER G16 / S.5

EXISTING BUILDING ROOF

G16 S.5 B16

N/S VARIES

Level 2 13' - 8"

0' - 6"

0' - 4"

EXISTING ROOF

EXISTING WALL

EXISTING FLASHING

NEW 16GA FLASHING

(NO ATTACHMENT

TO NEW ROOF)

#12 SCREW @ 12" O.C. MAX

Level 4 14' - 2"

0' - 2"

0' - 4"

N/S VARIES

ROOF PER PLAN

RAKE FLASHING AND

ATTACHMENT PER A1/S.6

BEAM PER PLAN

WALL PER PLAN

#12 SCREW PER A14/S.4, TYP

1/8 2-12

EXISTING CORNER FLASHING

EXISTING BUILDING EXTENTS

#12 SCREW @ 6" O.C.

16 GA FLASHING, BEND AS REQ'D, NO

ATTACHMENT TO NEW STRUCTURE

WALL PANEL PER PLAN

COL PER PLAN

0' - 6" WALL SUPPORT ANGLE PER B6 / S.5

Ground 0' - 0"

Level 2 13' - 8"

0" 2'

9" S.5 B6

#12 SCREW PER A14/S.4, TYP

6" DP X 2-1/2" FL X 12 GA Z-GIRT

WALL PANEL

0' - 2"

S.5 K6

F6 S.5

N/S VARIES

HSS COL PER PLAN

Z-GIRT PER PLAN

PL 3" X 3" X 1/8"

1/8

(4) #12 SCREWS EA END

0' - 0 1/2" GAP

Ground 0' - 0"

ATTACH TO CONC WITH 1/2"ø x 3" MIN

EMBEDMENT EXPANSION ANCHOR @ 24" O.C.

L X 4" X 4" X 1/4"

WALL PANEL PER GENERAL NOTES

26GA TUFF-RIB PANEL

ATTACH WALL PANEL TO ANGLE

WITH #12 SCREW PER A14/S.4,

TYP

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D A

, W

V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

S.5

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SCALE: 1" = 1'-0"B10 WALL FLASHING MAIN TO LEAN-TO

SCALE: 3" = 1'-0"G16 ROOF FLASHING MAIN TO LEAN-TO

SCALE: 3" = 1'-0"K6 ROOF TO WALL FLASHING

SCALE: 1 1/2" = 1'-0"B16 CORNER FLASHING

SCALE: 1" = 1'-0"B2 WALL LAYOUT AT END OF LEAN-TO

SCALE: 1 1/2" = 1'-0"F6 Z-GIRT TO HSS COL CONN

SCALE: 3" = 1'-0"B6 WALL TO GROUND CONNECTION

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D A

, W

V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

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SCALE: 1 1/2" = 1'-0"A1 RAKE

SCALE: 1 1/2" = 1'-0"A8 END WALL

Sheets: S.1 - GENERAL NOTES

Sheets: S.2 - FLOOR PLANS

Sheets: S.3 - ELEVATIONS

Sheets: S.4 - DETAILS

Sheets: S.5 - DETAILS

Sheets: S.6 - DETAILS

File details come from the government source that posted it. Updated Jul 10, 2024.