Lean-To Drawing.docx

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LIST OF MATERIALS:

P DWORSHAK GARCO LEAN TO SHEDQTY

Description Length Material Location Approximate Weight HSS 4x4x3/16 (North Lean-to) 13'-6"

ASTM A500

Grid A HSS 4x4x3/16 (North Lean-to) 10'-5 3/4"

ASTM A500

Grid B HSS 4x4x3/16 (South Lean-to) 13'-8"

ASTM A500

Grid A HSS 4x4x3/16 (South Lean-to) 10'-7 7/8"

ASTM A500

Grid B W10x12 12.25

ASTM A992

Girders W8x10

ASTM A992

Joists 26GA Tuff-Rib Panel, Grade 50 yield 762 sq. ft.

ASTM A792

Roof Panels 26GA Tuff-Rib Panel, Grade 50 yield 301 sq. ft.

ASTM A792

Wall Panels 1/2" Thick Plate N/A

ASTM A572

Typ Base Plates 1/2" Thick Plate N/A

ASTM A572

Gusseted Base Plates Galvanized 6" DP x 2-1/2" FL x 12 GA Z-GIRT, Unpunched, 50 Ksi

ASTM A1003

End Wall Z-Girts L4x4x1/4

ASTM A36

End Wall Base Angle L3x3x1/4

ASTM A36

End Wall Roof Angle Galvanized 5/8" Thick Shackle with Safety Pin, 10,000 lb capacity N/A

STEEL

Shackle Galvanized Clevis to Clevis Turnbuckle, 10,000 lb capacity N/A

STEEL

Turnbuckle Galvanized 5/8" ø wire rope x 50 ft

STEEL

Wire Rope PL 3/8" x 4" x 6" N/A

ASTM A572

Shear Tabs for Girders L6x4x3/8 x 6" LG

ASTM A36

Shear Tabs for Joists 3/4" Thick Plate N/A

ASTM A572

Lower Gusset Plates 3/4" Thick Plate N/A

ASTM A572

Upper Gusset Plates PL 3/8" x 3" x 9" N/A

ASTM A572

Upper Gusset Conn Plates PL 3/16" x 3" x 3" N/A

ASTM A572

Z-Girt Tabs HSS 3x3x1/8

ASTM A500

Roof Slope HSS 3/4" ø Bolts x 2" LG N/A

ASTM F3125

Bolts 20.5 3/4" ø Washers N/A

ASTM F436

Washers 3/4" ø Nuts N/A

ASTM A563

Nuts #12 x 1" Screws N/A

STEEL

Screws Galvanized, 16 GA

ASTM A1003

Roof to Roof Flashing Galvanized, 16 GA

ASTM A1003

Roof to End Wall Flashing Galvanized, 16 GA

ASTM A1003

Wall to Wall Flashing #4 x 21" LG, GR 60 N/A

ASTM A615

Reinforcing

GENERAL NOTES:

N 1. STRUCTURAL STEEL

A. WF - ASTM A992/A992M, GRADE 50

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

L 2. CONNECTIONS

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

F. BOLT ASSEMBLIES TO BE WRENCH TIGHT

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

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 INH

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 G 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:

F 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.

E

D

C

B

ISOMETRIC VIEW OF LEAN-TO 1

A SCALE:

US Army Corps of Engineers ®

SHEET IDDESIGNED BY:

B. MEACHAM DRAWN BY:

B. MEACHAM CHECKED BY:

Checker SUBMITTED BY:

Approver

SIZE: FILE NO: ANSI D

ISSUE DATE: 10/31/23 SOLICITATION NO:

Enter address here

U.S. ARMY CORPS OF ENGINEERS WALLA WALLA DISTRICT

201 N 3RD AVE WALLA WALLA, WA 99362

CONTRACT NO.:

MARK

DESCRIPTION

DATE

S.1V:\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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Project Status V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt

A B A BP

12' - 0" 12' - 0"

A B US Army Corps of Engineers ®12' - 0"

HSS4X4X3/16 HSS4X4X3/16DATE

N

B1 S.3

M

L

K

B2 S.5

NEW FOOTING REQUIRED 24" X 24" X 12" DP MIN W/

(4) #4 EW BOT 3" CLR

HSS4X4X3/16

HSS4X4X3/1619' - 10"

B2 S.5W8X10 W8X10 W8X10 W8X10

19' - 10"

W10X12

E8 S.4

E8 S.419' - 10"

MARK

DESCRIPTION

JISSUE DATE: 11/06/23 SOLICITATION NO:

CONTRACT NO.:

BRACED BAY PER ELEVATION

H59' - 11 1/2" 19' - 10" W8X10 W8X10 W8X10 W8X10 W8X10 19' - 10" 19' - 10"

DESIGNED BY:

Designer DRAWN BY:

Author CHECKED BY:

Checker SUBMITTED BY:

Approver

SIZE: FILE NO: ANSI D

G J14 S.4

J14 S.4

F B9

HSS4X4X3/16 HSS4X4X3/16

A8 A2

N 13' - 6" S 13' - 8"S 13' - 8"

B9

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

2 2 B9

S.3

S.4

S.4

S.3

G16 S.5

G16 S.5

E19' - 10"

W8X10 W8X10 W8X10 W8X10 19' - 10" 19' - 10"

U.S. ARMY CORPS OF ENGINEERS WALLA WALLA DISTRICT

201 N 3RD AVE WALLA WALLA, WA 99362

B16 S.5

HSS4X4X3/16 HSS4X4X3/16

2' - 11"

3' - 0"

3' - 0"

3' - 1"

METAL ROOF WITH #12 SCREWS. ATTACHMENT PATTERN PER A14/S.4

B10 S.5

A GroundA1

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

NOTE: IF CONCRETE IS MISSING UNDER SIDE WALLS, PROVIDE 12" W X 12" DP FOOTING W/ (3) #4 CONTINUOUS BOT 3" CLR

NEW FOOTING REQUIRED 24" X 24" X 12" DP MIN W/

(4) #4 EW BOT 3" CLRA8

ATTACH COLUMN TO EXISTING CONCRETE, TYP (6) PLACES

B10 S.5Enter address here

Level 2

B10 S.51

Level 2 - Roof Deck ExtentsA14

SHEET ID

S.2

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P

NDATE

A B 2 3DESCRIPTION

A

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

J

GIRDER PER PLAN

JOIST PER PLAN, TYP

Level 2

N/S VARIES13' - 8"

J2 S.4

1' - 3"L3X3X1/4

ALIGN WITH BASE GUSSET PL ON GRID 3

ALIGN WITH BASE GUSSET PL ON GRID 2ISSUE DATE: 11/06/23 SOLICITATION NO:

H 6" DP X 2-1/2" FLANGE X 12GA Z-GIRTDESIGNED BY:

Designer DRAWN BY:

Author CHECKED BY:

Checker SUBMITTED BY:

SIZE: FILE NO: ANSI D

G 6" DP X 2-1/2" FLANGE X 12GA Z-GIRT2' - 0"

HSS4X4X3/16

F 6" DP X 2-1/2" FLANGE X 12GA Z-GIRTHSS4X4X3/16

2' - 0"

E 6" DP X 2-1/2" FLANGE X 12GA Z-GIRT2' - 0"

F6 S.510' - 8"

GALVANIZED CLEVIS TO CLEVIS TURNBUCKLE, 10,000 LB CAPACITY

GALVANIZED WIRE ROPE 5/8"ø, 8,000 LB MIN CAPACITY2' - 0"

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

GALVANIZED SHACKLE EA END. 5/8"ø WITH SAFETY PIN, 10,000 LB CAPACITY1' - 9" Enter address here

L4X4X1/4

Ground 0' - 0"

E2 S.4

Ground 0' - 0"

B EXT WALL ELEVATION B1

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

BRACED FRAME ELEVATION

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

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

CAP PL

N

M0' - 3"

MTL ROOF NOT SHOWN FOR CLARITY GIRDER NOT SHOWN FOR CLARITY

BEAM PER PLAN (CONNECTIONS NOT SHOWN FOR CLARITY)

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

(3) 3/4" ø A325 BOLTS

PL 3/8 X AS SHOWN, LOCATE SO GUSSET PL ALIGNS WITH GUSSET PL ON SAME CABLE

0' - 0 1/2" TYP

MTL ROOF PER PLAN

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

3/16 PL TO COL,

1/8 2-12

MTL ROOF PER PLAN0' - 1 1/2"

0' - 2"

#12 SCREW PER A14/S.4, TYPDATE

HSS 3X3X1/8 CUT TO SLOPE OR L3X2X3/16

RUN.1 1/4"

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

3/16

TYP

1/8 2-12

BEAM PER PLAN

L0' - 1 1/2" 0' - 7" 1 1/4" ø 0' - 1"

PL TO BEAM

(2) 3/4"ø A325 BOLTS

SHACKLE PER ELEVATIONDESCRIPTION

0' - 1 1/4"

0' - 2 3/4"

BEAM PER PLAN, TYP

COL PER PLAN

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.

HSS COL PER PLAN

UPPER GUSSET PLATE MARK

J2

SCALE: 3" = 1'-0"

ROOF CONNECTION TO COLUMN

SCALE: 3" = 1'-0"J8

ROOF DECK TO BEAM CONN

SCALE: 3" = 1'-0"J14

JISSUE DATE: 11/06/23 SOLICITATION NO:

COL PER PLAN

0' - 6" 0' - 0 1/2"

L 6 X 4 X 3/8 X AS SHOWN

(2) 3/4" ø A325 BOLTS

H

Gø 0' - 1"

SHACKLE PER ELEVATION0' - 6"

0' - 3"

PL 3/4" X AS SHOWN

0' - 3 7/8"DESIGNED BY:

Author CHECKED BY:

Checker SUBMITTED BY:

Approver

SIZE: FILE NO: ANSI D

BEAM PER PLAN 0' - 1 1/2"0' - 7"

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

F

0' - 8"

Ground

GIRDER PER PLAN

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

3/16

BASE PL PER PLAN

E LOWER GUSSET PLATE E2

SCALE: 3" = 1'-0"

BEAM TO GIRDER CONNECTION

SCALE: 3" = 1'-0"E8

D 0' - 1"

GUSSET PL 3/4"

OFFSET 1" FROM CENTERLINE T&B OPPOSITE SIDES FOR EACH CABLE RUN SO THEY DON'T OVERLAP.Enter address here

0' - 6" 0' - 6"

1" ø HOLE FOR 3/4" X 4" LG EXPANSION ANCHOR

1" ø HOLE FOR 3/4" X 4" LG EXPANSION ANCHOR

PL 1/2 X AS SHOWN0' - 6"

C 2

PL 1/2 X AS SHOWN0' - 8"

21' - 6"

0' - 4" 0' - 2"

TYP0' - 6"

3/16 3/162"

2" TYP

2" 1' - 0"

TYP BASEPLATE A2

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

BASEPLATE WITH GUSSET

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

SCREW PATTERN

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

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

P 4

ROOF PER PLAN

US Army Corps of Engineers ®

RAKE FLASHING AND ATTACHMENT PER A1/S.6

N

EXISTING BUILDING ROOF

ADATE

ROOF FLASHING PER G16 / S.5A

Level 2 M13' - 8"

N/S VARIES

BEAM PER PLAN

K 0' - 2"

K6 S.50' - 1 1/2"

WALL PER PLAN

#12 SCREW PER A14/S.4, TYP

ROOF TO WALL FLASHING

BENT ANGLE FLASHING PER K6 / S.5

EXISTING WALLK6

EXISTING ROOF13' - 8"

Level

EXISTING FLASHING

#12 SCREW @ 12" O.C. MAX

0' - 2"

NEW 16GA FLASHING (NO ATTACHMENT TO NEW ROOF)

14' - 2"

Level 213' - 8" Level 4

DESCRIPTION

J WALL PANEL2' - 0"

ISSUE DATE: 12/07/23 SOLICITATION NO:

F6 S.5

H2' - 0"

G

WALL PANEL

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

0' - 0 1/2" GAP

Z-GIRT PER PLAN

1/8 1/8

16 GA FLASHING. ATTACH TO EXISTING BUILDING CORNER FLASHING WITH #12 SCREW @ 6" O.C. OVERLAP 4" MIN WITH NEW BUILDING WALL PANELS.

0' - 6"DESIGNED BY:

Author CHECKED BY:

Checker SUBMITTED BY:

SIZE: FILE NO: ANSI D

ROOF FLASHING MAIN TO LEAN-TO G16

SCALE: 3" = 1'-0"U.S. ARMY CORPS OF ENGINEERS WALLA WALLA DISTRICT

PL 3" X 3" X 1/8"F6

F2' - 0"

#12 SCREW PER A14/S.4, TYP

(4) #12 SCREWS EA END

Z-GIRT TO HSS COL CONN

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

EXISTING BUILDING CORNER FLASHING

EXISTING BUILDING EXTENTS

EXISTING CORNER FLASHING2' - 0"

B6 S.51' - 9"

C Ground

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

B16 S.5G16

COL PER PLAN

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

1Enter address here

WALL PANEL PER PLAN

16 GA FLASHING, BEND AS REQ'D, NO ATTACHMENT TO NEW STRUCTURE

#12 SCREW @ 6" O.C.

B WALL LAYOUT AT END OF LEAN-TO B2

SCALE: 1" = 1'-0"

ATTACH TO CONC WITH 1/2"ø x 3" MIN EMBEDMENT EXPANSION ANCHOR @ 24" O.C.

WALL TO GROUND CONNECTION B6

WALL FLASHING MAIN TO LEAN-TO

SCALE: 1" = 1'-0"B10

CORNER FLASHING

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

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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NDATE

LDESCRIPTION

KMARK

JISSUE DATE: 01/24/24 SOLICITATION NO:

HDESIGNED BY:

Author CHECKED BY:

Checker SUBMITTED BY:

SIZE: FILE NO: ANSI D

GU.S. ARMY CORPS OF ENGINEERS WALLA WALLA DISTRICT

F

DEnter address here

A RAKEA1

SCALE: 1 1/2" = 1'-0"V:\Operations_and_Maintenance\Engineering Tech Support\Dworshak\FY24 SC- Garco shed shelter AFU Update\Docs\Drawings\Lean To.rvt Project Status

END WALL

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

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