Lean-To Drawing.pdf
PDF 1 MB Posted
- Attached to
- Dworshak Garco Building Lean-To Federal contract opportunity
- Solicitation number
- W912EF-24-Q-0084
About this file
This document contains a set of technical drawings and specifications for a lean-to building to be constructed as part of a federal contract opportunity.
The key details are:
- The solicitation is for a lean-to building to be constructed at the Dworshak site, issued by the US Army Corps of Engineers, Walla Walla District.
- The drawings provide detailed specifications for the structural steel, connections, roofing and wall panels, hardware, and other components required for the lean-to.
- Firms interested in this opportunity are asked to submit information on their capabilities, business size, Unique Entity Identifier, and ability to meet the required delivery date.
- This is a pre-solicitation announcement, not the full solicitation document. Responding firms should not submit a full proposal at this time.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| DWA Garco Building Lean-to Specifications.docx | DOCX document |
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Text version
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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
0"
0"
0"
12' - 0"
B2 S.5
S.4 A2S.4
A8
B1 S.3
B9 S.3
HSS4X4X3/16 HSS4X4X3/16
HSS4X4X3/16 HSS4X4X3/16
HSS4X4X3/16 HSS4X4X3/16
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
8X
W 8X
W
8X
W 8X
W
8X
W 8X
W 8X
W 8X
G16 S.5
B2 S.5
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
J14 S.4
B1 S.3
B9 S.3
W10X12
W10X12
W10X12
E8 S.4
S 13' - 8" 10' - 8"
B10 S.5
0"
0"
0"
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"
0"
0"
0"
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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
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4X 4X
3/
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4X 4X
3/
S.5 F6
2'
0" 2'
0"
2'
0" 2'
0"
1'
9"
L4X4X1/4
L3X3X1/4
GIRDER PER PLAN
JOIST PER PLAN, TYP
6" DP X 2-1/2" FLANGE X 12GA Z-GIRT
6" DP X 2-1/2" FLANGE X 12GA Z-GIRT
6" DP X 2-1/2" FLANGE X 12GA Z-GIRT
6" DP X 2-1/2" FLANGE X 12GA Z-GIRT
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
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SCALE: 3/4" = 1'-0"B1 EXT WALL ELEVATION
SCALE: 3/4" = 1'-0"B9 BRACED FRAME ELEVATION
B
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
0'
1/
2" 0'
3"
MTL ROOF PER PLAN
0' - 0 1/2" TYP
BEAM PER PLAN, TYP
(2) 3/4"ø A325 BOLTS
B
HSS COL PER PLAN
3/16
0' - 6" 0' - 6"
0'
6" 0'
6"
PL 1/2 X AS SHOWN
TYP
2"
TY
P
2"
1" ø HOLE FOR 3/4" X 4" LG
EXPANSION ANCHOR
A
1'
6"
1' - 0"
0'
8"
2"
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"
0'
6" 0'
2"
0'
4"
B
HSS 3X3X1/8 CUT TO SLOPE
OR L3X2X3/16
1/8 2-12
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"
0'
6"
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"
0' - 3 7/8"
Ground 0' - 0"
0' - 8"
0'
7"
0' - 6"
0'
1/
2"
PL 3/4" X AS SHOWN
0' - 1 1/2" ø 0' - 1"
3/16
3/16
3/16
3/16
COL PER PLAN
BASE PL PER PLAN
SHACKLE PER ELEVATION
Level 2 13' - 8"
0'
7" 1' - 1"
0' - 11"
0'
4"
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
3/16
3/16
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"
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
0'
1/
2"
N/S VARIES
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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"
A
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"
A
0' - 6"
0' - 4"
EXISTING ROOF
EXISTING WALL
EXISTING FLASHING
NEW 16GA FLASHING
(NO ATTACHMENT
TO NEW ROOF)
0'
1/
2"
#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
1/8 2-12
A
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"
2'
0" 2'
0"
2'
0" 2'
0"
1'
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
B
HSS COL PER PLAN
Z-GIRT PER PLAN
PL 3" X 3" X 1/8"
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
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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
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C he ck er
En te r a dd re ss h er e
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 .