Cedar_Shake_Shingles_-_Site_Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- 2026-RFQ-102
- Issued by
- Allegheny County, Philadelphia City, Pennsylvania
About this file
This is a site drawing document for the Cedar Shake Shingles installation project at McBride Park Picnic Shelter in Pittsburgh, Pennsylvania, prepared under the City of Pittsburgh Office of Management and Budget on behalf of the Department of Public Works. The document provides detailed specifications for the structural materials and components required for the roof installation, including 131 total pieces of lumber and 1,318 total hardware components. The lumber specifications total 3,260 board feet with 2,245.1 square feet of total surface area, comprised primarily of Douglas Fir kiln-dried (KD) material. Components include headers, bird blocks, eave purlins, ridge purlins, braces, struts, rafter chords, bottom chords, posts, and plates in various dimensions ranging from 3.25 inches to 11.25 inches in width and lengths up to 26 feet 10.75 inches.
The hardware specifications include 24 oak 1-inch by 14-inch pegs, 260 total steel components including gussets (types A and B), saddle gussets, and T-gussets, various threaded fasteners (allthreads ranging from 0.5 inches to 1 inch in diameter and 10.5 inches to 84 inches in length), lag screws, thru-bolts, hex nuts, washers, and straps (types BP-A and BP-B). The bid solicitation has a maximum budget of $30,000 and encompasses the complete installation of cedar shake shingles and all associated materials on the newly constructed structural roof of the picnic shelter facility.
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Other files
| File | Type | Posted |
|---|---|---|
| McBride_Park_Picnic_Shelter_-_Cedar_Shake_Installation.pdf | ||
| McBride_Park_-_Pavilion_Roof_Current_Picture_.jpg | JPG image | |
| mcbride-almost1.jpg | JPG image | |
| 2023-89817_DWG_McBride_Shops_-_hf_lenz_approved.pdf |
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Text version
X
08/01/2025 DAB/CMR
No.PL Name QTY W H L VOL. MAT. Total surface
[inch] [inch] [inch] [bdft] [sqft] 1 Header 4 3 1/4" 3 1/4" 4'-4 3/8" 15.2 Douglas Fir KD 19.3 2 Bird Block 8 3 1/4" 5 1/4" 3'-5 13/16" 39.1 Douglas Fir KD 39.9 3 Bird Block 4 3 1/4" 5 1/4" 3'-11 1/16" 22.2 Douglas Fir KD 22.8
4 Eave Purlin Purlin 16 3 1/4" 5 1/4" 8'-0 1/4" 176.3 Douglas Fir KD 181.8
5 Eave Purlin Purlin 8 3 1/4" 5 1/4" 8'-9 1/4" 96.7 Douglas Fir KD 99.4
6 Purlin 4 3 1/4" 5 1/4" 11'-11 7/8" 67.4 Douglas Fir KD 68.4 7 Eave Purlin 1 3 1/4" 5 1/4" 11'-11 7/8" 16.9 Douglas Fir KD 17.1 8 Eave Purlin 1 3 1/4" 5 1/4" 11'-11 7/8" 16.9 Douglas Fir KD 17.1 9 Purlin 2 3 1/4" 5 1/4" 11'-11 7/8" 33.7 Douglas Fir KD 34.2
10 Purlin 4 3 1/4" 5 1/4" 11'-11 7/8" 67.4 Douglas Fir KD 68.4 11 Eave Purlin 1 3 1/4" 5 1/4" 11'-11 7/8" 16.9 Douglas Fir KD 17.1 12 Eave Purlin 1 3 1/4" 5 1/4" 11'-11 7/8" 16.9 Douglas Fir KD 17.1 13 Purlin 2 3 1/4" 5 1/4" 11'-11 7/8" 33.7 Douglas Fir KD 34.2 14 Bird Block 4 3 1/4" 6 7/16" 7'-9" 48.0 Douglas Fir KD 48.2 15 Bird Block 2 3 1/4" 6 7/16" 8'-6" 26.3 Douglas Fir KD 26.4 16 Bird Block 1 3 1/4" 6 7/16" 9'-11 7/8" 15.5 Douglas Fir KD 15.5 17 Bird Block 1 3 1/4" 6 7/16" 9'-11 7/8" 15.5 Douglas Fir KD 15.5 18 Bird Block 1 3 1/4" 6 7/16" 9'-11 7/8" 15.5 Douglas Fir KD 15.5 19 Bird Block 1 3 1/4" 6 7/16" 9'-11 7/8" 15.5 Douglas Fir KD 15.5 20 Ridge Purlin 2 3 1/4" 6 7/16" 8'-0 1/4" 25.5 Douglas Fir KD 24.4 21 Ridge Purlin 1 3 1/4" 6 7/16" 8'-7 1/4" 13.9 Douglas Fir KD 13.2 22 Ridge Purlin 1 3 1/4" 6 7/16" 8'-9 1/4" 14.0 Douglas Fir KD 13.4 23 Ridge Purlin 1 3 1/4" 6 7/16" 9'-7 1/2" 15.7 Douglas Fir KD 14.8 24 Brace 12 5 1/4" 5 1/4" 2'-4" 49.1 Douglas Fir KD 40.6 25 Strut 12 5 1/4" 7 1/4" 6'-8 1/2" 238.6 Douglas Fir KD 163.5 26 Rafter Chord 5 5 1/4" 7 1/4" 14'-5 11/16" 217.6 Douglas Fir KD 147.3 27 Rafter Chord 5 5 1/4" 7 1/4" 14'-6" 217.8 Douglas Fir KD 147.3 28 Rafter Chord 1 5 1/4" 7 1/4" 14'-6 1/8" 43.6 Douglas Fir KD 29.5 29 Rafter Chord 1 5 1/4" 7 1/4" 14'-5 13/16" 43.5 Douglas Fir KD 29.5 30 Bottom Chord 6 5 1/4" 7 1/4" 26'-10 3/4" 511.5 Douglas Fir KD 339.0 31 Post 4 5 1/4" 11 1/4" 8' 156.1 Douglas Fir KD 91.3 32 Plate 1 7 1/4" 11 1/4" 8'-0 5/8" 53.3 Douglas Fir KD 25.8 33 Plate 1 7 1/4" 11 1/4" 8'-0 5/8" 53.3 Douglas Fir KD 25.8 34 Plate 1 7 1/4" 11 1/4" 8'-0 5/8" 53.3 Douglas Fir KD 25.9 35 Plate 1 7 1/4" 11 1/4" 8'-0 5/8" 53.3 Douglas Fir KD 25.9 36 Plate 1 7 1/4" 11 1/4" 8'-9 1/4" 57.5 Douglas Fir KD 28.0 37 Plate 1 7 1/4" 11 1/4" 8'-9 1/4" 57.5 Douglas Fir KD 28.0 38 Plate 1 7 1/4" 11 1/4" 9'-10 3/8" 67.0 Douglas Fir KD 31.6 39 Plate 1 7 1/4" 11 1/4" 9'-10 3/8" 67.0 Douglas Fir KD 31.6 40 Plate 1 8 3/4" 11 1/4" 9'-10 3/8" 80.4 Douglas Fir KD 34.2 41 Plate 1 8 3/4" 11 1/4" 9'-10 3/8" 80.4 Douglas Fir KD 34.2 42 Post 4 11 1/4" 11 1/4" 8' 334.4 Douglas Fir KD 127.3
Total sum 131 3260.0 2245.1
Name QTY Group Comment
Ø1" x 14" Peg 24 Material:Oak 24
Ø3/8" x 4" GRK 4 Ø3/8" x 6" GRK 28 Ø3/8" x 8" GRK 84
Ø3/8" x 10" GRK 32
Ø1/2" x 10" Masonry Anchor 8
Strap BP-A Strap BP-B
Ø1/2" x 11.5" Allthread 16 BP-3x3 1/2"Ø Hex Nut 16 BP-3x3
Ø7/8" x 14" Allthread 8 BP-12x12 Ø1/2" Std Washer 16 BP-3x3
Ø7/8" Nut 8 BP-12x12 Ø7/8" Std Washer 8 BP-12x12
BP-3x3x0.25 16 BP-3x3 BP-12x12x0.25 8 BP-12x12
Material:Steel 260
Gusset B 24 Gusset B Gusset A 12 Gusset A
Ø1/2" x 4" Lag Screw 48 Flange Gusset
Ø1/2" x 6.5" Thru-Bolt
Flange Gusset Gusset A Gusset B
Saddle Gusset
Ø5/8" x 12.5" Thru-Bolt
Strap BP-A Strap BP-B T-Gusset A T-Gusset B
1/2"Ø Hex Nut
Flange Gusset Gusset A Gusset B
Saddle Gusset
5/8"Ø Hex Nut
Strap BP-A Strap BP-B T-Gusset A T-Gusset B
Ø1" x 84" Rod 6 Rod 84" RH-RH 6" Threaded Ends
1"Ø Hex Nut 12 Rod 84" 4X4X3/8 Washer 6 Rod 84" Flange Gusset A Flange Gusset B
12 Flange Gusset
Strap BP-A 4 Strap BP-A Saddle Gusset 6 Saddle Gusset
Strap BP-B 4 Strap BP-B T-Gusset A 8 T-Gusset A T-Gusset B 8 T-Gusset B
Material:Steel(P&P) 1034
Total sum 1318
14 17
24 24
15 14
23202021
1 1
16 14 15 14 19
23 20 20 21
13 4
4 5
A
A A
BB
BB
AA
B
0 1
6 5
28 29
444 4
27 26
27 26
3 2
4 4
6 1
5 5
322 3
1 1
2527 25
23202220211 1
35 39
30 1614151419
114 47 5
24 24 24
38 33
File details come from the government source that posted it. Updated .