HomeMy WebLinkAboutJOISTS - 23-00865 - 4821 Thunderbird Loop - Heaven's Best - RemodelPt1Pt1
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THIS IS A PRODUCT PLACEMENT PLAN ONLY. IT IS NOT MEANT TO BE USED AS A STRUCTURAL LAYOUT.
EVERY EFFORT HAS BEEN MADE TO BE AS ACCCURATE AS POSSIBLE WITH THIS STRUCTURAL TAKEOFF. DUE TO LACK OF DETAIL
AND INFORMATION ON MANY PLANS AND THE VARIANCE OF FRAMING TECHNIQUES IN THE INDUSTRY, CERTAIN DESIGN
ASSUMPTIONS MAY HAVE BEEN MADE. THEREFORE, IT IS IMPERATIVE THAT THE LUMBER DEALER AND THE CUSTOMER REVIEW
THESE PLANS FOR LAYOUT, BEARING LOCATIONS, POINT LOADS, AND SPECIAL CONDITIONS PRIOR TO ORDERING. FAILURE TO
DO SO WILL CONSTITUTE ACCEPTANCE AS DRAWN AND ANY CHANGES, ADDITIONS, OR DELETIONS WILL BE AT THE EXPENSE OF
THE LUMBER DEALER AND/OR CONTRACTOR. THIS LAYOUT CONTAINS ENGINEERED WOOD PRODUCTS WITH SPECIFIC DESIGN
VALUES, ANY SUBSTITUTIONS MUST HAVE EQUAL OR GREATER DESIGN VALUES.
PURCHASER SIGNATURE:____________________________________DATE:______________________
PRINTED NAME:____________________________________________DATE:______________________
Date:
1/15/2024
J.M. THOMAS FOREST PRODUCTS
P.O BOX 12668
2525 N. HIGHWAY 89
OGDEN, UT 84412
801-782-8090
DESIGN CRITERIA:
FLOOR: 80 psf LL 20 psf DL
ROOF: __ psf LL __ psf DL
OTHER LOAD:
FLOOR DEFLECTION:
L/480 LL - L/240 TL
ROOF DEFLECTION:
L/360 LL - L/240 TL
BASED ON PLANS DATED: NOVEMBER 2023
Designer
DR
REVISION NUMBER
Project
12837A
Products
PlotID Length Product Plies Net Qty Fab Type
FJ1 16" O.C. 32-00-00 11 7/8 PKI20 1 3 MFD
FJ2 16" O.C. 28-00-00 11 7/8 PKI20 1 25 MFD
FJ3 16" O.C. 16-00-00 11 7/8 PKI20 1 25 MFD
FJ4 16" O.C. 14-00-00 11 7/8 PKI20 1 21 MFD
BM1-3 30-00-00 1-3/4x11-7/8 2.0E LVL 3 3 MFD
BM2-3 30-00-00 1-3/4x16 2.0E LVL 3 3 MFD
BM3-2 10-00-00 1-3/4x11-7/8 2.0E LVL 2 2 MFD
BM4-2 6-00-00 1-3/4x11-7/8 2.0E LVL 2 6 MFD
R1 184-00-00 1-1/8" X 11-7/8" OSB RIM 1 1 MFD
Bk1 48-00-00 11 7/8 PKI20 1 1 MFD
Pt1 10-00-00 POST BY OTHER 3 1 2 MFD
Connector Summary
PlotID Qty Manuf Product MiTek® Equivalent Flange
Hg1 1 HUCQ412 None
Hg2 3 ITS2.56/11.88 None
Hg3 21 ITS2.56/11.88 None
Hg4 43 ITS2.56/11.88 None
THESE DRAWINGS ARE PROVIDED ONLY TO ASSIST IN IDENTIFYING
JOIST AND BEAM LENGTHS, QUANTITIES, SIZES AND LOCATION.
IT IS NOT INTENDED OR ALLOWED TO BE USED IN PLACE OF
THE ACTUAL STRUCTURAL DRAWINGS. ALL DETAILS, NOTES,
AND ANY OTHER ASPECT ON THE STRUCTURAL PLANS MUST BE
FOLLOWED. ALL MATERIAL SUBSTITUTIONS OR PLAN CHANGES
NEED TO BE VERIFIED AND APPROVED BY THE ENGINEER OF RECORD.
UPPER FLOOR
Scale: 1/4" = 1'-0"
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Notes:
1. Support back of I-joist web during nailing to prevent damage to web/flange connection.
2. Leave a 1/8-inch gap between top of filler block and bottom of top I-joist flange.
3. Filler block is required between joists for full length of span.
4. For flange widths of 2-1/2 inches or less, nail joists together with two rows of 10d nails 12 inches o.c.
(clinched when possible) on each side of the double I-joist (total 4 nails per foot). For flange widths greater
than 2-1/2 inches, use two rows of 10d nails at 6 inches o.c. on each side of the double I-joist (total 8 nails
per foot).
5. The maximum load that may be applied to one side of the double joist using this detail is 620 lbf/ft.
6. For I-joist depths greater than 16 inches, please contact your PinkWood representative for details.
1/8" to 1/4" gap between top flange and filler block
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