HomeMy WebLinkAboutJOIST LAYOUT - 21-00628 - 21-00628 - 1105 Larch Dr - New SFRMEADOW GROVE 2X6MADISON COUNTY, IdahoMAIN FLOORThese placement plans for the products specified were based on the informaƟon provided to us. This service is solely intended for product applicaƟon assurance; it is not intended to circumvent the need for a design professional as determined by the building codes. The designer of record and/or builder/framer is responsible to assure these drawings are compaƟble with the overall project.Floor Load DeflecƟon Criteria: L/480
Floor Live Load (PSF): 40
Floor Dead Load (PSF): 15
EsƟmator: RDS
Tracking:
Sheet 1 of 1
Scale 1/4"=1'0"
Tag Qty Product Len Cut Logic
Floor Joist
J1 20 2-5/16"x11-7/8" BCI 6000 1.8 36'8x{1/36} 12x{1/35}
J1 7 2-5/16"x11-7/8" BCI 6000 1.8 34'7x{1/34}
J1 2 2-5/16"x11-7/8" BCI 6000 1.8 26'2x{1/26}
J1 10 2-5/16"x11-7/8" BCI 6000 1.8 22'10x{1/22}
J1 4 2-5/16"x11-7/8" BCI 6000 1.8 18'4x{1/17}
J1 1 2-5/16"x11-7/8" BCI 6000 1.8 16'1x{1/16}
J1 1 2-5/16"x11-7/8" BCI 6000 1.8 12'1x{1/11}
Floor Joist Blocking
Bk1 92 2-5/16"x11-7/8" BCI 6000 1.8 R/L
Beam
B1 1 1-3/4"x11-7/8" Versa-Lam LVL 18'1x{2/9}
Rim
Rm1 250 1-1/8"x11-7/8" BC Rim Board OSB R/L
Hanger
H1 6 ITS2.37/11.88 Simpson Strong Tie
Floor Decking
55 3/4"X4'X8' TG
Layout Note ** This is FOR YOUR INFORMATION
Items to Reference
NOTES:
1) ENGINEER OF RECORD TO APPROVE ALL MATERIAL SIZES, USAGE, BEARINGS, LOCATIONS, LAYOUT, AND ATTACHMENTS.
2) SEE ALL NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS AND PLAN DETAILS.
3) PURCHASER TO VERIFY ALL MEASUREMENTS.
4) PURCHASER TO VERIFY ALL ANGLES, SLOPES, SKEWS, LOADS, AND MODIFICATIONS OF ALL
HANGERS.
5) WEB STIFFENERS REQUIRED AT BEARING LOCATIONS ACCORDING TO LOADING, CODE, IF NOTED ON ORIGINAL PLANS, IN NOTES, OR SPECS.
6) REFER TO CURRENT STRUCTURAL PLAN SET FOR FLOOR MEMBER SPACING UNO.