HomeMy WebLinkAboutFLOOR JOISTS - 22-00356 - 126 Charles Place - New SFRNOLA HARRIS RESIDENCEREXBURG, 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): 10
Architectural Date: 4/28/2022
EsƟmator: RDS
Tracking:
Sheet 1 of 1
Scale 1/4"=1'0"
Tag Qty Product Len Cut Logic
Bearing Wall
25 2x BEARING WALL by others R/L
Floor Joist
J1 3 2-5/16"x14" BCI 6000 1.8 44'3x{1/44}
J1 15 2-5/16"x14" BCI 6000 1.8 42'15x{1/42}
J1 1 2-5/16"x14" BCI 6000 1.8 36'1x{1/36}
J1 4 2-5/16"x14" BCI 6000 1.8 24'1x{1/24} 3x{1/23}
J1 20 2-5/16"x14" BCI 6000 1.8 22'5x{1/22} 15x{1/21}
J1 1 2-5/16"x14" BCI 6000 1.8 6'1x{1/6}
Floor Joist Blocking
Bk1 29 2-5/16"x14" BCI 6000 1.8 R/L
Beam
B1 1 1-3/4"x14" Versa-Lam LVL 6'1x{2/3}
Rim
Rm1 178 1-1/8"x14" BC Rim Board OSB R/L
Hanger
H1 2 ITS2.37/14 Simpson Strong Tie
H2 4 ITS1.81/14 Simpson Strong Tie
Floor Decking
47 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.