HomeMy WebLinkAboutROOF REVISIONS - 21-00791 - 127 N 4th E Units 1 & 2 - A Greener Door DuplexGR
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Roof Load DuraƟon Factor: 115%
Roof Live Load (PSF): 40
Roof Dead Load (PSF): 15
Architectural Date: 9/17/2020
EsƟmator: RDS
Tracking:
Sheet 1 of 1Scale 1/4"=1'0"
Tag Qty Product Len Cut Logic
Rafter
R1 19 2-5/16"x11-7/8" BCI 60 2.0 24'19x{1/23}
R1 19 2-5/16"x11-7/8" BCI 60 2.0 6'19x{1/6}
Rafter
R3 30 2-5/16"x11-7/8" BCI 6000 1.8 36'30x{1/35}
R3 8 2-5/16"x11-7/8" BCI 6000 1.8 20'8x{1/19}
R3 37 2-5/16"x11-7/8" BCI 6000 1.8 18'10x{1/18} 27x{1/17}
R3 4 2-5/16"x11-7/8" BCI 6000 1.8 12'4x{1/12}
R3 26 2-5/16"x11-7/8" BCI 6000 1.8 6'26x{1/6}
Beam
GL2 1 5-1/8"x22-1/2" Boise Glulam 26'1x{1/26}
GL3 2 5-1/8"x18" Boise Glulam 26'2x{1/26}
Roof Beam
B1 4 1-3/4"x11-7/8" Versa-Lam LVL 16'4x{1/15}
Rim
Rm1 471 1-5/16"x11-7/8" Versa-Lam LVL R/L
Hanger
H4 118 LSSR2.37Z Simpson Strong Tie
Eave Blocking
Bk2 302 2-5/16"x11-7/8" BCI 6000 1.8 R/L
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.