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Date of Report: 03-09-2023/Rev A Job Name: Paul Czajka <br />Data Input by: Hrach Ghambaryan Job Number: 904 <br />Contact E-mail: hrach@uniquesolardesign.com Job Address: 2030 West Summer Wind <br />Contact Phone: ​(747) 217-1107 Santa Ana, CA 92704 <br />ABSTRACT <br />This Report is based on Engineering calculations <br />using the input data supplied by the user, listed <br />under Current Input Data. The user input has not <br />been independently reviewed by a licensed <br />Professional Engineer for appropriateness or <br />accuracy, unless Stamped by a P.E. This Report <br />indicates Compliance/Non-Compliance with the <br />reference Codes listed below. The following items <br />have been checked for Code Compliance: <br />- Load Combination #1: <br />Wind Uplift on the Standoff attachment to <br />the Roof Framing members: Wind Uplift - <br />0.6 * DL Solar <br />- Load Combination #2: <br />Supporting Rafter Strength with: DL Rf + <br />DL Solar + Roof Live Load <br />- Load Combination #3: <br />Supporting Rafter Strength with: DL Rf + <br />DL Solar + Wind Down <br />- Load Combination #4: Supporting Rafter <br />Strength with: DL Rf + DL Solar + Snow <br />- Load Combination #5: <br />Supporting Rafter Strength with: DL Rf + <br />DL Solar + .75Wind + .75Snow <br />- Load Combination #6: Check Additional <br />Seismic Load <br />- Load Combination #7: <br />Supporting Rafter Strength with: <br />Wind Up - 0.6 * (DL Rf + DL Solar) <br />Job Information <br />Data Input By:Hrach Ghambaryan <br />Job Number:904 <br />Job Name:Paul Czajka <br />Job Address:2030 West Summer Wind <br />City, State:Santa Ana, CA 92704 <br />Current Input Data <br />Payment Method Invoice <br />Roof Type InteriorBearingWall <br />Ceiling Type 1/2 gyp. Bd. <br />Collar Tie Space 0 <br />Coverage % 23.4 <br />Frame Size 2x6@24 <br />Ground Snow (psf) 0 <br />Sloped Roof Snow Load (psf) 0 <br />Lag Screw Diam. (in) 5/16 <br />Lag Screw Embed. (in) 2.5 <br />Overall Span (ft) 40 <br />PV Weight (psf) 2.68 <br />PV Module Orientation Both <br />Rafter Span (ft) 7 <br />Rail System 2Rail <br />Roof Mean Height (ft) 25 <br />Roof Slope (degrees) 18 <br />Roofing Type Flat Tile <br />Sloped Ceiling No <br />Max. Horizontal Roof Mount(ft) 6 <br />Max. Vertical Roof Mounts (ft) 3.083 <br />Standoff Staggered Yes <br />Wind Exposure C <br />Wind Speed (mph) 110 <br />2030 W Summer <br />Wind03/28/23