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1002 & 1004 N Van Ness Ave, 601 & 603 W 10th St - Plan
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1002 & 1004 N Van Ness Ave, 601 & 603 W 10th St - Plan
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Last modified
2/21/2026 5:00:19 AM
Creation date
2/21/2026 5:00:06 AM
Metadata
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Template:
Plan
Permit Number
101118598
101118599
101118600
101118601
101126252
101126253
101126254
Full Address
1002 N Van Ness Ave
1004 N Van Ness Ave
601 W Tenth St
Street Number
601
Street Direction
W
Street Name
Tenth
Street Suffix
St
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400 Sunrise Ave., Suite 270 <br />Roseville, CA 95661 <br />916.755.3571 / MiTek-US.com <br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) <br />BCSI Building Component Safety Information <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. <br />and available from the Structural Building Component Association (www.sbcscomponents.com) <br />8) A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />9) All bearings are assumed to be DF No.2 . <br />10) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 119 lb uplift at joint <br />2, 223 lb uplift at joint 25, 314 lb uplift at joint 37, 278 lb <br />uplift at joint 18, 69 lb uplift at joint 28, 28 lb uplift at joint <br />32, 58 lb uplift at joint 33, 138 lb uplift at joint 40, 16 lb <br />uplift at joint 41, 136 lb uplift at joint 14, 47 lb uplift at <br />joint 13, 98 lb uplift at joint 11 and 119 lb uplift at joint 2. <br />11) This truss has been designed for a moving concentrated <br />load of 250.0lb live located at all mid panels and at all <br />panel points along the Top Chord, nonconcurrent with <br />any other live loads. <br />LOAD CASE(S) Standard <br />Job Truss Truss Type Qty Ply 601 -603 W 10th St <br />R91123163 <br />B07 Roof Special Structural Gable 2 1250894-Duplex Job Reference (optional) <br />Stone Truss, Inc., Oceanside, CA - 92054,Run: 8.73 S Aug 13 2025 Print: 8.730 S Aug 13 2025 MiTek Industries, Inc. Wed Nov 05 18:57:46 Page: 2 <br />ID:UG8LnDG1N?Tnkx8ba_gBQDyMb1Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
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