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071_CA1.10 - Roof Plan
1 A B C D 2 6 5 9 CA3.01 8 CA3.01 7 CA3.01 4 CA3.02 12 CA3.02 8 CA3.02 32' - 0"44' - 0"24' - 0" 100' - 0"24' - 0"42' - 10 1/2"21' - 6"36' - 7 1/2"125' - 0"1/4":12" SLOPE 4 3 1/4":12" SLOPE 1/4":12" SLOPE 1/4":12" SLOPE 1/4":12" SLOPE1/4":12" SLOPE1/4":12" SLOPE1/4":12" SLOPESKYLIGHTS SKYLIGHTSSKYLIGHTS SKYLIGHTS SKYLIGHTS R1 ASSEMBLY ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER ROOF SCUPPER A B TRS-W1 TRS-W2 1 2 24' - 0" TRS-N1 TRS-N2 C D 24' - 0" TRS-E1 32' - 0" 5' - 6 1/2"2' - 0"16' - 5 1/2" TRS-E2 T.O. Plate 10' - 0" T.O. Trusses 18' - 6" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" 21' - 6 1/2"2' - 5 1/2" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" 3 4 TRS-W3 TRS-W4 21' - 6" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" T.O. Plate 10' - 0" T.O. Trusses 18' - 6" 2' - 0"19' - 6" 15' - 10 1/4"2' - 0"14' - 1 3/4" 1 A B C D 2 6 5 TRS-E1 TRS-E2 TRS-N2TRS-N1TRS-N1TRS-W1 TRS-W3TRS-W4TRS-W1 TRS-W2 4 3 Girder Truss Typical Truss REF Diagrams Skylight Openings KEY: PROJECT # SHEET NUMBERREVISION:DATE 2222 NE Oregon St #217 | Portland, OR 97232This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a regisered architect employed at MINARIK Architecture, Inc. is affixed above. Consultant:971-319-6249 | www.minarikarch.comProject Status:© 2023 MINARIK Architecture, Inc ALL RIGHTS RESERVED These Drawings are the Property of MINARIK Architecture, Inc and are not to be used or reproduced in any manner without prior written permission.11/10/2023 11:30:21 AM2303 CA1.10The Lumberyard Flats - ClubhouseVirga Venture 1 LLCTschache LaneBozeman, MTIssue Date Roof PlanSchematic Design1/8" = 1'-0" Roof Plan9 1/8" = 1'-0" Truss Profile Diagrams14 1" = 20'-0" Truss Type Diagram12 REVISIONDATEREASON FOR ISSUENOTES: ALL PLYWOOD WALL SHEATHING TO BE 6:12 NAILING SCHEDULE PERIMETER OPENINGS GREATER THAN 10' IN SPAN TO UTILIZE GIRDER TRUSSES TO SUPPORT SPAN. FOR OPENINGS LESS THAN 10' A DOUBLE 2X12 HEADER LOCATED ABOVE T.O. PLATE IN THE DEPTH OF THE TRUSS IS SUFFICIENT. 1. 2. 11/10/2023