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HomeMy WebLinkAbout037 - A2.40 - ROOF PLANA3.10 1 A3.10 2 A3.11 2 A3.11 1 J L 1 A3.20 1 A3.20 1 A3.21 1 A3.21 2 A3.20 2 A3.20 2 A3.21 2 A3.21 V A LLE Y RIDGERIDGE RIDGEHIP HIPV A L L E Y VALLEY VALLEY V A L L E Y RIDGE VALLEY V A L L E Y RIDGEVALLEYRIDGEVALLEYVALLEYHIP HIP RIDGEVALLEYVALLEYHIP HIP RIDGEVALLEYVALLEYRIDGEVALLEYVALLEYROOF DRAIN AND OVERFLOW H K MECHANICAL ARTISTIC WRAP AROUND ALL PUBLICLY VISIBLE SIDES FROM TOP OF PARAPET TO TOP OF MECHANICAL EQUIPMENT FIBER CEMENT PANEL-B A0.50 1 1.2 WALK PAD 1 SLOPE 1/4" : 1'SLOPE 1/4" : 1'SLOPE 1/4" : 1'SLOPE 1/4" : 1' C E G 347 D F 3.856 3.6 1.72 B A.5 A 1. ALL ROOF SLOPES TO BE 1/4":1'-0" MINIMUM. 2. ROOF HATCH TO BE 16 S.F. MINIMUM 3. NOT USED 4. PROVIDE CRICKETS WHERE REQUIRED TO MAINTAIN POSITIVE SLOPES TO DRAINS. 5. PROVIDE WALK PAD FROM ROOF HATCH TO ALL MECHANICAL EQUIPMENT. 6. NOT USED 7. SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS. ROOF PLAN NOTES Drawn By: Checked By: Project Number: Sheet Number: © 2023 Solomon Cordwell Buenz ROOF PLAN 321 N 5TH AVE BOZEMAN, MT 59715 THE GUTHRIE AT 5TH AND VILLARD A2.40 FG RM 2023029 SCALE:1/8" = 1'-0" 1 ROOF PLAN NO. DATE DESCRIPTION 1 9/6/2024 ISSUED FOR SITE PLAN REVIEW