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SECTION VIEWS - 21-00789 - Rocky Mountain Power - Mechanic Shop
1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" 2ND FLOOR 109' -0" 6 7 8 9 18' - 3"22' - 0"18' - 3" TOP OF ROOF 133' -0"3' - 6"9' - 0"TREN CH DRAI N OFFICE SHOP OVERHEA D BAY DOOR 4 POST LIFTS 1ST FLOOR LINE 100' -0" 2ND FLOOR 109' -0" 6 1-1/2" DIA. H.R. 1-1/8" WD TREAD 1/4" WD RISER SHEET FLOORING FINISH w/ NON-SKID METAL NOSING 1-3/4" x 11-7/8" LVL EA. SIDE & CENTER 2x8 LANDING JST. @ 16"o.c. 2X4 STUDS @ 16"o.c.3' - 6"3' - 0"6 3/4"11"4"3' - 6"2" DIA. or 2"x2" SQ. TOP RAIL 1-1/2" DIA. BOT RAIL 3/4" DIA. BAL. @ 4"o.c. 2" DIA. or 2"x2" SQ. SUPPORT POST @ 4'-0" O.C. 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" 2ND FLOOR 109' -0" MECH. ROOF BEARING 113' -11 3/8" 9 TOP OF ROOF 133' -0" 1 2 3 5 6 11 12 13 1ST FLOOR LINE 100' -0" 2ND FLOOR 109' -0" 7 4 5 6 7 8 3' - 6"9 14 15 FLOOR ASSEMBLY -UL 263, DESIGN NO. L505, FLOOR SYSTEM #17 WALL ASSEMBLY -UL 263, DESIGN NO. U419 14 16 1ST FLOOR LINE 100' -0" BOTTOM OF ROOF 128' -0" 2ND FLOOR 109' -0" MECH. ROOF BEARING 113' -11 3/8" 6 1 2 3 4 5 6 7 9 10 10 12 13 DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATEDESCRIPTIONNorm Schoenherr AIACarl Greene AIADesignInternationalUTAH COLORADONEVADADESIGNINTERIORSPLANNINGARCHITECTURECONSULTINGP.O. Box 1596, Park City, Utah 84060801-641-3894 435-640-6081S:\2021Files\21127\Consulting\Prod Dwg\21127 - Rexburg Mechanics Shop.rvtREXBURG SERVICE CENTERMECHANIC SHOP21127 AJV CEG 17 JUNE 2021 SECTION VIEWS A4.02 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1/4" = 1'-0"1 BUILDING SECTION - OFFICE SCALE:1/2" = 1'-0"2 STAIR SECTION SCALE:1" = 1'-0"3 RAILING DETAIL SCALE:1/2" = 1'-0"A WALL SECTION SCALE:1/2" = 1'-0"C WALL SECTION SCALE:1/2" = 1'-0"B WALL SECTION KEYED NOTES - WALL SECTIONS # DESCRIPTION 1 PRE-FINISHED, RIBBED PANEL SIDING 2 STRUCTURAL STEEL 3 METAL DECK ROOFING 4 4" METAL STUD 5 10" CONCRETE FOOTING PER ENGINEER 6 6" CONCRETE SLAB 7 WOOD I-JOISTS PER ENGINEER 8 42" H. GUARD RAIL SYSTEM WITH BALUSTERS AT 4"o.c. 9 19/32" WOOD PANELS LAID PARALLEL TO FLOOR JOISTS OVER 15/32" WOOD PANEL SUB-FLOOR LAID PERPENDICULAR TO FLOOR JOISTS 10 5/8" GYPSUM WALL BOARD 11 OVERHEAD BAY DOOR 12 R-33 INSUL. 13 R-27 INSUL. 14 (2) LAYERS 5/8" TYPE 'X' GYP. BD. 15 WOOD STRUCTURAL PANEL PER ENGINEER 16 5/8" TYPE 'X' GYP. BD. TO BOT OF FLOOR JOISTS, No. 25 MSG RESILIENT CHANNELS @ 24"o.c., 5/8" TYPE 'X' GYP. BD.