SIDEWALK & RAILING REPLACEMENT BOARD OF ED BUILDING

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1 PROJECT: 25 E 5 S SALT LAKE CITY, UTAH CODE ANALYSIS APPLICABLE CODES 675 E. 5 S. Suite 4 DFCM PROJECT NUMBER: DFCM CONTRACT NUMBER: STRUCTURAL ENGINEER: REAVELEY ENGINEERS + ASSOCIATES 675 East 5 South, Suite 4 Salt Lake City, Utah 8412 PH#: (81) FAX: (81) CONTACT: Mark Thimm, PE, LEED AP DRIVEWAY 5 SOUTH (CESAR E. CHAVEZ BLVD) FOOTNOTES: 1) In case of conflict with the U.S. Department of Justice Federal Registers Parts through ADA Guidelines and specific reference to the International Building Code Accessibility Chapters, the more restrictive requirement shall govern. 2) Additional Code Information shall be provided at the discretion of the Building Official for Complex Buildings. Including, but not limited to: a) High Rise Requirements. b) Atriums. c) Performance Based Criteria. d) Means or Egress Analysis. e) Fire Assembly Locator Sheet. f) Exterior and Interior Accessibility Route. g) Fire Stopping, Including Tested Design Number. SYMBOL LEGEND ELEVATION REFERENCE DETAIL NUMBER SHEET NUMBER DETAIL REFERENCE CUT DETAIL NUMBER SHEET NUMBER DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER NORTH NORTH ARROW MATCH LINE GRID LINE BREAK LINE CENTER LINE REVISION DESIGNATION REVISION NUMBER REVISION CLOUD Special Use and Occupancy (e.g. High Rise, Covered Mall): B. Seismic Design Category: C. Type of Construction (circle one): G: I: J: International Building Code International Mechanical Code International Fuel Gas Code International Plumbing Code International Fire Code International Energy Conservation Code Change in Use: Yes No X Mixed Occupancy: Yes X No A B North: South: East: West: F: Sprinklers: Required: Provided: Yes H: Actual Area Tabular Area: b) Sum of the Ratio Calculations for Mixed Occupancies: Actual Area Allowable Area _< c) Total Allowable Area for: 1) One Story: 2) Two Story: A (2) 3) Three Story: A (3) A E. Mixed Occupancies: Existing Nonseparated Uses: Existing Area Modifications: a a 1 B Year 215 A. Occupancy and Group: Civic Admin. B Number of Stories: 3 Building Height: A National Electrical Code Uniform Code for Building Conservation ADA Accessibility Guildelines Design Wind Speed: D. Fire Resistance Rating Requirements for the Exterior Walls based on the fire separation distance (in hours): Type of Sprinkler System (IBC ) Existing a) d) Unlimited Area Building: Yes No Code Section: B HT per Floor (square feet): (table 53): A B Year 13 S GORDON LANE SALT LAKE CITY, UT 8417 DRAWING INDEX K. Fire Resistance Rating Requirements for Building Elements (hours). Element Hours Assembly Listing Element Hours Assembly Listing SHEET INDEX PAGE PARKING LOT TITLE SHEET & SITE PLAN GENERAL STRUCTURAL NOTES SPECIAL INSPECTIONS, TESTING, & OBSERVATIONS SPECIAL INSPECTIONS, TESTING, & OBSERVATIONS CONT. GROUND LEVEL PLAN ENLARGED SOUTH BRIDGE PLAN & SECTIONS ENLARGED ENTRY PLAN ELEVATIONS GI1 SE1 SE2 SE3 SF11 SF12 SF13 SF21 Exterior Bearing Walls Interior Bearing Walls Exterior NonBearing Walls Structural Frame Partitions Permanent Fire Barriers L. Design Occupant Load: Exit Width Required: Exit Width Provided: M. Minimum Number of Required Plumbing Facilities: Floors Ceiling Floors Roofs Ceiling Roofs Exterior Doors and Windows Shaft Enclosures Fire Walls Fire Partitions Smoke Partitions TITLE SHEET & SITE PLAN BOARD OF EDUCATION BUILDING SITE PLAN NORTH GUARDRAIL DETAILS HANDRAIL DETAILS CONCRETE REPAIR DETAILS SCHEDULES SF51 SF52 SF53 SF61 a) Water Closets: b) Urinals: c) Lavatories: d) Bath Tubs or Showers: e) Drinking Fountains: Service Sinks: GI1

2 13 S GORDON LANE SALT LAKE CITY, UT 8417 ABBREVIATIONS 675 E. 5 S. Suite 4 12/1/217 GENERAL STRUCTURAL NOTES 12/4/217 SE1

3 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 SPECIAL INSPECTIONS, TESTING, & OBSERVATIONS 12/4/217 SE2

4 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 SPECIAL INSPECTIONS, TESTING, & OBSERVATIONS CONT. SE3

5 1 GROUND LEVEL PLAN NORTH 8 A B C D E F G H J K SHEET NOTES SHEET LEGEND ALTERNATE NOTES 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 GROUND LEVEL PLAN SF11

6 ENLARGED SOUTH BRIDGE PLAN SOUTH BRIDE SECTION NORTH SHEET NOTES SHEET LEGEND ALTERNATE NOTES SOUTH BRIDE SLAB REPLACEMENT DOOR SOUTH BRIDE SLAB REPLACEMENT STAIRS 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 ENLARGED SOUTH BRIDGE PLAN & SECTIONS SF12

7 ENLARGED ENTRY PLAN NORTH SHEET NOTES SHEET LEGEND ALTERNATE NOTES 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 ENLARGED ENTRY PLAN SF13

8 NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 ELEVATIONS SF21

9 675 E. 5 S. Suite 4 12/1/217 TYPICAL GUARDRAIL MASONRY WALL TYPICAL GUARDRAIL WALL END 13 S GORDON LANE SALT LAKE CITY, UT 8417 GUARDRAIL ELEVATION ON EAST SIDE OF BUILDING GUARDRAIL ELEVATION ON SOUTH SIDE OF BUILDING RAILING EXPANSION JOINT DETAIL GUARDRAIL DETAILS TYPICAL POST DETAIL IN 8" WALL TYPICAL POST DETAIL IN 12" WALL TYPICAL POST DETAIL IN 12" WALL TYPICAL POST DETAIL IN 12" WALL SF51

10 RAMP HANDRAIL ELEVATION RAMP HANDRAIL ELEVATION RAMP HANDRAIL ELEVATION RAMP HANDRAIL ELEVATION RAMP HANDRAIL ELEVATION RAMP HANDRAIL ELEVATION 13 S GORDON LANE SALT LAKE CITY, UT E. 5 S. Suite 4 12/1/217 HANDRAIL DETAILS SF52

11 CONCRETE REPAIR STEPS CONCRETE REPAIR STEPS CONCRETE REPAIR STEPS CONCRETE REPAIR NOTES CONCRETE REPAIR STEPS CONCRETE REPAIR NOTES 675 E. 5 S. Suite 4 12/1/217 MINOR CONCRETE DELAMINATION (DEPTH: 1/2" TO 11/2") REINFORCING PREPARATION STEPS (VERTICAL) PREPARATION OF DETERIORATED EXISTING REINFORCEMENT MODERATE CONCRETE DELAMINATION (DEPTH: 1" TO 3") CONCRETE REPAIR STEPS TYPE A1 CONCRETE REPAIR.1".25" (EPOXY INJECTION) (VERTICAL) TYPE D CONCRETE REPAIR (1"2.1/2" DEEP) CONCRETE EDGE REPAIR RECESS EXISTING ANCHORS & EMBEDS RECESS EXISTING ANCHORS & EMBEDS 13 S GORDON LANE SALT LAKE CITY, UT 8417 DETAIL "A" CONCRETE REPAIR DETAILS TYPICAL ROUT & SEAL CRACK OR JOINT COVE SEALANT JOINT DETAIL SF53

12 CONCRETE REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE DOWEL SIZE REINFORCING BAR ADHESIVE ANCHORS IN CONCRETE SCHEDULE EMBEDMENT LENGTH (SEE NOTE #2) SIZE (DIA) THREADED ROD EMBEDMENT LENGTH (SEE NOTE #2) 675 E. 5 S. Suite 4 12/1/217 ADHESIVE ANCHORS IN CONCRETE SCHEDULE CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE 13 S GORDON LANE SALT LAKE CITY, UT 8417 SCHEDULES SF61

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