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Home My WebLink AboutPLANS - 21-00789 - Rocky Mountain Power - Mechanic ShopDATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 COVER SHEET G1.00 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440PURCHASE ORDER NO. 3600011489 170 WEST 2ND NORTH REXBURG, IDAHO 83440 JUNE 2021 REXBURG SERVICE CENTER MECHANIC SHOP MH = MANHOLE GPF = GALLONS PER FLUSH FURN. = FURNACE MECH. = MECHANICAL HB = HOSE BIB T.O. = TOP OF MIN. = MINIMUM MAX. = MAXIMUM GYP. = GYPSUM BD. = BOARD SECT. = SECTION SEC. = SECTION DIA. = DIAMETER N.T.S. = NOT TO SCALEGA. = GAUGE O.C. = ON CENTER TYP. = TYPICAL NO. = NUMBER ALUM. = ALUMINUM O.H. = OVERHANG SIM. = SIMILAR T&G = TUNG & GROOVE GALV. = GALVANIZED MFR. = MANUFACTURER EA. = EACH H.C. = HANDI-CAP RE. = REFERENCE RCP = REFLECTED CEILING PLAN PR. = PAIR A.F.F. = ABOVE FINISHED FLOOR FD = FLOOR DRAIN # # # # # # # ## # # ROOM FINISH KEYNOTE GENERAL KEYNOTE WALL CALLOUT WINDOW CALLOUT DOOR CALLOUT SECTION CALLOUT ELEVATION CALLOUT DETAIL CALLOUT ELEVATION MARKER COMMON SYMBOLS & ABBREVIATIONS SYMBOLS ABBREVIATIONS U.N.O. = UNLESS NOTED OTHERWISE LT. = LIGHT WT. = WEIGHT H.W.H. = HOT WATER HEATER CONC. = CONCRETE DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 GENERAL NOTES G1.01 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SHEET INDEX SHEET NO. SHEET TITLE G1.00 COVER SHEET G1.01 GENERAL NOTES AS1.00 SITE PLAN UNASSIGNED STEEL BUILDING SYSTEMS PLANS AND DETAILS (BY OTHERS) A1.01 FLOOR PLAN, FOUNDATION, ROOF PLAN A2.01 ENLARGED PLANS & ELEVATIONS A2.02 CEILING PLANS, SAFETY PLANS A3.01 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A4.02 SECTION VIEWS A5.01 WINDOW & DOOR TYPES & SCHEDULES A5.02 DOOR & WINDOW DETAILS S0.00 GENERAL NOTES S1.00 MEZZANINE FLOOR FRAMING PLAN S5.00 STRUCTURAL DETAILS E000 ELECTRICAL SYMBOL SCHEDULES AND GENERAL NOTES E201 ELECTRICAL POWER PLANS E301 ELECTRICAL LIGHTING PLANS E601 ELECTRICAL COMCHECK E701 ELECTRICAL RISER DIAGRAMS E801 ELECTRICAL SCHEDULES E901 ELECTRICAL SPECIFICATIONS M0.10 MECHANICAL GENERAL NOTES AND LEGENDS M1.10 MECHANICAL PLAN M5.10 MECHANICAL DETAILS M6.10 MECHANICAL SCHEDULES M7.10 MECHANICAL SPECIFICATIONS M7.20 MECHANICAL SPECIFICATIONS M7.30 MECHANICAL SPECIFICATIONS P0.10 PLUMBING GENERAL NOTES AND LEGENDS P1.10 CULINARY WATER PLUMBING PLAN P1.20 SEWER PLUMBING PLAN P5.10 PLUMBING DETAILS P5.20 PLUMBING DETAILS P6.10 PLUMBING SCHEDULES AND SCHEMATIC P7.10 PLUMBING SPECIFICATION P7.20 PLUMBING SPECIFICATION 1. General contractor to verify field conditions prior to commencement of each portion of the work. 2.The contract documents are complementary: what is required by one is as binding as if required by all. The contractor shall coordinate all portions of the work as described in the contract documents. Notify the COR for resolution of all discrepancies prior to construction. 3.“Floor Line”refers to top of concrete slabs. Finish flooring is installed above the floor line. For depressed floors and burbs, see structural drawings. 4.Where a door is located near corner of room and is not located by dimension on plan or details, dimension shall be 3”from face of stud (wall) to face of rough opening. Dimension shall be 6”from face of wall to edge of rough opening at concrete walls. 5.Line of existing grades, as shown on the building elevations and sections are approximate. 6.Refer to architectural, structural, mechanical, electrical and other categories of drawings for additional notes. 7.Verify size/location/finish/fire-rating, etc. and provide complete all required openings through floors and walls, access doors, furring, curbs, anchors and inserts. Provide all bases and blocking required for accessories, mechanical, electrical and other equipment. 8.Construction assembly types with UL design numbers shall be constructed to UL standards. Products used shall bear UL classification where required by the UL design. 9.All penetrations and openings shall meet wall assembly fire ratings. 10.Boxes located on opposite side of fire rated walls and security walls shall be separated by a min. horizontal distance of 24”. 11.The civil datum of 5120.80’is referenced in the architectural drawings as finished floor elevation 100’-0”. 12.At all penetrations and intersections of fire-rated partitions, provide fire sealant and / or fire stopping to maintain continuity of partition rating. 13.All work for this project shall comply with the national board of fire underwriters, the federal occupational safety health act (OSHA), and local building department rules and regulations. Anything shown on these drawings not in accordance with these rules and regulations shall be brought to the attention of the architect, before proceeding with any work. 14.Where the terms “approved equal”, “equal to”, or other general qualifying terms are used in these notes, it shall be understood that reference is made to the ruling and judgement of the architect. 15.The general contractor shall verify all dimensions and job conditions prior to bidding the work and shall report to the architect any discrepancies or omissions which would interfere with satisfactory completion of the project. Do not scale the drawings. 16.Unless otherwise indicated, plan dimensions are to column grid on centerlines, normal surface of masonry, face of studs and face of concrete walls. 17.The general contractor is responsible for the coordination of all work by trades, including those provided and directed by the owner. 18.All new materials and installations shall be in accordance with manufacturer’s latest printed specifications and with code requirements. 19.Repetitive features are not drawn in their entirety and shall be completely provided as if drawn in full. 20.Verify all rough-in dimensions for equipment provided in the contract, or by others. 21.The general contractor is responsible for insuring the sub-contractors are bidding from a complete set of drawings. No adds will be approved by the architect due to the subs failure to coordinate between all drawings. GENERAL NOTES 22.All construction drawings and specifications are complementary, and what is called for by either will be binding as if called for by all. Any work shown or referred to on any one set of drawings shall be provided as though shown on all related drawings. 23.Electrical, Mechanical, and plumbing drawings are supplementary to the architectural drawings. Mechanical and Electrical fixtures, fittings, outlets, etc. when shown on the architectural drawings are for location information only. It shall be the responsibility of each contractor to check with the architectural drawings before the installation of their work. Any discrepancy between the architect and consulting engineer’s drawings shall be brought to the architect’s attention by written notification for clarification. Any work installed in conflict with the architectural drawing shall be corrected by the contractor at his expense and at no expense to the owner. 24.The general contractor shall, as port of this contract, furnish all materials, labor, tools, equipment, transportation, and insurance necessary to properly execute and complete the work according to the intent of the plans and specifications. The general contractor shall verify all requirements for exact size and quantity of equipment furnished, including requirements for mechanical and electrical services, and be responsible for all rough-in connections. 25.The construction notes and/or drawings are supplied to illustrate the design and general type of construction desired and are intended to imply the finest quality of construction, material, and workmanship throughout. All errors, omissions and clarifications must be brought to the attention of the architect during the bid phase. Any information requested after the bid phase will be addressed as an architect’s supplemental information, with no extensions for time or money. 26.The general contractor shall maintain a current and complete set of construction drawings on site during all phases of construction for use of all trades. 27.The general contractor shall notify the architect of any discrepancies between the drawings, these notes, and field conditions before commencing any work and request clarification. 28.The general contractor and any other contractor involved in this project shall take note that any cost caused by defective or ill-timed work as a result of, but not limited to, inferior workmanship or materials, improper scheduling or delinquent ordering shall be borne by the party responsible thereof. 29.Where new equipment is being installed, the general contractor is responsible for providing blocking in walls as required by the equipment manufacturer. 30.All flashings shall be done in strict accordance with the flashing manufacturer’s published specifications and details. This to include amount of overlap and installation of drip edges if required. 31.Contractor shall insure all work is conformance with all applicable building codes. Work shall be completed in strict accordance with the latest editions of the 2012 international fire code (IFC), international building code (IBC), international mechanical code (IMC), international plumbing code (IPC), international fuel gas code (IFGC), and international energy conservation code (IECC), the 2006 international wildland-urban interface code (IWUIC), and all other federal, state and local agency regulations having jurisdiction over this project. In the event of any discrepancies between agency requirements the contractor shall observe the more stringent of requirements. No part of the contract documents may be construed to require or permit work contrary to a governing regulation. 32.Contractor (and his subcontractors) shall be licensed by the state in which the project is located and approved in advance by the owner. 33.Contractor shall file all applications, pay for all necessary permits and secure certifications of occupancy for the project. 34.All work is to be coordinated with the owner. The contractor is to meet with the owner prior to starting construction. The contractor will present the building permit and insurance certificates to the owner prior to starting construction. 35.Contractor shall provide any necessary measures to protect the workers and other persons during construction. 36.Check with the owner for coordination of the work under this contract with work of other trades. Owner’s regulations govern all aspects of outside contractors working on the property. 37.Contractor shall keep the job free of debris ad make final cleanup to the satisfaction of the owner. Contractor shall be responsible for removal of all construction debris from project site and shall provide dumpsters etc. as required. Remove all debris on a daily basis. 38.Contractor shall be responsible for the protection of all existing buildings and other installations that are to remain intact while performing the specified work. Provide and maintain fire extinguishers on project site during construction. 39.Unless indicated otherwise, all material furnished and incorporated into the work shall be new, unused and of quality standard to the industry for first class work of similar nature and character. Install all materials to the manufacturer’s recommendations and best standard of the trades involved. 40.Visit the site to verify existing conditions. Existing concealed conditions and connections are based upon information taken from limited field investigations. Contractor shall make required adjustments to system components as necessitated my actual field conditions at no additional cost to owner or architect. Report any discrepancies between the drawings and actual field conditions to the architect before construction begins. 41.Contractor to obtain and provide owner with color samples for proper color selection and final approval of all finishes prior to installation. 42.As part of the contractor’s responsibility to coordinate the work of all sub-contractors, trades, and suppliers, the contractor shall endeavor to identify and notify the city engineer of any conflicts between the work of different parties at the earliest possible date so as to allow reasonable and adequate time for the conflict to be resolved without delaying the work. All deviations from that which is required be the contract documents must be approved in advance by the city engineer. 43.Refer to the structural, mechanical, electrical, civil, landscape, and plumbing drawings for the detailed design of the structural, mechanical, electrical civil, landscape and plumbing systems, of which portions may be shown on the architectural drawings. 44.Ceiling height dimensions are to finished surfaces, unless otherwise noted. CODE CRITERIA APPLICABLE CODES INTERNATIONAL BUILDING CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL FIRE CODE YEAR YEAR INTERNATIONAL ENERGY CONSERVATION CODE 2018 2018 2017 2018 2018 NATIONAL ELECTRICAL CODE UNIFORM CODE FOR BUILDING CONSERVATION ICC/ANSI A117.1 2017 N/A 2009 A.GROUPS S-1OCCUPANCY AND GROUP: NOCHANGE IN USE: YES N/A MIXED OCCUPANCY: YES NO X SEISMIC DESIGN CATEGORY:B.D DESIGN WIND SPEED:90 MPH TYPE OF CONSTRUCTION (CIRCLE ONE):C. I A I B II A II B III A III B IV HT V A V B FIRE RESISTANT RATING REQUIREMENTS FOR THE EXTERIOR WALLS BASED ON THE FIRE SEPARATION DISTANCE (IN HOURS) D. NORTH 0 SOUTH 0 EAST 0 WEST 0 MIXED OCCUPANCIES:E.NONSEPARATED USES SPRINKLERS:F.NONSEPARATED USES REQUIRED: NO PROVIDED NO TYPE OF SPRINKLER SYSTEM N/A NUMBER OF STORIES:G.2 BUILDING HEIGHT:33'-0" ACTUAL AREA PER FLOOR (SQUARE FEET):H.5,653.47 s.f. MAIN FLOOR TABULAR AREA:I.27,000 S.F. AREA MODIFICATIONS: NOJ. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS).K. EXTERIOR BEARING WALLS INTERIOR BEARING WALLS EXTERIOR NON-BEARING WALLS STRUCTURAL FRAME ELEMENT PARTITIONS - PERMANENT FIRE BARRIERS 0 HOURS 0 0 0 0 N/A FLOORS - CEILING FLOORS ROOFS - CEILING ROOFS EXTERIOR DOORS AND WINDOWS SHAFT ENCLOSURES ELEMENT FIRE WALLS FIRE PARTITIONS SMOKE PARTITIONS 0 HOURS 0 0 N/A DESIGN OCCUPANT LOAD:L.7,470 / 500 = 12.17 = 12 NO N/A N/A N/A INTERNATIONAL FUEL GAS CODE 2018 435 s.f. 2nd FLOOR SITE UP UP UP UP EXIST. GARAGE EXIST. OFFICE EXIST. CHURCH 2ND NORTH STREET2ND WEST STREETEXIST. RAILROAD TRACKSEXIST. PARKING EDGE OF EXIST. ASPHALT EXIST. FENCE LINE, TYP.20' - 0"20' - 0"NEW MECHANIC'S SHOP PARCEL #: RPRRXB10130010 UTAH POWER & LIGHT CO 170 W 2ND NORTH 6.995 ACRE ZONE - LIGHT INDUSTRIAL ZONE-MEDIUM DENSITY RESIDENTIAL ZONE-MEDIUM DENSITY RESIDENTIAL AREA OF NEW CONSTRUCTION. SEE PARTIAL SITE PLAN LINEMEN TRAINING AREA GENERAL SITE STORAGE / LAY DOWN YARD INDUSTRIAL VEHICLE AND EQUIPMENT PARKING AREA INDUSTRIAL VEHICLE AND EQUIPMENT PARKING AREA COMPACTED GRAVEL AND ROAD BASE SURFACE TO REMAIN TG 4856.14 4857.05 EA 4856.98 NG 4857.42 NG 4856.78 NG 4856.75 EA 4855.55 TG 4855.45 TG 4857.09 EA 4856.86 EA 4856.63 TG 4855.50 TG 4855.66 TG 4857.39 EA 4856.85 EA 4858.34 TA 4858.29 TA 4857.00 TA 4856.49 TA EXIST. SUMP, TYP. EXIST. OIL/WATER SEPARATOR 4856.88 NG 4856.65 NG 4856.75 NG 4856.60 NG 4856.68 NG EXIST. OVERHEAD POWER LINE MATCH MATCH MATCH 120' - 0" 4856.26 TA 4857.13 TC4857.13 TC 4857.33 TC 4857.93 TC 4856.78 FG EXIST. ACCESS GATE TO HAVE KNOCK BOX INSTALLED FOR FIRE TRUCK ACCESS FIRE TRUCK ACCESS ROUTE HAMMER-HEAD 3-POINT TURN AREA FOR FIRE TRUCK w w w w w w s s s s s s 4" SEWER -NEW 1" WATER -NEW NEW HYDRANT w/ 1500 GPM /2HR. FLOW 117' - 9 1/4"26' - 0"R 5' - 0" NEW CONC. DRIVE APPROACH. 6" CONC. SLAB over 8" COMP. ROADBASE. SAWCUT AND REPAIR EXIST. ROADWAY AS REQ. REMOVE & REPLACE WALKWAY AS PART OF NEW DRIVE APPROACH 20' - 0"61' - 0"20' - 0"20' - 0"98' - 4 1/2" NEW MECHANIC'S SHOP (PRE-MANUF. BLDG) 6" THICK CONC. PAD. EXTEND 20' AWAY FROM BUILDING. SLOPE AT 1% MIN. AWAY FROM BLDG. PLACE OVER 5" (MIN.) COMP. ROAD BASE OVER COMP. SUB-GRADE 48" x 48" CONC. STOOP OVER 4" MIN. COMP. ROAD BASE 4856.98 NG EXIST. CHAIN LINK FENCEROOF SLOPE6" THICK CONC. PAD. EXTEND 20' AWAY FROM BUILDING. PLACE OVER 5" (MIN.) COMP. ROAD BASE OVER COMP. SUB-GRADE 4857.05 EA 4856.78 NG 4856.88 NG 4856.65 NG 4856.75 NG 4856.60 NG 4856.68 NG 4857.13 TC 4857.13 TC 4857.33 TC 4857.93 TC 4856.78 FG MATCH 4857.33 TA NEW 6" x 18" CONC. CURB WALL -SLOPE w/ ASPH. PAVING. MATCH ELEV. 4857.93 TC 4857.48 TC 4857.15 FG 4857.48 TC 4857.15 FG 4856.78 FG 4856.78 FG 4856.28 FG 4856.28 FT 4856.18 FG 4856.18 FG GRADE & FILL SIDE YARD WITH 8" (MIN.) COMP. ROAD BASE GRADE & FILL REAR YARD WITH 8" (MIN.) COMP. ROAD BASE MATCH MATCH 4" ASPHALT PAVING over 8" COMP. ROAD BASE WATER DRAINAGEVERTICAL PRIVACY SLATS TO BE INSTALLED IN CHAIN LINK FENCING DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 CEG CEG 17 JUNE 2021 SITE PLAN AS1.00 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1" = 50'-0" OVERALL SITE PLAN (EXISTING) NORTH SCALE:1" = 20'-0" PARTIAL SITE PLAN NOTE: NEW ASPHALT PAVING TO BE 4" ASPHALT OVER 8" COMPACTED ROAD BASE OVER COMPACTED SUB- GRADE. OVER-EXCAVATE SOFT AREAS 12" MIN. AND INSTALL PIT RUN MATERIAL OVER STABILIZATION FABRIC. FINAL GRADES WILL KEEP ALL STORMWATER RUNOFF ON SITE 1 15/12/22FINAL SITE NOTES PER CITY SHOWERUP UP 1 2 3 4 5 6 7 8 9 98' - 3"60' - 10"50' - 1 1/4"48' - 1 3/4" 6' - 1 1/2"18' - 0 1/4"4' - 6"18' - 0 1/4"3' - 5 3/4"2' - 0" 2' - 1 1/2" 2' - 0"1' - 9 3/4" 2' - 0" 38' - 2 1/2"12' - 8 1/4"10' - 0"38' - 2"10' - 8 1/4"2' - 0"8' - 0"2' - 0"8"8"6' - 1 1/2"18' - 0"4' - 6"18' - 0"6' - 6"18' - 0"3' - 6"18' - 0"5' - 7 1/2"8"8" E E E E 2' - 0"3' - 1 3/4"4' - 8 1/4" 2' - 0"2' - 0"5" CONC. SLAB w/ #4 BARS @ 18"o.c. EA. WAY THICKENED SLAB FOR SLOTTED TRENCH DRAIN THICKENED SLAB FT'G PER ENGR. A5.01 7 Elevation 1 -a 8" CONCRETE A B C D GWB E GWB GWB GWB GWB METAL PANEL 4" METAL STUD 4" METAL STUD 4" METAL STUD F WOOD STUD GWB GWB GWB GWBANSI/UL 263 ASSEMBLY U301 1 2 3 4 5 6 7 8 9 1 A4.02 1 A4.011" / 12"2 A4.01 RIBBED, PRE- FINISHED, SHEETMETAL ROOFING SYSTEM, PER BLDG. MFR. A5.01 7 Elevation 1 -a 1 2 3 4 5 6 7 8 9 OFFICEUNISEX RESTROOM 25' - 1 1/2"22' - 0"24' - 0"27' - 1 1/2" JANITOR 1 A4.02 1 A4.01 19' - 5"22' - 0"19' - 5"98' - 3"60' - 10"6' - 1 1/2"18' - 0" 3' - 0"1' - 6" 18' - 0"2' - 6" 2' - 0"2' - 0" 18' - 0" 2' - 0"1' - 6" 18' - 0"5' - 7 1/2" 27' - 1 1/2"24' - 0"22' - 0"25' - 1 1/2" 8' - 11 1/4"6' - 0 3/4"3' - 0"6' - 8"14' - 2"8' - 5 3/4"10' - 11 1/4"PARTS STORAGE 6' - 1 1/2"18' - 0"3' - 0"1' - 6"18' - 0"4' - 6" 2 A4.01 2' - 6 1/2"3' - 3"16' - 2"4817 SF SHOP 120 4 POST LIFTS (E) TREN CH DRAI N 2 A4.02 A A A A B D D CC DA2.01 A 101 102 104 104 104 104 104 104 101 103 102 102 102 101 101 A A4.02 B A4.02 C A4.02 4' - 2"4' - 2"10' - 6 3/4"C C SLOPE TOP OF WALL WITH STAIR (42" MIN. ABV. NOSING)13' - 8"STORAGE 34' - 3 3/4"F F 111 3 4 5 6 7 4' - 2"4' - 2"36' - 11 3/4"1' - 9 3/4"1' - 2"10' - 9 3/4"10' - 0"8' - 4"38' - 9 3/4" C C A A HANDRAIL RETURNS TO WALL LANDING IN ACCORDANCE WITH SECTION 1011 F EXTEND WALL TO 42" ABV. FIN. FL. 4'-0" W. x 3'-6" H. SWINGING or REMOVEABLE PANEL 111 MEZZANINE F 4' - 0"3' - 0"5' - 6"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 15 JUNE 2021 FLOOR PLAN, FOUNDATION, ROOF PLAN A1.01 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1/8" = 1'-0" FOUNDATION PLAN WALL LEGEND SCALE:1/8" = 1'-0" ROOF PLAN SCALE:1/8" = 1'-0" MAIN LEVEL FLOOR PLAN SCALE:1/8" = 1'-0" MEZZANINE FLOOR 1 A4.02 A2.011 2 3 102 60" x 60" CLR ZONE 48" X 30" CLR ZONE 1' - 11 1/4" 48" X 30" CLR ZONE 1' - 6"3' - 0 1/4" 4 A2.01 5 60" DIA. CLR 1 1/4" DIA. VERTICAL GRAB BAR ROLL PAPER HOLDER WATER CLOSET 1 1/4" DIA. GRAB BAR SEAT 3' - 0"6"3' - 0"1' - 9 1/2"SHOWER INSERT TO MEET ANSI 117 REQ. 1ST FLOOR LINE 100' -0" 1 1/4" DIA. VERTICAL GRAB BAR ROLL PAPER HOLDER WATER CLOSET 1 1/4" DIA. GRAB BAR SINK MINIMUM KNEE CLEARANCE 8" MIN. 11" MIN.9" MIN.MIN.2' - 3"17" TO 19"3 1/2"3' - 0"2' - 3 1/4" 3' - 6"1' - 0" FOLD UP SEAT GRAB BARS 1' - 7"ADJ. SHOWER HEAD CURTAIN ROD 2' - 11"3' - 4"2' - 0"1ST FLOOR LINE 100' -0" 6 WASTE LINE & HOT WATER SUPPLY LINE TO BE INSULATED OR COVERED SINK MIRROR MAX.3' - 4"MAX.2' - 10"MIN.2' - 6"CERAMIC TILE OR NON-PERMEABLE SURFACE TO 5'-0", MIN. PAPER TOWEL DISPENSER 3' - 4"AREA FOR SHOWER CONTROLS 15" MAX.15" MAX.3' - 2"2' - 11"1/4" THRESH. MAX. DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 15 JUNE 2021 ENLARGED PLANS & ELEVATIONS A2.01 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1/2" = 1'-0"A ENLARGED BATHROOM PLAN SCALE:1/2" = 1'-0"1 RESTROOM ELEVATION 1 SCALE:1/2" = 1'-0"2 RESTROOM ELEVATION 2 SCALE:1/2" = 1'-0"3 RESTROOM ELEVATION 3 SCALE:1/2" = 1'-0"4 RESTROOM ELEVATION 4 SCALE:1/2" = 1'-0"5 RESTROOM ELEVATION 5 SHOWERUP UP UP UP 1 2 3 4 5 6 7 8 9 3 4 5 6 5/8" THICK PAINTED GYPSUM BOARD (1) COAT PRIMER (2) COATS PAINT. USE TYPE 'X' UNDER STAIRS OR SUSPENDED 5/8" THICK PAINTED GYPSUM BOARD (1) COAT PRIMER (2) COATS PAINT. USE TYPE 'X' UNDER STAIRS. SEE DETAIL #/A5.0# 6" RECESSED LIGHT-------CEILING MOUNT LIGHT DISTANCE = 36'DISTANCE = 31' DISTANCE = 34' DISTANCE = 42'DISTANCE = 28'DISTANCE = 32'F.E. EXIT LIGHT IN ACCORDANCE TO SECTIONS 1008 + 1013 OF 2021 IFC 7 EXIT LIGHT IN ACCORDANCE TO SECTIONS 1008 + 1013 OF 2021 IFC 4' - 0" D I S T A N C E = 3 3 ' -1 1 " DISTANCE STAIR TO MAIN LEVEL = 22' 6 3/4" DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 CEILING PLANS, SAFETY PLANS A2.02 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN - OFFICE AREA REFLECTED CEILING PLAN LEGEND SCALE:1/8" = 1'-0" MAIN LEVEL SAFETY PLAN SCALE:1/8" = 1'-0" MEZZ. LEVEL SAFETY PLAN 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" TOP OF ROOF 133' -0" 1 4 6 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" TOP OF ROOF 133' -0" 1 4 5 6 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" TOP OF ROOF 133' -0" 1 2 3 4 5 6 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" TOP OF ROOF 133' -0" 1 4 5 6 DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 EXTERIOR ELEVATIONS A3.01 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1/8" = 1'-0" SOUTH ELEVATION SCALE:1/8" = 1'-0" WEST ELEVATION SCALE:1/8" = 1'-0" NORTH ELEVATION SCALE:1/8" = 1'-0" EAST ELEVATION EXTERIOR MATERIALS SCHEDULE MARK MATERIAL 1 PRE-FINISHED VERTICAL METAL SIDING 2 ANODIZED ALUM. CURTAN WALL MULLION, TYP. 3 DOUBLE PANE, LOW-E GLAZING, TYP. 4 PRE-FINISHED, STANDING SEAM, METAL ROOFING 5 PRE-FINISHED METAL FASCIA 6 CONC. FOUNDATION WALL 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" 6 7 8 9 TOP OF ROOF 133' -0" 18' - 3"22' - 0"18' - 3" OVERHEA D BAY DOOR OVERHEA D BAY DOOR TREN CH DRAI N SHOP r-38 INSUL. PER BLDEG MFR. R-30 INSUL. PER BLDG MFR. 5" REINF. CONC. SLAB OVER 4" COMP. ROAD BASE (MIN.) OVER VAPOR BARRIER, OVER COMP. SUB-GRADE 1ST FLOOR LINE 100' -0" TOP OF FOUNDATION 102' -0" BOTTOM OF ROOF 128' -0" 1 2 3 4 5 26' - 0 3/4"24' - 0"22' - 0"24' - 0 1/2" 4 POST LIFTS SHOP 103 102 102 102 102 R-38 INSUL. PER BLDG MFR. R-30 INSUL. PER BLDG. MFR. DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 BUILDING SECTIONS A4.01 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1/4" = 1'-0"2 BUILDING SECTION - DRIVE BAY SCALE:1/4" = 1'-0"1 BUILDING SECTION 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"9' - 0"TREN CH DRAI N OFFICE SHOP OVERHEA D BAY DOOR 4 POST LIFTS STORAGE MEZZANINE 1ST FLOOR LINE 100' -0" 2ND FLOOR 109' -0" 6 7 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" SWINGING GATE OR REMOVEABLE PANEL 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" BOTTOM OF ROOF 128' -0" 2ND FLOOR 109' -0" 7 4 5 6 7 8 9 14 15 FLOOR ASSEMBLY -UL 263, DESIGN NO. L505, FLOOR SYSTEM #17 WALL ASSEMBLY -ANSI/UL 263, DESIGN NO. U301 14 16 4 14 15 14 10' - 0" (MAX.)17 17 3 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" 6 1 2 3 4 5 6 7 9 10 10 12 13 DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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:1/2" = 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 6" LVL STUDS @ 24"o.c. 5 10" CONCRETE FOOTING PER ENGINEER 6 6" CONCRETE SLAB 7 WOOD I-JOISTS PER ENGINEER 8 EXTEND WALL TO BOT OF ROOF. INSTALL 1 HR. FIRE RATED GASKET BETWEEN TOP PL OF WALL AND BOT OF ROOF DECK. NO GAPS ALLOWED 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. 17 FULL-WIDTH 2x FIRE BLOCKING, CONT. FROM END TO END OF WALL. MAX. 10'-0"o.c. VERITCALLY 104 7 A5.02 8 A5.02 9 A5.02 101 3 A5.02 1 A5.02 2 A5.02 101 10 A5.02 11 A5.02 12 A5.02 102 4 A5.02 5 A5.02 6 A5.02 102 13 A5.02 14 A5.02 15 A5.02 103 4 A5.02 SIM 5 A5.02 SIM 6 A5.02 SIM -TEMPORARY CYLINDERS BY DOOR SUPPLIER. COORDINATE LOCKINGWITH OWNER FOR F.O.B. ACTIVATED ELECTRONIC LOCK -DOOR CLOSER -WEATHER STRIP -ADA COMPLIANT THRESHOLD -QUICK RELEASE EXIT HARDWARE -EXTERIOR PULL (BRUSHED SS) 1 -1.5 PR. BUTT HINGE -1 EA. CLOSER "DELAYED ACTION" -1 EA. WALL STOP -TEMPORARY CYLINDER BY DOOR SUPPLIER -PERMANENT KEYED CYLINDER BY LOCKSMITH -TRANSITION STRIP 2 -1.5 PR. BUTT HINGE -1 EA. CLOSER "DELAYED ACTION" -1 EA. WALL STOP -STANDARD CYLINDER -ADA COMPLIANT THRESHOLD 3 4 A5.02 SIM 5 A5.02 SIM 6 A5.02 DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 WINDOW & DOOR TYPES & SCHEDULES A5.01 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440WINDOW SCHEDULE1 MARK COUNT WIDTH HEIGHT DESCRIPTION ELEVATION 101 1 3' - 0" 3' - 0" EXTERIOR WINDOW 1 102 1 3' - 0" 3' - 0" INTERIOR WINDOW 2 SCALE:1/2" = 1'-0" D SCALE:1/2" = 1'-0" A SCALE:1/2" = 1'-0" 1 SCALE:1/2" = 1'-0" B SCALE:1/2" = 1'-0" 2 DOOR SCHEDULE MARK ELEVATION TYPE WIDTH HEIGHT THICKNESS DOOR PANEL MATERIAL HARDWARE SET COMMENTS 101 A 3' - 0" 7' - 0" 1 3/4" METAL PANEL & FRAME 1 EXTERIOR SECURITY DOOR 102 B 3' - 0" 7' - 0" 1 3/4" WOOD VENEER, SOLID CORE 2 SINGLE PANEL DOOR 103 C 2' - 8" 7' - 0" 1 3/4" WOOD VENEER, SOLID CORE 2 SINGLE PANEL DOOR 104 D 18' - 0" 18' - 0" 2" INSUL. METAL PANELS 3 18' x 18' ROLL-UP 105 B 3' - 0" 7' - 0" 1 3/4" 106 B 3' - 0" 7' - 0" 1 3/4" 111 E 6' - 0" 7' - 0" 2" METAL PANEL, FIRE RATED DBL. PANEL, FIRE RATED FOR 2 HR. WALL 113 SCALE:1/2" = 1'-0" C HARDWARE SETS SCALE:1/2" = 1'-0" E INSULATED ROLL-UP DOOR PANELS ROLL-UP DOOR HOOD PRE-FINISHED, RIBBED PANEL SIDING INSULATED ROLL-UP DOOR PANELS PRE-FINISHED, RIBBED PANEL SIDING INSULATED ROLL-UP DOOR PANELS ROLL-UP DOOR BOTTOM BAR 190 Bottom Rail OPTIONAL BOTTOM DOOR SWEEPODFH 11/16"3-7/8"DOOR OPENING5/8" GYPSUM WALLBOARD WOOD VENEER, SOLID CORE DOOR HOLLOW METAL MASONRY DOOR FRAME 5/8" GYPSUM WALLBOARD WOOD VENEER, SOLID CORE DOOR HOLLOW METAL MASONRY DOOR FRAME ACCOUSTICAL DOOR SWEEP WOOD VENEER, SOLID CORE DOOR SWEEP FASTENER PER MANUFACTURER METAL DOOR PANEL HOLLOW METAL MASONRY DOOR FRAME PRE-FINISHED, RIBBED PANEL SIDING METAL DOOR PANEL HOLLOW METAL MASONRY DOOR FRAME PRE-FINISHED, RIBBED PANEL SIDING 5/8" GYP SUM WA LLBOARD EXTRUDED ALU MINUMFRAMI NG DOUBLE PANE, LOW E PRE-FINISHED, RIBBED PANEL SIDING 5/8" GYPSUM WALLBOARD EXTRUDED ALUMINUM FRAMING DOUBLE PANE, LOW E PRE-FINISHED, RIBBED PANEL SIDING 5/8" GYPSUM WALLBOARD EXTRUDED ALUMINUM FRAMING DOUBLE PANE, LOW E PRE-FINISHED, RIBBED PANEL SIDING 5/8" GYPSUM WALLBOARD EXTRUDED ALUMINUM FRAMING DOUBLE PANE, LOW E 5/8" GYPSUM WALLBOARD EXTRUDED ALUMINUM FRAMING DOUBLE PANE, LOW E 5/8" GYPSUM WALLBOARD EXTRUDED ALUMINUM FRAMING DOUBLE PANE, LOW E DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO.REVISIONSDATE DESCRIPTIONNorm Schoenherr AIA Carl Greene AIADesignInternationalUTAH COLORADO NEVADADESIGN INTERIORS PLANNING ARCHITECTURE CONSULTINGP.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 DOOR & WINDOW DETAILS A5.02 36000114892ND NORTH 170 WESTREXBURG IDAHO 83440SCALE:1 1/2" = 1'-0"7 D-1 SCALE:1 1/2" = 1'-0"8 D-2 SCALE:1 1/2" = 1'-0"9 D-3 SCALE:1/4" = 1'-0"3 A-3 SCALE:3" = 1'-0"4 B-1 SCALE:3" = 1'-0"5 B-2 SCALE:3" = 1'-0"6 B-3 SCALE:1 1/2" = 1'-0"1 A-1 SCALE:3" = 1'-0"2 A-2 SCALE:3" = 1'-0"10 1-A SCALE:3" = 1'-0"11 1-B SCALE:3" = 1'-0"12 1-C SCALE:3" = 1'-0"13 2-A SCALE:3" = 1'-0"14 2-B SCALE:3" = 1'-0"15 Detail 5