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STAMPED PLANS - 21-00789 - Rocky Mountain Power - Mechanic Shop
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 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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.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 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 CITYLICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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.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 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 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 LICENSED ARCHITECT AR-986745 CARL E GREENE STATE OF IDAHO 8 June 2022 GENERAL:UNLESS NOTED OTHERWISE, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE2018 INTERNATIONAL BUILDING CODE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOVERIFY ALL EXISTING CONDITIONS AT THE JOB SITE, AND TO FULLY COORDINATE ALLDIMENSIONS AND CONDITIONS OF DETAILS WITH OTHER DISCIPLINES. ANY FIELDCONDITIONS REQUIRING CONSTRUCTION THAT IS DIFFERENT FROM THAT SHOWN ON THEPLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ANY CONFLICTINGDETAILS SHOWN IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT PRIOR TO THE CONSTRUCTION OF SAID DETAIL. DO NOT SCALE DRAWINGS.ANY QUESTIONS REGARDING THE CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED TOTHE ARCHITECT IN THE FORM OF A WRITTEN REQUEST FOR INFORMATION. IF ANYCONTRADICTIONS BETWEEN PLANS DETAILS OR SPECIFICATIONS ARE FOUND, THECONTRACTOR SHALL PROCEED WITH THE MOST STRINGENT SCENARIO UNLESS DIRECTEDOTHERWISE IN WRITING BY THE ARCHITECT OR ENGINEER.ALL SUPPORT OF CONSTRUCTION LOADS SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. ALL SHORING AND BRACING REQUIRED FOR THE PROTECTION OF LIFE ANDPROPERTY DURING THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. ALL PROCEDURES OF SOIL EXCAVATION, BACK FILL, AND SUPPORT OFADJACENT PROPERTY DURING EARTHWORK SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR.ALL DIMENSIONS INDICATED ON PLANS SHALL BE TO FACE OF STUDS, FACE OF CONCRETEBLOCK, FACE OF ROUGH CONCRETE, CENTERLINE OF COLUMNS, BOTTOM OF METALDECK, AND TOP OF SLAB, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURALDRAWINGS FOR ALL DIMENSIONS NOT INDICATED ON STRUCTURAL DRAWINGS. THEFOLLOWING DESIGN CRITERIA SHALL BE ENFORCED. MEZZANINE DEAD DEAD LOAD: 15 PSF MEZZANINE LIVE LOAD: 125 PSF (STORAGE)FOUNDATIONS:MAXIMUM ALLOWABLE SOIL PRESSURE: = 1500 PSF. PER IBC 2018 TABLE 1804.2ALL FOOTING DEPTHS INDICATED ON PLANS ARE MINIMUM DEPTHS. FOOTINGS MAY BEPLACED IN NEAT EXCAVATED TRENCHES. TRENCH SHALL BE APPROVED BY INSPECTORPRIOR TO PLACEMENT OF CONCRETE.CONCRETE:ALL CONCRETE MATERIALS SHALL COMPLY WITH THE STANDARDS SPECIFIED IN THELATEST EDITION OF THE ACI 318 BUILDING CODE. EACH MIX DESIGN SHALL BE REVIEWEDBY AN APPROVED INDEPENDENT LABORATORY, AND SHALL BE SUBMITTED TO THEENGINEER AT LEAST 2 WEEKS PRIOR TO THE PLACEMENT OF CONCRETE. CONTRACTORSHALL INFORM THE ENGINEER AT LEAST 2 DAYS PRIOR TO PLACING ANY CONCRETE SOTHAT THE ENGINEER MAY HAVE THE OPPORTUNITY TO REVIEW THE WORK.CONCRETE TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTINGLABORATORY. THE TESTING AGENCY SHALL TEST (4) CYLINDERS FROM EACH CLASS OFCONCRETE USED EACH DAY. A MINIMUM OF (1) SAMPLE MUST BE TAKEN FROM EACH 50CUBIC YARDS OF CONCRETE.LOCATION SPECIAL SLUMP AGGREGATE COMPRESSIVE- INSPECT. (MAX) (MAX SIZE) STRENGTH (PSI)FOOTINGS NO 5 3/4" DIA 3000 (2500 PSI USED IN DESIGN)USE OF CALCIUM CHLORIDE IS NOT PERMITTED IN ANY CONCRETE MIXES. ALL OTHERADDITIVES AND ADMIXTURES MUST HAVE THE WRITTEN APPROVAL OF THE ENGINEER.ANY CONCRETE THAT FAILS TO MEET SPECIFICATIONS SHALL BE REMOVED ANDREPLACED AT THE EXPENSE OF THE CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION, DESIGN,PLACEMENT AND REMOVAL OF ALL FORMWORK. ALL SHORING DURING PLACEMENT OFCONCRETE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.CONCRETE REINFORCING:ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60, Fy=60,000 PSI MIN.,UNLESS NOTED OTHERWISE. BARS SHALL BE TIED SECURE PRIOR TO PLACEMENT OFCONCRETE TO MAINTAIN PROPER PLACEMENT AFTER CONCRETE IS IN PLACE. LAP ALLBARS 40 DIAMETERS UNLESS NOTED OTHERWISE. SPLICE BARS ONLY WHERE SHOWN ONPLANS.MAINTAIN THE FOLLOWING CONCRETE COVERAGES FOR CONCRETE REINFORCING:UNFORMED SURFACES IN CONTACT WITH EARTH...................3"FORMED SURFACES IN CONTACT WITH EARTH.......................2"FORMED SURFACES EXPOSED TO OUTSIDE WEATHER............2"SLABS AND WALLS NOT EXPOSED TO WEATHER....................1 ½”CLEAR DISTANCE BETWEEN BARS...........................................2" U.N.O.SHOP DRAWINGS OF ALL BARS AND LOCATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR REVIEW PRIOR TO FABRICATION THE ENGINEER SHALL HAVE 10 BUSINESS DAYS TOREVIEW SHOP DRAWINGS.PLYWOOD WEB JOIST:ALL PLYWOOD WEB, WOOD I-JOIST SHALL CONFORM TO THE SPECIFICATIONS OF BOISECORPORATION FOR ALL PLYWOOD WEB JOISTS, OR ENGINEER APPROVED EQUAL. DESIGNVALUES SHALL MEET OR EXCEED THOSE PUBLISHED VALUES IN THE BOISE JOISTPRODUCT GUIDE, LATEST EDITION. A COMPLETE SET OF STRUCTURAL SHOP DRAWINGS,INDICATING MEMBERS AND PLACEMENT SHALL BE SUBMITTED TO THE ENGINEER PRIORTO THE FABRICATION OF THE JOISTS. THE ENGINEER SHALL HAVE 10 BUSINESS DAYS TOREVIEW SHOP DRAWINGS.SHEATHING:SHEATHING SHALL BE A.P.A. RATED, SEE PLAN FOR SPAN RATING AND THICKNESS.SHEATHING INSTALLATION:ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TOTHE FRAMING MEMBERS U.N.O. AND END JOINTS SHALL BE STAGGERED. WALLSHEATHING MAY BE APPLIED HORIZONTALLY OR VERTICALLY.ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. EQUIVALENT PNEUMATIC DRIVENNAILS MAY BE USED IF FASTENER MANUFACTURER HAS CURRENT I.C.C. APPROVAL.FASTENERS TO BE USED SHALL BE EQUIVALENT IN LATERAL AND WITHDRAWALSTRENGTH TO THE SIZE COMMON NAIL SPECIFIED. TYPICAL NON-SHEAR WALL NAILINGSHALL BE 8d @ 6" O.C. AT SUPPORTED EDGES AND 8d AT 12" O.C. AT INTERMEDIATESUPPORTS, U.N.O.FLOOR SHEATHING:EDGE BLOCKING OF UNSUPPORTED EDGES OF SHEATHING AS NOTED ON PLANS.TYPICAL NAILING SHALL BE 8d @ 6" O.C. ALL SUPPORTED EDGES AND OVER SHEARWALLS, AND 10d @ 12" O.C. ALL INTERMEDIATE SUPPORTS U.N.O. USE RING SHANK NAILS.ALL FLOOR SHEATHING SHALL BE GLUED TO JOISTS. THE FIELD-GLUED FLOOR SYSTEMSHALL BE INSTALLED ACCORDING TO THE RECOMMENDATION OF THE AMERICANPLYWOOD ASSOCIATION. GLUE SHALL BE APPLIED TO THE JOISTS AND TO THE GROOVE INTHE EDGE OF THE T & G PANELS. GLUE SHALL MEET THE REQUIRE MENTS OF THEAMERICAN PLYWOOD ASSOCIATION ADHESIVE SPEC. AFG-D1 AND SHALL BE APPLIED ASDIRECTED BY THE GLUE MANUFACTURER. GLUE MAY BE APPLIED MANUALLY OR WITHPNEUMATIC OF ELECTRIC EQUIPMENT.METAL STUDS:ALL MEMBERS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE ANDSPACING IN THE CONSTRUCTION DOCUMENTS.ALL MEMBERS SHALL CONFORM WITH AMERICAN AND IRON STEEL INSTITUTE (AISI)"SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS"CURRENT EDITION.ALL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, CORRESPONDINGTO THE REQUIREMENTS OF ASTM A1003-00.ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM A1003-00.ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TOPERPENDICULAR MEMBERS OR, AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTINGMEMBERS.ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED.IN ALL DOUBLE JAMB STUDS AND DOUBLE HEADERS NOT ACCESSIBLE TO INSULATIONCONTRASCTORS, INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE SHALL BEPROVIDED.FASTENING COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR BY WELDING.SCREWS AND WELDS SHALL BE SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THECONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDSSHALL BE TOUCHED UP WITH ZINC RICH PAINT.SPLICES IN FRAMING COMPONENTS, OTHER THAN RUNNER TRACK SHALL NOT BEPERMITTED.TEMPORARY BRACING, WHERE REQUIRED SHALL BE THE CONTRACTORS RESPONSIBILITYAND PROVIDED UNTIL ERECTION IS COMPLETE.STUDS SHALL BE SECURED TO A CONTINUOUS RUNNER TRACK UNLESS THE STUD ENDTERMINATES AT A DEFLECTION TRACK OR ELEMENT.INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMMODATE 1 INCH OFDISPLACEMENT OF THE PRIMARY FRAME. THIS SHALL INCLUDE SJIDE CLIPS ANDDEFLECTION SLIP TRACKS AS SHOWN ON THE DRAWINGS.FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND JAMBS.PRIOR TO FABRICATION OR FRAMING, THE CONTRACTOR SHALL SUBMIT FABRICATIONAND ERECTION DRAWINGS TO THE ARCHITECT AND ENGINEER FOR APPROVAL.STEEL STUDS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSSPECIFICATIONS AND RECOMMENDATIONS. HORIZONTAL BRIDGING SHALL BE PLACED AT48" ON CENTER OR AS PER MANUFACTURERS RECOMMENDATIONS IF LESS THAN 48" ONCENTER.WHEN POWDER ACTUATED FASTENERS ARE USED TO ANCHOR TRACKS TO CONCRETE, ITSHALL BE DRIVEN THROUGH A 2 INCH SQUARE BY 12 GAUGE WASHER.STEEL ROOF AND FLOOR DECKS (IBC TABLE 1705.2.2):Material verification of cold-formedsteel deckContinuousPeriodicConfirm that identification markings are provided to conform to ASTMstandards specified on construction documents.Floor and roof deck weldsContinuousPeriodicVisual inspection is required to confirm that weld meets acceptance criteria ofAWS D1.3. Welder qualifications should also be verified.STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (IBC 1705.2.2)ItemDetailed Instructions and FrequenciesWELDING AND REINFORCING STEEL (IBC TABLE 1705.2.2):Verification of weldabilityContinuousPeriodicVerify weldability of reinforcing steel based upon carbon equivalent and inaccordance with AWS D1.4.Reinforcing steel in intermediate orspecial moment frames, and boundaryelements of special structural wallsContinuousPeriodicShear reinforcementContinuousPeriodicOther reinforcing steelContinuousPeriodicVisually inspect all welds in accordance with AWS D1.4.COLD-FORMED STEEL CONSTRUCTION(IBC 1705.2.2.1.1, 1705.10.3, AND 1705.11.3):Trusses spanning > 60-feetContinuousPeriodicVerify that temporary and permanent truss bracing is installed inaccordance with approved truss package. Performed by code inspectionfirm.Reinforcing steel in intermediate orspecial moment frames, andboundary elements of specialstructural wallsContinuousPeriodicPeriodic inspections of welding operations. If fastener spacing is <4" o.c.:Verify that proper screw attachment, bolting, anchoring and otherfastening of shear walls, diaphragms, drag struts, braces, shear panels andholdowns has occurred. Performed by code inspection firm.Reinforcing steel, includingprestressing tendonsContinuousPeriodicVerify prior to placing concrete that reinforcing is of specified type, gradeand size; that it is free of oil, dirt and rust; that it is located and spacedproperly; that hooks, bends, ties, stirrups and supplemental reinforcementare placed correctly; that lap lengths, stagger and offsets are provided;and that all mechanical connections are installed per the manufacturer'sinstructions and/or evaluation report.Cast-in bolts & embedsContinuousPeriodicInspection of anchors or embeds cast in concrete is required whenallowable loads have been increased or where strength design is used.Post-installed anchors or dowelsContinuousPeriodicAll post-installed anchors/dowels shall be specially inspected as requiredby the approved ICC-ES report.Use of required mix designContinuousPeriodicVerify that all mixes used comply with the approved constructiondocuments; ACI 318: Ch. 4, 5.2-5.4; and IBC 1904.3, 1913.2,1913.3.Concrete sampling for strengthtests, slump, air content, andtemperatureContinuousPeriodicConcrete & shotcrete placementContinuousPeriodicCuring temperature and techniquesContinuousPeriodicVerify that the ambient temperature for concrete is kept at >50°F for atleast 7 days after placement. High-early-strength concrete shall be kept at>50°F for at least 3 days. Accelerated curing methods may be used (seeACI 318:5.11.3). The ambient temperature for shotcrete shall be >40°Ffor the same period of time as noted for concrete. Shotcrete shall be keptcontinuously moist for at least 24 hours after shotcreting. All concretematerials, reinforcement, forms, fillers, and ground shall be free fromfrost. In hot weather conditions ensure that appropriate measures aretaken to avoid plastic shrinkage cracking and that the specifiedwater/cement ratio is not exceeded.Pre-stressed concreteContinuousPeriodicErection of precast concreteContinuousPeriodicVerify that all precast elements are lifted, assembled and braced inaccordance with the approved construction documents.Strength verificationContinuousPeriodicVerify that adequate strength has been achieved prior to the removal ofshores and forms or the stressing of post-tensioned tendons.FormworkContinuousPeriodicVerify that the forms are placed plumb and conform to the shapes, lines,and dimensions of the members as required by the approved constructiondocuments.Reinforcement complying withASTM A 615 in special momentframes, special structural walls andcoupling beamsContinuousPeriodicVerify that ASTM A 615 reinforcing steel used in these areas complieswith ACI 318: 21.1.5.2 by means of certified mill test reports. If thisreinforcing steel is to be welded chemical tests shall be performed inaccordance with ACI 318: 3.5.2.CONCRETE CONSTRUCTION (IBC 1705.3 & 1705.12.1)ItemDetailed Instructions and FrequenciesPROJECT NO:DRAWN BY:CHECKED BY:DATE:REVISIONS REV DATE DESCRIPTION S0.00SHEET: OF21127MRMSBREXBURG SERVICE CENTER 2ND NORTH 170 WEST REXBURG, IDAHO 8344004 0103/01/2022MECHANIC SHOPGENERALNOTES 11/ /20121212051003/07/2022 1234567891-BS5.001-AS5.002'-0" X 10" X CONTFOOTING. REINFORCEW/ (2) #5 X CONTMETAL BUILDINGFOUNDATION BYOTHERSSLAB ON GRADEDESIGNED BY OTHERS1-AS5.00PROJECT NO:DRAWN BY:CHECKED BY:DATE:REVISIONS REV DATE DESCRIPTION S1.00SHEET: OF21127MRMSBREXBURG SERVICE CENTER 2ND NORTH 170 WEST REXBURG, IDAHO 8344004 0203/01/2022MECHANIC SHOPMEZZANINEFOUNDATIONPLANNORTH0'20'40'10'NOTE: DO NOT SCALE PLAN. USE AS REFERENCE ONLYVERIFY ALL DIMENSIONS ON ARCHITECTURAL PLANSSCALE: 1/8"=1'-0"5'MEZZANINE FOUNDATION PLAN11/ /20121212051003/07/2022 123456789SIM1-CS5.002-AS5.001-DS5.00(4) EQ SPACED JOISTSFOR LANDINGSTAIRS - SEEARCHITECTURALNOTES:- ALL FLOOR JOISTS ARE 14" BCI/6000 1.8 @ 16" O.C. ALIGNED W/ WALL STUDS- ALL BEAMS TO BE (2) 600S162-33 BOX BEAM - SEE 2-B/S5.00- WALL STUDS SHALL BE 600S162-33 (33 KSI) LIGHT GAUGE STUDS @ 16" O.C.ALIGNED W/ FLOOR JOISTS- SHEATH MEZZANINE FLOOR W/ 3/4" 40/20 RATED T&G OSB. FASTEN W/ #8 SCREWSW/ A 6:6:12 PATTERN-INDICATES SHEAR WALL W/ 7/16" 32/16 RATED OSB. FASTEN W/ #8 SCREWS W/ A 6:6:12 PATTERN. BLOCK UNSUPPORTED PANEL EDGESPROVIDE BLOCKINGAROUND METALBUILDING BENTSWSWSW SWSW SWSWSW 1-CS5.00SWPROJECT NO:DRAWN BY:CHECKED BY:DATE:REVISIONS REV DATE DESCRIPTION S1.01SHEET: OF21127MRMSBREXBURG SERVICE CENTER 2ND NORTH 170 WEST REXBURG, IDAHO 8344004 0303/01/2022MECHANIC SHOPMEZZANINEFRAMING PLANNORTHNOTE: DO NOT SCALE PLAN. USE AS REFERENCE ONLYVERIFY ALL DIMENSIONS ON ARCHITECTURAL PLANS0'10'20'4'SCALE: 1/4"=1'-0"2'1'6'MEZZANINE FRAMING PLAN11/ /20121212051003/07/2022 1-AS5.00INTERIOR FOOTING3/4"=1'-0"1-BS5.00FOOTING @ EDGE3/4"=1'-0"1-DS5.00JOIST BEARING - INTERIOR3/4"=1'-0"2-AS5.00JOIST BEARING3/4"=1'-0"2-BS5.00BEAM TO POST DETAIL3/4"=1'-0"2-CS5.00NOT USED3/4"=1'-0"2-DS5.00NOT USED3/4"=1'-0"3-AS5.00NOT USED3/4"=1'-0"3-BS5.00NOT USED3/4"=1'-0"3-CS5.00NOT USED3/4"=1'-0"3-DS5.00NOT USED3/4"=1'-0"4-AS5.00NOT USED3/4"=1'-0"4-BS5.00NOT USED3/4"=1'-0"4-CS5.00NOT USED3/4"=1'-0"4-DS5.00NOT USED3/4"=1'-0"WOOD STRUCTURAL PANELSHEATHING SEE PLANLIGHT GAUGE METAL STUD PERPLAN ATTACHED TO TRACK W/(2) #10 SCREWS EA. STUDSEE PLAN FOR REINFORCING3" CLR SEE PLANSEE PLANSEE PLAN11 MAX1/2" DIA ANCHOR RODS W/ 3" X 3" X0.229" PLATE WASHERS @ 32" O.C.SEE PLANSEE PLANSEE PLAN1-CS5.00JOIST BEARING - PERIMETER3/4"=1'-0"1/2" DIA ANCHOR RODS W/ 3" X 3" X0.229" PLATE WASHERS @ 32" O.C.METAL BUILDINGBENT BY OTHERSWOOD STRUCTURAL PANELSHEATHING SEE PLANLIGHT GAUGE METAL STUD PERPLAN ATTACHED TO TRACK W/(2) #10 SCREWS EA. STUDFOUNDATION WALL ANDFOOTINGS BY OTHERSWOOD STRUCTURAL PANELSHEATHING SEE PLANFLOOR JOISTS SEE PLANLIGHT GAUGE METAL STUD PERPLAN ATTACHED TO TRACK W/(2) #10 SCREWS EA. STUDSIMPSON LTP4 USE 8d NAILSINTO TIMBER. USE #6 SCREWSINTO STEEL EA. BLOCK1-3/4 X 11-7/8 BLOCKINGGUARDRAIL SEE ARCH.FLOOR SHEATHING PER PLANNOTE: ALIGN FLOOR JOISTSDIRECTLY OVER WALL STUDSWOOD STRUCTURAL PANELSHEATHING SEE PLANFULL DEPTH BLOCKINGFOR TWO BAYSLIGHT GAUGE METAL STUD PERPLAN ATTACHED TO TRACK W/(2) #10 SCREWS EA. STUDSIMPSON LTP4 USE 8d NAILSINTO TIMBER. USE #6 SCREWSINTO STEEL EA. BLOCK1-3/4 X 11-7/8 BLOCKINGFLOOR SHEATHING PER PLANNOTE: ALIGN FLOOR JOISTSDIRECTLY OVER WALL STUDSFLOOR JOIST PER PLAN(2) #10 SCREWS600S162-33 INSIDEBOX BEAMKING STUD ANDTRIMMERFINISHFASTEN EACH TRACK TOEACH MEMBER WITH #8SCREW EACH SIDE#10 SCREWS @ 12" O.C.TOP TRACKBOTTOM TRACKE.N.BOUNDARY NAIL INTO BLOCKINGE.N.NOTE: SIMPSON TITEN HD ARE ACCEPTABLESUBSTITUTES FOR CAST IN ANCHORSNOTE: SIMPSON TITEN HD ARE ACCEPTABLESUBSTITUTES FOR CAST IN ANCHORSFINISH SEE PLANFLOOR JOISTS SEE PLANLIGHT GAUGE METAL STUD PERPLAN ATTACHED TO TRACK W/(2) #10 SCREWS EA. STUDSIMPSON LTP4 USE 8d NAILSINTO TIMBER. USE #6 SCREWSINTO STEEL EA. BLOCK1-3/4 X 11-7/8 BLOCKINGFLOOR SHEATHING PER PLANE.N.NOTE: ALIGN FLOOR JOISTSDIRECTLY OVER WALL STUDSPROJECT NO:DRAWN BY:CHECKED BY:DATE:REVISIONS REV DATE DESCRIPTION S5.00SHEET: OF21127MRMSBREXBURG SERVICE CENTER 2ND NORTH 170 WEST REXBURG, IDAHO 8344004 0403/01/2022MECHANIC SHOPSTRUCTURALDETAILS 11/ /20121212051003/07/2022 PRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T 12345ABCD12345ABCDSHOWERUPUP12345ABCD12345ABCDPRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T 12345ABCD12345ABCDSHOWERUPUP12345ABCD12345ABCDPRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T PRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T PRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T PRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T PRO F E SSI ONAL ENGINEERL I CENSEDSTATE OF I DA H O 14893JOSEPH W. TAF T’’’’– MECHANICAL SHEET INDEXSITE CONDITIONS:DESIGN CONTACTSDESIGN CONTACTSMECHANICA L SHEET INDEXSITE COND IT IONS DUCTWORK SEISMIC SUPPORT NOTES:COMMISSIONING NOTES:PROJECT MECHANICAL NOTES:SUBMITTALS:MECHANICAL SYMBOLS’“” ’DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M0.10MECHANICALGENERAL NOTESAND LEGENDS MECHANICAL KEYED NOTES:MECHANICAL PLANNDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M1.10MECHANICALPLAN TYPICAL CEILING MOUNTED EXHAUST FANTYPICAL REFRIGERANT PIPE SUPPORT AT WALL²TYPICAL CO & NO2 DETECTORS WIRED IN PARALLELTYPICAL DETECTION AND VENTILATION CONTROL PANELSUSPENDED REFRIGERANT PIPE SUPPORT DETAIL2 INDOOR UNIT SYSTEM DIAGRAMDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M5.10MECHANICALDETAILS CEILING EXHAUST FAN SCHEDULENOTE: VERIFY ALL EQUIPMENT MANUFACTURERS, EFFICIENCIES, AND OPTIONS WITH OWNERBEFORE ORDERING.ELECTRIC WALL HEATER SCHEDULEINDUSTRIAL CEILING FAN SCHEDULELOUVER SCHEDULEAIR CONDITIONING UNIT SCHEDULE - INDOOR SECTIONAIR COOLED CONDENSING UNIT SCHEDULE - OUTSIDENOTE: VERIFY ALL EQUIPMENT MANUFACTURERS, EFFICIENCIES, AND OPTIONS WITH OWNERBEFORE ORDERING.GARAGE EXHAUST FAN SCHEDULEDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M6.10MECHANICALSCHEDULES DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M7.10MECHANICALSPECIFICATIONS DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M7.20MECHANICALSPECIFICATIONS DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489M7.30MECHANICALSPECIFICATIONS SUBMITTALS:PLUMBING SYMBOLSPIPING SEISMIC SUPPORT NOTES:PROJECT PLUMBING NOTES:DESIGN CONTACTSPLUMBING SHEET INDEXDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P0.10PLUMBINGGENERAL NOTESAND LEGENDS PLUMBING KEYED NOTES:CULINARY WATER PLUMBING PLANNDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P1.10CULINARYWATERPLUMBING PLAN SEWER PLUMBING PLANNPLUMBING KEYED NOTES:DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P1.20SEWERPLUMBING PLAN TYPICAL FLOOR CLEANOUT DETAILTYPICAL SURFACE CLEANOUT DETAILWATER PRV STATION WITH BACKFLOW PREVENTER DETAILMECHANICAL PIPING - MINIMUM INSULATION THICKNESSTEMPERATURESERVICERANGE (°F)NOTES> 120 PSI STEAM> 350251 - 350201 - 250141 - 200105 - 1401, 2, 3, 5, 6HOT WATERHOT WATER16 - 120 PSI STEAM0 - 15 PSI STEAMPIPE SIZE (IN.)< 12 TO 3-1/24 TO 7-1/28 & LARGER2.51.51.51.51.534332243322COOLING SYSTEMS40 - 6033221.5222COOLING COIL CONDENSATE32 - 65.5.5.5.51, 2, 3, 5, 61, 2, 3, 5, 61, 3, 5, 61, 3, 5, 61, 3, 4, 5, 6TEMPERATURESERVICERANGE (°F)NOTESDOMESTIC COLD WATER45 - 9090+90+32+1, 2, 3ROOF DRAIN PIPINGDOMESTIC HOT WATERSERVICE HOT WATERPIPE SIZE (IN.)< 12 TO 3-1/24 TO 7-1/28 & LARGER11111, 2, 3, 41, 2, 3, 41, 2, 3, 51, 5, 611.51.51.511.51.51.511111 TO 1-1/232.51.5.5111.51.51.51 TO 1-1/211PIPING INSULATION DETAILPLUMBING PIPING - MINIMUM INSULATION THICKNESSTRAP GUARD DETAILDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P5.10PLUMBINGDETAILS 20-GALLON ELECTRIC WATER HEATER DETAILTYPICAL WALL CLEANOUT DETAILPIPE HANGERS WITH BRACING DETAILPIPE HANGERS DETAILDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P5.20PLUMBINGDETAILS WASTE AND VENT PIPING SCHEMATICSTYPICAL WATER CLOSETTYPICAL FLOOR DRAINTYPICAL LAVATORYTYPICAL CONDENSATEWATER PIPING SCHEMATICSTYPICAL WATER HEATERTYPICAL LAVATORY / SINKTYPICAL WATER CLOSET - TANKPLUMBING FIXTURE SCHEDULENOTES:1. VERIFY ALL MANUFACTURERS, FINISHES, AND OPTIONS WITH OWNER BEFORE ORDERING ANY PLUMBING FIXTURES.2. MINIMUM UNDERGROUND SANITARY SEWER PIPING SIZE SHALL BE 2 INCHES.TYPICAL SHOWERTYPICAL SHOWERDATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P6.10PLUMBINGSCHEDULE &SCHEMATICS DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P7.10PLUMBINGSPECIFICATIONS DATECHECKED BYPROP. NO.DRAWN BYPROJECT NO.REVISIONS DATE DESCRIPTION DESIGN INTERIORS PLANNING ARCHITECTURE CONSULTING P.O. Box 1596, Park City, Utah 84060 801-641-3894 435-640-6081 Norm Schoenherr AIA Carl Greene AIA UTAH COLORADO NEVADATHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/02/2022MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J21104.0021127MTMM23 APRIL 20213600011489P7.20PLUMBINGSPECIFICATIONS