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Home My WebLink AboutFULL PLANS - 21-00589 - Madison Armory Indoor Gun RangeSHEET INDEX G-101 C-101 C-102 C-103 C-104 C-105 C-106 C-107 C-108 A-101 A-102 A-201 A-301 A-302 A-401 A-402 S-101 S-301 S-401 S-402 R-101 Z001 Z100 Z101.1 Z101.2 Z102.1 Z102.2 Z103.1 Z103.2 Z104 Z301.1 Z301.2 Z301.3 Z301.4 Z302.1 Z302.2 Z511.5 Z511.6 Z511.9 Z525.3 Z531.2 Z586.4 Z587.2 Z700.1 Z700.2 Z702.1 Z703 Z704 ZM001 ZM002 ZM003 ZM101.1 ZM102.1 ZM103.1 ZM301.1 ZM501 ZM502 ZM601 ZM602 ZM603 E-101 COVER SHEET CIVIL TITLE SHEET CIVIL NOTES CIVIL REFERENCE SHEET CIVIL EXISTING CONDITIONS CIVIL SITE PLAN CIVIL WATER MAIN EXTENSTION AND PROFILE CIVIL BEST MANAGEMENT PRACTICES CIVIL BEST MANAGEMENT PRACTICES DETAILS ADA FIRE/ SAFETY MAIN FLOOR ELEVATIONS ELEVATIONS SECTIONS SECTIONS FOUNDATION WALL FRAMING ROOF FRAMING ROOF BEARING DETAILS ACTION TARGET INDEX PAGE RANGE SITE PLAN 25YD RANGE PLAN 50YD RANGE PLAN 25 YD RANGE HANGING POINTS 50YD RANGE HANGING POINTS 25 YD RANGE REFLECTED CEILING PLAN 50YD RANGE REFLECTED CEILING PLAN 25 YD AND 50 YD TRAP FOOTPRINT 25 YD RANGE FIRING LINE SECTION 25 YD TARGET LINE SECTION 50YD RANGE FIRING LINE SECTION 50YD RANGE TARGET LINE SECTION 25YD RANGE INSTALL DIMENSIONS 50YD RANGE INSTALL DIMENSIONS MODULAR BAFFLE (ZPURLIN) DETAILS TACTICAL BAFFLE (Z PURLIN) DETAILS TACTICAL BAFFLE CLOSURE PANEL DETAILS RUBBER BERM TRAP DETAILS PILOT DETAILS GUARDSMEN STALL DETAILS WALL PEPP (WOOD FURRING) DETAILS 25YD RANGE ELECTRICAL PLAN 50 YD RANGE ELECTRICAL PLAN RANGE ELECTRICAL SCHEMATIC SERVER RACK PORTS ELECTRICAL SCHEDULES AND TABLES SHEET INDEX SYMBOLS, ABBREVIATIONS, AND NOTES HVAC SPECIFICATIONS HVAC 25YD & 50 YD RANGE PLAN HVAC 25YD & 50YD PENETRATION PLAN HVAC 25YD & 50YD ROOF PLAN HVAC 50YD RANGE SECTION AIRFLOW SCHEMATIC PURGE SYSTEM LOW VOLTAGE SCHEMATIC PURGE SYSTEM MECHANICAL HVAC SCHEDULES MECHANICAL DETAILS MECHANICAL DETAILS MEP MARKUP PLAN UNFINISHED SQUARE FOOTAGE ID MADISON ARMORY COMMON AREA/ ENTRANCE RANGE LOBBY SHOOTING RANGES FORKLIFT VESTIBULE AREA 9,738.08 1,323.73 1,852.59 8,008.00 50.00 20,972.40 sq ft LOCATION: REXBURG, IDAHO SNOW LOAD: 35 PSF WIND SPEED: 115 MPH FROST DEPTH: 36" SEISMIC: D1 REGULATION: IBC 2018, 2018 IFC, 2018 IMC, 2018IFC, 2017NEC MADISON ARMORY & GUN RANGE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATECOVER SHEETSHEET TITLE:G-101 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. Date: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. PLOT DATE: 8/23/2021 11:38 AM Date: The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.881.0081 Date:Department of Environmental Quality 1 8 MADISON ARMORY REXBURG, ID REXBURG, ID REXBURG, ID SITE PLAN FOR: MADISON ARMORY REXBURG, ID VICINITY MAP SITE MAP REXBURG, ID PRINTING NOTE: DOCUMENT IS INTENDED TO BE PRINTED IN COLOR FOR GREATER CLARITY IN DESIGN INFORMATION. SURVEY NOTE: This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor in and for the State of Idaho. It is the owner’s responsibility to construct all structures shown on this site plan in accordance with said survey. PRELIMINARY FOR REVIEW ONLY Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES 3 REFERENCE SHEET 4 EXISTING CONDITIONS 5 SITE PLAN 6 WATER MAIN EXTENTON PLAN AND PROFILE 7 BEST MANAGEMENT PRACTICES 8 BEST MANAGEMENT PRACTICES DETAILS DEPARTMENT OF ENVIRONMENTAL QUALITY 900 N SKYLINE, SUITE B IDAHO FALLS, IDAHO 83402 (208) 528-2650 CONTACTS INTERMOUNTIAN GAS COMPANY 1527 HOLLIPARK DR IDAHO FALLS IDAHO, IDAHO 83401 (208) 542-6632 ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (888) 221-7070 CITY OF REXBURG 35 N 1ST E, REXBURG, ID 83440 (208) 359-3020 STARLIGHT 1525 SHERRY DR. IDAHO FALLS, ID 83403 (208) 523-4567 GENERAL NOTES 1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition. 2.All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive. 3.The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities. 4.A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present. 5.All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat. 6.The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainage improvements are in place and functioning. 7.All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area. 8.Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer. 9.CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer. 10.Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval. 11.Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site. 12.Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior corners are verified to be in place. 13.Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction. 14.The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site. 15.All measures possible shall be taken to ensure erosion control with Best Management Practices. 16.Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer. 17.All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way. 18.Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction. 19.All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements. 20.CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings. 21.To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc. 22.Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result in non-acceptance of the site by DEQ, Engineer, City etc. 23.A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT ENGINEERING prior to the walk-thru. 24.A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road right-of-way not shown on these improvement drawings. 25.Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF REXBURG. 26.Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance. 27.All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at the Contractors expense. 28.It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW for bore. 29.Plans are intended to be printed in color for added clarity of design. STREET CONSTRUCTION 1.All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG standards. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG. 2.No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend. 3.Sanitary sewer and storm drain manholes, cones and structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars. 4.Contractor shall construct four inches (4") of asphalt pavement thickness at joint locations for all pavement matches. 5.All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight. 6.All work will be inspected by CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest edition of the "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS" and the ISPWC. 7.Borrow shall be obtained from sources designated or approved in writing by the Engineer. 8.Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material. 9.The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC. 10.All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The concrete mix shall include Fly Ash for ASR mitigation. The mix design shall be approved by the engineer. All concrete shall be cured by a liquid membrane-forming curing compound method, unless otherwise specified in writing by the Engineer. 11.The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design. 12.All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense. 13.A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall be approved by the CITY OF REXBURG Public Works Department prior to construction. 14.Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items left overnight within 30 feet of the travel way shall be marked and/or protected. STREET SIGNING 1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used. 1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign. 1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF REXBURG. WATER NOTES 1.The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications. 2.The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with clas 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3.All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 6 feet per City of REXBURG Std. Dwgs #600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the crossing to prevent settling. 5.All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks as shown on CITY OF REXBURG std. dwgs. 6.CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire hydrants, and service connections. 7.Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade. 8.The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade. 9.Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less. 10.The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation. 11.The developer's engineer shall be present during all testing of the water line. 12.The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet. 13.The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept. 14.Fire hydrants or temporary blow-offs shall be installed on dead-end water lines. 15.Water lines shall not exceed 8' in depth from finished grade. 16.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 17.All water main fittings to be mechanical joint; no flanged fittings. 18.A minimum of 18" vertical clearance must exist between potable and non-potable lines. 19.Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or reject. All fire hydrants shall be painted red. 20.Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits. SEWER NOTES 1.Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction schedule. 2.All existing utility locations and depths are approximate and shall be verified by the contractor. 3.All elevations are based on the USED DATUM. 4.Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the engineer in the field during construction. 5.Contractor shall repave any existing paved streets disturbed during construction. 6.Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor. 7.The developer's engineer shall be present during all testing of the sewer construction. 8.Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project. 9.The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other pipe approved in the CITY OF REXBURG Standards. 10.All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF REXBURG. 11.Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars. 12.The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and Specifications. 13.Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole base and/or manhole channel in order to insure a watertight seal. 14.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the crossing to prevent settling. 15.Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be constructed at a minimum grade of 1%. 16.Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except where otherwise located, the sewer service lines shall be constructed as shown on plan. 17.The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet. 18.Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of construction. 19.Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original state. 20.Contractor shall locate and protect all underground utilities during construction. 21.The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to schedule the tests, backfilling, and pipe laying operation. 22.After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The developer's engineer shall be present to witness the test.The contractor shall contact the engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer. 23.The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained approval from the engineer's inspector or made other arrangements for verification of service line invert elevations. 24.Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or approved equal. 25.Service wyes shall be installed per the CITY OF REXBURG Standards. 26.Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during compaction work. 27.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 28.All visible leaks shall be repaired - even if the leakage is below allowable limits. 29.The developer's engineer shall be present during all testing of the sewer line. 30.A minimum of 18" vertical clearance must exist between potable and non-potable lines. ELECTRICAL NOTES 1.All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each utility shall be constructed to its own policy. 2.Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed by the Developer/Contractor. 3.All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and 36" radius elbows shall be schedule 40 pvc. 4.The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade). Including 6" of sand bedding below and above top of conduits. 5.Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that is less than 48" deep. 6.The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those facilities shown to be relocated or moved per Rocky Mountain Power contractors map. 7.Coordinate all electrical construction with Rocky Mountain Power. 8.Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical facilities, except those facilities inside city rights of way. 9.The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street light assembly provided and installed by Rocky Mountain Power. 10.If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and installation details. 11.With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation or (with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc. 12.Contact Rocky Mountain Power prior to construction. CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081NOTESMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 2APPROVED BY DATE: City of Rexburg 100-1 RETAIN AND PROTECT 403-1 FIRE HYDRANT-DETAIL ISPWC SD-404 200-1 SAW-CUT LINE AND ASPHALT REMOVAL, REPAIR ASPHALT AND UTILITY TRENCH PER ISPWC SD - 306 401-8 INSTALL 8" WATER PIPE PVC C-900 @ 6' MINIMUM COVER 401-6 INSTALL 6" WATER PIPE PVC C-900 @ 6' MINIMUM COVER 401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-6 INSTALL 6" WATER VALVE PER ISPWC SD - 406 501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. 502-1 INSTALL 4' SS MH PER ISPWC SD-501 504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE TO EASEMENT PER ISPWC SD-511 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-1 INSTALL INFILTRATION MANHOLE PER DETAIL THIS SHEET 602-2 INSTALL 30" DIAMETER PRECAST CATCH BASIN TYPE IV PER IF-604A 706-1 INSTALL 6" CURB AND GUTTER PER ISPWC SD-705 TYPE III 706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER ISPWC SD-712 706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL THIS SHEET 401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC SD - 403 706-V1 INSTALL VALLEY GUTTER PER SD-708 706-2 INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL THIS SHEET 706-D1 INSTALL CURB DRAIN PER ISPWC SD-715 602-3 INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER IF-612 RETAIN AND PROTECT EARTHWORK WATER 401-10 INSTALL 10" WATER PIPE PVC C-900 @ 6' MINIMUM COVER 401-12 INSTALL 12" WATER PIPE PVC C-900 @ 6' MINIMUM COVER 401-8.8.8 INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.6.6 INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.12 INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-8 INSTALL 8" WATER VALVE PER ISPWC SD - 406 402-12 INSTALL 12" WATER VALVE PER ISPWC SD - 406 404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC SD-401 SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. STORM CONCRETE ACRONYMS FF SF TBC BOTTOMBTM SQUARE FEET TOP BACK OF CURB PC POINT OF CURVATURE PI POINT OF INTERSECTION GB STA STATION R RIGHT L LEFT OFF OFFSET PVI POINT OF VERTICAL INTERSECTION INV IN INV OUT SSMH SANITARY SEWER MANHOLE FINISH FLOOR GRADE BREAK INVERT IN INVERT OUT CB STORM DRAIN CATCH BASIN SDMH STORM DRAIN MANHOLE LP LOW POINT HP HIGH POINT PUE PUBLIC UTILITY EASEMENT PUD PLANNED UNIT DEVELOPMENT 505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER 1102-1 INSTALL STREET LIGHT TRAFFIC SIGNAL AND STREET LIGHTING 1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD. 401-12.12.6 INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.8 INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 706-3 INSTALL 6" CURB AND GUTTER PER CITY OF IDAHO FALLS STANDARD DETAIL IF-701A 706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710 706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 LEGEND PROPOSED CATCH BASIN PROPOSED FIRE HYDRANT EXIST. LIGHT POLE PROPOSED VALVE EXIST. SANITARY SEWER MANHOLE EXIST. CURB & GUTTER BOUNDARY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE EXIST. SANITARY SEWER LINE EXIST. WATERLINE EXIST. SANITARY SEWER SERVICE EXIST. WATER SERVICE EXIST. OVERHEAD POWER EXIST. OVERHEAD TELEPHONE EXIST. GAS SERVICE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED LANDSCAPING PROPOSED BUILDINGS EXISTING ASPHALT TO BE PROTECTED PROPOSED STORM DRAIN MANHOLE EXIST. STORM DRAIN LINE EXIST. POWER POLE PROPOSED SANITARY SEWER MANHOLE PROPOSED POWER POLE EXIST. STORM DRAIN MANHOLE PROPOSED STREET LIGHT EXIST. FIRE HYDRANT EXIST. VALVE LOT LINE CENTERLINE OF ROAD EXIST. CATCH BASIN EXIST. UNDERGROUND POWER DETAILS REFERENCES 506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER ISPWC SD - 403 NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER LINE PROPOSED WATERLINE PROPOSED OVERHEAD POWER PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED UNDERGROUND POWER PROPOSED FENCE LINE PROPOSED STORM DRAIN LINE PROPOSED SANITARY SEWER SERVICE PPROPOSED WATER SERVICE 0901.4.1.A.1-01 INSTALL 1" PRESSURIZED IRRIGATION PRESSURE IRRIGATION 0901.4.1.A.1-1.5 INSTALL 1.5" PRESSURIZED IRRIGATION 0901.4.1.A.1-02 INSTALL 2" PRESSURIZED IRRIGATION 0901.4.1.B.1-90 INSTALL 90° PRESSURIZED IRRIGATION BEND 0902.4.1.A.1-01 INSTALL PRESSURIZED IRRIGATION VALVE ASPHALT PARKING LOT SECTION 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 2.5" DEPTH ASPHALT PLANT MIX 5.00'4" MIN.COMPACTED SUB-GRADE 1'-6"R=1'-0"PARKING LOT 2 - #4 REBAR EVENLY SPACED 6"6"NTS INTEGRATED SIDEWALK 2.00%1.00'COARSE ROCK BACKFILL 2" MIN.-6" MIN. 2'-6" INSIDE DIAMETER BARREL SECTION 3.5" INSTALL 2.00' BORE HOLE IN BOTTOM OF MANHOLE INSTALL STANDARD MANHOLE FRAME, GRATE COVER, AND RISER PER ISPWC SD-617 BOTTOM OF POND 1.00'MIN SUMP30" DIA MANHOLE DETAIL SCALE 1"=1' INLET PIPE CLASS 4000 CONCRETE CURED WITH CURING COMPOUND PER ISPWC STANDARDS. 0.25' NOTE: STRUCTURE CAN BE PRECAST CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081REFERENCE SHEETMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 3 707-T1 INSTALL CURB TERMINUS PER ISPWC SD-707 1. GRADE AND ALIGNMENT SEE GRADING PLAN ON INDIVIDUAL SHEETS. 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A MINIMUM WIDTH OF 3-FEET TO GRADE, PRIOR TO SETTING CURB FORMS. 3. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINT OF RADII. 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING.NTS 1.0' ASHPALT 0.33' 1.0' FLUSH CURB 706-F1 INSTALL FLUSH CURB PER DETAIL THIS SHEET TSW TOP OF SIDEWALK TOA TOP OF ASPHALT 4" PLANT MIX PAVEMENT 6" 3/4" AGGREGATE BASE 20" GRANULAR BORROW CURB AND GUTTER 2%2% N 2nd E TYPICAL SECTION N.T.S METER PIT FIRE HYDRANT CL ROW 17' GRASS STRIP 8.00' SIDEWALKVARIES 53' GEOTEXTILE FABRIC N89°58'23"W 357.25' CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081EXISTING CONDITIONSMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 4 4875 4876 4876 4873487048744874 4876487648754 8 7 5 48734 871 4875 4875 4876 SDMH-1 GRATE:4871.00 INV IN:4868.00 INV IN:4868.00 CB-2 SDMH-2 CB-3 1+002+003+00CB-4 GRATE:4874.49 INV OUT:4871.49 Install 210' of 12" ADS N 12 Storm Pipe @ 1.67% CB-1 Install 96' of 12" ADS N 12 Storm Pipe @ 3.29% Install 63' of 12" ADS N 12 Storm Pipe @ 1.43% -2. 8 7 %-3.48%-2.57%-2.22%-2.04% -3.37%-3.30%-2.16%-2.32%-2. 2 8 % -3.14% -0. 6 1 %-2.62%-0.40% -0.46%-0.76 % -2. 1 6 %-0.61% -1.62% -1.74% -2.27% -0.53% -0.40%-0.46%-0.49%-0.40%-2.24% -2.34%-0.40%-1.75%-0.68%-0.40%-0.86%-0.40%-0.71%-0.40%-1 .27% - 1 . 2 6%-2.06%-0.50%4877.06 TBC END 4875.35 TBC 4874.94 TBC-PI 4874.83 TBC-PC 4875.55 TBC-PC 4875.35 TBC-PC 4874.94 TBC-PC 4874.88 TBC-PC 4874.64 TBC-PI-LP 4874.68 TBC-PI-LP 4875.24 TBC-PI 4875.33 TBC-PC 4874.92 TBC END 4876.50FF4873.18 EXISTING4873.97 EXISTING 4875.16 TBC-LP 4875.45 TBC END 4874.62 TBC-LP 4875.75 TSW 4876.38 TSW 4876.38 TSW 4876.20 TOA 4876.30 TSW 4876.40 TSW4876.40 TSW 4876.29 TSW 4876.02 TSW 4876.36 TSW 4876.38 TSW 4875.81 TBC END 4874.07 EXISTING4875.32 TBC 4869.89 BOTTOM 4873.89 TOP 4875.79 TOA 4875.90 TOA 4871.00 BOTTOM 4875.88 TOA 4875.88 TOA 4875.75 TOA 4875.88 TOA 4875.90 TOA 4876.00 TOA 4875.87 TOA 4875.92 TBC END 4873.21 EXISTING 4875.80 TOA 4873.41 EXISTING 4872.94 EXISTING 4872.94 EXISTING 4872.55 EXISTING 4872.85 EXISTING 4873.09 EXISTING 4876.00 TOA 4874.00 TOP 4874.00 TOP 4875.44 EXISTING 4873.49 EXISTING 4873.68 EXISTING 4876.06 TBC 4875.15 TBC-PC 4876.15 TSW 4875.37 TSW 4875.83 TBC 4875.73 TBC 4876.20 TSW 4875.00 TBC END 4875.82 TBC END 4876.90 TBC END 4874.55 EXISTING 4875.78 EXISTING 4876.57 EXISTING 4875.40 TBC-LP 4875.78 TBC-HP 4874.93 TBC HP 4876.05 TSW 4875.70 TOA 4875.00 TOAL1 4875.79 TBC 4875.43 TOA 401-6 6" WATER MAIN 401-8 8" WATER MAIN 100-1 RETAIN AND PROTECT 200-1 SAW CUT AND ASPHALT REMOVAL 403-1 FIRE HYDRANT ASSEMBLY 404-1 1" WATER SERVICE 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-1 STORM MAIN MANHOLE 602-2 STORM MAIN CATCH BASIN 706-1 6" VERTICAL CURB 706-V1 CONCRETE VALLEY GUTTER 706-D1 CURB DRAIN 706-A1 COMMERCIAL APPROACH 706-S1 CONCRETE SIDEWALK SEE SHEET 3 FOR MORE INFORMATION 706-R1 PEDESTRIAN RAMP 1103-1 STOP SIGN WITH STREET NAMES SEE SHEET 3 FOR MORE INFORMATION 706-S2 INTEGRAL CONCRETE SIDEWALK 402-8 8" WATER MAIN VALVE 707-T1 CURB TERMINUS 706-F1 FLUSH CURB CONTROL POINT TABLE Point # 1 2 Elevation 4873.42 4873.91 Northing 793550.30 793851.23 Easting 758883.91 759059.00 Description RBPCS RBPCS SURVEY NOTE: This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor in and for the State of Idaho. It is the owner’s responsibility to construct all structures shown on this site plan in accordance with said survey. GENERAL NOTE: 1.ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG ENGINEERING STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. 2.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL. 3.OWNER OR CONTRACTOR TO COORDINATE ALL POWER RELOCATION AND NEEDS WITH ROCKY MOUNTAIN POWER. 706-1 706-S2 706-S2 706-S2 20.00'10.00'30.00°CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081SITE PLANMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 5 706-S1 706-S2 706-1 706-1 706-1 706-1 706-1 706-D1 706-D1 602-2 602-2 602-1 602-12 403-1 401-8 504-4 404-1 TRANSITION AREA FROM INTEGRAL SIDEWALK TO FLUSH SIDE WALK CAP END OF 8" WATER LINE FOR FUTURE EXTENSION 30.00'ACCESS E A S E M E N T 30.00' ACCESS E A S E M E N T R.O.W. LINE N 2nd EN 2nd EHWY 33100-1 STORM WATER AREA 1 STORM WATER AREA 2 CURRENT R.O.W. LINE 706-A1 R19.37' 401-8 706-V1 20.38'20.00'10.00'29.96'25.50'40.4 9 ' 22 . 4 4 ' 28.87' 30'25.50'707-T1 707-T1 200-1 9.00 '20.78'706-V1 CONTROL POINT # 1 CONTROL POINT # 2 706-1 706-1 602-2 REMOVE AND RELOCATE EXISTING OHP POLE AND CABLE BOX. COORDINATE WITH ROCKY MTN. POWER 402-8 WATER RETENTION AREA 1: WATER RETENTION AREA 2: STORM WATER INFORMATION STORM WATER AREA WATERSHED AREA (SQ. FT.)REQUIRED VOLUME (CU. FT.) AREA*1.3÷12= REQ. CU. FT. PROVIDED STORM WATER VOLUME (CU. FT.) 1 2 TOTAL 86,407 13,910 100,317 9,361 1,510 10,871 9,392 1,604.34 10,996.3440.00'602-1 706-F1 SDMH-2 GRATE: 4869.89 706-D1 EXISTING GRAVEL AREA DUMPSTER ENCLOSURE 602-2 6.00'TYP.10.00' 706-D1 20.00' 602-1 SNOW STORAGE AREA NO OVER NIGHT PARKING SIGN DO NOT ENTER SIGN 706-S1 2nd E LANDSCAPE 1.LANDSCAPE SCREENING PER REXBURG CODE 3.04.060.A,5,C NO OVER NIGHT PARKING SIGN DO NOT ENTER SIGN ONE WAY SIGN ONE WAY SIGN 706-V1 707-T1 WATER METER 401-6 6" WATER MAIN 401-8 8" WATER MAIN 100-1 RETAIN AND PROTECT 200-1 SAW CUT AND ASPHALT REMOVAL 403-1 FIRE HYDRANT ASSEMBLY 404-1 1" WATER SERVICE 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-1 STORM MAIN MANHOLE 602-2 STORM MAIN CATCH BASIN 706-1 6" VERTICAL CURB 706-V1 CONCRETE VALLEY GUTTER 706-D1 CURB DRAIN 706-A1 COMMERCIAL APPROACH 706-S1 CONCRETE SIDEWALK SEE SHEET 3 FOR MORE INFORMATION 706-R1 PEDESTRIAN RAMP 1103-1 STOP SIGN WITH STREET NAMES SEE SHEET 3 FOR MORE INFORMATION 706-S2 INTEGRAL CONCRETE SIDEWALK 402-8 8" WATER MAIN VALVE 707-T1 CURB TERMINUS 706-F1 FLUSH CURB42.00'461.28' 18.00' 4876 4876 4875 48754873 48714875CB-2 SDMH-2 CB-3 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+97 CB-1 Install 63' of 12" ADS N 12 Storm Pipe @ 1.43% -2.22%-2.04%-3.37%-3.30%-2.16%- 0 . 6 1%-1.62%-1.74%-2.27%-0.53%-0.40%-2.24%-2.34%-0.40% -1.75%-0.68% -0.40% -0.86% -0.40% -0.71% -0.40%-1.27 % -0.50% 4877.06 TBC END 4875.35 TBC 4874.94 TBC-PI 4874.68 TBC-PI-LP 4875.24 TBC-PI 4875.33 TBC-PC 4874.92 TBC END 4873.97 EXISTING 4875.16 TBC-LP 4875.45 TBC END 4875.75 TSW 4876.38 TSW 4876.02 TSW 4876.36 TSW 4876.38 TSW 4875.81 TBC END 4875.88 TOA 4875.75 TOA 4875.88 TOA 4875.87 TOA 4875.92 TBC END 4875.80 TOA 4876.06 TBC 4875.15 TBC-PC 4876.15 TSW 4875.37 TSW 4875.83 TBC 4875.73 TBC 4875.00 TBC END 4875.82 TBC END4875.78 EXISTING 4876.05 TSW 4875.70 TOA 4875.00 TOA L1 L2 L3 4875.79 TBC 4875.43 TOA DATUM ELEV 4865.00 4868 4872 4876 4880 4884 1+00 4875.74875.732+004876.64876.594876.84876.853+004877.14877.084+00 5+00 6+00 7+00 8+00 Install 166' of 8" C50 DI Pipe @ 6' Min Cover Install 129' of 8" C50 DI Pipe @ 6' Min Cover Install Hydrant Flange: 4876.27' Station: 1+11.30 Offset: 9.110 Install 31' of 12" ADS N 12 Storm Pipe @ 0.22% Install 86' of 12" ADS N 12 Storm Pipe @ 0.22% CB-1 Sta:2+07.22 OFF:16.45R Rim:4874.66 INV OUT:4871.60 SDMH-2 Sta:1+24.43 OFF:38.52R Rim:4875.27 INV IN:4871.41 INV IN:4871.41 INV OUT:4871.31 CB-3 Sta:1+19.37 OFF:-24.02L Rim:4875.31 INV OUT:4872.31 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081WATER MAIN EXTENTON PLAN AND PROFILEMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 6 401-8 401-8 401-8 403-1 402-8 401-8 CAP END OF WATER LINE FOR FUTURE CONNECTION CONNECT TO EXISTING WATER LINE CONTRACTOR TO FIELD VERIFY LOCATION AND BURY DEPTH EXISTING WATER LINE EXISTING SURFACE DESIGN SURFACE WATER LINE EXTENSION - PLAN VIEW WATER LINE EXTENSION - PROFILE VIEW 602-1 602-2 602-2602-2 706-S1 POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR AREA TO BE DISTURBED STABILIZE CONSTRUCTION ENTRANCE/EXIT COMBINATION STAGING AREA & VEHICLE EQUIPMENT CLEANING, FUELING AND MAIN. MATERIALS STORAGE AREA & STOCKPILE MANAGEMENT SILT FENCE OR EROSION EEL STORM WATER DRAINAGE SEQUENCE OF MAJOR ACTIVITIES ACTIVITY START DATE END DATE POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR BEST MANAGEMENT PRACTICES NOTES 1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site storm water pollution. Additional erosion control measures may be required. 2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form. 3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC. 4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site. 5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is implemented. 6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers will be clearly marked to prevent environmental damage both on and off the site. 7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis. 8. All off-site construction shall be stabilized at the end of the working day. 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management regulations. 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units by an approved sanitary waste management contractor. 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. 13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project. 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks. 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, including run-on discharges and outlets for onsite discharges. 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not affect contamination of stormwater. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water. 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any storm of 0.5 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date the site is stabilized. 23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate training regarding stormwater pollution prevention. NOTE: 1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO RETENTION BASINS AND PIPING PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT. 3.WITCH HAT TO BE PLACED ON NEAREST TWO (2) INLET BOXES TO BE PROJECTED THROUGH THE DURATION OF PROJECT. LEGEND Concrete Washout SEDIMENTATION AREA CONCRETE WASHOUT WITCH HAT MATERIAL STORAGE AREA COMBINATION STAGING AREA & VEHICLE FUEL & CLEANING STABILIZE CONSTRUCTION ENTRANCE/EXIST AREA TO BE DISTURBED SILT FENCE OR EROSION ELL Concrete Washout CONCRETE WA S H O U T A R E A SEDIMENTATION AREA CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081BEST MANAGEMENT PRACTICESMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 7 THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP NOTES: TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR HICKORY. 100' MI N I M U M E X C E P T 5 0' M I N I M U M F O R PROJ E C T SI T E S O F L E S S T H A N 1 A C R E PROPOSED SIDEWALK 3"-4" TOP DRESSING OF 2" STONE 6"-8" COMPACTED. FRACTURED STONE. 3' MAX. 2-3 4" BOLTS COMPACTED BACK FILL AROUND POST NOTES: 1. MAILBOX SHALL CONTAIN AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS B) DEQ APPROVED CONSTRUCTION PLANS C) ANY SITE INSPECTON FORMS 2. MAILBOX SHALL BE LOCKED AT ALL TIMES PRESSURE TREATED 2 x 6 4 x 4 POST 4 x 4 POST POST "NPDES" PERMIT 1112" 1312" 2312" 4' 24" MIN. 4' 24" MIN. 12" MIN. 12" 6" EROSION EEL EROSION EEL EROSION EEL SILT FENCE TRUCK WASHOUT MAIL BOX STABILIZED CONSTRUCTION ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE TOTAL 9"-12" OF COMPACTED STONE SANDBAG SHALL BE INSTALLED IN FLOW LINE DOWNSTREAM OF CONSTRUCTION ENTRANCE WOOD POSTS 4'-0" MIN. LENGTH 2'-0" MIN. DEPTH IN GROUND GEOTEXTILE FABRIC ONLY BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS. NOT TO SCALE FLOW DIRE C TI O N SEE BALLAST DETAIL NOT TO SCALE BALLAST DETAIL NOT TO SCALE SLOPE ENTRANCE TO WASHOUT AREA FOR CONTAINMENT PURPOSES WASHOUT AREA MUST BE ENCLOSED W/ SILT FENCE PROVIDE BERM AROUND WASHOUT AREA EXCAVATE BOTTOM 1' TO PROVIDE LOWERED BOWL-LIKE AREA WASHOUT TO BE LINED WITH CLEAN ROCK OR RIP-RAP TO ACT AS FILTER AND EROSION CONTROL NOT TO SCALE CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SHEET NAME:PROJECT:LOCATION:21-045 DATE:DATE: August 23, 2021 DATEREVISIONSCLIENT:The Civil Connection1150 Hollipark Dr. Idaho Falls, ID 83401208.881.0081BEST MANAGEMENT PRACTICES DETAILSMADISON ARMORYREXBURG, ID8 PRELIMINARY NOT FOR CONSTRUCTION 8 THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP F 1 A-102 IE-ADA 23 R-101 IE-ADA ACCESSIBLE URINAL 30X4860"60"59X60 36X48 60"60" 59X60 60" 30X4860"59X60FIRING LINE TARGET LINE 3 A-102 2 A-102 REGISTER STATION 30"x48" 18" 18" 18" 18" 24" 18" 18" 48" CLEAR SPACE @ PUSH 24"LATCHAPPROACHPULL24"24"24" 24"22"24"22"22"LATCHAPPROACHPULL24"24"22"22"24"24"24"22"24" LATCH APPROACH PULL LATCHAPPROACHPULL24"LATCHAPPROACHPULL24"48" CLEAR SPACE @ PUSH FRONTAPPROACHPULLFRONTAPPROACHPULLFRONTAPPROACHPULLFRONTAPPROACHPULLFRONTAPPROACHPULL48" CLEAR SPACE @ PUSH LATCH APPROACH PULL 48" CLEAR SPACE @ PUSH LATCH APPROACH PULLLATCHAPPROACHPULLLATCHAPPROACHPULLLATCHAPPROACHPULLLATCHAPPROACHPULLHINGEAPPROACHPUSHHINGEAPPROACHPUSH LATCHAPPROACHPULLHINGEAPPROACHPUSHHINGEAPPROACHPUSHLATCH APPROACH PULL LATCH APPROACH PULL LATCH APPROACH PULL LATCH APPROACH PULLLATCHAPPROACHPULL HINGEAPPROACHPUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH22"HINGEAPPROACHPUSH48" CLEAR SPACE @ PUSH 48" CLEAR SPACE @ PUSH SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSTARGET LINE 16" MIN 18" MAX 12" MIN24" MIN 36" LONG MIN 33" MIN36" MAXC.L.17" MIN19" MAX48" MAX7"MIN 9"MAX 15" MIN48" MAX12"MAX 42" LONG MIN 33" MIN36" MAX1-1/2" CLEARANCE 1.25-2" OUTSIDE DIAMETER 39"-41"18" MINCAN BE SINGLE GRAB BAR CAN BE SINGLE GRAB BAR C.L.9"MIN17" MIN 25" MAX 6" MAX 11" MIN 8" MIN 27"MIN34"MAX40"MAXMIRROR BASIN HEIGHT EASY ADA HANDLE KNEE CLEARANCE 15" MIN48" MAXMIRRORMIRROR TOWEL DISPENSER/ TRASH COMBOSOAPDISPENSER HIGHEST OPERABLE PART 101 ADA SCALE: 1/8" = 1'-0" 103 TOILET COMP NOT TO SCALE 104 TOILET COMP NOT TO SCALE 105 SINK NOT TO SCALE 106 SINK NOT TO SCALE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEADASHEET TITLE:A-101 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. F 1 A-102 23 R-101 FORKLIFT ACCESS (LOCKED WHEN NOT IN USE) FORKLIFT ACCESS (LOCKED WHEN NOT IN USE) FIRING LINE TARGET LINE 3 A-102 2 A-102 FORKLIFT ACCESS (LOCKED WHEN NOT IN USE) YELLOW DENOTES GROUP M CONSTRUCTION TYPE VB NS APX 7,907 SQ FT BLUE DENOTES GROUP S1 CONSTRUCTION TYPE VB NS APX 2,546 SQ FT GREEN DENOTES GROUP B CONSTRUCTION TYPE VB NS APX 2,159 SQ FT RED DENOTES GROUP A-3 CONSTRUCTION TYPE VB NS APX 8,170 SQ FT TOTAL, 416 SQ FT BEHIND SHOOTING LINES PER RANGE AREA (DASHED) SEPERATION PROVIDED A-3 TO S1 2 HOURS B TO S1 0 HOURS (NOT REQ.) S1 TO M 2 HOURS B TO M 2 HOURS S1 TO A3 2 HOURS M TO A-3 2 HOURS A-3 TO M 2 HOURS FUNCTION OF SPACE: ASSEMBLY STANDING SPACE OCCUPANT LOAD FACTOR: 5 NET ROOM OCCUPANCY: 84 PER CODE ACTUAL OCCUPANCY TO BE POSTED NOT TOEXCEED 49 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 2 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 2 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 1 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 1 FUNCTION OF SPACE: ASSEMBLY AREA UNCONCENTRATED OCCUPANT LOAD FACTOR: 15 NET ROOM OCCUPANCY: 32 FUNCTION OF SPACE: ASSEMBLY AREA UNCONCENTRATED OCCUPANT LOAD FACTOR: 15 NET ROOM OCCUPANCY: 8 FUNCTION OF SPACE: MERCANTILE OCCUPANT LOAD FACTOR: 60 GROSS ROOM OCCUPANCY: 80 FUNCTION OF SPACE: STORAGE STOCK SHIPPING OCCUPANT LOAD FACTOR: 300 GROSS ROOM OCCUPANCY: 7 FUNCTION OF SPACE: MECHANICAL EQUIPMENT ROOM OCCUPANT LOAD FACTOR: 300 GROSS ROOM OCCUPANCY: 1 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 2 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 2 FUNCTION OF SPACE: MERCANTILE OCCUPANT LOAD FACTOR: 60 GROSS ROOM OCCUPANCY: 17 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 2 FUNCTION OF SPACE: MERCANTILE OCCUPANT LOAD FACTOR: 60 GROSS ROOM OCCUPANCY: 16 FUNCTION OF SPACE: BUSINESS AREA OCCUPANT LOAD FACTOR: 150 GROSS ROOM OCCUPANCY: 1 122' CUMULATIVETO "STORAGE EXIT"149' CUMULATIVETO "FRONT EXIT"100' CUMULATIVETO "FRONT EXIT ""STORAGE EXIT""OFFICE EXIT" 137' CUMULATIVE TO FRONT EXIT 82' CUMULATIVETO "FRONT EXIT"92 ' CU M U L A T I V E TO "FR O N T EXI T " 100' CUMULATIVE TO "FRONT EXIT" 90' CUMULATIVE TO "STORAGE EXIT" 82 ' CU M U L A T I V E TO "OF F I C E EXI T " 71' CUMULATIVE TO "OFFICE EXIT" 75' CUMULATIVE TO "STORAGE EXIT" EXITEXIT EXITEXIT EXITEXITEXITEXITEXIT EXIT: DENOTES ILLUMINATED EXIT SIGN LOCATIONS PER 1013 OF IBC EXITFEC : DENOTES LOCATION OF FIRE EXTINGUISHER CABINET. EXTINGUISHER TO MAINTAIN MIN 2A RATING FECFECFECFECREGISTER STATION 0 HOUR WALL (NA)2 HOUR WALL - 90 MINUTE OPENINGS FUNCTION OF SPACE: ASSEMBLY STANDING SPACE OCCUPANT LOAD FACTOR: 5 NET ROOM OCCUPANCY: 84 PER CODE ACTUAL OCCUPANCY TO BE POSTED NOT TOEXCEED 49 SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITS2 HOUR WALL - 90 MINUTE OPENINGS2 HOUR WALL - 90 MINUTEOPENINGSWALL NOTE -2 HOUR FIRE RATED SEPERATION -UL DESIGN 375 -STC 60-64 IF USED WITH 3-1/2" FIBER INSULATION IN WALL CAVITIES PROPOSED BREAK IN TRUSSPROPOSED BREAK IN TRUSS 2X4 WALL 1/2" GYPSUM WALL BOARD (NOT PART OF FIRE ASSEMBLY) DOUBLE H-STUD TRACK SCREWED BACK-TO-BACK AT 12' PANEL HEIGHT (2) 1" SHAFTLINER PANELS WITHIN H-TRACK 3/4" AIR SPACE EACH SIDE3/4" AIR SPACE EACH SIDE 2" FLOOR C RUNNER 2" ROOF C RUNNER BREAKAWAY CLIP AT EACH 2X4 STUD INTO WALL PANEL @6' HIGH. 3/8" TYPE S PAN HEAD SCREW INTO PANEL. 1-1/4" TYPE W OR S INTO STUD. BREAKAWAY CLIP AT EACH 2X4 STUD INTO DOUBLE H- STUD USING 3/8" TYPE S PAN HEAD SCREW BREAKAWAY CLIP AT EACH TRUSS INTO CEILING C- CHANNEL USING 3/8" TYPE S PAN HEAD SCREW WALL NOTE -2 HOUR FIRE RATED SEPERATION -UL DESIGN 375 -STC 60-64 IF USED WITH 3-1/2" FIBER INSULATION IN WALL CAVITIES 2X4 WALL 1/2" GYPSUM WALL BOARD (NOT PART OF FIRE ASSEMBLY)DOUBLE H-STUD TRACK SCREWED BACK-TO-BACK AT 12' PANEL HEIGHT 3/4" AIR SPACE EACH SIDE3/4" AIR SPACE EACH SIDE (2) 1" SHAFTLINER PANELS WITHIN H-TRACK 2" FLOOR C RUNNER BREAKAWAY CLIP AT EACH 2X4 STUD INTO WALL PANEL @6' HIGH. 3/8" TYPE S PAN HEAD SCREW INTO PANEL. 1-1/4" TYPE W OR S INTO STUD. BREAKAWAY CLIP AT EACH 2X4 STUD INTO DOUBLE H-STUD USING 3/8" TYPE S PAN HEAD SCREW 7/16" WALL SHEATHING 2X6 WALL BREAKAWAY CLIP AT EACH 2X4 STUD INTO DOUBLE H-STUD USING 3/8" TYPE S PAN HEAD SCREW BREAKAWAY CLIP AT EACH TRUSS INTO ROOF C-CHANNEL USING 3/8" TYPE S PAN HEAD SCREW WALL NOTE -2 HOUR FIRE RATED SEPERATION -UL DESIGN 375 -STC 60-64 IF USED WITH 3-1/2" FIBER INSULATION IN WALL CAVITIES 2X4 WALL 1/2" GYPSUM WALL BOARD (NOT PART OF FIRE ASSEMBLY) DOUBLE H-STUD TRACK SCREWED BACK-TO-BACK AT 12' PANEL HEIGHT 3/4" AIR SPACE EACH SIDE3/4" AIR SPACE EACH SIDE (2) 1" SHAFTLINER PANELS WITHIN H-TRACK 2" FLOOR C RUNNER 2" CEILING C RUNNER BREAKAWAY CLIP AT EACH 2X4 STUD INTO WALL PANEL @6' HIGH. 3/8" TYPE S PAN HEAD SCREW INTO PANEL. 1-1/4" TYPE W OR S INTO STUD. BREAKAWAY CLIP AT EACH 2X4 STUD INTO DOUBLE H-STUD USING 3/8" TYPE S PAN HEAD SCREW BREAKAWAY CLIP AT EACH TRUSS INTO CEILING C- CHANNEL USING 3/8" TYPE S PAN HEAD SCREW 7/16" WALL SHEATHING 2X6 WALL STAGING TABLE SPENT BRASS TRAY 1 FIRE/ SAFETY SCALE: 1/8" = 1'-0" 3 SEPERATION WALL BETWEEN ARMORY AND OFFICES SCALE: 1/4" = 1'-0" 1 SEPERATION WALL BETWEEN BATHROOMS AND RANGE SCALE: 1/4" = 1'-0" 2 SEPERATION WALL BETWEEN HALLWAY AND RANGE SCALE: 1/4" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEFIRE/ SAFETYSHEET TITLE:A-102 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. F 918 1 333333335CCC 33371 BBAA3 37133419510 1 A-102 23 R-101 HYDRAULIC BALLARD PER MANUFACTURER OWNER'S OFFICEEMPLOYEE BATHROOM OFFICE OFFICE OFFICE CONFERENCE ROOM BREAK ROOM LOW VOLTAGE ROOM WORK/ SMITHING ROOM STORAGE MEN'S RESTROOM WOMAN'S RESTROOM SPARE OFFICE OFFICE STORAGE MADISON ARMORY STORAGE 46'-1" x 54'-5" MADISON ARMORY OFFICES 38'-5" x 54'-5" SHORT RANGE 26'-0" x 109'-0" LONG RANGE 26'-0" x 184'-0" RANGE LOBBY 61'-6" x 22'-7"11A-4011A-4011 A-402 1 A-4022A-4013 A-402 3 A-402 A-4024A-4023A-40122 2 C C C 66 FIRING LINE TARGET LINE 3 A-102 2 A-102 1 2 3 4 5 6 1 2 3 4 5 6123456123456 STAGING BENCH STAGING BENCH REGISTER STATION SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSENTRANCE/ COMMON 14'-0" x 77'-11" MADISON ARMORY 70'-5" x 69'-0" 2 A-402 2 A-402 TARGET LINE WINDOW SCHEDULE ID A B C TYPE TBD TBD TBD QTY 2 2 6 SIZE W 6' 8' 15' HT 5' 5' 8' NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 10 QTY 6 3 15 1 2 2 2 1 2 1 LOCATION Exterior Exterior Interior Interior Exterior Exterior Exterior Exterior Exterior Exterior FIRE RATING 90 MIN 90 MIN DOOR W 3' 3' 3' 3' 6' 6' 6' 8' 12' 12' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 8' 10' 7' 8' NOTES UNFINISHED SQUARE FOOTAGE ID MADISON ARMORY COMMON AREA/ ENTRANCE RANGE LOBBY SHOOTING RANGES FORKLIFT VESTIBULE AREA 9,738.08 1,323.73 1,852.59 8,008.00 50.00 20,972.40 sq ft 1 MAIN LEVEL PLAN SCALE: 1/8" = 1'-0" BREAK LINE BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMAIN FLOORSHEET TITLE:A-201 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. -4' 0" 3' 17'-1 1/16" 21' -4' 17'-2 1/2" 18'-1 1/2" 20' 10 C C C C C C SIGN OVER ENTRANCE -4' 0" 14' 21' -4' 0" 12'-1 1/2" 18'-1/16" 0" 12' 8 11 1/212 DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 10 QTY 6 3 15 1 2 2 2 1 2 1 LOCATION Exterior Exterior Interior Interior Exterior Exterior Exterior Exterior Exterior Exterior FIRE RATING 90 MIN 90 MIN DOOR W 3' 3' 3' 3' 6' 6' 6' 8' 12' 12' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 8' 10' 7' 8' NOTES WINDOW SCHEDULE ID A B C TYPE TBD TBD TBD QTY 2 2 6 SIZE W 6' 8' 15' HT 5' 5' 8' NOTES 1 FRONT ELEVATION SCALE: 3/16" = 1'-0" 2 REAR ELEVATION SCALE: 3/16" = 1'-0" FINISH KEY 7.2 HORIZONTAL METAL SIDING (OR OTHER APPROVED) STUCCO CULTURED STONE FORMED CONCRETE WALL ROOF MEMBRANE PER MAUNFACTURER DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEELEVATIONSSHEET TITLE:A-301 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. -4' 12' 18' -4' 0" 14' 21' 1 AABB -4' 0" 9'-1 1/8" -4' 0" 12'-1 1/2" 21' -4' 0" 12' 18' 7 WINDOW SCHEDULE ID A B C TYPE TBD TBD TBD QTY 2 2 6 SIZE W 6' 8' 15' HT 5' 5' 8' NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 10 QTY 6 3 15 1 2 2 2 1 2 1 LOCATION Exterior Exterior Interior Interior Exterior Exterior Exterior Exterior Exterior Exterior FIRE RATING 90 MIN 90 MIN DOOR W 3' 3' 3' 3' 6' 6' 6' 8' 12' 12' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 8' 10' 7' 8' NOTES 1 RIGHT ELEVATION SCALE: 1/8" = 1'-0" 2 LEFT ELEVATION SCALE: 1/8" = 1'-0" FINISH KEY 7.2 HORIZONTAL METAL SIDING (OR OTHER APPROVED) STUCCO CULTURED STONE FORMED CONCRETE WALL ROOF MEMBRANE PER MAUNFACTURER DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEELEVATIONSSHEET TITLE:A-302 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 0" 3' 14' 21' 1/4 12PROPOSED BREAK IN TRUSS PROPOSED BREAK IN TRUSS MADISON ARMORY HALLWAYBREAK ROOM OFFICEOFFICEEMPLOYEE BATHROOM INTERMEDIATE TRUSS BEARING 0" 14' 21' 1/412PROPOSED BREAK IN TRUSS ENTRY COMMON LOBBY JANITORS CLOSET WOMENS RESTROOM MENS RESTROOM SPARE OFFICE WORK/ SMITHING ROOM STORAGE STORAGE/ WAREHOUSE 3 A-102 PROPOSED BREAK IN TRUSS INTERMEDIATE TRUSS BEARING CANTILEVER TRUSSES OVER DOOR 2X8 LEDGER ATTACHED TO WALL FRAMING W/ (2) LEDGERLOK PER WALL MEMBER LUS28 HANGER 2X8 @ 16" O.C. LUS28 HANGER 21 R-101 2 A-102 0" 12'-1 1/2" 18' 21' 0" 3' 12'-1 1/2" 18' 21' DROPPED CEILING PER HVAC PLAN RANGE LOBBY PISTOL/ SHORT RANGE 1 SECTION A SCALE: 3/16" = 1'-0" 2 SECTION A SCALE: 3/16" = 1'-0" 3 SECTION A SCALE: 3/16" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-401 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 1 A-102 0" 14' 21' 0" 12'-1 1/2" 18' 1/2 12 RIFLE/ LONG RANGE PISTOL/ SHORT RANGE WOMENS BATHROOM HALL- WAY MADISON ARMORY 0" 12'-1 1/2" 18' 1/2 12 RIFLE RANGE 0" 14' 21' 0" 12'-1 1/2" 18' 1/212 COMMON LOBBY RANGE LOBBY 0" 9'-1 1/8" 12'-1 1/2" 18' 312 RANGE LOBBY RANGE OFFICE FORKLIFT VESTIBULE 1 SECTION B SCALE: 3/16" = 1'-0" 2 SECTION B SCALE: 3/16" = 1'-0" 3 SECTION B SCALE: 3/16" = 1'-0" 4 SECTION A SCALE: 3/16" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-402 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 22 R-101 148' 62'-51/2"14'-61/2"19'125'34'-111/2"34'-111/4"23'-83/4"31'-41/2"26'-8"86'-41/2"219'4'30'-4"10'174'-8"62'15'71' 21/2"10'9'16'-45/8"33'-91/8"32'-63/4"3' 20'-111/4"39'-101/2"1'-6"13'-41/4"219'6'-51/2"1A-4011A-4011 A-402 1 A-402 2A-4012A-4013 A-402 3 A-402 4A-4024A-4023A-4013A-40134'-31/2"34'-111/4"23'-93/8"30'-73/4"20'-71/4"26'-7"10'-31/2"8'-91/2"19'-51/4" FW3 FW2 FW3 FW4 FW2 FW2FW2 FW3FW4FW4 FW4FW2FW3FW2 FW2FW4FW1 FW1FW1HYDRAULIC BOLLARD HEAT CONCRETE SURROUNDING INSTALL PER MANUFACTURER'S SPEC BOLLARD INSTALLED PER MANUFACTURER'S SPEC. (TYP) 1 1 11 1 1 1 1 F4 F4 F4 F4 F4F4 F4 F4 F4 F4 F4 F4 F4 F4 F6 F6 F6 F6 F6 F6 F4 F12 F12 F11 F11 F11 F12 F11F11 DOWEL AND EPOXY FOOTING BAR INTO WALL DOWEL AND EPOXY FOOTING BAR INTO WALL DOWEL AND EPOXY FOOTING BAR INTO WALL 8" CONCRTETE CAP 12" REBAR GRID DOWEL AND EPOXY INTO FW2 WALLS ATTACH TO VERT BAR IN FW1 WALLSFW2F6 2'-71/2"5'27'-4" 2 A-402 2 A-402 FW4 FW4F6 F6 FOUNDATION WALLS WALL ID FW1 FW2 FW3 FW4 THICK 8" 8" 8" 8" HEIGHT 3'4" 4' 7' 16' VERT BAR #4 #4 #4 #5 VERT SPACING 24" O.C. 24" O.C. 24" O.C. 24" O.C. HORIZ BAR #4 #4 #4 #5 # HORIZ (1) (1) (2) (2) HORIZ SPACING 24" O.C. 24" O.C. 24" O.C. 24" O.C. J-BOLT SIZE 5/8" W/7" EMBED 5/8" W/7" EMBED 5/8" W/7" EMBED 5/8" W/7" EMBED J-BOLT SPACING 48" O.C. 48" O.C. 48" O.C. 48" O.C. SIMPSON TIES SYM ID 1 # 8 TYPE HDU5 FOOTING SCHEDULE ID F4 F6 F11 F12 WIDTH 18" 24" 36" 48" DEPTH 10" 10" 12" 12" FOOTING TYPE CONTINUOUS FOOTING CONTINUOUS FOOTING 36” X 36” X 12” SPREAD FOOTER 48” X 48” X 12” SPREAD FOOTER FOOTING REBAR (2) #4 BAR CONT. (3) #4 BAR CONT. (3) #4 BOTH WAYS (4) #5 BOTH WAYS PIER (IF REQUIRED) --- --- --- --- 1 FOUNDATION PLAN SCALE: 1/8" = 1'-0" EXCAVATION NOTE: 1. USE APPROVED EXCAVATED BACKFILL OR BORROWED BACKFILL MA TERIAL. 2. PLACE FILL AND BACKFILL MATERIALS IN LAYERS AS INDICATED IN DETAIL 10 ON R-101. 3. PRIOR TO COMPACTING, MOISTEN EACH LAYER AS NECESSARY TO PROVIDE OPTIMUM MOISTURE CONTENT. 4. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DENSITY. DO NOT PLACE BACKFILL MATERIAL THAT IS MUDDY OR FROZEN, OR CONTAINING FROST OR ICE. CONTROL SOIL COMPACTION DURING CONSTRUCTION TO PROVIDE THE MINIMUM PERCENTAGE OF DENSITY SPECIFIED FOR EACH AREA AS DETERMINED ACCORDING TO ASMT D1557. 5. OBTAIN THE SOIL ENGINEER'S INSPECTION, TESTING, AND ACCEPTANCE OF ALL SUBGRADE CONSTRUCTION. FOUNDATION NOTE: 1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS. 2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION 3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL. 4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA. 5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS. (5,000 PSI MIN. RECOMENDED IN ACTUAL RANGE FLOOR) 6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O. 7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS. 8. DAMP PROOFING PER 2012 IBC SECTION 403.2 9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER. 10. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 6". A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE. REBAR IN SLAB TO BE #4 @ 12" O.C. BREAK LINE BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEFOUNDATIONSHEET TITLE:S-101 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 918 1 333333335CCC 33371 BBAA3 37133419510 1 A-102 23 R-101 4'L1L1 L1 L1 L1 H1 H3 H1 H3H3 H5 H5 H5 H1 H1 H1 H1 H1H3 H2 H2 HYDRAULIC BALLARD PER MANUFACTURER SW2 SW2SW2SW2 SW2SW2SW2SW2 SW2 SW2H1 H4 H1 H3 SW2SW2 (2) 1-3/4"X11-7/8" 1.9 LVL(2) 1-3/4"X11-7/8" 1.9 LVL HOLD TO INSIDE TO ALLOW 2X8 SOFFIT TO FACEMOUNT USING LUS28 HANGERS H3 H2H2 SEPERATE HEADER REQUIRED IN EACH SIDE OF DBL WALL (TYP) C2C2C2C2 C2 C4 C3 C4 (3) CONT. 2X6 LSL STUDS ALL THE WAY TO DBL TOP PLATE TO POVIDE ATTACHMENT FOR AWNINGS C1 C1 C1 OWNER'S OFFICEEMPLOYEE BATHROOM OFFICE OFFICE OFFICE CONFERENCE ROOM BREAK ROOM LOW VOLTAGE ROOM WORK/ SMITHING ROOM STORAGE MEN'S RESTROOM WOMAN'S RESTROOM SPARE OFFICE OFFICE STORAGE MADISON ARMORY STORAGE 46'-1" x 54'-5" MADISON ARMORY OFFICES 38'-5" x 54'-5" SHORT RANGE 26'-0" x 109'-0" LONG RANGE 26'-0" x 184'-0" RANGE LOBBY 61'-6" x 22'-7"11A-4011A-4011 A-402 1 A-402 2A-4012A-4013 A-402 3 A-402 4A-4024A-4023A-4013A-40122 2 C C C 66 FIRING LINE TARGET LINE 3 A-102 2 A-102 148' 10'-8"20'20'11'-4"2'-6"10'2'-6"15'20'20'16'70'-4"25'-33/4"14'-63/4"14'-91/2"75'140'-41/2" 27'-4"26'-8"46'-111/2"10'-31/2"8'-91/2"20'-4" 32'-10"11'-73/4" 2'-53/4"18'-101/2"11'-51/2"184'-8"13'-8"5'5'174'-8"1'-1/2"31/2" 4'-51/4"4'-53/4"4'-101/2" 8'-71/2"4'-101/2"22'-1"7'-1/2"20'20'9'-2"7"15'-11/2"8'-51/2"30'-71/2"8'-1/2"11'-8"11'-91/2"11'-91/2"10'-11"4'5'-10"4'-6"4'-31/2"19'-101/2"3'-9"8'-5"69'-51/2"54'-21/2"15'-31/4"32'-71/4"4'-61/2"6"17'-51/2"5'-9"4'-1"1'-5"219'2'-6"7'-6"9'5'-9"3'-3"10'7'-71/2"6'-2"12'-6"6'-73/4"7'-1/2"7'-61/4"7'-2"7'-71/2"9'-10"8'-91/2"19'-101/2" 8'11'-61/2" 10" 20' 1 2 3 4 5 6 1 2 3 4 5 6123456123456 STAGING BENCH STAGING BENCH ENTRANCE/ COMMON 14'-0" x 77'-11" MADISON ARMORY 70'-5" x 69'-0" 2 A-402 2 A-402 TARGET LINE 27'-4" HEADERS ID H1 H2 H3 H4 H5 PLY 2 2 2 3 1 SIZE 2X10 SPF 1-3/4 x 9-1/2 MICROLAM 1-3/4 x 11-7/8 MICROLAM 1-3/4 x 11-7/8 MICROLAM 5-1/8"x15" 24F-V4 GLB NOTE SHEAR WALL SCHEDULE ID SW2 LOCATION EXTERIOR TYPE 7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD NOTES COLUMN SCHEDULE ID C1 C2 C3 C4 MATERIAL (3) 2X6 (5) 2X6 (6) 2X4 (6) 2X6 WINDOW SCHEDULE ID A B C TYPE TBD TBD TBD QTY 2 2 6 SIZE W 6' 8' 15' HT 5' 5' 8' NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 10 QTY 6 3 15 1 2 2 2 1 2 1 LOCATION Exterior Exterior Interior Interior Exterior Exterior Exterior Exterior Exterior Exterior FIRE RATING 90 MIN 90 MIN DOOR W 3' 3' 3' 3' 6' 6' 6' 8' 12' 12' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 8' 10' 7' 8' NOTES 4 MAIN LEVEL WALL FRAMING SCALE: 1/8" = 1'-0" GENERAL FRAMING NOTE: 1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O. 2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER. 3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING. 4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING. 5. ENSURE THAT HEADERS FOR OPENINGS LARGER THAN 60" HAVE A MIN. (2) TRIMMERS SUPPORTING PER SIDE. 6. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION. 7. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION 8. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER. BREAK LINE BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEWALL FRAMINGSHEET TITLE:S-301 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 1A-4011A-4011 A-402 1 A-402 2A-4012A-4013 A-402 3 A-402 4A-4024A-4023A-4013A-40121 R-101 ROOF TRUSSES TO BREAK @ FIRE WALL. 3.5" GAP BETWEEN TRUSS TO ALLOW CONT. FIRE WALL ASSEMBLY PROPOSED BREAK IN TRUSSES POSSIBLE BREAK IN TRUSSES IF REQ. POSSIBLE BREAK IN TRUSSES IF REQ. CANTILEVER TRUSSES OVER ENTRY NON-BEARING PARAPET WALL (2) 9-1/2" LVL ROOF BEAM(2) 9-1/2" LVL ROOF BEAM RB2 RB3 RB1 17'X5' AWNING - MANUFACTURER TO PROVIDE SHOP DRAWINGS TO PROJECT ENGINEER FOR VERIFICATION (ALL THREE TYP.) 3/12 MONO TRUSS NOTCH TO BEAR ON 2X6 LEDGER 2X6 LEDGER ATTACH TO WALL USING (2) LEDGERLOK SCREWS PER WALL MEMBER 46"X48" DUCT PENETRATION OPENING THRU ROOF. SEE ELEVATION ON SHEET ZM301 FOR CLARIFICATION 40"X44" DUCT PENETRATION OPENING THRU ROOF. SEE ELEVATION ON SHEET ZM301 FOR CLARIFICATION 40"X44" DUCT PENETRATION OPENING THRU ROOF. SEE ELEVATION ON SHEET ZM301 FOR CLARIFICATION MANUFACTURED MONO TRUSS.25/12 PITCHMIN. 24" HEELMANUFACTURED MONO TRUSS.5/12 PITCHMIN . 24" HEEL7'PARAPET ELEVATIONFRAMED OVER TRUSS7' PARAPET BUILT INTO TRUSS8' 10-1/2"PARAPET BUILTINTO TRUSS6' PARAPET ELEVATION WALL FULL HEIGHT 7'PARAPET ELEVATIONFRAMED OVER TRUSS7' PARAPET BUILT INTO TRUSS 6' PARAPET ELEVATION FRAMED OVER TRUSS 2 A-402 2 A-402 42"X48" DUCT PENETRATION OPENING THRU ROOF. SEE ELEVATION ON SHEET ZM301 FOR CLARIFICATION 6' PARAPET ELEVATION FRAMED OVER TRUSS 6'PARAPET BUILTINTO TRUSSROOF BEAMS ID RB1 RB2 RB3 PLY (1) (1) (1) WIDTH 6 3/4" 8 3/4" 12" HEIGHT 25 1/2" 21" 12" TYPE GLULAM 24F-V4 GLULAM 24F-V4 D.F. #1 2 ROOF LAYOUT SCALE: 1/8" = 1'-0" ROOF FRAMING NOTE: 1. MANUFACTURED TRUSSES DESIGN PER MANUFACTURER. 2. SIMPSON H1 TIES @ EA. TRUSS. 3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES PLY TO MATCH PLY OF GIRDER TRUSS. 4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE. 5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING. 6. MEMBRANE INSTALLED PER MANUFACTURER'S SPECIFICATION. BREAK LINE BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEROOF FRAMINGSHEET TITLE:S-401 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 4'-1"4'-0"4'-0"4'-0"4'-0"4'-0" 4'-1"8'-0"8'-0" 8'-4 3/4" 910 LBS 11'-6 3/4" 910 LBS 18'-6 3/4" 1354 LBS 25'-6 3/8" 2264 LBS 28'-8 5/16" 910 LBS 36'-0 3/8" 1354 LBS 47'-1" 2264 LBS 50'-3" 910 LBS 57'-7 1/16" 1354 LBS 68'-7 11/16" 2264 LBS 71'-9 11/16" 910 LBS 79'-1 3/4" 1354 LBS 90'-2 3/8" 2264 LBS 93'-4 3/8" 910 LBS 99'-4 9/16" 1354 LBS 109'-1 3/8" 2264 LBS 112'-3 3/8" 910 LBS 124'-0 7/8" 2264 LBS 127'-2 7/8" 910 LBS 135'-10 7/8" 2427 LBS 139'-0 7/8" 1073 LBS 145'-3 3/16" 2427 LBS 148'-5 3/16" 1073 LBS 152'-8 1/16" 2427 LBS 155'-10 1/16" 1073 LBS 158'-6 5/16" 2427 LBS 161'-8 5/16" 1073 LBS 163'-2 15/16" 2427 LBS 167'-2 11/16" 2145 LBS 170'-10 9/16" 2479 LBS 4'-1"4'-0"4'-0"4'-0"4'-0"4'-0" 7'-6 1/2" 11'-0 7/8" 11'-10 1/2" 15'-8 3/4" 19'-3 1/8" 20'-11 7/16" 23'-4 5/16" 26'-10 11/16" 28'-7" 30'-11 7/8" 34'-6 1/4" 36'-2 9/16" 38'-7 1/2" 42'-1 7/8" 43'-10 3/16" 46'-3 1/16" 49'-9 7/16" 51'-5 3/4" 53'-10 5/8" 57'-5" 59'-1 5/16" 61'-6 1/4" 65'-0 5/8" 66'-8 15/16" 69'-1 13/16" 72'-8 3/16" 74'-4 1/2" 76'-9 3/8" 80'-3 3/4" 82'-0 1/16" 84'-5" 87'-11 3/8" 89'-8 7/8" 92'-2 11/16" 95'-10 9/16" 910 LBS 910 LBS 910 LBS 2133 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3008 LBS 1609 LBS 1199 LBS 3024 LBS 1609 LBS 2479 LBS 40'-41/2"18'-51/4"12'-1/2"2'-47/8"11'-7/8"4'-107/8"94'-91/8"1A-4011A-4011 A-402 1 A-402 2A-4012A-4012 A-402 2 A-402 3 A-402 3 A-402 4A-4024A-4023A-4013A-401NOTE: IF POSSIBLE PLAN OPEN TRUSS WEBBING AT ATTACHMENT POINTS INDICATED HERE 21 R-1012,350 LBSSEE ZM301.12,500 LBSSEE ZM301.15,750 LBSSEE ZM301.11 ROOF LOADING LOCATIONS SCALE: 3/32" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEROOF BEARINGSHEET TITLE:S-402 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. Below Frost6" Min1 5 4 3 2 7 6 8 9 10 11 KEYNOTES 1 - FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 2 - CONCRETE WALL 3 - CONCRETE SLAB 4 - CONT. SILL PLATE AND ANCHOR BOLTS 5 - WALL STUDS 6 - WALL SHEATHING 7 - REQ'D PANEL EDGE NAILING 8 - J-BOLTS SIZE/TYPE PER PLAN 9 - R-10 PERIMETER INSULATION 10 - GRADE SURROUNDING BUILDING PER CIVIL ENGINEER 11 - CHAMFER TOP OF RIGID FOAM 2 3 4 5 6 8 9 1 KEYNOTES: 1 - MEMBRANE ROOF FINISH 2 - OSB SHEETING 3 - MIN 2' ICE & WATER SHIELD 4 - DRIP EDGE 5 - SUB FACIA 6 - SOFFIT 7 - WALL FINISH PER OWNER/BUILDER 8 - OSB WALL SHEETING 9 - WATER RESISTANT BARRIER 1 5 23 6 3 4 5 2 KEYNOTES 1 - SUBMITALTERNATIVE SHOP DRAWINGS FOR ENGINEER APPROVAL. 2 - THROUGH-BOLT INTO TRIPLE LSL KING STUD. 3 - LEDGERLOK TOP AND BOTTOM CHORD INTO VERT. WALL MEMBERS. ONE FASTENER PER CONNECTION. 4 - CONNECT TRUSS INTO ADJOINING TRUSS USING 2X BLOCKS @ 24" O.C. 5 - ATTACH BLOCKING USING (2) MIN. 3" 11 GA FRAMING NAILS PER CONNECTION Below Frost 6" Min 1 5 4 3 2 6 KEYNOTES 1 - ENGINEERED FILL IN 12" LIFTS MAX 95% MIN COMPACTION 2 - 4" LAYER OF CRUSHED GRAVEL AND SAND UNDER ALL SLAB ON GRADE 3 - BACKFILL IN 12" LIFTS MAX 90% MIN COMPACTION 4 - NATIVE UNDISTURBED SOIL OR ENGINEERED FILL IN 8" LIFTS MAX. 95% COMPACTION 5 - CONCRETE SLAB 6 - LINE OF EXCAVATION 25 R-101 8'11'-83/4"30'12'-83/4"7'-10" 12"X12" DFW12X65 W12X65W12X65 W10X49W10X49 W10X49W10X49W10X49 W10X49W10X491/2"X16"X16" PLATE 12"X12" DF 1/2"X16"X16" PLATE1/2"X16"X16" PLATE 3/4" LAG BOLT THROUGH TOP FLANGE INTO BEAM MIN. 6" PENETRATION (2) PER LOCATION - 1 PER SIDE (ALL TYP.) 12" FROM END OF STEEL BEAM 3/4"X12" ANCHOR BOLT SEE LEVEL PLATE DETAIL 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 1/4"7018 25 R-101 DASHED LINE REPRESENTS SLAB TO BE POURED AFTER PLATES ARE INSTALLED AND LEVELED 3" STEEL STRAPS 1/4"7018 1/4"7018 6 1 2 4 3 55 8 7 KEYNOTES 1 - PONY WALL 2 - WALL SHEETING (SEE SWP SCHEDULE FOR SIZING & FASTENING) 3 - FASTEN SHEATHING TO HEADER W/8d COMMON OR GAL. BOX NAILS IN 3" GRID PATTERN 4 - PORTAL HEADER (SEE HEADER SCHEDULE FOR SIZE & TYPE) 5 - HOLD DOWNS (SEE FDN. PLAN) 6 - FLOOR FRAMING 7 - FOUNDATION WALL 8 - HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING 2"12"2"2"12"2"2"12"2"2"12"2" 7018 1 2 3 8 5 7 4 6 (FIELD WELD) 1/4" LEVELING PLATE KEYNOTES 1 - W10x49 COLUMN 2 - 16"X16"X1/2" PLATE W/ (4) HOLES DRILLED TO RECEIVE 5/8" THREADED ANCHORS. 3 - (4) 3/4"X12" THREADED ANCHORS 4 - ANCHOR NUT 5 - LEAVELING NUT 6 - PACK WITH NON-SHRINKING GROUT 7 - SPREAD FOOTER 8 - CONCRETE SLAB TO BE INSTALLED AFTER COLUMNS ARE SET. 16"X16"X1/2" LEVELING PLATES 1 101-STUD WALL TO CONCRETE WALL CONNECTION NOT TO SCALE 2 301-ROOF EAVE NOT TO SCALE 21 AWNING DETAIL NOT TO SCALE 22 FOUNDATION COMPACTION DETAIL NOT TO SCALE 23 ARMORY ROOF BEAM NOT TO SCALE 24 201-PORTAL WALL FRAME NOT TO SCALE 25 LEVELING PLATE NOT TO SCALE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEDETAILSSHEET TITLE:R-101 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved. 1.FIXED POSITION FIRING RANGE: ·TRAJECTORIES START AT 1' ABOVE FINISHED FLOOR, AT FIRING LINE SECONDARY TRAJECTORIES DESIGNED TO CONTAIN 6° PROJECTILE DEFLECTION. ·BAFFLE LAYOUT PROVIDES STEEL COVERAGE OF TRAJECTORY + 2" ON BAFFLE/TRAP. ·COVERAGE EXTENDS 36" BEHIND FIRING LINE, PROVIDING A 90° CONTAINMENT AREA AT FIRING LINE. ·BAFFLE ANGLE DESIGNED TO NOT EXCEED 30°. ·TARGETRY HEIGHT DESIGNED TO PLACE THE TOP OF HEAD AT 5'-10" AFF. 2.TACTICAL FIRING RANGE: ·TRAJECTORIES START AT 1' ABOVE FINISHED FLOOR, AT FURTHEST FIRING POSITION TO 10 METERS TRAJECTORIES AT 3 METER TO 10 METER LOCATIONS START AT 4' ABOVE FINISHED FLOOR SECONDARY TRAJECTORIES DESIGNED TO CONTAIN 6° PROJECTILE DEFLECTION. ·BAFFLE LAYOUT PROVIDES STEEL COVERAGE OF TRAJECTORY + 2" ON BAFFLE/TRAP. ·COVERAGE EXTENDS 36" BEHIND FIRING LINE TACTICAL ·LAYOUT PROVIDES A 90° CONTAINMENT AREA FROM THE 3 METER LINE TO THE FURTHEST FIRING POSITION. ·BAFFLE ANGLE DESIGNED TO NOT EXCEED 30°. TARGETRY HEIGHT DESIGNED TO PLACE THE TOP OF HEAD AT 5'-10" AFF. 3. CONCRETE SPECS: ·ALL CONCRETE MUST HAVE A FLATNESS TOLERANCE OF 1/8" OVER 20' (3MM OVER 6M) FOR ANY CONCRETE WORK WHERE ACTION TARGET EQUIPMENT WILL BE INSTALLED AND/OR ATTACHED (WALLS AND FLOOR). CONCRETE SURFACES MUST NOT BE CROWNED OR SLOPED UNLESS SPECIFICALLY NOTED ON ACTION TARGET DRAWINGS. ·RANGE FLOOR CONCRETE SHOULD BE 3,000 PSI MINIMUM, IDEALLY 5,000 PSI. IF CMU BLOCKS ARE USED FOR RANGE SIDE WALLS, THEY SHOULD BE HIGH DENSITY BLOCKS OF AT LEAST 4,000 PSI, CAVITIES MUST BE FILLED WITH 4,000 PSI CONCRETE. MORTAR LINES SHOULD BE "FLUSH" WITH THE BLOCK INSIDE RANGE AND NOT "INDENTED". MADISON ARMORY DESIGN CRITERIA:DISCLAIMERS: NOTICE TO BUILDER & ALL SUBCONTRACTORS THESE DOCUMENTS PROVIDE INFORMATION ONLY ABOUT ACTION TARGET'S PRODUCTS AND NOTHING MORE. IT IS THE INTENT OF ACTION TARGET THAT THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERROR. THE CUSTOMER, OWNER, BUILDER, AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS PRIOR TO THE COMMENCEMENT OF ANY WORK. ACTION TARGET IS NOT RESPONSIBLE FOR ANY ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO ACTION TARGET PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE DOCUMENTS SHOULD BE DIRECTED TO OUR OFFICE AT (801) 377-8033 IMMEDIATELY. NO BACKCHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY ACTION TARGET WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY ACTION TARGET. PAYMENTS WILL BE MADE IN ACCORDANCE WITH THE TERMS OF THE AGREEMENT ·ELECTRICAL: WHERE ELECTRICAL CONTRACTOR IS REQUIRED ALL ACTION TARGET INC. ELECTRICAL DRAWINGS WILL BE USED ONLY AS REFERENCE MATERIAL FOR THE ELECTRICAL CONTRACTOR TO UTILIZE IN THEIR DESIGN OF THE COMPLETE BUILDING / RANGE SYSTEM (UNLESS NOTED OTHERWISE.) FINAL LOCATION OF ELECTRICAL EQUIPMENT CONTAINED IN THE ACTION TARGET INC. ELECTRICAL LAYOUTS TO BE VERIFIED WITH ACTION TARGET INC., ELECTRICAL CONTRACTOR, AND CUSTOMER BEFORE INSTALLATION. ·ARCHITECTURAL: ALL BUILDING MEASUREMENTS ARE TO BE CONSIDERED ACTION TARGET INC. SUGGESTIONS, UNLESS PROPER DIMENSIONAL PLANS / INFORMATION HAS BEEN PROVIDED. ACTION TARGET INC. IS NOT LIABLE FOR ANY CONFLICTS BETWEEN ITS EQUIPMENT AND ANY VARIATIONS FROM THE BUILDING DESIGN (AS PORTRAYED FROM CUSTOMER TO ACTION TARGET INC. EITHER BY PROVIDED PLANS OR OTHER FORM OF COMMUNICATION) AND THE COMPLETED BUILDINGS DIMENSIONS AND LAYOUT. ADDITIONAL MATERIAL AND PRODUCT REDESIGN MAY BE REQUIRED IF THE STRUCTURE VARIES FROM INDICATED SIZE AND LAYOUT. ·STRUCTURAL: WHERE ENGINEER IS REQUIRED ALL ITEMS PERTAINING TO ACTION TARGET INC. MATERIALS AND EQUIPMENT, AND IT'S CONNECTION TO / SUPPORT FROM THE STRUCTURE IS TO BE VERIFY AND APPROVED BY THE ENGINEER OF RECORD. ALL ACTION TARGET INC. PLANS INDICATING ANCHOR SIZES AND CONNECTION METHOD, CONCRETE DEPTH, REBAR LAYOUTS, AND ANY OTHER ITEMS PERTAINING TO THE CONNECTION AND SUPPORT OF ACTION TARGET INC. EQUIPMENT TO BE UTILIZED BY ENGINEER AS ACTION TARGET INC.'S PREFERRED METHOD. ·USE AND REPRODUCTION: THE USE OF THESE PLANS SHALL BE RESTRICTED TO THE ORIGINAL PROJECT SITE FOR WHICH THEY WERE PREPARED. PUBLICATIONS EXPRESSLY LIMITED TO SUCH USE, RE-USE, REPRODUCTION, OR PUBLICATION BY ANY METHOD IN WHOLE OR PART IS PROHIBITED, UNLESS WRITTEN CONSENT IS PROVIDED BY ACTION TARGET INC. DRAWINGS REMAIN THE PROPERTY OF ACTION TARGET INC. WITHOUT RESERVATION. ·SHEETS Z5XX.X STANDARD DETAIL SHOWN FOR REFERENCE ONLY ACTUAL INSTALLATION MAY VARY. Z001 INDEX PAGE SHEET INDEX: GENERAL ELECTRICAL NEEDS: 1.RANGE WILL HAVE 120/240 VAC AND MULTIPLE 20 AMP CIRCUITS PROVIDED BY OTHERS IF ANY OF THE FOLLOWING CONDITIONS ARE PRESENT IN ATTACHED RANGE DESIGN: ·TARGETRY IS PRESENT. ·TARGETRY CONTROL EQUIPMENT IS PRESENT. ·STALL (AND/OR) RANGE LIGHTING IS PRESENT. ·COMMUNICATION SYSTEMS ARE PRESENT. ·A DUST COLLECTION UNIT IS PRESENT. ·AN AIR COMPRESSOR IS PRESENT 2.RANGE WILL HAVE MULTIPLE 3 PHASE 208/240/480 VAC DISCONNECTS PROVIDED BY OTHERS IF ANY OF THE FOLLOWING CONDITIONS ARE PRESENT IN ATTACHED RANGE DESIGN: ·A SCREW CONVEYOR SYSTEM IS PRESENT. (TYPICALLY UTILIZES 2 OR MORE 3HP 3 PHASE MOTORS) ·A DUST COLLECTION UNIT IS PRESENT. 3.CUSTOMER TO PROVIDE ACCESS TO INTERNET FOR ACTION TARGET EQUIPMENT. 4. - THE DENOTES HOME RUN OF CAT5e OR GREATER FROM DATA JACK LOCATION TO GENESIS RANGE SERVER PATCH PANEL. 5. - THE (XX) DENOTES PORT ID# AND CORRESPONDING PATCH PANEL WIRING LOCATION. ABBREVIATED UN-ABBREVIATED ~ APPROXIMATE / APPROXIMATELY AFF ABOVE FINISHED FLOOR APROX APPROXIMATE / APPROXIMATELY ATI ACTION TARGET INC. AWG AMERICAN WIRE GAUGE BOS BOTTOM OF STEEL BOT BOTTOM CL CENTER LINE CFM CUBIC FEET PER MINUTE DCU DUST COLLECTION UNIT EMT ELECTRICAL METALLIC TUBING EQ EQUAL / EQUALS EQ APROX EQUAL APPROXIMATE HVAC HEATING, VENTILATION, AND AIR CONDITIONING LBS POUNDS MDU MOTOR DRIVE UNIT NTS NOT TO SCALE PSI POUNDS PER SQUARE INCH RBT RUBBER BERM TRAP SCS SCREW CONVEYOR SYSTEM SPKR SPEAKER TCT TOTAL CONTAINMENT TRAP TCT 2 TOTAL CONTAINMENT TRAP VERSION 2 TCT 4 TOTAL CONTAINMENT TRAP VERSION 4 TCT 4D TOTAL CONTAINMENT TRAP VERSION 4D TYP TYPICAL UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED GSR GENESIS SERVER RACK SRAS SMART RANGE AXIS SCREEN # # #FLOOR PLAN Scale - 1/4" = 1'-0"# # # SYMBOLS & CALLOUTS # # # # DETAIL NUMBER DETAIL PAGE AREA / ITEM DETAILED PAGE NUMBER DETAIL NAME DETAIL SCALE DETAIL NUMBER PAGE NUMBER END OF DETAIL SECTION AREA DETAIL NUMBER PAGE NUMBER FULL SECTION CUT LINE 20'-0" [6.10] STANDARD METRIC (METERS) DETAIL NUMBER Z101.1 25YD RANGE PLAN Z102.1 25YD RANGE HANGING POINTS Z103.1 25YD RANGE REFLECTED CEILING PLAN ·ALL DIMENSION LINES SHOW DEFAULT OF U.S. STANDARD UNITS, WITH METRIC UNITS AS SECONDARY INDICATED BY THERE LOCATION BETWEEN THE FOLLOWING SYMBOLS [ ] SEE EXAMPLE BELOW FOR CLARIFICATION: ABBREVIATIONS: DIMENSIONS CLARIFICATION: XX XX Z301.1 25YD RANGE FIRING LINE SECTION Z301.2 25YD RANGE TARGET LINE SECTION Z301.3 50YD RANGE FIRING LINE SECTION Z101.2 50YD RANGE PLAN Z102.2 50YD RANGE HANGING POINTS Z103.2 50YD RANGE REFLECTED CEILING PLAN Z511.5 MODULAR BAFFLE (Z PURLIN) DETAILS Z511.6 TACTICAL BAFFLE (Z PURLIN) DETAILS Z511.9 TACTICAL BAFFLE CLOSURE PANEL DETAILS Z525.3 RUBBER BERM TRAP DETAILS Z531.2 PILOT DETAILS Z586.4 GUARDSMAN STALL DETAILS Z587.2 WALL PEPP (WOOD FURRING) DETAILS Z587.5 WALL RUBBER (WOOD FURRING) DETAILS Z104 25YD & 50YD TRAP FOOTPRINT Z301.4 50YD RANGE TARGET LINE SECTION Z700.1 25YD RANGE ELECTRICAL PLAN Z700.2 50YD RANGE ELECTRICAL PLAN Z702.1 RANGE ELECTRICAL SCHEMATIC Z703 SERVER RACK PORTS Z704 ELECTRICAL SCHEDULES & TABLES Z100 RANGE SITE PLAN Z302.1 25YD RANGE INSTALL DIMENSIONS Z302.2 50YD RANGE INSTALL DIMENSIONS SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z001 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedINDEX PAGE Signature: Printed Name: Date: CUSTOMER APPROVAL: NOTWITHSTANDING THE CONTRACT DOCUMENTS, APPROVAL OF THESE DRAWINGS SHALL ACT AS AN AMENDMENT TO THE PARTIES' AGREEMENT AND SUPERSEDE ALL PREVIOUS DRAWINGS. NOT FOR CONSTRUCTION Z100 1 RANGE SITE PLAN Scale - 3/32" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z100 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedRANGE SITE PLAN 25 YD RANGE SEE Z101.1 50 YD RANGE SEE Z101.2 75'-0" [25YD] 16'-0"~18'-0" TO SQUARED BACKWALL4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"26'-0"CL 78'-0" WALL SOUND ABATEMENT (PEPP) SEE Z587.2 12'-0" WALL SOUND ABATEMENT (RUBBER) SEE Z587.5 3 YD FIRING LINE FIRING LINE TARGET LINE OPTIONAL LANE LINES SHOWN FOR CLARITY ONLY -BY OTHERS GUARDSMAN STALL SYSTEM w/ FIXED TABLES SEE Z586.4 PILOT PRO (TURNING) SEE Z531.2 109'-0" PIVOT TABLE @ THIS LOCATION PIVOT TABLE @ THIS LOCATION RUBBER BERM TRAP SEE Z525.3 07 08 09 10 11 12 NOT FOR CONSTRUCTION Z101.1 1 RANGE PLAN Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z101.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE PLAN 16'-0"~150'-0" [50YD] 18'-0" TO SQUARED BACKWALL4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"CL26'-0"184'-0" OPTIONAL LANE LINES SHOWN FOR CLARITY ONLY -BY OTHERS PILOT (NON TURNING) SEE Z531.2 RUBBER BERM TRAP SEE Z525.3 50'-0" WALL SOUND ABATEMENT (PEPP) SEE Z587.2 GUARDSMAN STALL SYSTEM w/ FIXED TABLES SEE Z586.4FIRING LINE PIVOT TABLE @ THIS LOCATION PIVOT TABLE @ THIS LOCATION 04 03 02 01 05 06 TARGET LINE NOT FOR CONSTRUCTION Z101.2 1 RANGE PLAN Scale - 1/8" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z101.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE PLAN 0'-0"SQUARED BACKWALL4'-1"4'-0"4'-0"4'-0"4'-0"4'-0"26'-0"7'-6 1/2"11'-0 7/8"11'-10 1/2"15'-8 3/4"19'-3 1/8"20'-11 7/16"23'-4 5/16"26'-10 11/16"28'-7"30'-11 7/8"34'-6 1/4"36'-2 9/16"38'-7 1/2"42'-1 7/8"43'-10 3/16"46'-3 1/16"49'-9 7/16"51'-5 3/4"53'-10 5/8"57'-5"59'-1 5/16"61'-6 1/4"65'-0 5/8"66'-8 15/16"69'-1 13/16"72'-8 3/16"74'-4 1/2"76'-9 3/8"80'-3 3/4"82'-0 1/16"84'-5"87'-11 3/8"89'-8 7/8"92'-2 11/16"95'-10 9/16"910 LBS910 LBS910 LBS2133 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3008 LBS1609 LBS1199 LBS3024 LBS1609 LBS2479 LBSNOT FOR CONSTRUCTION Z102.1 1 Hanging Points Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z102.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE HANGING POINTS NOTE: WEIGHTS REFLECT ENTIRE ROW FROM INSIDE OF WALL TO INSIDE OF WALL. 4'-1"4'-0"4'-0"4'-0"4'-0"4'-0"26'-0"4'-1"0'-0"SQUARED BACKWALL8'-0"8'-0"8'-4 3/4"910 LBS11'-6 3/4"910 LBS18'-6 3/4"1354 LBS25'-6 3/8"2264 LBS28'-8 5/16"910 LBS36'-0 3/8"1354 LBS47'-1"2264 LBS50'-3"910 LBS57'-7 1/16"1354 LBS68'-7 11/16"2264 LBS71'-9 11/16"910 LBS79'-1 3/4"1354 LBS90'-2 3/8"2264 LBS93'-4 3/8"910 LBS99'-4 9/16"1354 LBS109'-1 3/8"2264 LBS112'-3 3/8"910 LBS124'-0 7/8"2264 LBS127'-2 7/8"910 LBS135'-10 7/8"2427 LBS139'-0 7/8"1073 LBS145'-3 3/16"2427 LBS148'-5 3/16"1073 LBS152'-8 1/16"2427 LBS155'-10 1/16"1073 LBS158'-6 5/16"2427 LBS161'-8 5/16"1073 LBS163'-2 15/16"2427 LBS167'-2 11/16"2145 LBS170'-10 9/16"2479 LBSNOT FOR CONSTRUCTION Z102.2 1 Hanging Points Scale - 1/8" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z102.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE HANGING POINTS NOTE: WEIGHTS REFLECT ENTIRE ROW FROM INSIDE OF WALL TO INSIDE OF WALL. 0'-0"SQUARED BACKWALL4'-1"26'-0"3/8" AR STEEL w/ PLYWOOD & FASCIA15°0°15°15°15°15°15°15°15°15°15° 3/8" AR STEEL JOINT STRIP TYP. 3/8" AR STEEL PLATE TYP. FIELD CUT ALONG WALL 15°3/8" AR STEEL w/ PLYWOOD & FASCIA3/8" AR STEEL AnT3/8" AR STEEL AnT4'-0"4'-0"4'-0"4'-0"4'-0"1'-11" ~7'-4 3/8"11'-8 3/8"19'-4"26'-11 9/16"34'-7 3/16"42'-2 3/4"49'-10 5/16"57'-5 15/16"65'-1 1/2"72'-9 1/16"80'-4 11/16"88'-0 1/4"NOT FOR CONSTRUCTION Z103.1 1 Reflected Ceiling Plan Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z103.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE REFLECTED CEILING PLAN NOTE: ALL APPROXIMATE DIMENSIONS ARE NOT VERIFIED FOR INSTALL. DIMENSIONS SHOWN ARE TO BOTTOM OF STEEL AT BOTTOM OF BAFFLE. 4'-1"4'-0"4'-0"4'-0"4'-0"4'-0"1'-11"~0'-0"SQUARED BACKWALL26'-0"3/8" AR STEEL w/ PLY & FASCIA3/8" AR STEEL w/ PLY & FASCIA3/8" AR STEEL w/ PLY & FASCIA3/8" AR STEEL w/ PLY & FASCIA3/8" AR STEEL w/ PLY & FASCIA3/8" AR STEEL w/ PLY & FASCIA3/8" AR STEEL AnTSTRUT SUPPORTSTRUT SUPPORTSTRUT SUPPORTSTRUT SUPPORT30°0° 3/8" AR STEEL JOINT STRIP TYP. 3/8" AR STEEL PLATE TYP. FIELD CUT ALONG WALL 30°30°30°30°30°30°30°30°30°STRUT SUPPORT3/8" AR STEEL AnT30°3/8" AR STEEL AnT3/8" AR STEEL AnT3/8" AR STEEL AnT3/8" AR STEEL AnT3/8" AR STEEL AnT8'-3 7/16"18'-6 3/4"25'-5"36'-0 3/8"46'-11 5/8"57'-7 1/16"68'-6 5/16"79'-1 3/4"90'-1"99'-4 9/16"109'-0"123'-11 9/16"135'-9 9/16"145'-1 7/8"152'-6 11/16"158'-4 15/16"163'-0 1/4"NOT FOR CONSTRUCTION Z103.2 1 Reflected Ceiling Plan Scale - 1/8" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z103.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE REFLECTED CEILING PLAN NOTE: ALL APPROXIMATE DIMENSIONS ARE NOT VERIFIED FOR INSTALL. DIMENSIONS SHOWN ARE TO BOTTOM OF STEEL AT BOTTOM OF BAFFLE. 0'-4" 1'-2"1'-2"3'-10" 0'-4" 10ga TRAP PLATES 10ga TRAP PLATES EXTENSION PLATE 48" PLATE 16" PLATE 48" FLOOR FIN 16" FLOOR FIN 0'-0" SQUARED BACKWALL 3'-6 1/4" 0'-3 1/8" 6'-11" 10'-3 3/4" 14'-2 1/8" 26'-0" 3'-10"3'-10"3'-10"3'-10"3'-10" CL NOT FOR CONSTRUCTION Z104 1 TRAP FOOTPRINT Scale - 1/2" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z104 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25 YD & 50 YD TRAP FOOTPRINT NOTE: ALL APPROXIMATE DIMENSIONS ARE NOT VERIFIED FOR INSTALL 4 Z525.3 3 Z525.3 3 Z525.3 3 Z525.3 2 Z525.3 16'-0" ~75'-0" [25YD] 18'-0" FROM SQUARED BACKWALL12'-0"109'-0" 3 YD FIRING LINE FIRING LINE TARGET LINE 80'-0" TRACK LENGTH 16'-1 3/8" TO END OF TRACK FROM SQUARED BACK WALL PILOT PRO (TURNING) SEE Z531.2 8'-0"PEPP0'-3 1/2"GUARDSMAN STALL SYSTEM SEE Z586.47'-8"TOP OF TRACK8'-3"B.O.S TYP.10'-3 7/16"B.O.S TYP.8'-3"B.O.SSUPPORT MEMBERS TO MEET PROVIDED HANG POINTS & WEIGHT LOADS -BY OTHERS TACTICAL BAFFLE SEE Z511.6 TACTICAL BAFFLE CLOSURE PANEL (TYP.) SEE Z511.9 8'-3 3/8"B.O.SWALL SOUND ABATEMENT (PEPP) SEE Z587.2 FIRING LINE 2 Z301.1 NOT FOR CONSTRUCTION Z301.1 2 Firing Line Section Scale - 1/2" = 1'-0" Z301.1 1 Range Section Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z301.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE FIRING LINE SECTION NOTE: SPACE BELOW STRUCTURAL MEMBER SHALL BE FREE OF OBSTRUCTIONS UNLESS COORDINATED WITH ACTION TARGET. 16'-0" ~75'-0" [25YD] 18'-0" FROM SQUARED BACKWALL12'-0"109'-0" 3 YD FIRING LINE FIRING LINE TARGET LINE 80'-0" TRACK LENGTH 16'-1 3/8" TO END OF TRACK FROM SQUARED BACK WALL ANT BAFFLE SEE Z511.6 8'-3"B.O.S TYP.10'-3 7/16"B.O.S TYP.PILOT PRO (TURNING) SEE Z531.2 3 YD FIRING LINE RUBBER BERM TRAP SEE Z525.3 4'-0"TACTICAL ANT BAFFLE SEE Z511.6 TACTICAL BAFFLE TYP. SEE Z511.6 SUPPORT MEMBERS TO MEET PROVIDED HANG POINTS & WEIGHT LOADS -BY OTHERS 7'-11 3/4"B.O.S9'-0 3/16"B.O.STARGET LINE WALL SOUND ABATEMENT (PEPP) SEE Z587.2 WALL SOUND ABATEMENT (RUBBER) SEE Z587.5 2 Z301.2 NOT FOR CONSTRUCTION Z301.2 2 TARGET LINE SECTION Scale - 1/2" = 1'-0" Z301.2 1 Range Section Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z301.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE TARGET LINE SECTION NOTE: SPACE BELOW STRUCTURAL MEMBER SHALL BE FREE OF OBSTRUCTIONS UNLESS COORDINATED WITH ACTION TARGET. 15'-11 15/16" ~ 18'-0" FROM SQUARED BACK WALL 150'-0" [50YD] FIRING LINE TARGET LINE12'-0"183'-11 15/16" 155'-0" TRACK LENGTH 16'-1 3/8" END OF TRACK FROM SQUARED BACK WALL FIRING LINE GUARDSMAN STALL SYSTEM SEE Z586.4 WALL SOUND ABATEMENT (PEPP) SEE Z587.2 SUPPORT MEMBERS TO MEET PROVIDED HANG POINTS & WEIGHT LOADS -BY OTHERS FIXED BAFFLE TYP. SEE Z511.5 SAFETY CEILING SEE Z511.5 7'-8"TOP OF TRACK8'-3"B.O.S TYP.10'-3"B.O.S TYP.8'-3"B.O.SPILOT (NON-TURNING) SEE Z531.2 NOT FOR CONSTRUCTION Z301.3 1 Range Section Scale - 1/8" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z301.3 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE FIRING LINE SECTION NOTE: SPACE BELOW STRUCTURAL MEMBER SHALL BE FREE OF OBSTRUCTIONS UNLESS COORDINATED WITH ACTION TARGET. Z301.3 2 FIRING LINE SECTION Scale - 1/2" = 1'-0" 2 Z301.3 15'-11 15/16" ~ 18'-0" FROM SQUARED BACK WALL 150'-0" [50YD] FIRING LINE TARGET LINE12'-0"183'-11 15/16" 155'-0" TRACK LENGTH 16'-1 3/8" END OF TRACK FROM SQUARED BACK WALL TARGET LINE PILOT (NON TURNING) SEE Z531.2 RUBBER BERM TRAP SEE Z525.3 26" RIGID LEG (TYP.) SEE Z531.2 7'-10"B.O.S9'-10"B.O.S8'-3"B.O.S TYP.10'-3"B.O.S TYP.ANT BAFFLE SEE Z511.5 2 Z301.4 NOT FOR CONSTRUCTION Z301.4 2 TARGET LINE SECTION Scale - 1/2" = 1'-0" Z301.4 1 Range Section Scale - 1/8" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z301.4 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE TARGET LINE SECTION NOTE: SPACE BELOW STRUCTURAL MEMBER SHALL BE FREE OF OBSTRUCTIONS UNLESS COORDINATED WITH ACTION TARGET. 0'-0"SQUARED BACK WALL7'-6 1/2"11'-0 7/8"11'-10 1/2"15'-8 3/4"19'-3 1/8"20'-11 7/16"23'-4 5/16"26'-10 11/16"28'-7"30'-11 7/8"34'-6 1/4"36'-2 9/16"38'-7 1/2"42'-1 7/8"43'-10 3/16"46'-3 1/16"49'-9 7/16"51'-5 3/4"53'-10 5/8"57'-5"59'-1 5/16"61'-6 1/4"65'-0 5/8"66'-8 15/16"69'-1 13/16"72'-8 3/16"74'-4 1/2"76'-9 3/8"80'-3 3/4"82'-0 1/16"84'-5"87'-11 3/8"89'-8 7/8"92'-2 11/16"95'-10 9/16"96'-2 1/4"MDU SUPPORT STRUT8'-1 1/4"8'-4 15/16"8'-5 5/16"10'-4 15/16"9'-5 9/16"8'-10 3/16"8'-5 9/16"9'-1 11/16"8'-2 5/16"NOT FOR CONSTRUCTION Z302.1 1 Install Dimensions Scale - 1/4" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z302.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE INSTALL DIMENSIONS 0'-0"SQUARED BACK WALL8'-4 3/4"11'-6 3/4"18'-6 3/4"25'-6 3/8"28'-8 5/16"36'-0 3/8"47'-1"50'-3"57'-7 1/16"68'-7 11/16"71'-9 11/16"79'-1 3/4"90'-2 3/8"93'-4 3/8"99'-4 9/16"10'-4 1/16"RIGID LEG STRUT9'-10 15/16"8'-1"10'-3 15/16"8'-6"109'-1 3/8"112'-3 3/8"124'-0 7/8"127'-2 7/8"135'-10 7/8"139'-0 7/8"145'-3 3/16"148'-5 3/16"152'-8 1/16"155'-10 1/16"158'-6 5/16"161'-8 5/16"163'-2 15/16"167'-2 11/16"170'-10 9/16"171'-2 1/4"MDU SUPPORT STRUT10'-3 15/16"8'-6"8'-5 5/16"8'-4 15/16"8'-1 1/4"SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z302.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE INSTALL DIMENSIONS NOT FOR CONSTRUCTION Z302.2 1 Install Dimensions Scale - 1/8" = 1'-0"MATCH LINEMATCH LINE CABLE HANGER STEEL BAFFLE PLATE JOINT STRIP STRUT ACOUSTIC TILESJOINT STRIP BAFFLE FURRING Z PURLIN PLYWOOD FASCIA ANGLE BRACKET ACOUSTIC TILES CABLE HANGER STEEL BAFFLE PLATE JOINT STRIP BAFFLE FURRING Z PURLIN STRUT PLYWOOD FASCIA ANGLE BRACKET JOINT STRIP CABLE HANGER STEEL BAFFLE PLATE JOINT STRIP STRUT B.O.S. B.O.S. 2"x2"x1/4" ANGLE BRACKET CONCRETE WEDGE ANCHOR (CONNECTION WILL VARY PER WALL MATERIAL) -BY ACTION TARGET NUT & BOLT BAFFLE PLATE JOINT STRIP SHIM Z511.5 3 4' ANT Baffle @ 30° Scale - 1-1/2" = 1'-0"Z511.5 2 4' Typical Baffle @ 30° Scale - 1-1/2" = 1'-0" Z511.5 1 8' Safety Ceiling @ 0° Scale - 1-1/2" = 1'-0" Z511.5 4 BAFFLE TO WALL CONNECTION Scale - 6" = 1'-0" NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z511.5 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedMODULAR BAFFLE (Z PURLIN) DETAILS CABLE HANGER STEEL BAFFLE PLATE STRUT BAFFLE FURRING Z PURLIN PLYWOOD FASCIA WITH ACOUSTIC TILES JOINT STRIP JOINT STRIP STEEL BAFFLE PLATE PLYWOOD FASCIA WITH ACOUSTIC TILES JOINT STRIP JOINT STRIP BAFFLE FURRING Z PURLIN STRUT CABLE HANGER ANGLE BRACKET JOINT STRIP STEEL BAFFLE PLATE CABLE HANGER JOINT STRIP STRUT BAFFLE FURRING Z PURLIN B.O.S. B.O.S. 2"x2"x1/4" ANGLE BRACKET CONCRETE WEDGE ANCHOR (CONNECTION WILL VARY PER WALL MATERIAL) NUT & BOLT BAFFLE PLATE JOINT STRIP SHIM Z511.6 3 8' ANT Baffle Scale - 1-1/2" = 1'-0" Z511.6 2 8' Typical Baffle Scale - 1-1/2" = 1'-0" Z511.6 1 8' Safety Ceiling Scale - 1-1/2" = 1'-0" Z511.6 4 BAFFLE TO WALL CONNECTION Scale - 6" = 1'-0" NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z511.6 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedTACTICAL BAFFLE (Z PURLIN) DETAILS BAFFLE CLOSURE TOP PANEL (HEIGHT 23.875, ANGLE 96) #10 TEK SCREW RELOCATE ANGLE BRACKET TO THIS LOCATION BAFFLE CLOSURE BOTTOM PANEL (HEIGHT 5.5, ANGLE 111) SAFETY CEILING TYPICAL BAFFLE BAFFLE CLOSURE TOP PANEL (HEIGHT 21.125, ANGLE 97) #10 TEK SCREW RELOCATE ANGLE BRACKET TO THIS LOCATION BAFFLE CLOSURE BOTTOM PANEL (HEIGHT 5.5, ANGLE 97) TYPICAL BAFFLE TYPICAL BAFFLE PINCH CLOSURE PANEL BETWEEN WASHER AND JOINT STRIP Z511.9 1 TACTICAL BAFFLE CLOSURE PANELS Scale - 1" = 1'-0" Z511.9 2 SAFETY CEILING CLOSURE PANEL Scale - 3" = 1'-0"Z511.9 3 TYPICAL CLOSURE PANEL Scale - 3" = 1'-0"Z511.9 4 CLOSURE PANEL CONNECTION DETAIL Scale - 1 1/2" = 1'-0" 2 Z511.9 3 Z511.9 NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z511.9 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedTACTICAL BAFFLE CLOSURE PANEL DETAILS BERM TRAP LEG (TYP) -BY ACTION TARGET FLOOR FIN -BY ACTION TARGET VERTICAL RIB (TYP) -BY ACTION TARGET BERM TRAP FIN (TYP) -BY ACTION TARGET MIN 36" CHOPPED RUBBER -BY ACTION TARGET BERM TRAP PLATE (TYP) -BY ACTION TARGET BOTTOM RIB -BY ACTION TARGET APPROX. FOOTPRINT 20'-0"APPROX. HEIGHT TO TOP OF TRAP8'-0"3' -0 " RUBBER BLOCK PAINTED RED (AS LOW RUBBER INDICATOR), IF NEEDED (WHEN TRAJECTORY IS ABOVE BERM TRAP PLATE) GLUED TO 10ga BACK PLATE.APPROX. HEIGHT OF BACK PLATE3'-0"Ø3/8" x 3" CONCRETE WEDGE ANCHOR 0'-2"0'-2" 16" AND 48" FLOOR FIN'S Ø3/8" x 3" CONCRETE WEDGE ANCHOR Ø3/8" x 5" CONCRETE WEDGE ANCHOR Ø3/8" x 5" CONCRETE WEDGE ANCHOR 10ga TRAP BACK PLATE CONCRETE ANCHOR CONCRETE ANCHOR Z525.3 1 RUBBER BERM TRAP (8' TALL OPTION) Scale - 1" = 1'-0" Z525.3 2 FLOOR FIN ANCHOR DETAIL Scale - 6" = 1'-0"Z525.3 3 LEG ANCHOR DETAIL Scale - 6" = 1'-0"Z525.3 4 BACK LEG ANCHOR DETAIL Scale - 6" = 1'-0" 2 Z525.3 3 Z525.3 4 Z525.3 3 Z525.3 3 Z525.3 Z525.3 5 TRAP BACK PLATE DETAIL Scale - 3" = 1'-0" 5 Z525.3 NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z525.3 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedRUBBER BERM TRAP DETAILS 2"x2"x1/4" ANGLE BRACKET CONCRETE WEDGE ANCHOR (CONNECTION WILL VARY PER WALL MATERIAL) SOLID STRUT 2"x2"x1/4" ANGLE BRACKET SLOTTED STRUT CONCRETE WEDGE ANCHOR (CONNECTION WILL VARY PER WALL MATERIAL) PILOT DOCK STATION DEAD STOP UNIVERSAL STALL PILOT TRACK TARGET PILOT CARRIER RIGID LEG (SIZE VARIES) DEAD STOP 3'-0" MAX SEE PLANS FOR ACTUAL LOCATION 1'-0" MIN. ANGLED MOUNTING BRACKET SPRING NUT STRUT ON BAFFLE PILOT TRACK MOUNTING BRACKET 1/2" ALLTHREAD 1/2" WASHER 1/2" NUT PILOT TRACK LEG BASE PILOT TRACK MOUNTING BRACKET 1/2" ALLTHREAD 1/2" WASHER 1/2" NUT CABLE HANGER 2" ANGLE BRACKET STRUT RUNNING FULL WIDTH OF RANGE. SPRING NUT STRUT RUN FULL WIDTH OF RANGE FOR MDU SUPPORT 1/2" X 6" BOLT PILOT DOCK STATION 4 Z531.9 Z531.2 1 PILOT SECTION VIEW Scale - 1-1/2" = 1'-0" 2 Z531.9 5 Z531.9 Z531.2 5 STRUT TO WALL CONNECTION Scale - 6" = 1'-0" Z531.2 6 STRUT TO WALL CONNECTION Scale - 6" = 1'-0" 3 Z531.9 Z531.2 2 ANGLE RIGID CONNECTION Scale - 3" = 1'-0"Z531.2 3 RIGID LEG DETAIL Scale - 3" = 1'-0" 6 Z531.9 Z531.2 4 STRUT TO PILOT MDU CONNECTION Scale - 6" = 1'-0" NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z531.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedPILOT DETAILS STALL WALL FIRING LINE FIXED OR PIVOT TABLE LANE LINE -BY OTHERS STRUT TRACK FOR CABLES AND STALL SYSTEM STABILITY FIRING LINE FIXED OR PIVOT TABLE STRUT TRACK FOR CABLES AND STALL SYSTEM STABILITY BALLISTIC OR NON BALLISTIC PANEL (2) 3/8"x3-1/2" CONCRETE WEDGE ANCHORS (2) 3/8"x3-1/2" CONCRETE WEDGE ANCHORS TARGETRY CONTROLLER TYP. MOUNTING POSITION (NOT A STANDARD STALL ITEM. OPTIONAL FOR RETRIEVERS. ALWAYS LOCATED ON SHOOTERS LEFT) STRUT TRACK FOR CABLES AND STALL SYSTEM STABILITYBALLISTIC OR NON BALLISTIC PANEL FIXED OR PIVOT TABLE Z586.4 1 STALL PLAN VIEW Scale - 1" = 1'-0" Z586.4 2 STALL SECTION VIEW Scale - 1" = 1'-0" 2 Z586.4 Z586.4 3 STALL ISO VIEW Scale - 1-1/2" = 1'-0" NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z586.4 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedGUARDSMEN STALL DETAILS 2'x4'x2" PEPP 4'-0"2'-0"2'-0"2'-0"2'-0"8'-3 1/2"7 1/2"2'-0" 1 1/2" 0'-10 1/2" 2'-0" REQUESTED LENGTH 3" WOOD SCREW EVERY 1'-0" O.C. FULL LENGTH OF WOOD 2"x4".0'-3 1/2"WALL ANCHOR (VARIES DUE TO WALL TYPE) EVERY 2'-0" ON CENTER FULL LENGTH OF WOOD 2"x4". 0'-10 1/2" 1 1/2" 0'-11 1/4" TYP. WOOD 2"x4" 2"2'-0"2'-0"2'-0"8'-3 1/2"2'X4'X2" PEPP 0'-3 1/2"1 5/8"2'-0"WOOD SCREW WALL ANCHOR FIRE TREATED WOOD 2x4 Z587.2 1 Wall PEPP (Front) Scale - 1-1/2" = 1'-0"Z587.2 2 Wall PEPP (Side) Scale - 1-1/2" = 1'-0" NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z587.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedWALL PEPP (WOOD FURRING) DETAILS 07 RCP1 AP22 50'-0" FROM SQUARED BACK WALL MOUNTED AT 9'-3" A.F.F. TO CENTER CL 4'-0"4'-0"AP 21 AP234'-0"4'-0"4'-0"4'-0"08 RCP1 09 RCP1 10 RCP1 11 RCP1 12 RCP1 NOT FOR CONSTRUCTION Z700.1 1 RANGE ELECTRICAL PLAN Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z700.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved25YD RANGE ELECTRICAL PLAN NOTE: DIMENSIONS SHOWN MUST BE VERIFIED PRIOR TO INSTALL OF RANGE COMPONENTS. 43 SRAS FINAL LOCATION TO BE DETERMINED RCP2 SR FINAL LOCATION TO BE DETERMINED. CUSTOMER TO PROVIDE EXTERNAL INTERNET CONNECTION TO FINAL LOCATION OF SR. SEE Z703 FOR SR DETAILS 01 RCP1 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"02 RCP1 03 RCP1 04 RCP1 05 RCP1 06 RCP1 CL AP19 90'-0" FROM SQUARED BACK WALL MOUNTED AT 9'-3" A.F.F. TO CENTER AP20 NOT FOR CONSTRUCTION Z700.2 1 RANGE ELECTRICAL PLAN Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z700.2 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights Reserved50YD RANGE ELECTRICAL PLAN NOTE: DIMENSIONS SHOWN MUST BE VERIFIED PRIOR TO INSTALL OF RANGE COMPONENTS. AC POWER PROVIDED BY OTHERS RETRIEVERS PROVIDED BY ACTION TARGET CONDUIT/CONTROLS PROVIDED BY OTHERS C#RECOMMENDED CONDUIT PROVIDED BY OTHERS AP 5E ACCESS PORT PROVIDED BY ACTION TARGET CAT5E JACK & WALL PLATE PROVIDED BY OTHERS DRIVE UNIT LOCATION (SETUP PER LANE) DOWN-RANGE LEFT SIDE WALL BOTH RANGES NEMA 5-15R 125V @ 2 FLA PILOT SMART DOCK 5E 5E AP SERVER RACK (SR) SRAS SERVER ROOM ROAMING TABLET CATR C2 CAT 5e (CONDUIT AS REQUIRED) C2 UP-RANGE CENTER WALL FIXED RANGE ONLY NEMA 5-20 ISOLATED GROUND 125V @ 16 FLA CAT 5e (1) HOME RUN PER AP (1" CONDUIT RECOMMENDED) CAT 5e (1) HOME RUN PER LANE (2" CONDUIT PER LANE RECOMMENDED BUT NOT REQUIRED) C3 UP-RANGE CENTER WALL TACTICAL RANGE ONLY 5EAP DOWN-RANGE RIGHT SIDE WALL BOTH RANGES 5E AP C2 5E NOT FOR CONSTRUCTION xx xx xx Z702.1 1 ELETRICAL SCHEMATIC Scale - 3/16" = 1'-0" SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z702.1 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedRANGE ELECTRICAL SCHEMATIC NOTE: SEE Z703 FOR ELECTRICAL SCHEDULES & TABLES ALL CAT5e CABLE RUNS ARE LIMITED TO 300'-0" SR TO BE LOCATED IN A CONDITIONED LOCATION CUSTOMER TO PROVIDE WIRED INTERNET ACCESS TO SR PANEL LOCATION ANY WIRE/CABLE RUNS DOWNRANGE OF FIRING LINE SHALL BE RUN IN A CONDUIT ALL DATA JACKS AND ASSOCIATED WIRING TO BE INSTALLED BY SITE ELECTRICIAN DENOTES 2 PORT DATA JACK w/ HOME RUN OF CAT5E OR GREATER FROM DATA JACK LOCATION TO SR DENOTES 1 PORT DATA JACK w/ HOME RUN OF CAT5E OR GREATER FROM DATA JACK LOCATION TO SR 125V 20A ISOLATED GROUND PILOT DOCK RCP1 RECEPTACLE FOR PILOT POWER (MOUNTED ON SAFETY CEILING ABOVE) SAFETY CEILING EDGE DATA JACK FOR PILOT DOCK (MOUNTED ON SAFETY CEILING ABOVE) 2'-5" APPROX. 2'-9" APPROX. 1 2 3 4 5 6 7 8 9 10 11 12 25 26 27 28 29 30 31 32 33 34 35 36 13 14 15 16 17 18 37 38 39 40 41 42 19 20 21 22 23 24 43 44 45 46 47 48 2'-0" (18) CAT5e CABLES PILOT PATCH PANEL PILOT 48 PORT SWITCH 8U SERVER RACK 1'-5 5/8"4'-0" A.F.F.PATCH PANEL LAYOUT - PILOT 50 YD RANGE PRODUCT LOCATION PORT ID / PATCH PANEL ID PILOT LANE 1 1A N/A PILOT LANE 2 2A N/A PILOT LANE 3 3A N/A PILOT LANE 4 4A N/A PILOT LANE 5 5A N/A PILOT LANE 6 6A N/A AP SHOOTERS LEFT 19A AP SHOOTERS RIGHT 20A SRAS CONTROL ROOM 43A PATCH PANEL LAYOUT - PILOT 25 YD RANGE PRODUCT LOCATION PORT ID / PATCH PANEL ID PILOT LANE 7 7A N/A PILOT LANE 8 8A N/A PILOT LANE 9 9A N/A PILOT LANE 10 10A N/A PILOT LANE 11 11A N/A PILOT LANE 12 12A N/A AP UPRANGE WALL 21A AP SHOOTERS LEFT 22A AP SHOOTERS RIGHT 23A NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z703 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedSERVER RACK PORTS Z703 3 SERVER RACK Scale - 6" = 1'-0" NOTE: ALL PATCH PANEL TERMINATIONS TO MATCH PATCH PANEL TERMINATION SCHEDULE. KEYSTONE ID TO MATCH PANEL ID NUMBER. Z703 1 PILOT DATA JACK LOCATIONS Scale - 1" = 1'-0" EQUIPMENT - BY OTHERS ITEM QTY PHASE VOLTS HP/AMP DESCRIPTION AP 5 SINGLE GANG WITH RJ45 CONNECTION RECOMMENDED CONDUIT SCHEDULE - BY OTHERS ITEM QTY DESCRIPTION CATR 12 CONDUIT RECOMMENDED (NOT REQUIRED) FROM EACH LANE TO SR C2 5 1" CONDUIT RECOMMENDED FROM AP's TO SR C3 1 3/4" CONDUIT RECOMMENDED FROM SR TO SRAS CONDUIT FILL SCHEDULE - BY OTHERS ITEM QTY FILL PER EACH CATR 12 (1) CAT5E OR GREATER C2 5 (1) CAT5E OR GREATER C3 1 (1) CAT5E OR GREATER EQUIPMENT POWER SCHEDULE - BY OTHERS PRODUCT LINE PRODUCT QTY PHASE VOLTS FLA TARGET RETRIEVERS PILOT 12 1 120 5 SERVER RACK SR 1 1 120 16 (w/ ISOLATED GROUND ELECTRICAL RECEPTACLE SCHEDULE - BY OTHERS ITEM QTY VOLTS RATING DESCRIPTION RCP1 12 125 20 NEMA 5-20 RATED RECEPTACLE FOR PILOT RCP2 1 125 20 NEMA 5-20 RATED ISOLATED GROUND RECEPTACLE FOR SR PILOT DATA JACK SCHEDULE 50 YD RANGE - BY OTHERS LOCATION PORT ID #1 PORT ID #2 TYPE LANE 1 1A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 2 2A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 3 3A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 4 4A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 5 5A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 6 6A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE AP SHOOTERS LEFT 19A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE AP SHOOTERS RIGHT 20A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE SRAS 43A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE EQUIPMENT - BY ACTION TARGET ITEM QTY PHASE VOLTS HP/AMP DESCRIPTION ---12 PILOT DRIVE UNIT ---1 SMART RANGE ACCESS SCREEN (SRAS) PILOT DATA JACK SCHEDULE 25 YD RANGE - BY OTHERS LOCATION PORT ID #1 PORT ID #2 TYPE LANE 7 7A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 8 8A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 9 9A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 10 10A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 11 11A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE LANE 12 12A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE AP UPRANGE WALL 21A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE AP SHOOTERS LEFT 22A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE AP SHOOTERS RIGHT 23A N/A SINGLE GANG 1 PORT KEYSTONE WITH ID PLATE NOT FOR CONSTRUCTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" Z704 MADISON ARMORY 90% SUBMITTAL NOT FOR CONSTRUCTION SAVED: 2021-07-20 11:22:27 BY: JHADERLIE AT: S:\RDT(drafting)\PROJECTS\Open\Madison Armory\CAD_Working\Madison Armory_90_Rev1.dwgProject Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: FELIX GUZMAN 05-07-2021 KVU SCOTT DESANTI IAN DAVIS REVISION DATENoBY PROJECT STATUS PROJECT NAME DRAWING NUMBER SHEET NAME SHEET NUMBER ADD CUST. BKGRNDS 1 JLH UPDATE TO 90% &07-19-2021P O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedELECTRICAL SCHEDULES & TABLES MADISON ARMORY ZM001 INDEX PAGE ZM002 HVAC GENERAL NOTES ZM003 HVAC SPECIFICATIONS ZM101.1 25YD & 50YD HVAC RANGE PLAN ZM103.1 25YD & 50YD HVAC ROOF PLAN ZM501 AIRFLOW SHEMATIC ZM502 LOW VOLTAGE SCHEMATIC ZM601 MECHANICAL SCHEDULES ZM102.1 25YD & 50YD PENETRATION PLAN ZM602 MECHANICAL DETAILS ZM301.1 50YD HVAC SECTION ZM603 MECHANICAL DETAILS SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM001 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:44:06 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM001-003-21.038.00.dwg---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedDRAWING NUMBER SHEET NAME SHEET NUMBER SHEET INDEX Signature: Printed Name: Date: CUSTOMER APPROVAL: NOTWITHSTANDING THE CONTRACT DOCUMENTS, APPROVAL OF THESE DRAWINGS SHALL ACT AS AN AMENDMENT TO THE PARTIES' AGREEMENT AND SUPERSEDE ALL PREVIOUS DRAWINGS. MECHANICAL ABBREVIATIONS INDEX AP MECHANICAL DUCT SYMBOLS DESIGN CONTACTS GENERAL NOTES: 1.EACH DRAWING HAS SPECIFIC KEYED AND GENERAL NOTES. THE NOTES ON THIS DRAWING ARE GENERAL IN NATURE AND APPLY TO WORK DESCRIBED IN ALL THE RANGE VENTILATION DRAWINGS AND SPECIFICATIONS. 2.THE RANGE VENTILATION DUCT ROUTING SHOWN IS APPROXIMATE AND DIAGRAMMATIC AND IS NOT TO BE SCALED. MINOR ALTERATIONS ARE ALLOWED TO AVOID LOCAL INTERFERENCES. WHERE FIELD CONDITIONS REQUIRE SUBSTANTIAL CHANGES TO THE DUCT LAYOUT, CHANGES MUST BE APPROVED BY ACTION TARGET. 3.THIS PROJECT AND ALL WORK SHALL CONFORM TO ALL LOCAL AND NATIONAL CODES AND STANDARDS WHICH ARE APPLICABLE TO THIS TYPE OF WORK, SOME OF WHICH ARE AS FOLLOWS: LOCAL AND NATIONAL BUILDING AND MECHANICAL CODES, NFPA, ASHRAE, SMACNA AND OTHER REGULATORY BODIES HAVING JURISDICTION OVER THIS TYPE OF WORK. ALL SYSTEMS INCLUDING MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE ASSOCIATED CODES AND REGULATIONS OF GOVERNING BODIES, CODES AND REGULATIONS OF THE ASSOCIATED MUNICIPAL, STATE AND FEDERAL AUTHORITIES. 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, LICENSES, AND UTILITY SERVICE AGREEMENTS RELATED TO THE INSTALLATION, COMMISSIONING, TESTING AND BALANCING FOR THE COMPLETION OF THIS WORK. THE CONTRACTOR SHALL ASSIST AND WORK WITH THE OWNER TO OBTAIN OWNER SPECIFIC PERMITS, LICENSES AND AGREEMENTS. 5.THE CONTRACTOR SHALL COORDINATE THE RANGE VENTILATION WORK WILL ALL BUILDING PLUMBING, ELECTRICAL, AND STRUCTURAL TRADES TO PROVIDE ALL THE NECESSARY UTILITY CONNECTIONS FOR THE RANGE VENTILATION EQUIPMENT. COORDINATE THIS WORK WITH ALL OTHER TRADES IN ORDER TO RESOLVE ANY CONFLICTS THAT MIGHT ARISE DUE TO THE INSTALLATION AND LOCATION OF DUCTWORK, PIPING, CONTROLS OR EQUIPMENT THAT IS TO BE INSTALLED AS PART OF THIS PROJECT. 6.THE GENERAL CONTRACTOR OR OTHER DIVISIONS WILL INSURE THAT THE RANGE ENVELOPE IS SEALED TIGHT TO MAINTAIN THE REQUIRED NEGATIVE SPACE PRESSURE AS SPECIFIED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 7.ALL WALL AND ROOF PENETRATIONS FOR DUCTWORK AND OTHER RELATED OPENINGS SHALL BE COMPLETED BY THE GENERAL CONTRACTOR OR BY THE OWNER. PROVIDE ROOF CURBS FOR ALL ROOF DUCT PENETRATIONS AND FLASH WATER TIGHT. 8.THE EQUIPMENT PADS AND STRUCTURAL SUPPORTS WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR OR BY THE OWNER. 9.DUCTWORK, PIPING, CONTROLS AND EQUIPMENT INCLUDING FILTER HOUSING SHALL BE INSTALLED SUCH THAT THEY CAN BE SERVICED AND REPAIRED OR REPLACED BY ANY PERSON ASSOCIATED WITH THIS PROJECT, INCLUDING THE OWNER AND THE OWNERS REPRESENTATIVE. 10.ALL DUCTWORK, SUPPLY, EXHAUST AND RETURN SHALL BE SEALED AS DESCRIBED IN THE DRAWINGS AND IN THE SPECIFICATIONS AND PER SMACNA STANDARDS. 11.ALL DUCTWORK NEEDS TO BE RATED AT A MINIMUM OF 2” WC STATIC PRESSURE. THE DUCTWORK CONNECTING TO THE RANGE EXHAUST FANS AND THE FILTER HOUSING IS RATED AT A MINIMUM OF -8” WC STATIC PRESSURE. SEE DRAWINGS AND SPECIFICATIONS AND SMACNA STANDARDS FOR THE CONSTRUCTION AND INSTALLATION OF ALL DUCTWORK. 12.ALL DUCTWORK SIZES ARE INSIDE CLEAR DIMENSIONS. IF INSULATION LINING IS NOTED THE DUCTWORK SHALL BE INCREASED IN SIZE TO ALLOW FOR THE INSULATION. 13.ALL DUCTWORK ELBOWS SHALL BE RADIUS ELBOWS UNLESS NOTED OTHERWISE. WHERE SQUARE ELBOWS ARE SHOWN THEY SHALL HAVE SINGLE BLADE TURNING VANES. ROUTE ALL DUCTWORK AS HIGH AS POSSIBLE ABOVE BALLISTIC BAFFLES. COORDINATE DUCT INSTALL WITH CEILING SUPPORT SYSTEM. DUCTWORK SIZE CHANGES ARE ALLOWED AS LONG AS THE FREE AREA IS NOT REDUCED. SUBMIT COORDINATED SHEET METAL SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION OF DUCTWORK SYSTEMS. SHOP DRAWINGS SHALL BE APPROVED BY ACTION TARGET INC (ATI). ALL OFF- SETS, RISERS OR DROPS ARE TO BE INDICATED ON THE SHOP DRAWINGS. 14.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT AND WIRING FROM THE POWER SOURCES TO THE EQUIPMENT DISCONNECT AND FROM THE DISCONNECT SWITCHES TO STARTERS AND FROM STARTERS TO THE EQUIPMENT. 15.ALL HIGH VOLTAGE CONDUITS AND WIRING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 16.ALL LOW VOLTAGE CONDUITS AND WIRING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 17.AUTOMATIC CONTROL DEVICES, SUCH AS TEMPERATURE SENSORS, RELAYS AND PRESSURE SWITCHES WHICH ARE ASSOCIATED WITH THIS WORK AND THESE SYSTEMS AND SHALL BE FURNISHED AND INSTALLED BY THIS DIVISION. 18.ALL CONTROL WIRING SHALL BE RUN CONCEALED WHEN POSSIBLE. WIRING IN WALLS SHALL BE IN CONDUIT. ALL CONTROL WIRING SHALL BE PLENUM RATED. CONTROL WIRING IN EXPOSED AREAS SHALL BE RUN IN CONDUIT. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODES AND ANY OTHER LOCAL OR STATE CODES. 19.FIELD VERIFY LOCATIONS OF ALL RANGE MECHANICAL EQUIPMENT, ROOF PENETRATIONS, AND DEVICES PRIOR TO FABRICATION OR STARTING NEW WORK. MECHANICAL CONTRACTOR SHALL COORDINATE WITH OWNERS GENERAL CONTRACTOR AND STRUCTURAL ENGINEER ALL SUPPORTING STEEL FOR MECHANICAL EQUIPMENT. GENERAL CONTRACTOR TO FURNISH AND INSTALL SUPPORT ANGLES AND SUPPORT BEAMS FOR MECHANICAL EQUIPMENT. 20.THE CONTRACTOR SHALL INSTALL THE RANGE MECHANICAL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION GUIDELINES AND STANDARDS. MAINTAIN THE MANUFACTURER'S OPERATIONAL AND SERVICE CLEARANCES AROUND EQUIPMENT. 21.ALL RANGE MECHANICAL SYSTEMS SHALL BE TESTED, COMMISSIONED AND SHALL BE COMPLETE AND FUNCTIONAL AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF TWELVE (12) MONTHS FROM DATE OF FINAL ACCEPTANCE. 22.THIS WORK SHALL INCLUDE ALL THE PRODUCTS AND EQUIPMENT FOR COMPLETE AND FUNCTIONAL SYSTEMS FOR THE AREAS INDICTED IN THESE DOCUMENTS. OWNER/CONTRACTOR TO PROVIDE · · STRUCTURAL · · · · ELECTRICAL · · · · · MECHANICAL · MISCELLANEOUS · · · · · · · · · ATTENTION: REQUIRED INFORMATION: THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE PROVIDED TO SHOW GENERAL INTENT OF THE VENTILATION EQUIPMENT AND DUCT LAYOUT. ACTUAL EQUIPMENT AND DUCT SIZE WILL BE DETERMINED DURING DETAILED DESIGN AND MAY VARY FROM THE SIZES SHOWN ON THESE DRAWINGS. ACTION TARGET'S DESIGNERS/ENGINEERS WILL NEED TO COORDINATE WITH THE CUSTOMER'S STRUCTURAL ENGINEER, ARCHITECT, AND CONTRACTOR THE LAYOUT OF THE VENTILATION SYSTEM AND SCOPE OF WORK. PROVIDE ACTION TARGET WITH BUILDING DRAWINGS OF THE RANGE SPACE. PLANS AND SECTION VIEWS IN AUTOCAD FORMAT. (PDF FILES OR HAND SKETCHES ARE REQUIRED WHEN AUTOCAD FILES ARE NOT AVAILABLE.) ACTION TARGET ROUTES VENTILATION DUCTING BETWEEN THE STEEL BAFFLES AND THE BOTTOM OF THE RANGE CEILING STRUCTURE. THE MINIMUM CLEAR DISTANCE FROM THE FLOOR TO THE BOTTOM OF THE RANGE ROOF STRUCTURAL MEMBERS (TRUSSES, ETC.) IS 14'-0". COMPLETE ACTION TARGET HVAC SURVEY WITH SALES ASSOCIATE AND/OR PROJECT MANAGER. ALL PERMITS AND LICENSES PERTAINING TO PROJECT. STRUCTURAL SUPPORT OF MECHANICAL VENTILATION EQUIPMENT. CONCRETE EQUIPMENT PADS FOR MECHANICAL VENTILATION EQUIPMENT, IF APPLICABLE. WALL PENETRATIONS FOR VENTILATION DUCTING ROOF PENETRATIONS, PATCHING, AND ROOFING AROUND DUCT ROOF CURBING AND EQUIPMENT SUPPORTS OF MECHANICAL EQUIPMENT. FLASH AND WATER TIGHT SEAL. MATERIAL AND INSTALL OF HIGH AND LOW VOLTAGE WIRE AND CONDUIT FOR VENTILATION EQUIPMENT. ELECTRICAL DISCONNECTS FOR MECHANICAL EQUIPMENT. DEDICATED 120V CIRCUIT TO VENTILATION CONTROL PANEL. INSTALLATION OF ATI PROVIDED VFD'S AND CONTROL/RANGE DISPLAY PANELS. INTERNET STATIC IP ADDRESS FOR REMOTE CONTROL ACCESS. CAT5 CABLE TO RANGE CONTROL PANEL. ALL GAS PIPE (SIZED FOR MECHANICAL EQUIPMENT), REGULATORS & FINAL CONNECTIONS AND HOOKUPS FOR RANGE MECHANICAL EQUIPMENT PROVIDE AN AIR TIGHT RANGE ENVELOPE. SEAL ALL HOLES, PENETRATIONS, DOORWAYS, DOOR JAMS, AND OPENINGS IN RANGE WALLS, WALL TO ROOF CONNECTIONS, AND ALL ROOF OPENINGS. T-BAR CEILING BETWEEN SAFETY CEILING AND RANGE DIFFUSERS. ANY FIRE/SMOKE DEVICES REQUIRED BY LOCAL JURISDICTION. NOTE: THIS LIST IS PROVIDED TO IDENTIFY AND COORDINATE THE SCOPE OF WORK FOR THE RANGE VENTILATION SYSTEM. A COMPLETE AND DETAILED LIST WILL BE PROVIDED UPON CONTRACT. MECHANICAL CALLOUTS SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM002 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:44:06 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM001-003-21.038.00.dwg---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedDRAWING NUMBER SHEET NAME SHEET NUMBER SYMBOLS, ABBREVIATIONS, & NOTES · ALL DIMENSIONS SHOWN ARE IN FEET AND INCHES. IT SHALL BE THE RESPONSIBILITY OF THE AWARDED CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS OF THE SYSTEMS OUTLINED WITHIN THESE BID SPEC DOCUMENTS. SHOP DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO: EQUIPMENT CUT SHEETS, MATERIALS CUT SHEETS, EQUIPMENT LOCATIONS AND DIMENSIONS, DUCTWORK ROUTING AND DIMENSIONS, HANGING/BRACING/MOUNTING METHODS, CONTRACTOR CERTIFICATIONS, ETC. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ACQUISITION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRED. SPECIFICATIONS: 1.SECTION 23000 GENERAL REQUIREMENTS. 2.THIS WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, FIXTURES, AND DEVICES FOR THE ENTIRE MECHANICAL WORK AND A COMPLETE OPERATING AND TESTED INSTALLATION AS REQUIRED FOR THIS PROJECT. 3.ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL AND STATE RULES AND REGULATIONS APPLICABLE TO THE TRADE AFFECTED. AFTER ENTERING INTO THIS CONTRACT, THE CONTRACTOR WILL COMPLETE ALL WORK NECESSARY TO MEET THESE REQUIREMENTS WITHOUT EXTRA EXPENSES TO THE OWNER. 4.APPLICABLE CODES SHALL BE THE LATEST EDITION OF IBC, IMC, IPC, AND IFC. INDUSTRY STANDARDS SHALL BE AS FOLLOWS: ARI, ADC, AMCA, AGA, ANSI, ASHRAE, ASME, ASTM, AWWA, ETL, IEEE, NFPA, NEC, NEMA, NESC OSHA, SMACNA, AND UL. 5.THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS TO PERFORM THIS WORK. 6.SHOP DRAWINGS AND COORDINATION DRAWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER AND ATI FOR REVIEW AND MUST BE COORDINATE WITH ALL OTHER TRADES. SHOP DRAWINGS SHALL INCLUDED PLANS, ELEVATIONS, SECTIONS AND INDICATE PRESSURE CLASS. DRAWINGS SHALL ALSO INCLUDE FITTINGS, REINFORCING AND SPACING, SEAM AND JOINT CONSTRUCTION DETAILS. PENETRATIONS THROUGH PARTITIONS AND FIRE-RATE WALLS SHALL BE INDICATED. HANGERS AND SUPPORTS WITH BUILDING ATTACHMENT AS WELL AS VIBRATION ISOLATION SHALL ALSO BE INCLUDED. SHEETMETAL SHOP DRAWINGS WILL BE REQUIRED FOR ALL DUCTWORK IN THE ENTIRE BUILDING. THESE DRAWINGS SHALL BE COORDINATED WITH ALL PIPING, CONDUIT, VALVES, EQUIPMENT AND DUCTWORK. 7.THE CONTRACT DRAWINGS SHOW THE GENERAL DESIGN ARRANGEMENTS AND THE EXTENT OF THE SYSTEMS. THE DRAWINGS MAY INCLUDE DETAILS THAT SHOW MORE NEARLY EXACT LOCATIONS AND ARRANGEMENTS; HOWEVER, THE LOCATIONS ARE SHOWN DIAGRAMMATICALLY, AND ARE TO BE REGARDED AS GENERAL. IT SHALL BE THE WORK OF THIS CONTRACTOR TO MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE COMPONENTS AND SYSTEMS FIT. THE DRAWINGS SHALL NOT BE SCALED FOR ROUGHING IN MEASUREMENTS NOR SHALL THEY BE USED AS SHOP DRAWINGS. 8.EXISTING CONDITIONS SHALL BE CAREFULLY EXAMINED BY THIS CONTRACTOR. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SERVICES AND UNDERSTAND THE STRUCTURAL AND ELECTRICAL DRAWINGS AND REQUIREMENTS NEEDED TO COMPLETE THIS WORK. 9.THE EQUIPMENT CAPACITIES SHOWN FOR THE EQUIPMENT IS THE MINIMUM ACCEPTABLE. ALL EQUIPMENT SUBMITTALS SHALL GIVE THE SPECIFIED CAPACITY AND PERFORMANCE AT THE GIVEN JOB-SITE ELEVATION. 10.ALL EQUIPMENT SHALL BE FURNISHED AND INSTALLED STRUCTURALLY ADEQUATE TO WITHSTAND THE SEISMIC FORCES AS OUTLINED IN THE INTERNATIONATIONAL BUILDING CODE AND THE SMACNA GUIDELINES FOR THE AREA WHICH THIS PROJECT IS BEING CONSTRUCTED. 11.THE CONTRACTOR SHALL REFER TO OTHER DRAWINGS AND PARTS OF THIS SPECIFICATION THAT COVER WORK OF OTHER TRADES THAT IS CARRIED ON IN CONJUNCTION WITH THE MECHANICAL WORK SUCH THAT ALL WORK CAN PROCEED WITHOUT INTERFERENCE RESULTING FORM LACK OF COORDINATION. THE CEILING CAVITY MUST BE CAREFULLY REVIEWED AND COORDINATED WITH ALL TRADES. THIS CONTRACTOR SHALL INSURE THAT THE INSTALLATION OF ALL DUCTWORK, PIPING AND EQUIPMENT IS IN COMPLIANCE WITH ARTICLES 110-16 AND 384-4 OF THE NATIONAL ELECTRICAL CODE RELATIVE TO PROPER CLEARANCES IN FRONT OF AND OVER ALL ELECTRICAL PANELS AND EQUIPMENT. NO PIPING OR DUCTWORK SHALL BE ALLOWED TO RUN OVER ELECTRICAL PANELS. 12.THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF A SATISFACTORY PIECE OF WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. HE SHALL PROVIDE AS A PART OF HIS WORK AND WITHOUT EXPENSE, ALL INCIDENTAL ITEMS REQUIRED EVEN THOUGH THESE ITEMS ARE NOT PARTICULARLY SPECIFIED OR INDICATED. THE INSTALLATION SHALL BE MADE SO THAT SEVERAL COMPONENT PARTS WILL FUNCTION TOGETHER AS A WORKABLE SYSTEM AND SHALL BE LEFT WITH ALL EQUIPMENT PROPERLY ADJUSTED AND IN WORKING ORDER. THE CONTRACTOR SHALL FAMILIARIZE THE OWNER’S REPRESENTATIVE WITH MAINTENANCE AND LUBRICATION INSTRUCTIONS AS PREPARED BY THE CONTRACTOR AND SHALL EXPLAIN AND FULLY INSTRUCT HIM RELATIVE TO OPERATING, SERVICING, AND MAINTENANCE OF EACH ITEM. 13.WORKMANSHIP SHALL BE THE BEST QUALITY OF ITS KIND FOR THE RESPECTIVE INDUSTRIES, TRADE, CRAFTS, AND PRACTICES, AND SHALL BE ACCEPTABLE IN EVERY RESPECT TO THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, AND OSHA SAFETY REQUIREMENTS IN PERFORMANCE WITH THIS WORK. 14.THE ACCESS TO EQUIPMENT SHOWN ON THE DRAWINGS IS THE MINIMUM ACCEPTABLE SPACE REQUIREMENTS. ALL OPEN DUCT AND PIPE OPENINGS SHALL BE ADEQUATELY COVERED AT ALL TIME TO PREVENT ITEMS FROM ENTERING. 15.NO CUTTING OR DRILLING IN STRUCTURAL MEMBERS SHALL BE DONE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 16.ALL FLOOR MOUNTED MECHANICAL EQUIPMENT SHALL BE SET ON 6-INCH HIGH CONCRETE BASE, UNLESS OTHERWISE NOTED OR SHOWN ON DRAWINGS. THE UNISTRUT INSERT OF DUCTWORK AND PIPING SYSTEMS SHALL INCLUDE ALL INSERTS, VERTICAL SUPPORTS, HORIZONTAL SUPPORT MEMBERS, CLAMPS, HANGERS, ROLLERS, BOLTS, NUTS AND ANY OTHER ACCESSORY ITEMS FOR A COMPLETE SUPPORTING SYSTEM. 17.UPON COMPLETION OF THIS WORK REMOVE ALL SURPLUS MATERIAL AND RUBBISH RESULTING FROM THIS WORK AND LEAVE THE PREMISES IN A CLEAN AND ORDERLY CONDITION. 18.THE ENTIRE MECHANICAL SYSTEM INCLUDING PLUMBING AND HVAC SYSTEMS SHALL BE QUITE IN OPERATION. THE CONTRACTOR SHALL MAKE PROMPTLY AND FREE OF CHARGE, UPON NOTICE FROM THE OWNER, ANY NECESSARY REPAIRS DUE TO DEFECTIVE WORKMANSHIP OR MATERIALS THAT MAY OCCUR DURING A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 19.PRE FILTERS USED DURING CONSTRUCTION AND TESTING SHALL BE REPLACED PRIOR TO TURNING THE SYSTEM OVER TO THE OWNER. 20.SECTION 230100 OPERATION AND MAINTENANCE MANUALS 21.THE CONTRACTOR SHALL TURN OVER TO THE OWNER THE OPERATION AND MAINTENANCE MANUALS WITH THE BALANCING REPORTS. THE MANUALS SHALL INCLUDE AIR-BALANCING REPORTS, SYSTEM COMMISSIONING PROCEDURES, START-UP TESTS AND REPORTS. ALSO INCLUDED SHALL BE THE EQUIPMENT AND SYSTEM PERFORMANCE TEST REPORTS AND WARRANTIES. 22.SECTION 233001 METAL DUCTS. 23.THIS SECTION INCLUDES RECTANGULAR AND ROUND METAL DUCTWORK FOR VENTILATING, AIR CONDITIONING SYSTEMS IN PRESSURE CLASSES FROM MINUS 2 INCHES TO PLUS 10 INCHES WATER GAGE. 24.THE DUCT SYSTEM DESIGNS, AS INDICATED, HAVE BEEN USED TO SELECT AND SIZE AIR MOVING AND DISTRIBUTION EQUIPMENT AND OTHER COMPONENTS OF THE HVAC AIR SYSTEM. CHANGES OR ALTERATIONS TO THE LAYOUT OR CONFIGURATION OF THE DUCT SYSTEM MUST BE SPECIFICALLY APPROVED IN WRITING. APPROVED LAYOUT MODIFICATIONS PROPOSED MUST BE WITHOUT INCREASING THE SYSTEM TOTAL STATIC PRESSURE. 25.THE GENERAL FABRICATION REQUIREMENTS SHALL ALSO COMPLY WITH ALL SMACNA’S HVAC DUCT CONSTRUCTION STANDARDS. CONSTRUCTION SHALL BE BASED ON STATIC PRESSURES INDICATED ON THE SCHEDULES, DRAWINGS AND SPECIFICATIONS. TYPICAL TOTAL STATIC PRESSURE OF THE SUPPLY FAN SYSTEMS ARE IN THE 3.5” RANGE AND THE EXHAUST SYSTEMS ARE TYPICALLY IN THE 7.5” RANGE, SEE SCHEDULES FOR EXACT PRESSURES. COMPLIANCE OF THIS WORK SHALL ALSO CONFORM TO NFPA STANDARD 90A. 26.TRANSVERSE JOINTS: SELECT JOINT TYPES AND FABRICATE ACCORDING TO “SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” FIGURE 2-1, RECTANGULAR DUCT/TRANSVERSE JOINTS FOR STATIC-PRESSURE CLASS AS REQUIRED FOR THIS PROJECT, APPLICABLE SEALING REQUIREMENTS, MATERIALS INVOLVED, DUCT SUPPORT INTERVALS, AND OTHER PROVISIONS ARE TO BE PER THE SMACNA STANDARDS. 27.LONGITUDINAL SEAMS: SELECT SEAM TYPES AND FABRICATE ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” FIGURE 2-2, “RECTANGULAR DUCT/LONGITUDINAL SEAMS,” FOR STATIC-PRESSURE CLASS FOR THIS PROJECT, APPLICABLE SEALING REQUIREMENTS, MATERIALS INVOLVED, DUCT-SUPPORT INTERVALS, AND OTHER PROVISIONS ARE TO BE PER THE SMACNA STANDARDS. 28.ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, AND OTHER DUCT CONSTRUCTION: SELECT TYPES AND FABRICATE ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” CHAPTER 4, “FITTINGS AND OTHER CONSTRUCTION” FOR STATIC-PRESSURE CLASS FOR THIS PROJECT, APPLICABLE SEALING REQUIREMENTS, MATERIALS INVOLVED, DUCT-SUPPORT INTERVALS, AND OTHER PROVISIONS ARE TO BE PER SMACNA STANDARDS. 29.ROUND DUCTS AND FITTINGS, GENERAL FABRICATION REQUIREMENTS: COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” CHAPTER 3, “ROUND, OVAL, AND FLEXIBLE DUCT” BASED ON INDICATED STATIC-PRESSURE CLASS FOR THIS PROJECT. 30.TRANSVERSE JOINTS: SELECT JOINT TYPES AND FABRICATE ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” FIGURE 3-1, “ROUND DUCT TRANSVERSE JOINTS,” FOR STATIC PRESSURE CLASS FOR THIS PROJECT, APPLICABLE SEALING REQUIREMENTS, MATERIALS INVOLVED, DUCT-SUPPORT INTERVALS, AND OTHER PROVISIONS PER SMACNA STANDARDS. 31.LONGITUDINAL SEAMS: SELECT SEAM TYPES AND FABRICATE ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE”, FIGURE 3-2, “ROUND DUCT LONGITUDINAL SEAMS,” FOR STATIC-PRESSURE CLASS FOR THIS PROJECT APPLICABLE SEALING REQUIREMENTS, MATERIALS INVOLVED DUCT-SUPPORT INTERVALS, AND OTHER PROVISIONS AS PER SMACNA STANDARDS. 32.TEES AND LATERALS: SELECT TYPES AND FABRICATE ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” FIGURE 3-5, “90 DEGREE TEES AND LATERALS,” AND FIGURE 3-6 “CONICAL TEES,” FOR STATIC-PRESSURE CLASS PER THIS PROJECT, APPLICABLE SEALING REQUIREMENTS, MATERIALS INVOLVED, DUCT-SUPPORT INTERVALS, AND OTHER PROVISIONS PER SMACNA STANDARDS. 33.SHEET METAL MATERIALS, GENERAL MATERIAL REQUIREMENTS: COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE” FOR ACCEPTABLE MATERIALS, MATERIAL THICKNESS, AND DUCT CONSTRUCTION METHODS UNLESS OTHERWISE INDICATED. SHEET METAL MATERIALS SHALL NEW PRODUCT WITHOUT IMPERFECTIONS. GALVANIZED SHEET STEEL: COMPLY WITH ASTM A 653. GALVANIZED COATING DESIGNATION: G60. REINFORCEMENT SHAPES AND PLATES: COMPLY WITH ASTM A 36, STEEL PLATES, SHAPES, AND BARS: BLACK AND GALVANIZED. TIE RODS: GALVANIZED STEEL, ¼-INCH MINIMUM DIAMETER FOR LENGTHS 36 INCHES OR LESS; ⅜-INCH MINIMUM DIAMETER FOR LENGTHS LONGER THAN 36 INCHES. 34.SEALANT AND GASKETS, GENERAL SEALANT AND GASKET REQUIREMENTS: SURFACE-BURNING CHARACTERISTICS FOR SEALANTS AND GASKETS SHALL HAVE A MINIMUM FLAME-SPREAD INDEX OF 25 AND A MAXIMUM SMOKE DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO UL723; CERTIFIED BY AN NRTL. USE A TWO PART TAPE SEALING SYSTEM OR A WATER BASED JOINT AND SEAM SEALANT. FLANGED JOINT SEALANT SHALL COMPLY WITH ASTM C 920. 35.HANGERS AND SUPPORTS, HANGER RODS: CADMIUM-PLATED STEEL RODS AND NUTS. STRAP AND ROD SIZES: COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” TABLE 5-1, “RECTANGULAR DUCT HANGERS MINIMUM SIZE,” AND TABLE 5-2, “MINIMUM HANGER SIZES FOR ROUND DUCT.” 36.STEEL CABLES FOR GALVANIZED-STEEL DUCTS: GALVANIZED STEEL COMPLYING WITH ASTM A 603.STEEL CABLE END CONNECTIONS: CADMIUM-PLATED STEEL ASSEMBLIES WITH BRACKETS, SWIVEL, AND BOLTS DESIGNED FOR DUCT HANGER SERVICE: WITH AN AUTOMATIC-LOCKING AND CLAMPING DEVICE.DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF-TAPPING METAL SCREWS: COMPATIBLE WITH DUCT MATERIALS. 37.TRAPEZE AND RISER SUPPORTS FOR GALVANIZED-STEEL DUCTS SHALL BE USED AS NEED AND ARE TO BE GALVANIZED - STEEL SHAPES AND PLATES. WIRE HANGERS ARE NOT ALLOWED. USE THREADED ROD TO STEEL JOIST WITH ANVIL STEEL WASHERS AND DOUBLE NUT CONNECTION. ONE INCH 18 GA GALVANIZED STEEL STRAPS ARE ALLOWED FOR SMALLER SINGLE RUN DUCTWORK. 38.INSTALL DUCTS ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE” UNLESS OTHERWISE INDICATED. DUCTWORK IS TO BE INSTALLED WITH FEWEST JOINTS AS POSSIBLE. SHOP AND PRE FABRICATED THE FITTINGS WHENEVER POSSIBLE. PREFABRICATED FITTINGS ARE TO BE USED FOR CHANGES IN DIRECTIONS AND BRANCH CONNECTIONS. UNLESS OTHERWISE INDICATED, INSTALL DUCTS VERTICALLY AND HORIZONTALLY, AND PARALLEL AND PERPENDICULAR TO BUILDING LINES AND WALLS. INSTALL DUCTS WITH A CLEARANCE AT LEAST 1 INCH, PLUS ALLOWANCE FOR INSULATION THICKNESS WHEN NOTE IN THE SPECIFICATIONS OR DRAWINGS. WHERE DUCTS PASS THROUGH EXTERIOR WALLS AND ARE EXPOSED TO THE OUTSIDE OR VIEW, COVER THE OPENING BETWEEN THE WALL AND DUCT OR DUCT INSULATION WITH SHEET METAL FLANGES OF SAME METAL THICKNESS AS THE DUCT. OVERLAP OPENINGS ON FOUR SIDES BY AT LEAST 1-½ INCHES. DURING CONSTRUCTION PROTECT DUCT INTERIORS FROM MOISTURE, CONSTRUCTION DEBRIS AND DUST, AND OTHER FOREIGN MATERIALS AT ALL TIMES. 39.DUCT SEALING SHALL BE FOR THE DUCT STATIC PRESSURES, SEAL CLASSES, AND LEAKAGE CLASSES SPECIFIED IN “DUCT CONSTRUCTION SCHEDULE” ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE.” THE CONTRACTOR SHALL COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” CHAPTER 5, “HANGERS AND SUPPORTS.” 40.THIS CONTRACTOR NEEDS TO GET APPROVAL FROM THE STRUCTURAL ENGINEER ON ATTACHMENT SELECTION AND SPACING OF THE SYSTEMS HE WANTS TO INSTALL AND THE SUPPORTING OF THE DUCTWORK FROM THE STRUCTURE. BUILDING ATTACHMENTS SHALL BE CONCRETE INSERTS, POWDER-ACTUATED FASTENERS, OR STRUCTURAL-STEEL FASTENERS APPROPRIATE FOR CONSTRUCTION MATERIALS TO WHICH HANGERS ARE BEING ATTACHED. IF CONSTRUCTION PHASING ALLOWS INSTALL CONCRETE INSERTS BEFORE PLACING CONCRETE IT IS PREFERRED. POWDER-ACTUATED CONCRETE FASTENERS ARE TO BE INSTALLED AFTER CONCRETE IS PLACED AND COMPLETELY CURED. ONLY USE POWDER-ACTUATED CONCRETE FASTENERS FOR STANDARD-WEIGHT AGGREGATE CONCRETE OR FOR SLABS MORE WHICH HAVE A THICKNESS GREATER THAN 4 INCHES. POWDER-ACTUATED CONCRETE FASTENERS ARE NOT TO BE USED FOR LIGHTWEIGHT-AGGREGATE CONCRETES OR FOR SLABS LESS THAN 4 INCHES THICK. 41.HANGER SPACING: COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” TABLE 5-1, “RECTANGULAR DUCT HANGERS MINIMUM SIZE,” AND TABLE 5-2, “MINIMUM HANGER SIZES FOR ROUND DUCT,” FOR MAXIMUM HANGER SPACING; INSTALL HANGERS AND SUPPORTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OF EACH BRANCH INTERSECTION. IF THE HANGERS ARE EXPOSED TO VIEW THEY SHALL BE THREADED ROD AND ANGLE OR CHANNEL SUPPORTS. INSTALL UPPER ATTACHMENTS TO STRUCTURES. SELECT AND SIZE UPPER ATTACHMENTS WITH PULL-OUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. 42.COORDINATE DUCT INSTALLATIONS AND SPECIALTY ARRANGEMENTS WITH DRAWINGS. MAKE DUCTWORK CONNECTIONS TO EQUIPMENT WITH FLEXIBLE CONNECTORS FOR THE RATED PRESSURE AND USE INDOOR OR OUTDOOR. COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE” FOR BRANCH, OUTLET AND INLET, AND FAN OR UNIT CONNECTIONS. 43.FABRICATE DUCTS WITH GALVANIZED SHEET STEEL EXCEPT AS OTHERWISE INDICATED AND AS FOLLOWS: ELBOW CONFIGURATION - RECTANGULAR DUCT: COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” FIGURE 4-2 “RECTANGULAR ELBOWS.” BRANCH CONFIGURATION - RECTANGULAR DUCT: COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE,” FIGURE 4-6, “BRANCH CONNECTIONS.” RECTANGULAR MAIN TO RECTANGULAR BRANCH: 45-DEGREE ENTRY.RECTANGULAR MAIN TO ROUND BRANCH PROVIDE A 45 DEGREE TYPE TAKE-OFF. 44.SECTION 233300 AIR DUCT ACCESSORIES. 45.GENERAL, COMPLY WITH NFPA 90A, “INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS,” AND WITH NFPA 90B, “INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS.” COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE”FOR ACCEPTABLE MATERIALS, MATERIAL THICKNESSES, AND DUCT CONSTRUCTION METHODS UNLESS OTHERWISE INDICATED. SHEET METAL MATERIALS SHALL BE FREE OF PITTING, SEAM MARKS, STAINS, DISCOLORATIONS, AND OTHER IMPERFECTIONS. MATERIALS, GALVANIZED SHEET STEEL: COMPLY WITH ASTM A 653, GALVANIZED COATING DESIGNATION G60. REINFORCEMENT SHAPES AND PLATES: GALVANIZED - STEEL REINFORCEMENT WHERE INSTALLED ON GALVANIZED SHEET METAL DUCTS: TIE RODS SHALL BE GALVANIZED STEEL, ¼-INCH MINIMUM DIAMETER FOR LENGTHS 36 INCHES OR LESS; ⅜-INCH MINIMUM DIAMETER FOR LENGTHS LONGER THAN 36 INCHES. 46.MANUAL VOLUME DAMPERS, STANDARD, STEEL, MANUAL VOLUME DAMPERS: STANDARD LEAKAGE RATING WITH LINKAGE OUTSIDE AIRSTREAM, SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS. FRAMES SHALL BE A HAT-SHAPED TYPE, GALVANIZED SHEET STEEL, MITERED AND WELDED CORNERS WITH FLANGES FOR ATTACHING TO WALLS. PROVIDE FRAMES FOR INSTALLING IN DUCTS. THE BLADES ARE TO BE MULTIPLE OR SINGLE BLADE OR PARALLEL THE BLADE AXLES SHALL BE GALVANIZED STEEL, DAMPERS IN DUCTS WITH PRESSURE CLASSES OF 3-INCH WG OR LESS SHALL HAVE AXLES FULL LENGTH OF DAMPER BLADES AND BEARINGS AT BOTH ENDS OF OPERATING SHAFT. 2.10.4 MANUAL BALANCING DAMPERS. 47.CONTROL DAMPERS, GENERAL REQUIREMENTS: USE PARALLEL BLADE CONFIGURATION FOR TWO-POSITION CONTROL. SEE DRAWINGS FOR SIZES. 48.CONSTRUCTION SHALL BE STANDARD STEEL. PROVIDE STANDARD LEAKAGE RATING WITH LINKAGE OUTSIDE AIRSTREAM, SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS. THE FRAMES SHALL BE HAT-SHAPED CHANNEL WITH INTEGRAL FLANGES. THE BLADES SHALL BE AIRFOIL, GALVANIZED STEEL WITH A PARALLEL BLADE CONFIGURATION. MATERIAL SHALL BE ASTM A 653 GALVANIZED STEEL. THE BLADE SEALS SHALL BE REPLACEABLE AND ARE TO BE MECHANICALLY ATTACHED EXTRUDED SILICONE, VINYL, OR PLASTIC COMPOSITE. THE JAMB SEALS ARE TO BE STAINLESS STEEL, OR COMPRESSION TYPE. THE AXLES SHALL BE MECHANICALLY ATTACHED TO BLADES. BEARINGS ARE TO BE STAINLESS STEEL MOUNTED IN THE FRAME. WHERE BLADE AXLES ARE INSTALLED IN VERTICAL POSITION, PROVIDE THRUST BEARINGS. THE LINKAGE SHALL BE CONCEALED IN FRAME AND CONSTRUCTED OF ALUMINUM AND PLATED OR STAINLESS STEEL WITH STAINLESS STEEL HARDWARE. THE DAMPERS AND ACTUATORS SHALL BE ACCESSIBLE FOR VISUAL INSPECTION AND SERVICE. DAMPER ACTUATORS SHALL OPERATE WITH DAMPERS WITH SUFFICIENT RESERVE POWER TO PROVIDE SMOOTH MODULATING ACTION OR TWO-POSITION ACTION AND PROPER SPEED OF RESPONSE AT VELOCITY AND PRESSURE CONDITIONS TO WHICH THE DAMPER IS SUBJECT TO. ACTUATORS SHALL PRODUCE SUFFICIENT POWER AND TORQUE TO CLOSE OFF AGAINST THE MAXIMUM SYSTEM PRESSURES ENCOUNTERED. ACTUATORS SHALL BE SIZED TO CLOSE OFF AGAINST THE FAN SHUTOFF PRESSURE AS A MINIMUM REQUIREMENT. PROVIDE ONE ACTUATOR FOR EACH DAMPER ASSEMBLY. MULTIPLE ACTUATORS REQUIRED TO DRIVE A SINGLE DAMPER ASSEMBLY SHALL OPERATE IN UNISON IF NEEDED. 49.FLANGE CONNECTIONS SHALL BE ADD-ON OR ROLL-FORMED, FACTORY-FABRICATED, SLIDE-ON TRANSVERSE FLANGE CONNECTORS, GASKETS, AND COMPONENTS, GALVANIZED STEEL, GAGE AND SHAPE TO MATCH CONNECTING DUCTWORK. 50.TURNING VANES SHALL COMPLY WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE”; FIGURES 4-3, “VANES AND VANE RUNNERS,” AND 4-4, “VANE SUPPORT IN ELBOWS.” VANE CONSTRUCTION SHALL BE SINGLE OR DOUBLE WALL. 51.DUCT-MOUNTED ACCESS DOORS PROVIDE IN ACCORDANCE WITH SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE”; FIGURES 7-2, “DUCT ACCESS DOORS AND PANELS.” DOOR: DOUBLE WALL, RECTANGULAR. GALVANIZED SHEET METAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE CLASS. HINGES AND LATCHES: 1-BY-1-INCH BUTT OR PIANO HINGE AND CAM LATCHES. FABRICATE DOORS AIRTIGHT AND SUITABLE FOR DUCT PRESSURE CLASS. FRAME SHALL BE GALVANIZED SHEET STEEL WITH BEND-OVER TABS AND FOAM GASKETS. 52.FLEXIBLE CONNECTORS SHALL BE FLAME-RETARDANT OR NONCOMBUSTIBLE FABRICS COMPLY WITH UL 181, CLASS 1. THE OUTDOOR SYSTEM, FLEXIBLE CONNECTORS SHALL BE FABRIC GLASS FABRIC DOUBLE COATED WITH WEATHERPROOF, SYNTHETIC RUBBER RESISTANT TO UV RAYS AND OZONE. 53.DUCT ACCESSORY INSTALLATION SHALL BE ACCORDING TO APPLICABLE DETAILS IN SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE” FOR METAL DUCTS. USE GALVANIZED-STEEL ACCESSORIES IN GALVANIZED STEEL. INSTALL VOLUME DAMPERS AT POINTS ON SUPPLY, RETURN, AND EXHAUST SYSTEMS WHERE BRANCHES EXTEND FROM LARGER DUCTS. WHERE DAMPERS ARE INSTALLED IN DUCTS HAVING DUCT LINER, INSTALL DAMPERS WITH HAT CHANNELS OF SAME DEPTH AS LINER, AND TERMINATE LINER WITH NOSING AT HAT CHANNEL. SEE DRAWINGS FOR SOME OF THE DAMPER LOCATIONS. HOWEVER DAMPERS WILL NEED TO BE PROVIDED AS REQUIRED IN THE SYSTEM TO BALANCE THE SYSTEM ADEQUATELY. DAMPERS ARE TO BE SET AT A FULLY OPEN POSITION BEFORE TESTING, ADJUSTING, AND BALANCING. INSTALL TEST HOLES AT FAN INLETS AND OUTLETS AND ELSEWHERE AS NEEDED FOR BALANCING. INSTALL DUCT ACCESS DOORS ON SIDES OF DUCTS TO ALLOW FOR INSPECTING, ADJUSTING, AND MAINTAINING ACCESSORIES AND EQUIPMENT AT THE FOLLOWING LOCATIONS: FIRE AND SMOKE DAMPERS LOCATIONS IF JOB REQUIRED! AS WELL AS CONTROL DAMPERS AREAS. DOORS ARE TO BE INSTALLED WITH SWING AGAINST DUCT STATIC PRESSURES. 54.INSTALL FLEXIBLE CONNECTORS TO CONNECT DUCTS TO EQUIPMENT. INSTALL DUCT TEST HOLES WHERE REQUIRED FOR TESTING AND BALANCING PURPOSES. SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM003 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:44:06 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM001-003-21.038.00.dwg---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedDRAWING NUMBER SHEET NAME SHEET NUMBER HVAC SPECIFICATIONS KEYED NOTES (SHEET ZM101.1) • • GENERAL NOTES (SHEET ZM101.1) SHEET NAME SHEET NUMBER SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM101.1 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:20:42 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM101.1-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedHVAC 25YD & 50YD RANGE PLAN SCALE: 1/8" = 1'-0" HVAC - 25YD & 50YD RANGE PLAN KEYED NOTES (SHEET ZM102.1) GENERAL NOTES (SHEET ZM102.1) SHEET NAME SHEET NUMBER SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM102.1 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 13:59:25 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM102.1-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedHVAC 25YD & 50YD PENETRATION PLAN SCALE: 1/8" = 1'-0" HVAC - 25YD & 50YD PENETRATION PLAN KEYED NOTES (SHEET ZM103.1) • • GENERAL NOTES (SHEET ZM103.1) SHEET NAME SHEET NUMBER SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM103.1 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 14:51:27 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM103.1-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedHVAC 25YD & 50YD ROOF PLAN SCALE: 1/8" = 1'-0" HVAC - 25YD & 50YD ROOF PLAN KEYED NOTES (SHEET ZM301.1) • • • GENERAL NOTES (SHEET ZM301.1) SHEET NAME SHEET NUMBER SCALED FOR ORIGINAL DRAWING AT 22" X 34" ZM301.1 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-25 10:58:11 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM301.1-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedHVAC 50YD RANGE SECTION SCALE: 1/8" = 1'-0" HVAC - 50YD RANGE SECTION SCALED FOR ORIGINAL DRAWING AT 22" X 34" SHEET NUMBER SHEET NAME ZM501 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 14:54:46 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM501-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedAIRFLOW SCHEMATIC PURGE SYSTEM AIR FLOW SCHEMATIC - 25YD & 50YD RANGES NOT TO SCALE 1 ZM501 M AI CT VFD AO BO DP AI S BI BUILDING DIFFERENTIAL PRESSURE DOOR STATUS T AI OUTDOOR TEMPERATURE P AI RANGE PRESSURE AO RANGE PRESSURE SETPOINT M AI CTVFD AO BO GAS HEATHL AI E.A. 34,320 CFM EXHAUST FA (EF-1) 17,160 CFM S.A.31,200 CFM SUPPLY FAN (MAU-1) 31,200 CFM O.A. 31,200 CFM M BO (FB-1) DP HEPA FILTER DP BAG TYPE FILTER MERV 14 AIAI AI ANALOG INPUT ES END SWITCH HL HIGH LIMIT SWITCH VARIABLE FREQUENCY DRIVE CT CURRENT TRANSFORMER BO BINARY OUTPUT VFD M MOTORIZED DAMPER DSP DUCT STATIC PRESSURE MAKE-UP AIR SCHEMATIC - RANGE BAYS EXHAUST AIR SCHEMATIC - RANGE BAYS AI BI BI BIBI ESTAI P AI E.A. 34,320 CFM SCALED FOR ORIGINAL DRAWING AT 22" X 34" SHEET NUMBER SHEET NAME ZM502 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 14:54:46 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM501-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedLOW VOLTAGE SCHEMATIC PURGE SYSTEM CONTROL WIRING SCHEMATIC - PURGE SYSTEM EQUIPMENT LEGEND - BY ACTION TARGET ITEM QTY DESCRIPTION JB4 1 WATERPROOF JUNCTION BOX - CONTAINS PRESSURE SENSORS S 4 DOOR PRESSURE SENSOR TH 1 TEMPERATURE/HUMIDITY SENSOR DP 1 DIFFERENTIAL PRESSURE UNIT RCP 1 RANGE VENTILATION CONTROL PANEL CONNECTED TO MASTER CONTROL SCREEN MCS 1 MASTER CONTROL SCREEN (W/ SMART ACCESS) MAU-VFD 1 VARIABLE FREQUENCY UNIT FOR THE MAKEUP AIR UNIT EF-VFD 1 VARIABLE FREQUENCY UNIT FOR THE EXHAUST FAN P 1 DUCT PRESSURE SENSOR KEYED NOTES (SHEET ZM502) RANGE ENTRANCE DOOR - S SIDE ENTRANCE DOOR - S SUPPLY TEMP - TH SUPPLY DUCT PRESSURE - P MAU OUSIDE AIR TEMP OUSIDE AIR FILTER EVAP ENABLE OUTSIDE AIR DAMPER MAU HEAT CONTROL/ENABLE 120V 15A INPUT FILTER RETURN BANK - DP SUPPLY VFD - MAU EXHAUST VFD - EF ADJUSTABLE FREQUENCY DRIVE PROVIDED BY ATI AND LOCATED INDOORS. VFD SHALL BE IN A TEMPERATURE CONTROLLED AND ACCESSIBLE LOCATION ADJUSTABLE FREQUENCY DRIVE PROVIDED BY ATI AND LOCATED INDOORS. VFD SHALL BE IN A TEMPERATURE CONTROLLED AND ACCESSIBLE LOCATION HVAC MASTER PANEL PURGE VENTILATION RCP 10x10 J-BOX 10x10 J-BOX ATI SUPPLIED J-BOX (JB-4) 4x4 J-BOX DUCT MOUNTED 1-18/4 1-18/4 2-18/4 2-18/6 3-18/4 4-18/4 2-18/6 3-18/4 1-18/6 2-18/4 1-18/6 1-18/4 2-RS-485 1-CAT5E 1-18/4 2-RS-485 1-CAT5E SMOKE DETECTOR (BY OTHERS)1-18/4 INTERNET IN from SMART RANGE AXIS (SRA)1-CAT5E TYP. TYP. PNEUMATIC TUBE TO SPACE ADJACENT TO RANGE 1/4" 1/4" PNUEMATIC TUBE SCALED FOR ORIGINAL DRAWING AT 22" X 34" SHEET NUMBER SHEET NAME ZM601 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:43:50 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM601-603-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedMECHANICAL HVAC SCHEDULES SCALED FOR ORIGINAL DRAWING AT 22" X 34" SHEET NUMBER SHEET NAME ZM602 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:43:50 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM601-603-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedMECHANICAL DETAILS MANUAL BALANCING DAMPER ROUND 6 3 8 IN. MAX. 18 IN. DIAMETER 20 GA. FRAME AND BLADE THICKNESS NOTE: BASIS OF DESIGN: GREENHECK MBDR-50 PRESSURE: UP TO 4 IN W.G. 3 8 IN. SQ. LOCKING MANUAL QUADRANT GALVANIZED STEEL SYNTHETIC SLEEVE AXLE BEARING TYPICAL DUCTWORK 45 DEGREE TAKE-OFF AIR F L O W AIR F L O W DUCT/PIPE ROOF CURB DETAIL WITH RIDGE PEAK FOR WATER SHED TYPICAL ROOF DUCT SUPPORT TYPICAL DUCT STRAP HANGER DUCT CONSTRUCTION TYPICAL ROOF CURB TRAPEZE HANGER DETAIL RADIAL DIFFUSER DETAIL (TYP.) FRONT VIEW 4"18"4" 24" 28" 24" 18" 24" 24" 48" 12" TOP VIEW 0.375"Ø MOUNTING HOLE (TYP-5) SIDE VIEW RIGHT 18"Ø 2" 18"Ø FILTER BANK INSTALLATION DETAIL (TYP.) 25"36"DUCT TRANSITIONFROM RANGEDUCT TRANSITIONEXHAUST FAN SIDEMEDIUM EFFICIENCY FILTER SECTION MERV 14 HEPA FILTER SECTION MERV 17 DUCTWORK CONNECTING THE FILTER BANK TO THE EXHAUST FAN SHALL BE RATED AT A MINIMUM OF 8"WC STATIC PRESSURE. CONCRETE PAD OR ROOF (BY OTHERS) EQUIPMENT RAIL L/ARDEN MODEL SER-P OR EQUIVALENT (TYP) CEILING REQUIREMENTS DETAIL8'-0"CONSTA N T S L O P E C E I L I N G O N L Y ( N O S T E P S ) SLOPE A S N E E D E D D O W N T O S T A T I C F I R I N G L I N E . INSTALL ALL RADIAL DIFFUSERS AT THE SAME HEIGHT. INSTALL JUST ABOVE DOOR JAMS AND WINDOW JAMS. DO NOT INSTALL HIGHER THAN NEEDED. TYPICALLY 7'-0" MINIMUM. SAFETY CEILING HEIGHT 1'-6"7'-0"ACTION TARGET BALLISTIC SAFETY CEILING SCALED FOR ORIGINAL DRAWING AT 22" X 34" SHEET NUMBER SHEET NAME ZM603 MADISON ARMORY 100% SUBMITTAL SAVED: 2021-08-24 16:43:50 BY: BILLY.LEWIS AT: Z:\_Projects\2021\21.038.00 - Madison Armory GR\Mechanical\ATI-ZM601-603-21.038.00.dwgDRAWING NUMBER ---- Project Manager: Territory Manager: Project Engineer: Drawn By: Approved By: Origination Date: ADAM ZIEGENFELDER 08/24/2021 WILLIAM LEWIS SCOTT DESANTI WILLIAM LEWIS STEVE TIBBALS REVISION DATENoBY PROJECT STATUS PROJECT NAMEP O Box 636, Provo UT, 84603Office: (801) 377-8033 | Fax: (801) 377-8096 | www.ActionTarget.comThe use of these plans shall be restricted to the original project site for which they were prepared.Publications expressly limited to such use. Re-use, reproduction, or publication by any method in wholeor part is prohibited. drawings and designs remain the property of action target inc. without reservation.Action Target Inc. 2021 All Rights ReservedMECHANICAL DETAILS PIPE HANGERS ROOF PIPE SUPPORT - POLYMER BASETYPICAL GAS PIPING LB. TO OZ. CONNECTION RCP PANEL DETAIL DISPLAY RCP COORDINATE LOCATION WITH BUILDING OWNER. MUST BE LOCATED WITHIN 300' OF RCP. RANGE VENTILATION CONTROL PANEL. INSTALL IN CONDITIONED SPACE WITHIN 300' OF EQUIPMENT DISPLAY. FINISHED FLOOR VENTILATION CONTROL PANEL (VCP). BY ACTION TARGET. 24Hx20Wx8D TYPICAL PANEL SIZE. (DETAIL 5) RCP PANEL TROUGH CONDUIT & TROUGH BY ELECTRICAL CONTRACTOR. CONTROLS 120V VARIABLE FREQUENCY DRIVE DETAIL MOUNT VFD TO WALL USING HOLLOW WALL OR MASONRY ANCHORS THE LOCATIONS OF THE VFD'S, RANGE VENTILATION CONTROL BOX AND RANGE VENTILATION DISPLAY ARE TO BE DETERMINED BY THE CUSTOMER OR GENERAL CONTRACTOR. IT IS RECOMMENDED THAT THE VFD'S AND THE RANGE VENTILATION CONTROL BOX BE INSTALLED IN AN ELECTRICAL ROOM AND THE RANGE VENTILATION DISPLAY IN AN ADJACENT RETAIL SPACE WHERE IT CAN BE EASILY SEEN AND READILY ACCESSIBLE. ACS-CP-A FINISHED FLOOR MOUNT VFD ON WALL WHERE DIRECTED BY OWNER IN A CONDITIONED SPACE VARIABLE FREQUENCY DRIVE (VFD) DETAIL VRD = VARIABLE FREQUENCY DRIVE E.C. = ELECTRICAL CONTRACTOR SUPPLY AND EXHAUST FAN VFD BY ACTION TARGET CONDUIT ROUTED TO RANGE CONTROL PANEL (RCP). E.C. 30.5H x 13.4W x 15.7D DIMENSIONS ARE FOR ONE OF THE LARGEST DRIVE SIZES. SIZE TBD.(DETAIL 3) NOTE: EACH VENTILATION SYSTEM REQUIRES A VFD FOR THE SUPPLY AND EXHAUST FANS. HIGH VOLTAGE CONDUIT AND TROUGH. BY E.C.. FINISHED FLOOR SUPPLY FAN VFD 4x4 J-BOX TYP. HIGH VOLTAGE TROUGH B.O. EXHAUST FAN VFD R-CER TYPE EQUIPMENT STAND DETAIL ROOF MOUNTED - R-CER TYPE EQUIP. STANDS UTILITY TYPE EXHAUST FAN DETAIL FLEXIBLE CONNECTION TRANSITION EXHAUST DUCT GRAVITY BACKDRAFT DAMPER WEATHER-PROOF ENCLOSURE OVER MOTOR SECTION DUCT SUPPORTS AS NEEDED MOUNT ON SEISMICALLY CAGED SPRING VIBRATION ISOLATORS R-CER TYPE EQUIPMENT STAND (TYP.) MAKE-UP AIR UNIT CURB DIAGRAM F 1 A-102 23 R-101 FIRING LINE TARGET LINE 3 A-102 2 A-102 REGISTER STATION SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSTARGET LINE 1 MAIN FLOOR MEP SCALE: 1/8" = 1'-0" MEP DRAWING NOTE: 1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to make notations and changes according to the direction of the homeowner and general contractor. 2. It is the responsibility of the individual contractors to ensure that all trade-specific design is done according to the latest code standards and the homeowners preference 3. The trade contractors shall present all material and fixture selections for homeowner approval prior to purchase and installation 4. If the installation of any pipes, ductwork, wires or other material require modification of the specified structure, the general contractor shall contact the structural engineer or designer to verify that such modification will not negatively effect the strength of the effected structural element BREAK LINE BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/27/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMEP MARKUP PLANSHEET TITLE:E-101 PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.