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HomeMy WebLinkAbout202209 AAS-RIL, Hgr 6 100% Stamped Drawings 01-23-23 UPDATED 6-16-23A101 1 SIM 101A 1 A101 SIM 1 A101 SIM 1 A101 SIM 1 A101 SIM Name Elevation A 2A Indicates Drawing Number Indicates View Title Indicates Sheet Number Where Drawing Is Referenced From Symbol Legend View Title Indicates Drawing Scale North Arrow Indicates True North Direction 0 0 Column Reference Bubbles Indicates Column Designation Indicates Column Reference Grid Exterior Elevation Indicates Sheet Number Where Elevation Is Located Indicates Elevation Number Indicates Direction Of View Building Section Indicates Sheet Number Where Section Is Located Indicates Section Number Indicates Direction Of Cutting Plane Wall Section Indicates Wall Section Number Indicates Direction Of Cutting Plane Indicates Sheet Number Where Wall Section Is Located Detail Section Indicates Detail Section Number Indicates Sheet Number Where Detail Is Located Detail Bubble Indicates Detail Number Indicates Sheet Number Where Detail Is Located Indicates Area Of Detail To Be Enlarged Interior Elevations Indicates Direction Of View Indicates Sheet Number Where Interior Elevation Is Located Indicates Interior Elevation Number Benchmark Elevations Indicates Benchmark Description Indicates Benchmark Elevation Room Number Indicates Room Name Indicates Room Number Door Number Indicates Door Number -See Door Schedule Window Reference Symbol Indicates Window Type -See Window Elevations Partition Types Indicates Partition Type -See Partition Schedule Ceiling Type Symbol Indicates Ceiling Type -See Finish Schedule (Ceilings) Indicates Ceiling Height Above Finish Floor (And Ceiling Slope When Applicable) Floor Finish Tag Indicates Floor Material -See Finish Schedule (Floors) SAC-1 10'-0" Sloped 1 A3.00 C N Room name A101 A6.50 Fl:TLF-1 Finish Material Tag Indicates Finish Material / Indicates Base Material -See Finish ScheduleP-1/RB-1 (P-2 Above)Indicates Element Specific Comments Threshold Type Symbol 10 Indicates Threshold Type -See Finish Schedule (Thresholds) Indicates Project North Direction 22 View Name Scale: 1/8" = 1'-0" Ref: A2.00 Indicates Target Elevation Note Legend Target Elevation Symbol 2' - 0" Elev: 20'-0" Dimensions Dimensions Are To Face Of Stud Unless Otherwise Noted On The Drawing 11 11 Sheet Keynote Symbol Indicates Number Of Keynote -See Sheet Keynote Legend Restroom Accessory Symbol Indicates Number Of Keynote -See Sheet Keynote Legend BTN-1 Revision Number And Cloud Indicates Area That Has Been Revised Indicates Revision Number A i r p o r t R d G a r f i e l d C o . A i r p o r t R dMamm Creek RdAirport Rd Ru n w a y R d Project Location Rifle Garfield County Airport Airport Rd Ru n w a y R d Project Location Rifle Garfield County Airport Airport Security Gate Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 : 0 2 : 1 4 P M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A0.00 Cover Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Sheet # Sheet Name Current Revision General Information A0.00 Cover Sheet BTN-1 A0.01 Code Analysis Sheet BTN-1 Civil Drawings C1.00 Civil Overview BTN-1 C1.01 Project Overview / CSPP BTN-1 C1.02 Existing Topography C1.31 Removals Plan BTN-1 C2.11 Overexcavation Plan BTN-1 C2.12 Grading Plan BTN-1 C3.11 Construction Plan BTN-1 C3.51 Paving / Miscellaneous Details C3.52 Paving / Miscellaneous Details BTN-1 C3.61 Geometrics BTN-1 C3.71 Joints & Grades BTN-1 C4.11 Retaining Wall Plan-Profile BTN-1 C4.51 Paving / Miscellaneous Details C5.11 Sanitary Sewer Plan-Profile BTN-1 C5.51 Sanitary Sewer Details C6.11 Water Service Plan-Profile BTN-1 C6.51 Water/ Fire Protection Service Details C6.52 Water/ Fire Protection Service Details C7.11 Storm Drain Plan-Profile BTN-1 C7.12 Storm Drain Plan-Profile BTN-1 C7.13 Storm Drain Plan-Profile BTN-1 C7.14 Storm Drain Plan-Profile BTN-1 C7.20 Subdrain Sections BTN-1 C7.51 Storm Drain Details C7.52 Storm Drain Details C7.53 Storm Drain Details C7.54 Storm Drain Details C7.55 Storm Drain Details C8.01 SWPPP Overview BTN-1 C8.51 SWPPP Details C8.52 SWPPP Details C8.53 SWPPP Details C8.54 SWPPP Details Architectural Drawings A1.00 Site Plan BTN-1 A2.00 First Floor Plan BTN-1 A2.01 Mezz. Plan BTN-1 A2.50 PEMB Floor Plan BTN-1 A2.60 Roof Plan BTN-1 A3.00 Building Elevations BTN-1 A4.00 Building Sections BTN-1 A4.50 Wall Sections BTN-1 A5.00 Schedules & Int. Elevations BTN-1 A5.01 ADA Standards & Partition Types BTN-1 A7.00 Reflected Ceiling Plan - First Floor BTN-1 A8.00 Details BTN-1 A8.10 Details A8.11 Details BTN-1 A8.12 Details BTN-1 A8.50 Hangar Door Track Details A9.00 PEMB Baseplate Floorplan BTN-1 A9.01 PEMB Baseplate Details BTN-1 A9.02 PEMB Baseplate Details BTN-1 A9.03 PEMB Baseplate Details BTN-1 Structural Drawings S0.01 General Notes S0.02 Special Inspections S1.01 Foundation Plan BTN-1 S1.02 Aggregate Pier Plan BTN-1 S2.01 Typ Foundation Details BTN-1 S2.02 Foundation Sections BTN-1 S2.03 Foundation Sections BTN-1 S2.04 Enlarged Foundation Details BTN-1 S2.05 Stem Wall Elevation Views S3.01 2nd Level Mezzanine Framing Plan S4.01 Typ Framing Details Mechanical Drawings M0.00 Mechanical Cover Sheet M2.00 First Floor HVAC Plan BTN-1 M2.01 Mezzanine HVAC Plan & Sections BTN-1 M5.00 HVAC Schedules M5.01 HVAC Schedules BTN-1 M6.00 HVAC Details & Piping Schematic M7.00 HVAC Outside Air Calcs & Sequence Plumbing Drawings P0.00 Plumbing Cover Sheet P2.00 First Floor Plumbing Plan P2.01 Mezzanine & Enlarged Plumbing Plans P2.02 Roof Plumbing Plan P4.00 Plumbing Details P5.00 Plumbing Schedules Electrical Drawings E0.01 Electrical General Information E0.02 Electrical Project Notes E0.03 Lighting Schedules E0.04 Mechanical Equipment Schedule E1.01 Electrical Site Plan BTN-1 E2.00 First Floor Power Plan BTN-1 E2.01 Mezzanine Level Power Plan E3.00 First Floor Lighting Plan E3.01 Mezzanine Level Lighting Plan BTN-1 E5.01 Electrical One-Line Diagram BTN-1 Fire Alarm FA0.01 Fire Alarm General Information FA2.00 First Floor Fire Alarm Plan FA2.01 First Floor And Mezzanine Fire Alarm Plans Fire Protection F0.00 Sprinkler Cover Sheet BTN-1 F1.00 Sprinkler Site Plan BTN-1 F2.00 First Floor Sprinkler Plan BTN-1 F2.01 Mezzanine Sprinkler Plan BTN-1 F3.00 Hangar Sprinkler Sections BTN-1 F4.00 Sprinkler Riser Enlarged Plan BTN-1 F4.01 Sprinkler Riser Section Views BTN-1 Adj. Adjustable AFF. Above Finish Floor Alum. Aluminum B.L. Building Line B.O. Bottom Of B.O.F. Bottom Of Footing B.O.S. Bottom Of Structure Clg. Ceiling Clr. Clr. Cont. Continuous CPT Carpet CRU Chemical Resistant Urethane Dia. Diameter E.E.S. Emergency Eyewash Station F.D. Floor Drain F.E. Fire Extinguisher F.F.L Finish Floor Level F.O.C. Face Of Concrete F.O.G. Face Of Girt F.O.S. Face Of Stud F.R. Fire Resistant Fin. Finish Flr. Floor FPR Fiberglass Reinforced Panel Ga Gauge Galv. Galvanized GR Granite Gyp Bd. Gypsum Board HM Hollow Metal I.D. Inside Dimension Insul Insulation Mtd Mounted Mtl. Metal Mtl. Bldg Metal Building O.C. On Center O.D. Overflow Drain Opp. Opposite P Paint PLam Plastic Laminate Plywd Plywood R Radius R.D. Roof Drain R.O. Rough Opening RB Rubber Base RCP Reflected Ceiling Plan SAC Suspended Acoustical Ceiling SC Sealed Concrete Scwd Solid Core Wood Door SHVL Sheet Vinyl Sim. Similar SS Stainless Steel T.O. Top Of T.O.F. Top Of Footing Temp. Tempered Thk. Thick TL Tile Typ. Typical UNO Unless Noted Otherwise VIF. Verify In Field VWC Vinyl Wall Covering WB Wall Base Abbreviations Drawing Index Signature Block Owner Sign-Off Owner Comments Date City Map Vicinity Map N N Project Directory Project Directory Project Address Atlantic Aviation Services Key Personnel Jenna Pollard 375 County Road 352 General Manager Rifle, CO 81650 -- ofc: (970) 625-4833 -- -- Electrical Engineer BCER Engineering Key Personnel Bryan Fingland, PE 5420 Ward Road, Suite 200 Senior Electrical Engineer Arvada, CO 80002-1838 -- ofc: (303) 422-7400 -- fax: (303) 422-7900 -- Owner / Client Atlantic Aviation Services Key Personnel Justin Carver Regional Director Rifle, CO 81650 -- ofc: (970) 625-4833 -- -- Architect Tectonic Management Group, Inc. Key Personnel Kevin Larson, President 6695 W. 48th Avenue Janice Pascarella, Project ArchitectWheat Ridge, CO 80033 klarson@tectonicdesignbuild.com ofc: (303) 403-1228 jpascarella@tectonicdesignbuild.com fax: (303) 403-1229 -- Structural Engineer Robbins Engineering Key Personnel Todd Robbins Cantrell Rd Ste 104 Project Engineer Little Rock, AR 72202 -- ofc: (501) 664-7575 -- fax: (501) 644-7474 -- Mechanical Engineer Key Personnel Plumbing Engineer Key Personnel Civil Engineer Benesch Key Personnel Frank Doland, PE 825 M Street, Suite 100 Project Engineer Lincoln, NE 68508 fdoland@benesch.com ofc: 402-479-2200 -- Cell: 402-560-3985 -- Metal Building Manufacturer Key Personnel -- -- General Contractor Key Personnel The Ballard Group, Inc Tim Harris 2525 South Wadsworth Blvd., Suite 200 Vice President & Project Engineer Lakewood, CO 80227 -- ofc: (303) 988-4514 -- fax: (303) 988-4517 -- Tectonic Management Group, Inc.Tom Cook 6695 W. 48th Avenue Executive VP / Project Manager Wheat Ridge, CO 80033 tcook@tectonicdesignbuild.com ofc: (303) 403-1228 -- fax: (303) 403-1229 -- PEMB Loading Criteria Loading Criteria Loading Criteria Description Wind Speed 115 mph (ULT), 89 mph (Nominal ASD) Wind Exposure Category C Wind Importance Factor 1.0 Seismic Design Category B Seismic Site Class D* (Presumed, pending Geotech Report) Seismic Occupancy Category II Seismic Importance Factor I = 1.0 Ss = 0.307 Fa = 1.554 Sds = 0.318 S1 = 0.08 Fv = 2.4 Sd1 = 0.128 Basic Structural System Building Frame System / Moment Resisting Frame System Seismic Force Resisting System Steel Ordinary Concentrically Braced Frame / Ordinary Moment Frame Response Modification Factor R = 3.25 / 3.5 Deflection Amplification Factor Cd = 3.25 / 3.0 Analysis Procedure Equivalent Lateral Force Procedure Design Rainfall Rate (IBC) Primary Drain 1.18 in/Hr (60min/100yr) Design Rainfall Rate (IBC) Secondary Drain 3.16 in/hr (15min/100yr) Frost Depth 36" Min. Roof Snow Load Pm = 40 psf (Per local amendment) Flat Roof Snow Load Pf = 28 psf Ground Snow Load Pg = 40 psf Roof Live Load 20 psf (Unreducible) Roof Collateral Loads 6 psf Mezzanine Live Loads 125 psf (Storage) Mezzanine Dead Load 44 psf (Does not include framing steel weight) Overhead Crane Deflection L/450 Hangar Door Deflection 6" Down & 5" Up Deflection Rafter Purlins Snow or Live L/150 (Hangar) L/180 (Office) Frame Sidesway (10 yr wind) H/90 (Hangar) H/120 (office) Max Vert Deflection Allowed @ Windows 1/2 Inch Max Vert Deflection Allwoed @ Rated Walls 2 Inches Metal Wall Panel Warranties 20-Year Warranty For Finish Metal Roof Panel Warranties 20-Year Warranty For Finish Weathertight Warranties 20-Year Warranty For Standing Seam Roofing Fall Protection See Reflected Ceiling Plans Base Plates Plates Shall Be Set @ Elev. 100'-2" In Hangar Bays; 99'-2" At Office And Shops (Assume Finish Floor @ Elev = 100'-0") Gutters And Downspouts Slope > 1/4 :12: Sized per MBMA Slope < 1/4 :12: Sized per IBC, consider roof ponding IBC 1106, 1108, Table 1604.3 Footnote "e". The Ballard Group, Inc Peter Failla, PE 2525 South Wadsworth Blvd., Suite 200 Principal Lakewood, CO 80227 -- ofc: (303) 988-4514 -- fax: (303) 988-4517 -- Fire Protection Engineer Key Personnel sblock@jensenhughes.com -- -- Jensen Hughes Shawn Block, PE 10170 Church Ranch Way, Suite 200 Fire Protection Engineer Westminster, CO 80021 ofc: (720) 499-1840 375 County Road 352 Atlantic Aviation Services -Rifle, Hangar 6 BTN-1 06-16-23 emily.dreher@chiefind.com Chief Buildings Emily Dreher 1821 S. North Road, P.O. Box 2078 District Manager Grand Island, NE 68802-2078 ofc: (303) 389-7281 BTN-1 CR C R C R C R CR CR CR Ga s CR CR Global 7500 S-1 Occupancy Occupancy Type Legend B S-1 1 Hangar 164 SF Boiler 2 B Occupancy S-1 Occupancy 6 3 3 5 Tranformer -See Elec Dwgs Condensing Unit -See Mech Dwgs. Occupant Load: 7 One Exit Allowed Per Table 1006.2.1 Only (1) Exit Required Per 1006.2.2.1 36 " 10 0 D 36" 100A 36" 108E 36" 36" 36" 107A 106A 101A Occupant Load: 6 One Exit Allowed Per Table 1006.2.1 GSE 108 Wash Bay 108A Suite C 107 Suite B 106 Suite A 105 Occupant Load: 5 One Exit Allowed Per Table 1006.2.1 Occupant Load: 6 One Exit Allowed Per Table 1006.2.1 Aircraft Ramp Paving -See Site Plan Exist. Road -To Remain Exist. Road -To Remain Ne w A c c e s s R o a d - Se e S i t e P l a n Ne w A c c e s s R o a d - Se e S i t e P l a n Oil/Water Separator - See Plumb Dwgs. Ne w S i d e w a l k - Se e C i v i l D w g s . Mech 111 Jan/Storage 104 Fire Entry Fire Dept. Connection Lease Line Dumpster Enclosure Partition Legend New Non-Rated Partition New 1-Hour Rated Partition Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 2 9 : 5 6 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A0.01 Code Analysis Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 10'-0"1 Code Analysis Plan *Project Info Project Description: Aircraft Storage Hangar With Tenant Suites Building Department: Garfield County, CO Community Development Contact Person: 970-945-1377 Construction Classification: Type II-B (Per IBC Table 601) * Building Element Rating Requirements 0-Hr (Per IBC Table 601) Sprinkler System: 1-Story Fully Sprinkled * Office Space Light Hazard A5.2 (Per NFPA 13) * Hangar Areas Extra Hazard Group (2) A5.4.2 (Per NFPA 13) NFPA 409 Code: Aircraft Hangar Group Per Chapter 4 Group II, Door Less Than 28'-0", Single Fire Area 12,001 To 40,000 Sq-Ft, Type II (000) Construction. Per 5.2.4 1-Hour Separation Is Required Between Hangar And Lean-To Spaces. The Facility Is A Group II Hangar Per NFPA 409 And Will Be Operated By The Fixed Base Operator For Storage Of Transient Aircraft Only, With No Hazardous Operations As Defined In IBC Section 412.3.6.1. The Hangar Shall Have A Fire Suppression System, But Foam Requirements Are Exempt. See Fire Protection Drawings For Additional Information. *Building Code Data Department Applicable Code Building Code International Building Code - 2015 Edition Mechanical Code International Mechanical Code - 2015 Edition Plumbing Code International Plumbing Code - 2015 Edition Electrical Code National Electrical Code - 2020 Edition Energy Code International Energy Conservation Code - 2009 Edition Fire Code International Fire Code - 2018 Edition Accessibility Code 2010 ADA Standards fo Accessible Design Standards On Aircraft Hangars NFPA 409 - 2016 Edition (2022 Edition With AHJ Approval) Standard For Installation Of Sprinkler Systems NFPA 13 - 2016 Edition *Actual Building Square Footages (Gross Areas) Name Area (Gross SF) S-1 Accessory Storage Area 1,885 SF S-1 Hangar Area 30,005 SF B 2,610 SF Grand total 34,500 SF *Building Height Requirements Allowable Height Per IBC Table 504.3. Occupancy Classification S, Fully Sprinkled, Type II-B Construction Type: Allowable Building Height in Feet Above Grade Plane is 75'. Proposed Height 42'-5" *Required Separation Of Occupancies Area Types Hour Separation S-1 To B No Separation Required (Per IBC Table 508.4) Hangar To Lean-To 1-Hr (Per NFPA 409 5.2.4) *Egress Maximum Travel Distances (Table 1016.1) Path Number Occupancy Max. Travel Distance W/ Sprinkler Egress Length 1 S-1 250' 142' 2 S-1 250' 130' 3 S-1 250' 48' 5 B 300' 71' 6 B 300' 31' *Plumbing Fixtures Provided Drinking Fountain 2 Lavatory 4 Service SInk 2 Service Sink - Mop Sink @ Janitor Closet 1 Urinal 1 Water Closet 3 *Occupancy Load And Egress Width Calculations Number Room Name IBC Table 1004.1.2 IBC 1005.3.2 Function Of Space Area (Net) Occupancy Load Factor Occupant Load Occupancy Type Egress Width Factor Egress Width Required 108 GSE Accessory Storage 1,207 SF 300 5 S-1 0.15 0.7" 108A Wash Bay Accessory Storage 568 SF 300 2 S-1 0.15 0.4" 112 Boiler Accessory Storage 164 SF 300 1 S-1 0.15 0.2" 113 Mezzanine Storage Accessory Storage 911 SF 300 4 S-1 0.15 0.5" 100 Hangar Aircraft Hangar 29,275 SF 500 59 S-1 0.15 8.9" 101 Hall Business Areas 210 SF 100 3 B 0.15 0.4" 102 Toilet Business Areas 148 SF 100 2 B 0.15 0.3" 103 Toilet Business Areas 148 SF 100 2 B 0.15 0.3" 104 Jan/Storage Business Areas 75 SF 100 1 B 0.15 0.2" 105 Suite A Business Areas 499 SF 100 5 B 0.15 0.8" 106 Suite B Business Areas 495 SF 100 5 B 0.15 0.8" 107 Suite C Business Areas 502 SF 100 6 B 0.15 0.8" 109 IT Business Areas 45 SF 100 1 B 0.15 0.1" 110 GSE Office Business Areas 113 SF 100 2 B 0.15 0.2" 111 Mech Business Areas 110 SF 100 2 B 0.15 0.2" *Plumbing Fixture Requirements (Table 2902.1) Occupancy Occupant Load Water Closets Lavatories Drinking Fountains Water Closet Load Male Female Total Required Lav. Load Total Required DF Load Total Required B 29 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 0.58 0.58 1.16 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 0.725 1 per 100 0.29 S-1 71 1 per 100 0.355 0.355 0.71 1 per 100 0.71 1 per 1000 0.071 Grand total 100 0.935 0.935 1.87 1.435 0.361 *Allowable Building Square Footage Allowable Per IBC Table 506.2. A Single Story, S-1 Occupancy Classification, Fully Sprinkled, Type II-B Construction Type: Allowable Area in Square Feet is 70,000 SF. Per IBC Table 506.2. A Single Story, B Occupancy Classification, Fully Sprinkled, Type II-B Construction Type: Allowable Area in Square Feet is 92,000 SF. Proposed S-1: 31,805 SF B: 2,520 SF *Occupancy Type Square Footages (Net Areas) Occupancy Occupancy Description IBC Code Section Area (Net SF) B Business Section 304 2,345 SF S-1 Storage (Moderate Hazard) Section 311.2 32,125 SF N Total: S-1 Accessory Storage: 12 S-1 Aircraft Hangar: 59 B Business Areas: 30 Total: 101 Total Required: 14.8" Egress Door Width Provided Number Exiting From Exiting From Rm # Width Provided 100A Hangar 100 36" 100D Hangar 100 36" 101A Hall 101 36" 105A 36" 106A Suite B 106 36" 107A Suite C 107 36" 108E GSE 108 36" 252" Parking Stalls Provided Type Comments Count Accessible Stall - Van 1 Standard Stall 13 Grand total: 14 Parking Requirements 1. Total Stalls Required: Office Spaces: 1 per 250 SF Leeaseable Area. Warehouse: 1 per 2,000 SF of Floor Area 2. HC Stalls Required: (Table 1106.1) 26 to 50 Stalls 3. Van Accessible Stalls Required: (Table 1106.5) One For Every Six or Fraction of Six Accessible Spaces Office: 1,503/250 = 6.012, use 6. Warehouse: 29,278/2,000 = 14.64, use 15. Parking Spaces Required: 6 + 15 = 21 1 to 25 Stalls = 1 Accessible Stall Requried 1 For Every 6 Accessible Stalls. 1 Accessible Stall Required = 1 Van Accessible Stall Required. BTN-1 06-16-23 BTN-1 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 0 0 - C iv il O v e r v ie w . d g n ~ 5 0 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction VICINITY MAP N GENERAL NOTES PRIOR TO CONSTRUCTION: CONSTRUCTION. EACH EXISTING UTILITY BEFORE AND DURING ACTUAL THE INDIVIDUAL CONTRACTORS TO EXACTLY LOCATE AND PROTECT CONSIDERED APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF INFORMATION AND THEREFORE, THEIR LOCATIONS MUST BE DRAINAGE STRUCTURES HAVE BEEN PLOTTED FROM AVAILABLE NOTE: EXISTING UNDERGROUND AND OVERHEAD UTILITIES AND TELEPHONE, ELECTRIC, GAS MAINS, CABLE AND AIRPORT UTILITIES. CALL : 1-800-922-1987 FOR LOCATION OF UNDERGROUND C1.00 Overview Civil INDEX OF CIVIL DRAWINGS LOCATION PROJECT 2023 ITEM DESCRIPTION UNIT SCHEDULE OF APPROXIMATE CIVIL QUANTITIES QUANTITY APPROXIMATE SECTION PRIMARY SPECIFICATION RIFLE, COLORADO REGIONAL AIRPORT GARFIELD COUNTY REGIONAL AIRPORT GARFIELD COUNTY BETTY CLARK ROAD AIRPORT ROAD C O U N T Y R O A D 333 C O U NT Y R O A D 315 INTERSTATE I-70 HANGAR 6 CONSTRUCTION ATLANTIC AVIATION R O A D R U N W A Y WORK INDICATED. CONTRACTOR'S BID SHALL NOT RELY ON THE QUANTITIES SHOWN BUT SHALL COVER THE TOTAL SCOPE OF THE PLAN QUANTITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY ALL ITEMS. THE 8. COMPACTION, SUITABILITY, ETC. PREPARED BY GROUND ENGINEERING DATED 9/28/2022 FOR SOIL REQUIREMENTS INCLUDING MOISTURE, SEE THE PROJECT GEOTECHNICAL REPORT, "GEOTECHNICAL EVALUATION, ATLANTIC AVIATION - RIFLE HANGAR" 7. BE NECESSARY IF THE SIDES OF THE EXCAVATION CANNOT BE SLOPED TO MEET OSHA REGULATIONS. CONDITIONS AFFECTING THE SOIL'S CLASSIFICATION CHANGE IN ANY WAY. SHEET PILING AND/OR SHORING WILL SUBPART P-EXCAVATIONS. OSHA STATES THAT A SOIL SHALL BE RECLASSIFIED IF THE PROPERTIES, FACTORS OR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARD-29 CFR PART 1926, EXCAVATIONS THAT WILL BE OCCUPIED BY PERSONNEL SHALL BE MADE IN ACCORDANCE WITH THE 6. WALK-THROUGH INSPECTION. PRIOR TO MOVING OFF THE JOB THE CONTRACTOR SHALL NOTIFY THE OWNER TO PERFORM A FINAL 5. STAKING ON THIS PROJECT. THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR ALL 4. WHICH THEY ARE RELATED AND WILL NOT BE CONSIDERED AS PAY ITEMS. WORK ITEMS. ALL ITEMS NOT SPECIFICALLY MENTIONED SHALL BE CONSIDERED SUBSIDIARY TO BID ITEMS TO THE ITEMS IDENTIFIED IN THE SCHEDULE OF APPROXIMATE QUANTITIES ARE INTENDED TO IDENTIFY THE MAJOR 3. CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. EXISTING PAVEMENT, TURF, ROADS, CABLES, UTILITIES, AND INCIDENTALS THAT ARE DAMAGED BY THE 2. OTHER CABLES / UTILITIES WITHIN THE CONSTRUCTION SITE. CONTACTED ONE CALL TO LOCATE TELEPHONE, GAS, WATER, SEWER, COMMUNICATION, LIGHTING LINES AND AND UTILITIES MAY NOT BE SHOWN. PRIOR TO BEGINNING ANY WORK ALL CONTRACTORS SHALL HAVE THE APPROXIMATE LOCATION OF KNOWN CABLES AND UTILITIES ARE INDICATED ON THE PLANS. ALL CABLES 1. CORPORATE AIR ROAD AIRPORT SAFETY MEASURES PAVEMENT SAWING (FULL DEPTH) REMOVE EXISTING PAVEMENT REMOVE & RECONSTRUCT FENCE IN-KIND EXCAVATION EMBANKMENT TOPSOIL CDOT CLASS 6 AGGREGATE BASE GEOGRID (TENSAR BX1100 OR APPROVED EQUAL) 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT W/ RADIANT HEAT 7" PORTLAND CEMENT CONCRETE PAVEMENT 7" PORTLAND CEMENT CONCRETE PAVEMENT W/ RADIANT HEAT 6" PORTLAND CEMENT CONCRETE PAVEMENT 9" ASPHALT PAVEMENT 6" PCC SIDEWALK W/ RADIANT HEAT 5" PCC SIDEWALK CONCRETE SPLASH PAD CONCRETE LOW-FLOW LINER STONE STRONG RETAINING WALL STOP SIGN & POST HANDICAPPED SIGN & POST, VAN ACCESSIBLE HANDICAP SYMBOL PAVEMENT MARKING 4" YELLOW PAVEMENT MARKING 6" PVC SANITARY SEWER 4" PVC SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER SERVICE CONNECTION 4" X 45 DEG PVC BEND 1" TYPE K COPPER WATER SERVICE PIPE 1-1/2" TYPE K COPPER WATER SERVICE PIPE 1" WATER METER WATER METER PIT 1" CORPORATION STOP 1" CURB STOP 8" RESTRAINED JOINT C900 PVC WATER MAIN 8" X 90 DEG BEND, M.J. 10" X 8" TAPPING SLEEVE & VALVE, M.J. 8" POST INDICATOR VALVE, M.J. 15" HDPE (ADS N12 OR EQUAL) 18" RCP STORM DRAIN PIPE (CLASS III) 24" RCP STORM DRAIN PIPE (CLASS III) 24" RC FLARED END SECTIONS GRATE INLET, TYPE 1 GRATE INLET, TYPE 2 INLET STRUCTURE FIELD TAP STORM DRAIN PIPE TAP EXISTING STORM DRAIN STRUCTURE ROOF DRAIN CONNECTION, TYPE 1 ROOF DRAIN CONNECTION, TYPE 2 ROOF DRAIN CONNECTION, TYPE 3 RIPRAP 4" PERFORATED HDPE BUILDING PERIMETER DRAIN 2" PVC DISCHARGE LINE STORM DRAIN MANHOLE W/ SUMP PUMP PERIMETER DRAIN CLEANOUT TEMPORARY CONSTRUCTION FENCE TEMPORARY 24' WIDE DOUBLE SWING GATE SWPPP INSPECTION & REPORTING SWPPP SIGN INLET PROTECTION SILT FENCE SEDIMENT CONTROL LOG TEMPORARY CONSTRUCTION ENTRANCE SEEDING TEMPORARY COVER CROP SEEDING EROSION CONTROL BLANKET (N.A.G. SC250 OR EQUAL) CONCRETE WASHOUT AREA LS LF CY LF CY CY CY CY SY SY SY SY SY SY SY SF SF SF SF SF LF EA EA EA LF LF LF EA EA EA LF LF EA EA EA EA LF EA EA EA LF LF LF EA EA EA EA EA EA EA EA EA TONS LF LF EA EA LF EA LS EA EA LF LF EA ACRES ACRES SY EA 1 590 30 62 10,980 10,080 180 600 3,315 1,065 490 580 280 365 85 820 1,555 80 1,150 762 156 1 2 2 600 30 64 1 1 3 46 52 1 1 1 1 1 1 1 165 23 318 1 3 1 1 1 1 1 7 3 12 794 31 1 10 1,750 2 1 1 6 500 300 1 1.0 1.0 340 1 CIVIL AVIATION ITEM #1 PROJECT SPEC. #20400 PROJECT SPEC. #20400 PER PLAN 312300 312300 312300 312300 PER MANUFACTURER FAA P501 FAA P501 321313 321313 321313 CDOT DIVISION 400 321313 321313 321313 321313 PER MANUFACTURER PER PLAN PER PLAN PER PLAN 321723 321723 221313 221313 221313 221313 221113 221113 221113 CITY OF RIFLE CITY OF RIFLE CITY OF RIFLE CITY OF RIFLE 221113 221113 221113 221113 334100 334100 334100 334100 334100 334100 334100 334100 334100 PER PLAN PER PLAN PER PLAN PER PLAN MANUFACTURER'S SPECIFICATION MANUFACTURER'S SPECIFICATION 334100 MANUFACTURER'S SPECIFICATION PER PLAN PER PLAN PER PLAN 312500 312500 312500 312500 312500 312500 312500 312500 312500 SWPPP DETAILS SWPPP OVERVIEW STORM DRAIN DETAILS SUBDRAIN SECTIONS STORM DRAIN PLAN-PROFILE WATER SERVICE DETAILS WATER SERVICE PLAN-PROFILE SANITARY SEWER DETAILS SANITARY SEWER PLAN-PROFILE RETAINING WALL PLAN-PROFILE JOINTS AND GRADES PAVING / MISCELLANEOUS DETAILS CONSTRUCTION PLAN GRADING PLAN OVEREXCAVATION PLAN REMOVAL PLAN EXISTING TOPOGRAPHY PROJECT OVERVIEW / CSPP CIVIL OVERVIEW C8.51 - C8.53 C8.01 C7.51 - C7.55 C7.20 C7.11 - C7.14 C6.51 - C6.52 C6.11 C5.51 C5.11 C4.11 C3.71 C3.51 - C3.53 C3.11 C2.12 C2.11 C1.31 C1.02 C1.01 C1.00 DOCUMENTS 100% CONSTRUCTION 64 4' TALL BLACK VINYL CHAIN-LINK FENCE 6" WHITE PAVEMENT MARKING LF 32172390 BTN-1 06-16-23 415 3,150 6,350 4,800 520 240 365 920 0 0 25 400 332 168 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 0 1 - C S P P . d g n ~ 5 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction T COORDINATED WITH THE AIRPORT TO THE EXISTING TAXILANE TO BE CONSTRUCTION FENCE ADJACENT CONSTRUCTION DONE OUTSIDE THE GRADING, PAVING, AND UTILITY C1.01 CSPP NOTES BB CONSTRUCTION SAFETY & PHASING PLAN (CSPP) 5. Barricades Shown On This Plan Sheet As: Barricades) As Approved By The Owner's Representative. 4. Type II Barricades Can Be Used As Substitute To Solid Connected Barricades (Type II Emergency Vehicles. From Moving From Wind Or Jet Blast. Openings Shall Be Provided To Allow Access To Spacing Between Barricades And Filled With Enough Water To Prevent The Barricades 3. Continuous Contractor Side Barricades (BC) Shall Be Set At Each Location With No To "Airport Safety Measures". 2. Contractor Shall Furnish/Place/Maintain/Remove Type II Barricades As Required. Refer Equal. Manufactured By Roadtech Manufacturing, Oak Park, IL (800-880-3073) Or Approved Solar Light And High Intensity Sheeting On Both Sides (Orange And White Stripes) As 150/5370-2 (Current Edition) With One (1) Screw-In 601 (360 Degree) Red Steady Burning Polyethylene Low Profile Plastic Airport Barricades Meeting The Requirements Of AC On. Barricades Shall Be RRM Safety Orange Model 4202S0-25 10"x96" UV-Resistant (Total Number Of Barricades Will Depend On The Construction Area That Is Being Worked 1. Contractor Shall Furnish Adequate Type II Low Profile Plastic Water Filled Barricades N 0 50 100 CSPP LEGEND TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA TYPE II BARRICADE WORK AREA B B PAT SULLIVAN ROAD B E T T Y C L A R K R O A D C O R P O R A T E A I R R O A D AREA STAGING B B BB CONSTRUCTION NOTES 1 2 1 1 1 2 EA GATE (SEE DETAILS ON SHEET C3.52) CONSTRUCT TEMPORARY 24' WIDE DOUBLE SWING 1,750 LF (SEE DETAILS ON SHEET C3.52) CONSTRUCT TEMPORARY CONSTRUCTION FENCE 22 PROPOSED HANGAR 6 routes unless otherwise approved by the Owner’s Representative. No equipment shall be allowed beyond the Contractor work area and designated haul o shall be done in order unless otherwise approved by the Airport. All closures shall be coordinated with the Airport and Owner’s Representative. Phasing o construction Activity. Equipment shall be parked outside of the OFA. No equipment shall be left within a Taxiway Object Free Area when there is no o Debris) at all times. Contractor shall ensure active aircraft pavements are clear of FOD (Foreign Object o Construction operations shall remain clear of the OFA of any open Taxiway.o ANY PASSING AIRCRAFT. ANY BARRICADES. CONTRACTOR SHALL BE SURE EQUIPMENT IS CLEAR OF CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING WITHING 50’ OF o -- MISCELLANEOUS PHASE NOTES: -- AIRCRAFT TAXI AND ARFF ROUTES: No Change -- DURATION OF CLOSURE: To Be Determined -- HAUL ROUTE: Pat Sullivan Road. -- STAGING AREA: Within Work Areas As Shown On Plan. Road. -- ACCESS LOCATION: Refer to plan view. Contractor will enter construction site via Pat Sullivan -- BARRICADE LOCATIONS: Refer to plan view and details on this Sheet -- HAZARD MARKING AND LIGHTING: Refer to plan view Coordinate Any Required NOTAMS With The Airport. -- NOTAMS: Airport to issue NOTAMs prior to any work being initiated. Contractor Shall -- LIGHTING, SIGNS, AND MARKING: No Change -- NAVAIDS: No Change -- AVAILABLE RUNWAY LENGTHS: No Change areas, As shown on plans. -- AOA PAVEMENT CLOSURES BEYOND WORK AREA: Areas between barricades and work During The Grading And Paving Of The Connection To The Existing Taxilane. -- WORK AREA PAVEMENT CLOSURES: Partial closure of Exist. Taxilane May Be Required Remove Safety Measureso Clean Work Area Pavements o Pavement Markingso Concrete Pavemento Aggregate Base / Subbaseo Earthworko Install Safety Measureso Site Preparation and Mobilizationo -- WORK TO BE COMPLETED IN THIS AREA HAS BEEN CONSTRUCTED SHOW NEW APRON THAT NOTE: AERIAL DOES NOT CSPP Project Overview / BTN-1 06-16-23 NOT TO SCALE TYPE II AIRPORT BARRICADE DETAIL PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 2 5 5 4 2 5542 5542 5 5 4 2 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 0 2 - E x is t in g T o p o g r a p h y . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C1.02 0 20 4002040 PAT SULLIVAN ROAD N B E T T Y C L A R K R O A D SURVEY CONTROL DATA Topography xisting E BEGINNING OF CONSTRUCTION. TECTONIC'S SURVEYOR PRIOR TO THE SURVEY CONTROL POINTS SHALL BE SET BY S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 3 1 - R e m o v a ls P la n . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction (ASPALT) C1.31 0 20 4002040 1 Plan Removals REMOVALS NOTES 2 PAT SULLIVAN ROAD N 112 12 12 2 B E T T Y C L A R K R O A D 1 CONSTRUCTION NOTE 14 ON SHEET C3.11. FOR THE WATER LINE CONSTRUCTION SHOWN ON SHEET 6.11. SEE EXISTING FENCE TO BE REMOVED AND RECONTRUCTED IN-KIND AS NECESSARY 30 CY REMOVE EXISTING PAVEMENT 590 LF FULL DEPTH SAW CUT EXISTING PAVEMENT (SEE DETAIL ON SHEET C3.51) 3 3 BTN-1 06-16-23 415 LF 1 BTN 1 BTN 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 2 5542 5542 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE Lease Parcel P15-EA (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 2 . 1 1 - O v e r e x c a v a t io n P la n . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction FINISHED GRADE EXISTING PAVEMENT. TO UNDERMINE THE TAKE EXTREME CARE NOT EXISTING PAVEMENT. TO UNDERMINE THE TAKE EXTREME CARE NOT FINISHED GRADE 7" PCC PAVEMENT LINER LOW-FLOW CONCRETE RETAINING WALL GROUND EXISTING OVEREXCAVATION 10" PCC PAVEMENT (6" MIN.) AGGREGATE BASE CDOT CLASS 6 OVEREXCAVATION AGGREGATE BASE 6" CDOT CLASS 6 GEOGRID GROUND EXISTING GEOGRID FFE = 5538.32FFE = 5538.32 10 1/2" CONCRETE SLAB 10 1/2" CONCRETE SLAB 4" AGGREGATE BASE 4" AGGREGATE BASE N C2.11 Plan Overexcavation PAT SULLIVAN ROAD 0 20 40 CONTROLLED EARTH EMBANKMENT SECTION A-A NOT TO SCALE A A B E T T Y C L A R K R O A D SECTION B-B NOT TO SCALE B B LEGEND AGGREGATE BASE (6" MIN.) LIMITS OF CDOT CLASS 6 BUILDING AREA REQUIREMENTS WITHIN PLANS FOR GRADING SEE STRUCTURAL CONSTRUCTION NOTES 1 1 11 1 1 1 1 1 REQUIREMENTS WITHIN BUILDING AREA SEE STRUCTURAL PLANS FOR GRADING REQUIREMENTS WITHIN BUILDING AREA SEE STRUCTURAL PLANS FOR GRADING OVEREXCAVATE EXISTING MATERIAL FFE =5538.32 PROPOSED HANGAR 6 FFE = 5538.32 ROPOSED HANGARP FFE = 5538.32 ROPOSED HANGARP BTN-1 06-16-23 FOR AGGREGATE QUANTITIES. AGGREGATE BASE COURSE. SEE SHEET C2.12 (TENSAR BX1100 OR APPROVED EQUAL) BENEATH CONSTRUCT 3,315 SY GEOGRID 3,150 SY 1 BTN 1 BTN 4 ' 1' 1' 1 ' 3' 4 ' 5' 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 2 5542 5 5 4 2 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 2 . 1 2 - G r a d in g P la n . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction OF THE BUILDING. SPOT ELEVATIONS ALONG THE EXTERIOR IN THIS LOCATION. SEE SHEET C3.71 FOR THAN THE FINISHED FLOOR ELEVATION NOTE: EXTERIOR GRADES ARE HIGHER C2.12 Plan Grading GRADING NOTES *** ON SHEET C2.11 AREA AS SHOWN REWORK / REPLACE VOLUME INCLUDES EMBANKMENT C2.11 SHOWN ON SHEET SECTION AS REPLACE / REWORK BOTTOM OF THE REQUIRED TO THE EXCAVATION VOLUME INCLUDES EXCAVATION 0 20 40 (C.Y.) STRIPPING (C.Y.) TOTAL EXCAVATIONLOCATION EARTHWORK SUMMARY TABLE (C.Y.) EMBANKMENT CONTROLLED EARTH (C.Y.) (4" THICK) TOPSOIL EMBANKMENT (B.F. = 1.0) (ESTIMATED PLAN QUANTITY)EXCAVATION (ESTIMATED PLAN QUANTITY) (C.Y.) EXCAVATION UNCLASSIFIED * ** PAT SULLIVAN ROAD N SITE AS SHOWN 600 B E T T Y C L A R K R O A D (C.Y.) AGGREGATE BASE CDOT CLASS 6 EXCEED 4H:1V. SIDE SLOPES FOR THE FINAL GRADE SHALL NOT 5. COURSE(S) REQUIRED AS SHOWN ON SHEET C3.51. OVEREXCAVATION AND AGGREGATE BASE SEE SHEET C2.11 FOR LIMITS / DEPTHS OF 4. COMPACTION, SUITABILITY, PREPARATION, ETC. REQUIREMENTS INCLUDING MOISTURE, ENGINEERING DATED 9/28/2022 FOR SOIL RIFLE HANGAR" PREPARED BY GROUND "GEOTECHNICAL EVALUATION, ATLANTIC AVIATION - SEE THE PROJECT GEOTECHNICAL REPORT, 3. AREAS THAT ARE NOT BEING PAVED. TOPSOIL. PLACE 4" OF TOPSOIL IN ALL DISTURBED UNDERCUT 4" IN CUT AREAS IN AREAS TO RECEIVE 2. BE DISTURBED. STRIP THE UPPER 6" OF MATERIAL IN ALL AREAS TO 1. 1,450 9,530 10,980 10,080 180 FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 1 BTN 1,510 4,840 6,350 4,800 240 1 BTN 520 S WV WV W V WV W VDYH DYH S WV W V W V T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 1 1 - C o n s t r u c t io n P la n . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C3.11 Plan Construction 0 20 40 CONSTRUCTION NOTES 1 PAT SULLIVAN ROAD N 2 3 4 5 6 7 8 9 10 11 1 1 2 3 4 4 6 8 8 11 22 1 B E T T Y C L A R K R O A D 13 12 12 12 12 12 12 13 13 14 14 * * * * * * * * * COURSE QUANTITIES. AGGREGATE BASE COURSE LIMITS AND SEE C2.12 FOR AGGREGATE BASE PAVEMENT CONSTRUCTED ON AGGREGATE BASE COURSE. SEE SHEET C2.11 FOR FFE =5538.32 PROPOSED HANGAR 6 4 90 LF CONSTRUCT 6" WHITE PAVEMENT MARKING 62 LF REMOVE AND RECONSTRUCT FENCE IN-KIND PROPOSED RETAINING WALL AND CONCRETE LOW-FLOW LINER - SEE SHEET C4.11 80 SF CONCRETE SIDEWALK CENTERED ON BUILDING DOWNSPOUT) CONSTRUCT CONCRETE SPLASH PAD (4' WIDE X 4' LONG 5" PORTLAND CEMENT 1 EA CONSTRUCT STOP SIGN & POST (SEE DETAIL ON SHEET C3.52) VAN ACCESSIBLE HANDICAPPED PARKING SIGN (MOUNT ON BUILDING) - 1 EA PAINTED HANDICAPPED SYMBOL - 1 EA SHEET C3.52) 2 LOCATION, EACH LOCATION INCLUDES: CONSTRUCT VAN ACCESSIBLE HANDICAPPED PARKING STALL (SEE DETAIL ON 600 LF CONSTRUCT 4" YELLOW PAVEMENT MARKING 1,555 SF INCLUDES DETACHED SIDEWALK CURB, SEE DETAIL ON SHEET C3.51) CONSTRUCT 5" PORTLAND CEMENT CONCRETE SIDEWALK (NOTE: SIDEWALK 820 SF CONSTRUCT 6" PORTLAND CEMENT CONCRETE SIDWALK WITH RADIANT HEAT 85 SY CONSTRUCT 9" ASPHALT PAVEMENT 365 SY CONSTRUCT 6" PORTLAND CEMENT CONCRETE PAVEMENT 580 SY CONSTRUCT 7" PORTLAND CEMENT CONCRETE PAVEMENT 280 SY CONSTRUCT 7" PORTLAND CEMENT CONCRETE PAVEMENT WITH RADIANT HEAT 1,065 SY CONSTRUCT 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT 490 SY HEAT CONSTRUCT 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT WITH RADIANT 15 15 15 3 3 10 9 TYP. BTN-1 06-16-23365 SY 920 SY 0 SY 0 SF 25 SF 400 LF 1 BTN 1 BTN ±3" T 6 " 4 1/2"1/2" R 5" R 2 " R 1 ' - 1 " 3 " 9" 2.5' T 3' 1' 1' 4 " 12" 4 " 5 " 6 " 7 " 1/16" TO 1/2" T T / 2 T T T / 2 T T / 2 T W D M I N . " 41 1 1 . 5 T 1 / 2 " O T H E R W I S E ) 1 / 2 " ( U N L E S S N O T E D 12" MIN. 1 0 " M IN . 4 8 " 6 " 4 8 " 6 "4 " 5 " 7 " 4 " 5 " 1 0 " " 21 4" 21 5 2 " 2 " 2 " 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 5 1 - P a v in g D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction ENGINEER PRIOR TO CONSTRUCTING. SHALL COORDINATE WITH FIELD CATCH WATER. THE CONTRACTOR CONSTRUCTED TO DUMP WATER OR THE GUTTER PAN SHALL BE CONTINUOUS 1 - 4" REBAR 4" AGGREGATE CONCRETE SIDEWALK WHERE REQUIRED THICKENED EDGE PAVEMENT PROPOSED HOT POUR SEALANT NEW CONCRETE ASPHALT DETAIL 2 EXPANSION JOINT 3/4" PREFORMED ON THIS SHEET SEE DETAIL 1 JOINT SEALANT DOWEL ON THIS SHEET SEE DETAIL 1 JOINT SEALANT END OF DOWEL GREASE ONE ON THIS SHEET SEE DETAIL 1 JOINT SEALANT DOWEL END OF DOWEL GREASE ONE FOR T" PCC DOWEL BASKET ON THIS SHEET SEE DETAIL 1 JOINT SEALANT FOR T" PCC DOWEL BASKET TIE BAR 1/4" X 1/4" RADIUS JOINT SEALANT BACKER ROD COMPRESSIBLE MATERIAL NON-EXTRUDED PREMOLDED JOINT SEALANT BACKER ROD DETAIL TO BUILDING TIE IN PLANS FOR APRON SEE STRUCTURAL DETAIL TO BUILDING TIE IN PLANS FOR APRON SEE STRUCTURAL LONGITUDINAL MEMBERS (6" SPACING) 2" TO 6" CLEARANCE ALL SIDES PLACE MESH IN VERTICAL CENTER OF PAVEMENT. TRANSVERSE MEMBER.DIAMETER 20 TIMES >SIDE LAPS SHALL BE AT LEAST 6" & LONGITUDINAL MEMBER.DIAMETER 30 TIMES >END LAPS SHALL BE AT LEAST 12" & PANEL REQUIRING MESH REINFORCEMENT EQUAL) APPROVED BX1100 OR (TENSAR GEOGRID EQUAL) APPROVED BX1100 OR (TENSAR GEOGRID EQUAL) APPROVED BX1100 OR (TENSAR GEOGRIDINFORMATION) FOR PAVEMENT BASE COURSE (SEE PAVEMENT SECTIONS PAVEMENT BASE COURSE(S) CENTERS, EACH DIRECTION NO. 3 BARS AT 12" SAWCUT 1" SNOWMELT TUBE INFORMATION) FOR PAVEMENT BASE COURSE (SEE PAVEMENT SECTIONS PAVEMENT BASE COURSE(S) CENTERS, EACH DIRECTION NO. 3 BARS AT 12" SAWCUT 1" SNOWMELT TUBE INFORMATION) FOR PAVEMENT BASE COURSE (SEE PAVEMENT SECTIONS PAVEMENT BASE COURSE(S) CENTERS, EACH DIRECTION NO. 3 BARS AT 12" SAWCUT 1" SNOWMELT TUBE EQUIVALENT INSULATION BY NOFP, OR XT FOAM UNDERSLAB CONTINUOUS 2" BARRIER EQUIVALENT INSULATION BY NOFP, OR XT FOAM UNDERSLAB CONTINUOUS 2" BARRIER EQUIVALENT INSULATION BY NOFP, OR XT FOAM UNDERSLAB CONTINUOUS 2" BARRIER C3.51 ASPHALT EXISTING NEW ASPHALT - LIFT 1 NEW ASPHALT - LIFT 3 EXIST. ASPHALT EDGE OF SAW CUT LOCATION INITIAL FULL DEPTH 1 2 NEW ASPHALT - LIFT 2 Details Miscellaneous Paving / SUBGRADE PREPARATION NOTES LIFT 1 LIFT 2 LIFT 3 3" ASPHALT SURFACE COURSE PREPARED SUBGRADE EXISTING GROUND PREPARED SUBGRADE EXISTING GROUND * * CONRETE PAVEMENT 10" PORTLAND CEMENT 7" CONRETE PAVEMENT T" PORTLAND CEMENT HEAT PAVEMENT ARE SHOWN ON SHEET C3.11. AREAS ON THIS SHEET. LIMITS OF RADIANT SEE ADDITIONAL DETAILS FOR RADIANT HEAT E . O . P . E . O . P . E . O . P . PREPARED SUBGRADE EXISTING GROUND PAVING SECTION GENERAL NOTES T S A W E D F A C E S A W E D F A C E 1 JOINT DETAIL NOTES 2 3 4 5 SLAB (IN.) THICKNESS OF SPACING (IN.) CENTER-TO-CENTER 6 - 7 3/4 18 12 7.5 - 12 1 18 12 12.5 - 16 1 1/4 20 15 16.5 - 20 1 1/2 20 18 20.5 - 24 2 24 18 SLAB (IN.) THICKNESS OF LENGTH (IN.) SPACING (IN.) CENTER-TO-CENTER 5 - 6 20 36 5 30 BAR # > 6 4 30 DIMENSIONS AND SPACING OF STEEL TIE-BARS DIMENSIONS AND SPACING OF STEEL DOWELS (IN.) DIAMETER (IN.) LENGTH 6 SHEET. AS SHOWN ON THE MESH REINFORCMENT DETAIL ON THIS RECTANGLE, THE PANEL SHALL BE REINFORCED WITH MESH IF THE PANEL IS A SHAPE OTHER THAN A SQUARE OR EXCEED 1.5. WHEN THIS CRITERIA IS UNABLE TO BE MET, OR INCHES. THE PANEL LENGTH TO WIDTH RATIO SHALL NOT SHALL NOT EXCEED 2 TIMES THE CONCRETE DEPTH IN THE LENGTH IN FEET BETWEEN CONCRETE PANEL JOINTS T = PAVEMENT THICK AS SHOWN IN PLANS 1:2 SHAPE FACTOR. REQUIRE A 1:1 SHAPE FACTOR AND SILICONE SEALANTS A RECOMMENDATIONS. TYPICALLY, HOT POUR SEALANTS (W), BASED UPON SEALANT MANUFACTURER PROVIDE PROPER SHAPE FACTOR, DEPTH (D) AND WIDTH FIELD POURED SEALANT RESERVOIR SHALL BE SIZED TO INCIDENTAL TO THE CONCRETE PAVEMENT. SPECIFIED IN THE TABLE ON THIS SHEET. TIE BARS SHALL ALL TIE BARS SHALL BE EPOXY COATED DEFORMED BARS AS CONCRETE. PERPENDICULAR TO THE VERTICAL FACE OF THE EXISTING CONTRACTOR SHALL ENSURE THAT ALL DOWEL BARS ARE SHALL INCIDENTAL TO THE CONCRETE PAVEMENT. DOWEL WITHOUT EXCESSIVE OVERSIZING. DOWEL BARS OF DRILL HOLE SHALL BE ADEQUATE TO INSERT AND EPOXY WHEN CONTINUOUS POURS ARE CONSTRUCTED. DIAMETER EPOXIED INTO EXISTING PAVEMENT OR PLACED ON BASKETS EPOXY-COATED. ALL DOWEL BARS SHALL BE DRILLED AND AND SPACING OF DOWEL BARS. ALL DOWEL BARS SHALL BE TABLE ON THIS SHEET FOR REQUIRED DIAMETER, LENGTH, REFER TO "DIMENSIONS AND SPACING OF STEEL DOWELS" THE ASPHALT PAVEMENT. NOTE: TACK COAT MATERIAL & LABOR SHALL BE SUBSIDIARY TO BETWEEN ALL PAVEMENT COURSES AGAINST WHICH ASPHALT WILL BE PLACED ADJACENT EXISTING PAVEMENT, AND OTHER SURFACES ALONG THE FACE OF ALL CURBS, GUTTERS , MANHOLES, PAVEMENT BEFORE PLACING NEW PAVEMENT OVEREXISTING APPLIED TO IMPROVE BOND AT THE FOLLOWING LOCATIONS: TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE NOT TO SCALE NOT TO SCALE 1 CONTRACTION JOINT DOWELED CONSTRUCTION JOINT NOT TO SCALE 1 DOWELED CONTRACTION JOINT NOT TO SCALE 3 TIED CONTRACTION JOINT BELOW SURFACE' 1/4" - 3/8" SEALANT MATERIAL FIELD POURED REQUIREMENTS' PER MANUFACTURER NOT TO SCALE NOT TO SCALE REQUIREMENTS PER MANUFACTURER DIMENSIONS D AND W BELOW SURFACE' 1/4" - 3/8" SEALANT MATERIAL FIELD POURED T/3 DETAIL 2 DETAIL 1 FFE T J O I N T N E A R E S T FFE EXTERIOR PAVEMENT BAR LENGTH VARIES BAR LENGTH VARIES (PLAN VIEW) TRANSVERSE JOINTS TRANSVERSE MEMBERS (6" SPACING) EXTERIOR PAVEMENT 3" ASPHALT BASE COURSE 3" ASPHALT BASE COURSE REQUIREMENTS PRESENTED ABOVE. CONFORM TO THE MOISTURE CONTENT AND COMPACTION WITH PROPERLY PLACED EARTH FILL OR REWORKED TO UNSTABLE SOILS SHALL BE EITHER REMOVED AND REPLACED PIECE OF EQUIPMENT TO LOCATE ANY UNSTABLE SOILS. ANY PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR THE EXISTING GROUND SUBGRADE, THE SUBGRADE SHALL BE 9/28/2022. PRIOR TO PLACING CONTROLLED EARTH FILL ON HANGAR" PREPARED BY GROUND ENGINEERING DATED "GEOTECHNICAL EVALUATION, ATLANTIC AVIATION - RIFLE PRESENTED THE PROJECT GEOTECHNICAL REPORT, MOISTURE CONTENT AND COMPACTION REQUIREMENTS THE PREPARED SUBGRADE SHALL CONFORM TO THE REWORK OR REPLACE OVEREXCAVATE & AGGREGATE BASE COURSE 6" CDOT CLASS 6 REWORK OR REPLACE OVEREXCAVATE & AGGREGATE BASE COURSE 6" CDOT CLASS 6 * AGGREGATE BASE COURSE 6" CDOT CLASS 6 AS SHOWN IN PLANS T=PAVEMENT THICKNESS 2 " AS SHOWN IN PLANS T=PAVEMENT THICKNESS 2 - 1 / 4 " AS SHOWN IN PLANS T=PAVEMENT THICKNESS 3 " BTN-1 06-16-23 NOT TO SCALE SAW CUT DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 10" EXTERIOR CONCRETE PAVEMENT RADIANT PAVING DETAIL FOR NOT TO SCALE W/ THICKENED EDGE DETACHED SIDEWALK CURB PAVEMENT SECTION 9" ASPHALT NOT TO SCALE CONCRETE CURB & GUTTER NOT TO SCALE 7" EXTERIOR CONCRETE PAVEMENT RADIANT PAVING DETAIL FOR NOT TO SCALE EXPANSION JOINT CONCRETE TO ASPHALT EXPANSION JOINT DETAIL NOT TO SCALE NOT TO SCALE 6" EXTERIOR SLABS RADIANT PAVING DETAIL FOR PAVEMENT SECTION 10" P501 APRON CONCRETE PAVEMENT SECTIONS VEHICULAR CONCRETE NOT TO SCALE PAVEMENT EDGE AT BUILDING NOT TO SCALE BUILDING AIRCRAFT DOORS THICKENED EDGE AT NOT TO SCALE MESH REINFORCEMENT DETAIL NOT TO SCALE POSITION OF DOWELS AT JOINTS 1 BTN 4" 1 0 " 2 ' - 0 "12"12"4"12"8" 2 . 5 ' 12" 2 . 5 ' 12" 8 ' F A B R I C 10'DOUBLE SWING GATE 8 ' F A B R I C 10'DOUBLE SWING GATE 5 ' - 0 " 6 " 1 ' - 6 " 3 ' 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 5 2 - P a v in g D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 4" RAD 2'-0" RAD OF GROUND SLEEVE. ALWAYS FACE TO THE BACK ANTI TURN BOLT SHALL INSTALL ADAPTER WITH ABOVE GROUND SLEEVE. BREAKAWAY HOLES JUST ANCHOR JUST ABOVE THE TOP OF WITH REMOVAL HOLE SHALL BE INSTALLED APPROVED EQUIVALENT WEDGE SWI OR GALVANIZED TAPCO OR APPROVED EQUIVALENT 19-UCA-18-18" IN LENGTH GALVANIZED TAPCO ADAPTER CHANNEL POST FROM THE BOTTOM OF WITH THE SECOND HOLE SLEEVE SHALL LINE UP THIS HOLE ON GROUND STOP BE 12' LONG LENGTH OF POST. POST SHALL HOLES SHALL BE 1" APART FULL PER FOOT STEEL CHANNEL POST. GREEN PAINTED 2 1/2" POUNDS CONCRETE ENCASED IN 12" DIA. X 2.5' APPROVED EQUIVALENT 18" IN LENGTH OR TAPCO ANCHOR 19-VRI 12" DIA. CONCRETE STEEL CHANNEL POST OF GROUND SLEEVE. ALWAYS FACE TO THE BACK ANTI TURN BOLT SHALL INSTALL ADAPTER WITH ABOVE GROUND SLEEVE. BREAKAWAY HOLES JUST ANCHOR JUST ABOVE THE TOP OF WITH REMOVAL HOLE SHALL BE INSTALLED APPROVED EQUIVALENT WEDGE SWI OR GALVANIZED TAPCO OR APPROVED EQUIVALENT 19-UCA-18-18" IN LENGTH GALVANIZED TAPCO ADAPTER CHANNEL POST FROM THE BOTTOM OF WITH THE SECOND HOLE SLEEVE SHALL LINE UP THIS HOLE ON GROUND STOP BE 12' LONG LENGTH OF POST. POST SHALL HOLES SHALL BE 1" APART FULL PER FOOT STEEL CHANNEL POST. GREEN PAINTED 2 1/2" POUNDS CONCRETE ENCASED IN 12" DIA. X 2.5' APPROVED EQUIVALENT 18" IN LENGTH OR TAPCO ANCHOR 19-VRI 12" DIA. CONCRETE STEEL CHANNEL POST 6' TALL PANELIZED / MOBILE CHAIN LINK FENCE HASP LOCKING LATCH W/ #9 Wire, 2" Mesh Chain Link Fabric GATE POST HASP LOCKING LATCH W/ #9 Wire, 2" Mesh Chain Link Fabric TOP RAIL LINE POST BRACE OR GATE POST ANCHOR EXTENSION 12 GAUGE, SQUARE 36" x 2.25" OD, ANCHOR EXTENSION) POST (INSERT 6" INTO 2" OD, 12 GAUGE, SQUARE ANCHOR EXTENTION TOP HOLE CORNER BOLT AND NUT IN SOIL SHALL BE 2" ABOVE SOIL TOP OF ANCHOR EXTENSION FILE ALL EDGES SMOOTH BE R7-8 (MUTCD) "HANDICAP PARKING SIGN" SHALL SMOOTH (MUTCD), FILE ALL EDGES SHALL BE TYPE R7-8ab (WHERE APPLICABLE) "VAN ACCESIBLE" SIGN C3.52 Details Miscellaneous Paving / NOT LESS THAN 2' N O T L E S S T H A N 7 ' NOT LESS THAN 2' N O T L E S S T H A N 7 ' NOT TO SCALE TEMPORARY CONSTRUCTION FENCE EXAMPLE PANELIZED / MOBILE CHAIN LINK FENCE AS 3 ' - 6 " 2 ' - 6 " 4 ' - 0 " NOT TO SCALE SWING GATE DETAIL TEMPORARY DOUBLE 3 ' - 6 " 2 ' - 6 " 4 ' - 0 " NOT TO SCALE SWING GATE DETAIL TEMPORARY DOUBLE #9 Wire, 2" Mesh Chain Link Fabric LINE POST BRACE OR TOP RAIL BRACES AS REQ'D 1 5/8" CENTER WIRE (TYPICAL) #7 GALV. COILED STEEL BOTTOM TENSION WIRE, AND CORNER POSTS) (TYPICAL FOR GATE, END, PULL, CONCRETE ANCHOR 3 ' - 6 " 10' 4 ' - 0 " 1'-6" 2 ' - 6 " 10' 8 ' F A B R I C CORNER POST #9 Wire, 2" Mesh Chain Link Fabric LINE POST BRACE OR TOP RAIL BRACES AS REQ'D 1 5/8" CENTER WIRE (TYPICAL) #7 GALV. COILED STEEL BOTTOM TENSION WIRE, AND CORNER POSTS) (TYPICAL FOR GATE, END, PULL, CONCRETE ANCHOR 3 ' - 6 " 10' 4 ' - 0 " 1'-6" 2 ' - 6 " 10' 8 ' F A B R I C CORNER POST BTN-1 06-16-23 NOT TO SCALE STALL SYMBOL HANDICAP PARKING NOT TO SCALE STOP SIGN DETAIL NOT TO SCALE STOP SIGN DETAIL * WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * * WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * NOT TO SCALE FENCE DETAIL TEMPORARY CONSTRUCTION WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * *NOT TO SCALE FENCE DETAIL TEMPORARY CONSTRUCTION WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * * NOT TO SCALE (VAN ACCESSIBLE) HANDICAP PARKING SIGN 230' 6 0 . 7 ' 29.9' 2 0 ' 10' 9 ' 8 ' 5 ' 19' WV WV H S WV W V T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 6 1 - G e o m e t r ic s . d g n ~ 1 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C3.61 PAT SULLIVAN ROAD N 0 10 20 123 4 24 12 34 35 36 37 33 32 3130 29 28 27 26 23 4140 39 38 PT. NO.NORTHING EASTING DESCRIPTION LOCATION NOTES GEOMETRIC POINT DATA Geometrics FFE =5538.32 PROPOSED HANGAR 6 5 6 7 8 9 10 11 13 14 15 16 17 2021 18 19 22 25 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1623221.84 1623451.55 1623481.52 1623479.50 1623478.58 1623502.66 1623496.85 1623499.85 1623499.20 1623477.23 1623475.63 1623490.61 1623489.86 1623489.76 1623388.79 1623388.88 1623389.13 1623394.13 1623394.89 1623390.57 1623390.81 1623450.66 1623435.68 1623442.05 1623442.05 1623439.93 1623434.93 1623435.64 1623440.94 1623450.93 1623455.53 1623475.38 1623449.53 1623244.79 1623244.38 1623219.42 1623218.82 1623218.25 1623213.21 1623212.96 1623218.00 1623210.92 1623209.69 1623178.60 1623179.84 1623443.41 1623448.29 1623449.58 1623444.69 2374271.18 2374282.59 2374284.08 2374324.70 2374343.10 2374344.30 2374461.15 2374461.30 2374474.28 2374473.19 2374505.39 2374506.13 2374521.12 2374523.11 2374518.10 2374516.10 2374511.10 2374511.35 2374495.92 2374495.71 2374490.71 2374504.15 2374503.40 2374516.98 2374516.98 2374512.46 2374512.21 2374497.95 2374498.21 2374498.71 2374406.49 2374407.48 2374323.21 2374313.04 2374321.13 2374319.89 2374331.77 2374341.28 2374341.03 2374346.02 2374346.27 2374508.78 2374533.64 2374532.24 2374507.38 2374448.63 2374448.87 2374423.06 2374422.82 PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PT RP PCC PCC RP PC PI PI PI PT RP PC PI PI PT RP PC PI PI PI PI PI PI PI PI PI PI EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R=5.00' R=15.00' R=5.00' R=15.00' T Y P . BTN-1 06-16-23 BTN-1 MODIFIED WITH ENTIRE SHEET 1 BTN 8 . 7 8 ' 12.5'12.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10'10'10'10'10'10'10'10'10'10' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 . 6 7 ' 10'10'10' 7 . 4 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 7 9 ' 8 . 5 ' 8 . 5 ' 9 . 8 5 ' 8 . 5 ' 8 . 5 ' 8 . 8 4 ' 8 . 8 4 ' 8 ' 1 0 . 8 8 ' 1 1 ' 1 1 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 . 6 7 ' 10'9.9'10'8'8'8.1' 8.8'8'8'8'8' 7 . 4 5 ' 7 . 5 ' 7 . 5 ' 5 ' WV WV H S WV W V T37X2836X9237X7137X9037X8037X7437X4737X3937X4337X6637X5737X3337X8237X9637X9937X8737X9737X3637X6437X9137X9137X9737X9237X8237X7637X7337X7037X6638X2838X2838X2838X2838X2838X2838X1038X1538X1338X1038X2838X2838X2838X0438X2838X2838X0838X2838X0638X0238X0838X0838X0838X0837X6837X6837X6837X6837X2238X2838X2838X2838X2839X4239X7439X6339X2038X7638X5438X2838X3838X9839X9639X5439X4537X9937X8839X2737X6439X0937X4038X9037X1638X7236X9338X5438X2836X6936X4539X99 39X9536X4936X2139X7139X7736X2735X9838X0436X0440X1740X0740X2441X5041X3841X1440X9040X6640X4340X19(T/W)(T/W)(T/W)(T/W)(T/W)(T/W)(T/W)(T/W ) ELEVATION, TYP. TOP OF WALL (T/W) (T/W )(T/W)(T/W)(T/W)37X0437X0537X2337X4337X5837X5437X3137X4237X5337X6937X5737X6637X3137X1737X4937X6438X0637X7237X7437X6537X7937X9838X0138X0238X0037X9138X0437X6738X1838X2838X2838X1838X0838X1138X1938X2838X0037X9238X2838X2838X1938X0538X0938X1937X1437X2037X5837X5237X6837X6838X0837X6837X2038X0837X6838X0837X5237X5237X2038X0837X2038X0837X5237X5237X5237X2037X2037X5037X2037X6437X6236X7837X1736X7436X3738X2838X2838X2837X5837X5237X14402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 7 1 - J o in t s & G r a d e s . d g n ~ 1 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction TRANSITION THICKNESS AT PAVEMENT THICKENED EDGE EXPANSION JOINT ASPHALT TO CONCRETE EXPANSION JOINT ASPHALT TO CONCRETE EXPANSION JOINT THICKENED EDGE ALONG BUILDING, TYP THICKENED EDGE ALONG BUILDING, TYP ADJACENT TO BUILDING, TYP. EXTERIOR GROUND ELEVATION C3.71 X 75.88 - G 76.38 - TC79X77SPOT ELEVATION GENERAL NOTES JOINT LEGEND DUMMY CONTRACTION JOINT DOWELED CONSTRUCTION JOINT MESH REINFORCED PANEL SEE SHEET C3.51 FOR JOINT DETAILS Grades Joints & PAT SULLIVAN ROAD N DOWELED CONTRACTION JOINT TIED CONTRACTION JOINT 0 10 20 JOINTS & GRADES. FOR USE IN OBTAINING THE EXACT LOCATION OF THE TO THE CONTRACTOR AT THE TIME OF CONSTRUCTION DOCUMENT, THE ELECTRONIC CAD FILE WILL BE GIVEN 3. UPON SIGNING BENESCH'S ELECTRONIC DISCLAIMER ADD 5500 TO ALL SPOT ELEVATIONS. G = GUTTER ELEVATION TC = TOP OF CURB ELEVATION CURB SPOT ELEVATIONS WILL BE SHOWN AS WHERE THE CURB HEIGHT IS TRANSITIONING, THE CURB HEIGHT, UNLESS NOTED OTHERWISE. IN AREAS ADD 0.5' TO THE SPOT ELEVATION TO OBTAIN THE REPRESENT THE TOP OF PAVEMENT SLAB ELEVATION. 2. SPOT ELEVATIONS AT THE CURBED LOCATIONS ADD 5500 TO ALL SPOT ELEVATIONS. PAVEMENT SPOT ELEVATIONS SHOWN AS 1. FFE =5538.32 PROPOSED HANGAR 636X7436X3736X7837X1737X62BTN-1 06-16-23 1 BTN BTN-1 MODIFIED WITH ENTIRE SHEET 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 4 . 1 1 - R e t a in in g W a ll - P la n & P r o f ile . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5537 5 5 4 2 5542 5 5 4 2 5 5 4 2 5542 5 5 4 2 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 55 3 8 5538 5538 5538 5 5 3 8 5 5 3 8 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5 5 4 1 5541 5541 5541 5542 5542 5542 5542 5 5 4 2 5542 S W V WV W V WV D YH WV 5 5 3 8 5 5 3 8 5538 5537 5537 5537 55385538 5538 5538 5538 5 5 3 8 5 5 3 8 55395539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55405540 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 0+00 1+00 2+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 LEVELING COURSE 9" AGGREGATE BASE / BEHIND WALL PROP. FINISHED GRADE IN FRONT OF WALL PROP. FINISHED GRADE 5539.66 ELEV: S T A : 1 + 7 4 . 3 0 E L E V : 5 5 3 4 . 9 7 S T A : 1 + 9 0 . 3 0 E L E V : 5 5 3 7 . 0 6 S T A : 0 + 1 4 . 3 0 S T A : 0 + 1 8 . 3 0 5539.66 ELEV: S=-1.19% S=-1.19% CHAIN-LINK FENCE BLACK VINYL 4' TALL 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00 13+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 8 . 0 1 T / C E L E V : 5 5 3 8 . 5 1 S T A : 1 0 + 6 9 . 2 6 B E G I N L O W - F L O W L I N E R F L : 5 5 3 6 . 0 0 T / C E L E V : 5 5 3 6 . 5 0 S T A : 1 2 + 4 9 . 5 2 B E G I N L O W - F L O W L I N E R IN BACKGROUND PROP. RETAINING WALL EXISTING GROUND FLOWLINE LOW-FLOW LINER GRADE FINISHED PROP. F L : 5 5 3 2 . 7 6 F L O W L I N E T O M A T C H R I M E L E V . ) R I M : 5 5 3 5 . 9 6 ( L O W - F L O W L I N E R S T A : 1 2 + 4 4 . 3 3 ( S E E S T O R M D R A I N ' C ' ) P R O P . G R A T E I N L E T S=-1.19% 0 20 40 C4.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB NP A T S U L L I V A N R O A D BETTY CLARK ROAD S D - A 2 10+00.00 1623192.34 2374545.62 13+00.00 1623207.23 2374245.99 RW-A POE Plan-Profile Retaining Wall (RW-A) RETAINING WALL 'A' 0+00 1+00 2+00 4V:1H EXAGGERATION PROFILE LOW-FLOW LINER 10+00 11+00 12+00 13+00 STATION NORTHING EASTING DESCRIPTION POB0+00.00 1623191.58 2374495.52 2+00.00 1623201.51 2374295.76 RW-A BASELINE ALIGNMENT DATA POE LOW-FLOW LINER CENTERLINE ALIGNMENT DATA 3 3 3 2 1 2 1 FFE =5538.32 PROPOSED HANGAR 6 1,150 SF CONSTRUCT CONCRETE LOW-FLOW LINER (SEE DETAIL ON C4.51) 156 LF SHEE C4.51) CONSTRUCT 4' TALL BLACK VINYL CHAINLINK FENCE (SEE DETAIL ON 762 SF EQUAL (SEE DETAIL ON SHEET C4.51) CONSTRUCT RETAINING WALL, STONE STRONG 6-28 BLOCKS OR BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 4" SETBACK PER UNIT 9 " 60" 9" DATE: PROJECT FILE: These typical details are preliminary and conceptual in nature. They are provided for general information purposes only. Anyone making use of these details and related information does so at their own risk and assumes all liability for such use. Site specific design should be performed by a licensed Professional Engineer based on actual site conditions, materials, and local practices. Stone Strong LLC retains al common law, statutory, and other reserved rights to these drawings including the copyright. Limited license is granted to copy, reproduce, or modify the details to prepare construction drawings for Stone Strong retaining walls. Stone Strong LLC makes no warranties, either expressed or implied, of merchantability or fitness for any particular purpose, and accepts no responsibility for the accuracy, suitability, or completeness of information contained herein. DISCLAIMER: MISC. APPLICATIONS STONE STRONG SYSTEMS www..comstonestrong 3" 1 ' - 0 " 9"3" 6 " 6 " 9"3" 9" 3 . 5 ' 9" LENGTH OF LINER 4'-6" 2 " 10" 3 ' - 0 " (LINE PANEL) 10'-0" MAX. (CORNER PANEL) 10'-0" MAX. 1'-0" 6 " 6 " 4 ' - 0 " 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 4 . 5 1 - R e t a in in g W a ll D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction WALL TOP UNIT 6 SF RETAINING STONE STRONG WALL UNIT 24 SF RETAINING STONE STRONG (SUBSIDIARY TO RETAINING WALL) CRUSHED ROCK BASE COURSE EVERY 50') THROUGH WALL DRAIN TILE (OUTLET 4" PERFORATED RETAINING WALL) (SUBSIDIARY TO UNIT AGGREGATE FILL FLOW LINE 6" X 6" 10/10 WWF FLOW LINE LOW-FLOW LINER AND END OF AT BEGINNING TURN-DOWN FLOWLINE ZONE DRAINAGE AGGREGATE 12" WIDE (MIN.) FENCE CHAIN-LINK BLACK VINYL 4' TALL 3" DIA. PIPE CORNER & ANGLE POSTS 2 1/2" DIA. PIPE LINE POSTS 1 5/8" DIA. TOP RAIL (TYPICAL) BOTTOM TENSION WIRE, #9 WIRE, 2" MESH CHAIN LINK FABRIC BLACK VINYL FENCE CHAIN LINK INSTALLING FENCE. WITH CONCRETE WHEN RETAINING WALL. FILL SLEEVE INSTALLED WITH 10" DIA. (MIN. ) PIPE INSTALLING FENCE. WITH CONCRETE WHEN RETAINING WALL. FILL SLEEVE INSTALLED WITH 10" DIA. (MIN. ) PIPE FENCE CHAIN-LINK BLACK VINYL C4.51 Details Miscellaneous Paving / NOT TO SCALE NOT TO SCALE TYPICAL SECTION RETAINING WALL SECTION THROUGH WALLFACE ELEVATION NOT TO SCALE CORED PIPE OUTLET THROUGH BLOCK CORE OPENING FOR PIPE PROVIDE EROSION PROTECTION PROVIDE #6 BAR T&B IN FRONT AND REAR FACES AROUND OPENING 1. SEE TECH MEMO TM-2018-01 FOR BLOCK REINFORCEMENT NOTES: REQUIREMENTS. 96" 36" 90" 44" NOT TO SCALE STONE STRONG 24SF UNIT BATTERED FACE 2. VARIOUS FACE TEXTURES ARE AVAILABLE. WHERE MULTIPLE PATTERNS ARE USED WITHIN A TEXTURE, INSTALL PATTERNS RANDOMLY. STONE STRONG 6SF TOP UNIT NOT TO SCALE 48" 18" 38" 44" 13" STONE STRONG 3SF TOP UNIT NOT TO SCALE 24" 18" 14" 44" 13" NOT TO SCALE TURN-DOWN DETAIL) (LOW-FLOW LINER SECTION A-A A A LOW-FLOW LINER CONCRETE CHAMFER ALL EXPOSED EDGES 1/2" A.S.T.M DESIGNATION A-185 ALL WELDED STEEL WIRE FABRIC SHALL CONFORM TO COMPRESSIVE STRENGTH OF 3,500 PSI. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY CONTRACTION JOINT SPACING SHALL BE 10' MAXIMUM INSTALLED @ INTERVALS OF 80' MAXIMUM. JOINT FILLING FILLER (HOT POURED TYPE) SHALL BE 1" PREFORMED EXPANSION JOINT SEALED WITH 1" OF O F L I N E R S T A R T L I N E R E N D O F LOW FLOW LINER NOTES NOT TO SCALE FENCE DETAILS CHAIN-LINK BLACK VINYL POST SLEEVE DETAIL CHAIN LINK FENCE 4 ' - 0 " 6 " F E N C E D E T A I L A S S H O W N I N 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 5 . 1 1 - S a n it a r y P la n & P r o file . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5 5 4 2 5542 5 5 4 2 5 5 4 2 5542 5 5 4 2 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 55 3 8 5538 5538 5538 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5 5 4 1 5541 5541 5541 5541 5542 5542 5542 5542 5542 5542 5 5 4 2 5542 5542 5543 5 5 4 3 S W V WV W V WV DYH L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p ( T Y P I C A L ) L I G H T P A D C O N C . Y e llo w S t r ip e ( A S P H A L T ) ( A S P H A L T ) ( A S P H A L T ) 8 " I N V . O U T = 5 5 2 6 . 7 7 ' 8 " I N V . I N N O R T H = 5 5 2 6 . 8 2 ' 8 " I N V . I N E A S T = 5 5 2 6 . 9 1 ' R I M E L . = 5 5 4 1 . 3 5 ' S E W E R M A N H O L E I N V . = 5 5 3 7 . 7 3 ' 2 4 " R C P W / F E S I N V . = 5 5 3 6 . 5 6 ' 2 4 " R C P W / F E S F e n c e W ir e ( U T I L I T Y B O X ) S T E E L L ID 53 1 . 9 5 ' 5' T O P N U T E L . = 5 5 3 5 . 1 6 ' R I M E L . = 5 5 3 9 . 8 6 ' W A T E R V A L V E L e a s e P a r c e l P 1 5 - E A ( N o r t h 2 5 , 6 5 1 s q f t ) L e a s e P a r c e l 1 0 F L WV 5 5 3 8 5 5 3 8 5537 5538 5538 5538 5 5 3 8 5 5 3 8 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5540 GROUND EXISTING GRADE FINISHED PROP. F L : 5 5 2 8 . 0 2 ( 8 " ) F L : 5 5 3 0 . 4 0 ( 6 " ) S T A : 1 1 + 5 9 . 7 8 S E R V I C E C O N N E C T I O N P R O P . S A N I T A R Y S E W E R S=-2.00% 6" SEWER PROP. 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 FL: 5535.43 STA: 11+17.36 PROP. 24" STORM DRAIN 3 ' F L : 5 5 3 2 . 8 2 S T A : 1 0 + 3 3 . 1 0 P L A N S F O R C O N T I N U A T I O N ) P R O P . 4 " C O N N E C T I O N T O B U I L D I N G @ F L : 5 5 3 2 . 6 7 S T A : 1 0 + 4 0 . 6 9 F L : 5 5 3 1 . 9 0 ( 4 " W & 6 " E ) F L : 5 5 3 2 . 4 9 ( 4 " N W ) R I M : 5 5 4 0 . 0 0 S T A : 1 0 + 8 0 . 0 0 P R O P . S A N I T A R Y S E W E R M A N H O L E S=-2.00% 4" SEWER PROP. SERVICE LINE PROP. GAS FFE=5538.32 HANGAR PROP. FL: 5531.44 STA: 11+02.95 FL: 5530.78 STA: 10+48.39 SERVICE LINE PROP. 1-1/2" WATER GRADE FINISHED PROP. GROUND EXISTING F L : 5 5 3 2 . 8 2 S T A : 2 0 + 4 2 . 9 5 ( S E E P L U M B I N G P L A N S F O R C O N T I N U A T I O N ) S A N I T A R Y S E W E R L I N E A T C L E A N O U T P R O P . 4 " C O N N E C T I O N T O B U I L D I N G PLANS) (SEE PLUMBING INTERCEPTOR PROP. S.O.G. 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 20+00 21+00+10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 1 . 9 0 ( 4 " W & 6 " E ) F L : 5 5 3 2 . 4 9 ( 4 " N W ) R I M : 5 5 4 0 . 0 0 S T A : 2 0 + 5 9 . 2 0 P R O P . S A N I T A R Y S E W E R M A N H O L E F L : 5 5 3 2 . 6 7 S T A : 2 0 + 5 0 . 4 2 S=-2.00% 4" SEWER PROP. SERVICE LINE PROP. GAS F F E = 5 5 3 8 . 3 2 P R O P . H A N G A R W V L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p T O P N U T E L . = 5 5 3 5 . 1 6 ' R I M E L . = 5 5 3 9 . 8 6 ' W A T E R V A L V E 0 20 40 C5.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB N P A T S U L L I V A N R O A D BETTY CLARK ROAD S D - A (SWR-A) SANITARY SEWER 'A' (SWR-B) SANITARY SEWER 'B' 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB POE POE PI PI SWR-A BASELINE ALIGNMENT DATA SWR-B BASELINE ALIGNMENT DATA 2 3 Plan-Profile Sanitary Sewer 10+00.00 1623235.29 2374442.74 10+33.76 1623201.57 2374441.07 10+41.35 1623195.94 2374446.17 12+00.00 1623188.07 2374604.62 20+00.00 1623225.11 2374451.67 21+00.00 1623163.78 2374512.15 4 5 PI20+21.20 1623203.94 2374450.61 PI20+24.03 1623201.84 2374452.51 PI20+50.42 1623200.53 2374478.88 6 7 1 1 2 3 4 5 5 6 67 SAN-ASAN-BFFE =5538.32 PROPOSED HANGAR 6 BLOWUP DETAIL 0 10 20 N 6 FFE =5538.32 PROPOSED HANGAR 6 7 6 1 5 5 5 1 3 2 4 SAN-ASAN-ASAN-BSAND-OIL-GAS INTERCEPTOR - SEE PLUMBING PLANS SANITARY SEWER CLEANOUT - SEE PLUMBING PLANS 3 EA 1 EA ON SHEET C5.51) CONSTRUCT 6" SANITARY SEWER SERVICE CONNECTION (SEE DETAIL 1 EA SHEET C5.51) CONSTRUCT SANITARY SEWER MANHOLE (4' DIA., SEE DETAIL ON 30 LF CONSTRUCT 6" PVC (C900) SANITARY SEWER LINE 64 LF CONSTRUCT 4" PVC (C900) SANITARY SEWER LINE 2 0 + 0 021+001 0 + 0 0 11+00 12+00 BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 5 . 5 1 - S a n it a r y D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction TRENCH DETAIL SANITARY SEWER C5.51 Details Sanitary Sewer DETAILS SERVICE CONNECTION SANITARY SEWER CITY OF RIFLE STANDARD DRAWINGS CITY OF RIFLE STANDARD DRAWINGSCITY OF RIFLE STANDARD DRAWINGS OVER 15' DEEP RISER FOR SEWERS CITY OF RIFLE STANDARD DRAWINGS SUBGRADE DETAIL TRENCH IN UNSTABLE SANITARY SEWER DETAILS SANITARY SEWER MANHOLE 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 6 . 1 1 - W a t e r P la n & P r o file . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5537 5 5 4 2 5542 5 5 4 2 5 5 4 2 5542 5 5 4 2 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 55 3 8 5538 5538 5538 5 5 3 8 5 5 3 8 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5 5 4 1 5541 5541 5541 5542 5542 5542 5542 5 5 4 2 5542 S W V WV W V WV DYH 2 4 " IN V = 5 5 3 2 . 3 3 ' 1 2 " IN V = 5 5 3 2 . 5 6 ' R I M = 5 5 3 6 . 0 2 ' S T O R M G R A T E L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p ( T Y P I C A L ) L I G H T P A D C O N C . Y e llo w S t r ip e P A D C O N C . L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p E L E V . = 5 5 3 6 . 7 6 ' S I T E B E N C H M A R K A L U M I N U M C A P 1 2 " I N V = 5 5 3 3 . 6 2 ' R I M = 5 5 3 5 . 8 7 ' S T O R M G R A T E S t e e l P in G R A V E L R O A D ( A S P H A L T ) ( A S P H A L T ) ( A S P H A L T ) ( A S P H A L T ) 8 " I N V . O U T = 5 5 2 6 . 7 7 ' 8 " I N V . I N N O R T H = 5 5 2 6 . 8 2 ' 8 " I N V . I N E A S T = 5 5 2 6 . 9 1 ' R I M E L . = 5 5 4 1 . 3 5 ' S E W E R M A N H O L E I N V . = 5 5 3 7 . 7 3 ' 2 4 " R C P W / F E S I N V . = 5 5 3 6 . 5 6 ' 2 4 " R C P W / F E S F e n c e W ir e ( U T I L I T Y B O X ) S T E E L L ID 53 1 . 9 5 ' 5' T O P N U T E L . = 5 5 3 5 . 1 6 ' R I M E L . = 5 5 3 9 . 8 6 ' W A T E R V A L V E L e a s e P a r c e l P 1 5 - E A ( N o r t h 2 5 , 6 5 1 s q f t ) L e a s e P a r c e l 1 0 F L WV 5 5 3 8 5 5 3 8 5537 5537 55375538 5538 5538 5538 5538 5 5 3 8 5 5 3 8 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5540 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 FL: 5528.14 STA: 11+04.83 EXIST. 8" SEWER 1 0 " F L : 5 5 3 3 . 9 2 ( F I E L D V E R I F Y ) S T A : 1 1 + 1 8 . 5 3 P R O P . 1 0 " X 8 " T A P P I N G S L E E V E A N D V A L V E , M . J . F L : 5 5 3 2 . 6 5 S T A : 1 0 + 7 8 . 4 4 P R O P . 8 " P O S T I N D I C A T O R V A L V E , M . J . F L : 5 5 3 2 . 6 5 S T A : 1 0 + 5 4 . 7 0 ( S E E P L U M B I N G F O R C O N T I N U A T I O N ) C O N N E C T I O N A T B U I L D I N G GROUND EXISTING FL: 5535.39 STA: 10+85.60 PROP. 24" STORM DRAIN 4 . 7 ' F L : 5 5 3 2 . 6 5 S T A : 1 0 + 6 0 . 0 0 1 . 6 ' SERVICE LINE PROP. GAS FFE = 5538.32 PROP. HANGAR S=0.00% 8" WATER PROP. GRADE FINISHED PROP. S=3.36%8" WATERPROP. DRAIN PERIMETER 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 20+00 21+00 22+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 GROUND EXISTING 5 ' ( M I N . ) 6 ' FL: 5527.94 STA: 21+24.14 EXIST. 8" SEWER FL: 5535.55 STA: 21+05.28 PROP. 24" STORM DRAIN F L : 5 5 3 3 . 9 2 ( F I E L D V E R I F Y ) S T A : 2 1 + 3 7 . 8 1 E X I S T I N G 1 0 " W A T E R M A I N C O R P O R A T I O N S T O P A T S T A : 2 0 + 4 0 . 1 5 ( S E E P L U M B I N G F O R C O N T I N U A T I O N ) C O N N E C T I O N A T B U I L D I N G SERVICE LINE INTO BUILDING THEN UPSIZE TO A 1 1/2" WATER TO 5' PAST THE WATER METER, 1" SERVICE LINE FROM WATER MAIN S T A : 2 0 + 9 6 . 7 9 M E T E R P I T P R O P . 1 " W A T E R M E T E R I N SERVICE LINE PROP. GAS 1 8 " FFE = 5538.32 PROP. HANGAR 1 8 " FL: 5532.53 STA: 20+60.03 PROP. 4" SEWER GRADE PROP. FINISHED DRAIN PERIMETER 0 20 40 C6.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB N P A T S U L L I V A N R O A D BETTY CLARK ROAD S D - A 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB POE POE WTR-A BASELINE ALIGNMENT DATA WTR-B BASELINE ALIGNMENT DATA 2 Plan-Profile Water Service (WTR-A) WATER LINE 'A' (WTR-B) WATER LINE 'B' 3 4 5 6 7 10+00.00 1623266.51 2374472.17 12+00.00 1623197.20 2374608.87 20+00.00 1623253.13 2374448.34 22+00.00 1623181.80 2374588.81 8 9 10+60.00 1623206.58 2374469.19 20+50.43 1623202.76 2374445.84 PI PI 5 8 2 3 9 1 67 2 4 FFE =5538.32 PROPOSED HANGAR 6 DETAIL ON SHEET 6.52. CONSTRUCT 1" WATER METER (1 EA) & WATER METER PIT (1 EA). SEE 52 LF BUILDING 1" WATER SERVICE LINE OUT OF THE WATER WATER METER TO THE CONSTRUCT 1-1/2" TYPE K COPPER WATER SERVICE LINE FROM THE 46 LF MAIN TO 5' PAST THE WATER METER CONSTRUCT 1" TYPE K COPPER WATER SERVICE LINE FROM WATER 1 EA CONSTRUCT 1" CURB STOP 1 EA CONSTRUCT 1" CORPORATION STOP 1 EA EQUAL) CONSTRUCT 8" POST INDICATOR VALVE (MUELLER A-20906 OR 1 EA 64 LF CONSTRUCT 8" PVC (C900) RESTRAINED JOINT WATER LINE 1 EA MAIN SIZE PRIOR TO ORDERING MATERIALS) CONSTRUCT 10" X 8" TAPPING SLEEVE AND VALVE, M.J. (FIELD VERIFY 2 0 + 0 0 21+00 22+00 1 0 + 0 0 11+00 12+00 20+70.00 1623188.25 2374458.97 PI BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 6 . 5 1 - W a t e r D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C6.51THRUST BLOCKING TRENCH DETAIL WATERLINE TEE TYPICAL CROSS SECTION DEAD END (IN SQUARE FEET) MINIMUM BEARING SURFACE AREA LENGTHS RESTRAINED PIPE Service Details Fire Protection Water / CITY OF RIFLE STANDARD DRAWINGS CITY OF RIFLE STANDARD DRAWINGS CITY OF RIFLE STANDARD DRAWINGS CITY OF RIFLE STANDARD DRAWINGS CITY OF RIFLE STANDARD DRAWINGS DETAIL CONCRETE KICKBLOCK IN UNSTABLE GRADE DETAIL WATERLINE TRENCH CITY OF RIFLE STANDARD DRAWINGS DETAIL GATE VALVE 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 6 . 5 2 - W a t e r D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C6.52 Service Details Fire Protection Water / CITY OF RIFLE STANDARD DRAWINGS (MODIFIED) METER PIT DETAILS 1" WATER METER / 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 1 - S t o r m D r a in P la n - P r o f ile . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5 5 3 7 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5541 5 5 4 2 5542 5542 5542 5 5 4 2 S WV WV W V WV W VDYH DYH LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. (ASPHALT)(ASPHALT) (ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE Lease Parcel P16-EA & Lease Parcel Lease Parcel P15-EALease Parcel P14-EALease Parcel P13-EA (South 41,712 sq ft) Lease Parcel 10FL (North 25,651 sq ft) Lease Parcel 10FL WV W V W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00 13+00 14+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 GRADE FINISHED PROP. GROUND EXISTING F L : 5 5 3 2 . 7 8 S T A : 1 0 + 1 1 . 2 7 P R O P . 2 4 " F L A R E D E N D S E C T I O N S=0.85% (CLASS III) 24" RCP PROP. S=0.85% (CLASS III) 24" RCP PROP. S=0.85% (CLASS III) 24" RCP PROP. F L : 5 5 3 5 . 6 4 W I N D O W F L : 5 5 3 7 . 6 0 R I M : 5 5 3 9 . 6 0 S T A : 1 3 + 4 7 . 6 0 P R O P . G R A T E I N L E T 2 4 " F L : 5 5 3 5 . 3 5 S T A : 1 3 + 1 4 . 2 5 F I E L D T A P S T O R M D R A I N L O W E R F L : 5 5 3 7 . 6 0 U P P E R F L : 5 5 3 7 . 9 0 T / C @ E N T R Y : 5 5 3 8 . 4 0 S T A : 1 3 + 5 6 . 8 3 W I N G W A L L S T R U C T U R E FL: 5532.89 STA: 13+18.56 PROP. 8" WATER SERVICE LINE PROP. GAS FL: 5531.69 STA: 13+29.89 PROP. 6" SEWER 1 . 6 ' 3 ' 1 . 5 ' FL: 5533.63 STA: 13+36.94 PROP. WATER SERVICE F L : 5 5 3 4 . 0 2 R I M : 5 5 3 7 . 1 2 S T A : 1 1 + 5 7 . 7 1 P R O P . G R A T E I N L E T F L : 5 5 3 3 . 2 8 ( 2 4 " N & S ) F L : 5 5 3 3 . 6 3 ( 1 5 " W ) R I M : 5 5 3 7 . 7 7 S T A : 1 0 + 7 0 . 2 9 P R O P . G R A T E I N L E T 0 20 40 C7.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STORM DRAIN 'A' STATION NORTHING EASTING DESCRIPTION POB SD-A BASELINE ALIGNMENT DATA N PAT SULLIVAN ROAD 2 3 4 S D - B S D - B S D - C S D - C SD-A SD-A POE PI 10+00.00 1623522.66 2374500.00 10+68.89 1623454.21 2374507.71 14+00.00 1623123.50 2374491.28 1 2 2 23 3 6 7 5 6 4 5 7 R O A D C L A R K B E T T Y PT. NO.NORTHING EASTING ROOF DRAIN DATA FLOWLINE ELEV. A 1623211.32 2374480.69 5537.70 A 1 EA FIELD TAP STORM DRAIN PIPE (SEE DETAIL ON SHEET C7.51) 1 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION, TYPE 2 12 TONS CONSTRUCT RIP RAP (SEE DETAIL ON SHEET C7.51) 1 EA CONSTRUCT INLET STRUCTURE (SEE DETAIL ON SHEET C7.53) 1 EA CONSTRUCT GRATE INLET - TYPE 2 (SEE DETAIL ON SHEET C7.52) 2 EA CONSTRUCT GRATE INLET - TYPE 1 (SEE DETAIL ON SHEET C7.52) 318 LF CONSTRUCT 24" RCP (CLASS III) 1 EA CONSTRUCT 24" R.C. FLARED END SECTION 8 8 FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 10+00 11+00 12+00 13+00 14+00 SD-A 332 LF 1 BTN 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 2 - S t o r m D r a in P la n - P r o f ile . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5 5 3 7 5 5 3 7 5534 5534 5534 5534 5534 5534 5534 5534 5535 5 5 3 5 5 5 3 5 5 5 3 5 5535 5 5 3 5 5 5 3 5 5535 5 5 3 5 5 5 3 5 5 5 3 5 5536 5536 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 6 5536 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5538 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 53 8 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5 5 4 0 5540 5540 5540 5541 5541 W V DYH Y e llo w S t r ip e E d g e o f C o n c r e t e E d g e o f C o n c r e t e W h it e S t r ip e ( C O N C R E T E ) ( A S P H A L T ) ( A S P H A L T ) T O P N U T E L . = 5 5 3 1 . 3 6 ' R I M E L . = 5 5 3 7 . 4 1 ' W A T E R V A L V E T O P N U T E L . = 5 5 3 1 . 9 5 ' R I M E L . = 5 5 3 7 . 9 5 ' W A T E R V A L V E S 8 " I N V . O U T = 5 5 3 1 . 3 3 ' 4 " I N V . I N = 5 5 3 1 . 5 3 ' R IM E L . = 5 5 3 6 . 5 3 ' S E W E R M A N H O L E L e a s e P a r c e l P 1 4 - E A L e a s e P a r c e l P 1 3 - E A W V WV T O P N U T E L . = 5 5 3 0 . 7 8 ' R IM E L . = 5 5 3 7 . 2 8 ' W A T E R V A L V E 5 5 3 8 5 5 3 8 5538 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 35 5 3 4 5534 5 5 3 4 5 5 3 5 5535 5 5 3 5 5536 5 5 3 6 5 5 3 7 55375537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5 5 3 8 5 5 3 9 T 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 20+00 21+00 22+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 GRADE FINISHED PROP. GROUND EXISTING 1 5 " F L : 5 5 3 3 . 7 1 S T A : 2 1 + 6 7 . 9 2 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 3 . 9 8 S T A : 2 1 + 1 4 . 1 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 4 . 1 1 S T A : 2 0 + 8 7 . 0 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 4 . 1 4 S T A : 2 0 + 8 2 . 0 1 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 4 . 2 4 S T A : 2 0 + 6 1 . 5 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) S T A : 2 0 + 4 1 . 0 0 / 1 5 " F L : 5 5 3 4 . 3 4 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) S T A : 2 0 + 2 5 . 3 1 \ 1 5 " F L : 5 5 3 4 . 4 2 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) S T A : 2 0 + 0 9 . 0 3 \ 8 " F L : 5 5 3 5 . 1 6 P R O P . R O O F D R A I N C O N N E C T I O N S T A : 2 0 + 2 0 . 0 0 \ 1 5 " F L : 5 5 3 4 . 4 5 S T A : 2 0 + 1 3 . 8 8 \ 8 " F L : 5 5 3 5 . 0 6 \ 1 5 " F L : 5 5 3 4 . 4 8 P R O P . 1 5 " X 8 " R E D U C E R S=-0.50% 15" HDPE PROP. S=-0.50% 15" HDPE PROP. 1 5 " F L : 5 5 3 3 . 8 3 S T A : 2 1 + 4 3 . 0 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 3 . 8 1 S T A : 2 1 + 4 7 . 6 6 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) F L : 5 5 3 3 . 2 8 ( 2 4 " N & S ) F L : 5 5 3 3 . 6 3 ( 1 5 " W ) R I M : 5 5 3 7 . 7 7 S T A : 2 1 + 8 2 . 8 5 P R O P . G R A T E I N L E T F L : 5 5 3 3 . 2 8 0 20 40 C7.12 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STORM DRAIN 'B' STATION NORTHING EASTING DESCRIPTION POB SD-B BASELINE ALIGNMENT DATA * N P A T S U L L I V A N R O A D 2 3 4 5 S D - A S D - A SD-BSD-B 2 0 + 0 0 21+00 22+00 * * * SYSTEMS (ADS) N12 OR APPROVED EQUAL. ALL HDPE PIPE AND FITTINGS SHALL BE ADVANCED DRAINAGE * POE PI 20+00.00 2374344.00 20+20.00 1623460.89 2374344.99 22+00.00 1623451.96 2374524.77 1 23 2 2 2 233 4 4 5 GRATE INLET - SEE SHEET C7.11 165 LF CONSTRUCT 15" HDPE 3 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION - TYPE 3 6 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION - TYPE 2 1 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION - TYPE 1 PT. NO.NORTHING EASTING ROOF DRAIN DATA FLOWLINE ELEV. A B C D E F G H J K 1623448.59 2374344.38 1623448.52 2374345.69 1623447.54 2374365.35 1623446.52 2374385.91 1623445.51 2374406.31 1623445.41 2374408.38 1623443.93 2374438.44 1623442.60 2374467.31 1623442.52 2374468.90 1623441.24 2374492.11 5535.16 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 A B C D E F HG K 2 J 1623440.92 SD-B FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 1 BTN 168 LF 1 BTN 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 3 - S t o r m D r a in P la n - P r o f ile . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5537 5542 5 5 4 2 5540 5540 5540 5 5 4 0 5540 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5535 5536 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5541 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Inv.= 5539.23' 15" CMP Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap (49,623 sq ft) Lease Parcel 9FL ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' Fence Wire (UTILITY BOX) STEEL LID (South 41,712 sq ft) Lease Parcel 10FL (North 25,651 sq ft) Lease Parcel 10FL 55385533 5 5 3 4 5 5 3 5 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5 5 4 0 5 5 4 0 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 30+00 31+00+10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 2 . 3 3 ( E X I S T . 2 4 " W ) F L : 5 5 3 2 . 5 6 ( E X I S T . 1 2 " S ) F L : 5 5 3 2 . 3 3 ( P R O P . 1 8 " N ) R I M : 5 5 3 6 . 0 2 S T A : 3 0 + 5 0 . 6 9 E X I S T . G R A T E I N L E T F L : 5 5 3 2 . 7 6 ( 1 8 " O U T , S ) F L : 5 5 3 2 . 5 0 ( 2 " I N , N ) R I M : 5 5 3 5 . 9 6 S T A : 3 0 + 2 9 . 2 6 P R O P . G R A T E I N L E T 0 20 40 C7.13 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STATION NORTHING EASTING DESCRIPTION POB SD-C BASELINE ALIGNMENT DATA N 2 3 S D - A SD-C PI 30+00.00 1623233.70 2374302.77 30+50.69 1623183.07 2374300.26 31+00.00 1623184.83 2374250.97 (SD-C) STORM DRAIN 'C' 30+00 3 1 + 0 0 POE 1 2 3 SD-C S D - B 4 4 4 CONCRETE LOW-FLOW LINER - SEE SHEET C4.11 1 EA C7.52) TAP EXISTING STORM DRAIN STRUCTURE (SEE DETAIL ON SHEET 1 EA CONSTRUCT GRATE INLET, TYPE 1 (SEE DETAIL ON SHEET C7.52) 23 LF CONSTRUCT 18" RCP (CLASS III) FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 5542 5 5 4 2 5540 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 3 0 5 5 3 0 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5534 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5541 5542 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Edge of Concrete ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP (ASPHALT) (ASPHALT) Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (South 41,712 sq ft) Lease Parcel 10FL (North 25,651 sq ft) Lease Parcel 10FL 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 53 8 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 4 - P e r im e t e r D r a in P la n - P r o file . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction WV WV W V H S WV W V W V 5515 5520 5525 5530 5535 5540 5545 5515 5520 5525 5530 5535 5540 5545 20+00 21+00 22+00 23+00 24+00 25+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 3 . 5 7 S T A : 2 0 + 5 5 . 5 7 ( S E E P E R I M E T E R D R A I N ' A ' ) F L : 5 5 3 2 . 8 3 S T A : 2 2 + 4 0 . 0 0 B R E A K I N G R A D E F L : 5 5 3 3 . 1 8 S T A : 2 2 + 1 2 . 4 3 F L : 5 5 3 0 . 9 3 S T A : 2 4 + 5 0 . 0 0 P R O P . 4 " T E E ( R O T A T E D ) F L : 5 5 3 2 . 3 0 S T A : 2 4 + 4 8 . 6 3 F L : 5 5 3 3 . 5 6 R I M : 5 5 3 8 . 2 6 S T A : 2 0 + 5 8 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 3 7 R I M : 5 5 3 8 . 2 4 S T A : 2 1 + 3 6 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 1 9 R I M : 5 5 3 8 . 2 4 S T A : 2 2 + 0 9 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 2 . 3 1 R I M : 5 5 3 8 . 2 1 S T A : 2 4 + 4 5 . 3 5 P R O P . C L E A N O U T PROP. FINISHED GRADE EXISTING GROUND S=-1.28% 4" PERF. HDPES=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE ROOF DRAINS, TYP. F L : 5 5 3 2 . 8 0 R I M : 5 5 3 8 . 2 4 S T A : 2 2 + 4 9 . 7 0 P R O P . C L E A N O U T 5515 5520 5525 5530 5535 5540 5545 5515 5520 5525 5530 5535 5540 5545 10+00 11+00 12+00 13+00 14+00 15+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 3 . 5 7 S T A : 1 0 + 4 1 . 5 0 ( S E E P E R I M E T E R D R A I N ' B ' ) F L : 5 5 3 0 . 9 4 R I M : 5 5 3 8 . 1 3 S T A : 1 4 + 3 2 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 1 . 1 3 R I M : 5 5 3 8 . 7 7 S T A : 1 3 + 5 6 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 2 . 9 9 R I M : 5 5 4 0 . 1 1 S T A : 1 2 + 7 1 . 5 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 2 8 R I M : 5 5 3 8 . 9 4 S T A : 1 1 + 5 9 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 5 6 R I M : 5 5 3 8 . 2 4 S T A : 1 0 + 4 4 . 0 0 P R O P . C L E A N O U T PROP. FINISHED GRADE EXISTING GROUND MANHOLE FL: 5527.60 FL: 5530.91 (4" IN, E) FL: 5532.50 (2" OUT, W) RIM: 5675.30 STA: 14+43.00 PROP. MANHOLE W/ SUMP PUMP F L : 5 5 3 2 . 5 0 S T A : 1 4 + 6 1 . 3 6 F L : 5 5 3 2 . 7 6 ( 1 8 " O U T , S ) F L : 5 5 3 2 . 5 0 ( 2 " I N , N ) R I M : 5 5 3 5 . 9 6 S T A : 1 4 + 7 1 . 8 1 P R O P . G R A T E I N L E T S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE 2" PVC F L : 5 5 3 0 . 9 3 S T A : 1 4 + 3 5 . 9 3 P R O P . 4 " T E E ( R O T A T E D ) STA: 13+12.5 SERVICE LINE PROP. SEWER STA: 13+21.9 SERVICE LINE PROP. SEWER STA: 13+17.2 SERVICE LINE PROP. WATER STA: 12+75.2 PROP. ROOF DRAIN WATER LINE PROP. 8" FIRE F L : 5 5 3 1 . 3 2 S T A : 1 2 + 7 9 . 0 7 B E N D ( R O T A T E D ) F L : 5 5 3 2 . 9 8 S T A : 1 2 + 7 5 . 7 5 V E R T . B E N D 0 20 40 C7.14 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STATION NORTHING EASTING DESCRIPTION N 2 3 S D - A 4 5 11 1 1 1 1 1 1 2 4 4 4 4 4 4 PI FFE =5538.32 PROPOSED HANGAR 6 PERIMETER DRAIN 'B' 4V:1H EXAGGERATION PERIMETER DRAIN 'A' 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 23+00 24+00 25+00 10+00 11+00 12+00 1 3 + 0 0 1 4 + 0 0 15+00 PERIMETER DRAIN 'B' PERIMETER DRAIN 'A' P E R I M E T E R D R A I N ' A ' P E R I M E T E R D R A I N ' B ' B B SHEET C7.20) (SEE SECTION ON C C SHEET C7.20) (SEE SECTION ON D D A A SHEET C7.20) (SEE SECTION ON SHEET C7.20) (SEE SECTION ON 3 4 4 4 4 5 20+00.00 22+12.43 25+00.00 STATION NORTHING EASTING DESCRIPTION PI PI 10+00.00 12+79.07 14+61.36 15+00.00 1623484.57 1623205.84 1623214.89 1623176.30 2374498.02 2374484.17 2374302.10 2374300.18 POB POE POB1623440.36 1623450.90 1623163.69 2374551.47 2374339.30 2374325.03 TO THE BUILDING PERIMETER DRAIN. ALL FITTINGS REQUIRED SHALL BE SUBSIDIARY HDPE SHALL BE ADS N12 OR APPROVED EQUAL. 1 EA PUMP (SEE DETAIL ON SHEET C7.54) CONSTRUCT STORM DRAIN MANHOLE WITH SUMP 10 EA DETAIL ON SHEET C7.55) CONSTRUCT PERIMETER DRAIN CLEANOUT (SEE FIELD TAP STORM DRAIN STRUCTURE 29 LF CONSTRUCT 2" PVC DISCHARGE LINE 796 LF PERIMETER DRAIN (SEE DETAIL ON SHEET C7.55) CONSTRUCT 4" PERFORATED HDPE BUILDING PERIMETER DRAIN 'A' ALIGNMENT DATA PERIMETER DRAIN 'B' ALIGNMENT DATA POE BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 2 0 - S u b d r a in S e c t io n s . d g n ~ 0 . 5 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction FOOTING FOOTING PEDESTAL PERIMETER DRAIN BACKGROUND GRADE BEAM IN OVEREXCAVATED SURFACE OVEREXCAVATED SURFACE PERIMETER DRAIN FOOTING FOOTING PEDESTAL BACKGROUND GRADE BEAM IN OVEREXCAVATED SURFACE FOOTING FOOTING PEDESTAL PERIMETER DRAIN OVEREXCAVATED SURFACE OF GRADE BEAM 1:1 LINE FROM TOE TOE OF FOOTING 1:1 LINE FROM TOE OF FOOTING 1:1 LINE FROM OF GRADE BEAM 1:1 LINE FROM TOE TOE OF FOOTING 1:1 LINE FROM BACKGROUND GRADE BEAM IN PERIMETER DRAIN OF GRADE BEAM 1:1 LINE FROM TOE TOE OF FOOTING 1:1 LINE FROM C7.20 INTERIOR EXTERIOR SECTION A-A SECTION B-B INTERIOR EXTERIOR SECTION C-C INTERIOR EXTERIOR SECTION D-D Sections Subdrain EXTERIOR INTERIOR FOOTING 1/2 SCALE 1/2 SCALE 1/2 SCALE1/2 SCALE BTN-1 06-16-23 1 BTN 12" 1 2 " 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 5 0 - S t o r m D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction NATIVE OR SELECTED BACKFILL EXISTING GROUND LINE TRENCH WALL SPECIFICATIONS PER MANUFACTURER'S BEDDING MATERIAL SPECIFICATIONS) MANUFACTURER'S UNSTABLE AND PER CONDITIONS ARE EXISTING SOILS MATERIAL (IF FOUNDATION INSIDE FACE CUT PIPE TO FIT CONCRETE SEAL STORM DRAIN TO BE TAPPED STORM DRAIN TO BE TAPPED STORM DRAIN AROUND PIPE WIRE MESH WRAPPED 4 X 4 X 6/6 WELDED (AS REQ'D) 8" BEND 8" PVC RISER PIPE (SEE ARCH. PLANS) DOWNSPOUT DOWNSPOUT ** CONNECTION TO SHOWN IN PLAN) BY STORM PIPES (TYPE & SIZE AS REQ'D SEAL CONCRETE DRAIN STORM (AS REQ'D) 8" BEND 8" PVC RISER PIPE (SEE ARCH. PLANS) DOWNSPOUT DOWNSPOUT ** CONNECTION TO SHOWN IN PLAN) BY STORM PIPES (TYPE & SIZE AS REQ'D (AS REQ'D) 8" BEND 8" PVC RISER PIPE (SEE ARCH. PLANS) DOWNSPOUT DOWNSPOUT ** CONNECTION TO SHOWN IN PLAN) BY STORM PIPES (TYPE & SIZE AS REQ'D AS REQ'D IN PLANS 15" X 8" HDPE REDUCER (1.5' THICK) RIP RAP TRENCH DETAIL DRAIN PIPE CONCRETE STORM . . . . . . . . .. . . . . .. . . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . .. . . . . .. . . . ... 1'-0" 1'-0" 4 " O . D . P I P E O.D. PIPE 3'-0" MINIMUM MIN.MIN. . . . . . . . .. . . . . .. . . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . .. . . . . .. . . . ... 6 " . .. . . .. . . . . . . .. . . .. . . . . . . .. . . .. . . . . . . .. . . .. . . . . . . .. . . .. . . . . . NOT TO SCALE STORM DRAIN PIPES PIPE BEDDING FOR HDPE NOT TO SCALE C7.51 Details Storm Drain ELEVATION ( T Y P . ) PLAN NOT TO SCALE FIELD PIPE TAP DETAILS NOT TO SCALE SLOPE 1% MIN. 2' (MIN) TYPE 2 DETAIL ROOF DRAIN CONNECTION FINISHED FLOOR PROP. ARCHITECTURAL PLANS) DOWNSPOUT TYPE (SEE AS DETERMINED BY DOWNSPOUT OR COLLAR, FIELD CUT FOR ** 8" CAP WITH OPENING NOT TO SCALE SLOPE 1% MIN. 1' (MIN)FINISHED FLOOR PROP. ARCHITECTURAL PLANS) DOWNSPOUT TYPE (SEE AS DETERMINED BY DOWNSPOUT OR COLLAR, FIELD CUT FOR ** 8" CAP WITH OPENING TYPE 3 DETAIL ROOF DRAIN CONNECTION NOT TO SCALE SLOPE 1% MIN. 2' (MIN) TYPE 1 DETAIL ROOF DRAIN CONNECTION FINISHED FLOOR PROP. ARCHITECTURAL PLANS) DOWNSPOUT TYPE (SEE AS DETERMINED BY DOWNSPOUT OR COLLAR, FIELD CUT FOR ** 8" CAP WITH OPENING RIP RAP DETAIL STORM SEWER OUTLET / SIZE BY WEIGHT % SMALLER THAN GIVEN DIMENSION (IN) INTERMEDIATE ROCK 3 9 12 15 2-10 35-50 50-70 70-100 #200 #4 3/4 INCHES 3 INCHES U.S. STANDARD SIEVE SIZE 0 - 3 0 - 20 20 - 90 90 - 10 PERCENT PASSING BY WEIGHT GRADATION FOR GRANULAR RIP RAP BEDDING NOT TO SCALE Type L, 1.5' Thick RIP RAP GRADATION (D50=9") 8" HDPE (ADS N12 OR EQUAL) - 10 LF- REDUCER (SIZE AS SHOWN IN PLANS)- - 8" VERT. BENDS AS REQUIRED- 8" RISER PIPE - 1 EA- 8" CAP OR DOWNSPOUT BOOT - 1 EA- EACH TYPE 1 ROOF DRAIN CONNECTION INCLUDES: 8" HDPE (ADS N12 OR EQUAL) - 10 LF- TEE - 1 EA (SIZE AS SHOWN IN PLANS)- 8" VERT. BENDS AS REQUIRED- 8" RISER PIPE - 1 EA- 8" CAP OR DOWNSPOUT BOOT - 1 EA- EACH TYPE 1 ROOF DRAIN CONNECTION INCLUDES: 8" HDPE (ADS N12 OR EQUAL) - 10 LF- TEE - 1 EA (SIZE AS SHOWN IN PLANS)- 8" VERT. BENDS AS REQUIRED- 8" HORZ. BENDS - 2 EA- 8" RISER PIPE - 1 EA- 8" CAP OR DOWNSPOUT BOOT - 1 EA- EACH TYPE 1 ROOF DRAIN CONNECTION INCLUDES: 2' - 9 5/8" 3 - 11 5/8" 2' - 9 5/8" 3 - 11 5/8" 3 - 11 5/8" 2'-11 5/8"1'-4"1'-4"1 ' - 3 " 9 " 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 5 0 - S t o r m D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction (EACH FACE) 1 - NO. 5 BAR (TYPICAL) 8" CENTERS NO. 5 BARS AT (TYPICAL) 8" CENTERS NO. 5 BARS AT (TYPICAL) 12" CENTERS NO. 5 BARS AT (EACH FACE) 1 - NO. 5 BAR (TYPICAL) 8" CENTERS NO. 5 BARS AT (TYPICAL) 8" CENTERS NO. 5 BARS AT (TYPICAL) 12" CENTERS NO. 5 BARS AT (TYPICAL) 12" CENTERS NO. 5 BARS AT C7.52 Details Storm Drain NOT TO SCALE SECTION A-A SECTION B-B A A B B PLAN 10"10" 10"10" 1 0 " 1 0 " (TYPICAL) 8" CENTERS NO. 5 BARS AT 4' - 5 5/8" 5 - 7 5/8" JOINT CONSTRUCTION NOT TO SCALE FRAME. DIMENSIONS OF THE GRATE INLET & DIMENSIONS WILL FIT THE ACTUAL INLET, VERIFY THE VAULT PRIOR TO CONSTUCTING GRATE EQUAL. GRATE INLET OR APPROVED NEENAH-FOUNDRY R-3475-F IRON CASTING' IN ACCORDANCE WITH A.S.T.M. DESIGNATION A-48-83, CLASS 35B CASTING SHALL CONFORM TO THE REQUIREMENTS OF 'SPECIFICATIONS FOR GRAY ALL REINFORCING STEEL SHALL BE EPOXY COATED. OTHERWISE INDICATED. MINIMUM DEPTH OF EMBEDMENT FOR REINFORCING STEEL SHALL BE 2" UNLESS AND SHALL BE VIBRATED IN PLACE. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI STRUCTURAL GRADE STEEL IN ACCORDANCE WITH THE REQUIREMENTS. DESIGNATION A-615/615M AND SHALL SATISFY THE BEND TEST REQUIREMENTS FOR ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM SERIAL GRATE INLET GENERAL NOTES FOR GRATE INLET GRATE & FRAME DETAIL GRATE INLET - TYPE 2 DETAIL NOT TO SCALE SECTION A-A SECTION B-B A A B B PLAN 10"10"10"10" 1 0 " 1 0 " (TYPICAL) 8" CENTERS NO. 5 BARS AT 4' - 5 5/8"5 - 7 5/8" JOINT CONSTRUCTION GRATE INLET - TYPE 1 DETAIL SECTION B-B 10"10" 1 0 " (TYPICAL) 8" CENTERS NO. 5 BARS AT 5 - 7 5/8" JOINT CONSTRUCTION FLOWLINE WINDOW 7'-0" 5 ' - 7 5 / 8 " 8 " 4 ' - 3 5 / 8 " 8 " 7'-0" 1 ' - 2 3 / 8 " 6 " 8 " 2 ' - 0 " 8 " 1 ' - 2 3 / 4 " 8"4'-3 5/8 "8" 1'-8"1'-8"1'-8" 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 5 0 - S t o r m D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction BOTH DIRECTIONS NO. 5 REBAR @ 8" O.C., W/ 12" MIN. LAP NO. 5 "L" BARS @ 8" O.C. W/ 12" MIN. LAP NO. 5 "L" BARS @ 8" O.C. NO. 5 REBAR @ 8" O.C. NO. 5 REBAR @ 8" O.C. BOTH DIRECTIONS NO. 5 REBAR @ 8" O.C., BOTTOM OF STRUCTURE) (TYPICAL FOR WALLS AND WITH 5" MIN. EMBEDMENT 10" LONG NO. 5 REBAR @ 12" O.C. DRILL AND EPOXY (SEE C7.52) GRATE INLET PROPOSED TYPE 2 (SEE C7.52) GRATE INLET PROPOSED TYPE 2 BOTTOM OF STRUCTURE) (TYPICAL FOR WALLS AND WITH 5" MIN. EMBEDMENT 10" LONG NO. 5 REBAR @ 12" O.C. DRILL AND EPOXY ANCHOR, TYPICAL 5/8" DIA. X 4" CONCRETE WEDGE TYPICAL GALVANIZED STEEL PIPE, SCH 80 ASTM A53 GRADE B 3" DIA. X 5'-0" LONG TYPICAL GALVANIZED STEEL PIPE, SCH 80 ASTM A53 GRADE B 3" DIA. X 5'-0" LONG TYPICAL GALVANIZED STEEL PIPE, SCH 80 ASTM A53 GRADE B 3" DIA. X 5'-0" LONG Details Storm Drain C7.53 B B A A INLET STRUCTURE GENERAL NOTES ALL REINFORCING STEEL SHALL BE EPOXY COATED. OTHERWISE INDICATED. MINIMUM DEPTH OF EMBEDMENT FOR REINFORCING STEEL SHALL BE 2" UNLESS AND SHALL BE VIBRATED IN PLACE. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI STRUCTURAL GRADE STEEL IN ACCORDANCE WITH THE REQUIREMENTS. DESIGNATION A-615/615M AND SHALL SATISFY THE BEND TEST REQUIREMENTS FOR ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM SERIAL NOT TO SCALE DETAILS INLET STRUCTURE PLAN VIEW SECTION A-A SECTION B-B 5.83 1 9 1 / 8 " 10 3/4" 12" 5 3/4" 29" 5 " 21 1/4" DIAMETER 25" DIAMETER 2 3 " D I A M E T E R 2 ' - 6 " 0 ' - 9 " T O 2'-2" DIAMETER 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 5 0 - S t o r m D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 1/2" GRADE 60 STEEL REINFORCEMENT CEMENT MORTAR (AS REQUIRED) ADJUSTING RINGS (P-209 AGGREGATE BASE) 6" AGGREGATE BEDDING LINK SEAL WALL SLEEVE W/ 2" DISCHARGE LINE HOSE DISCHARGE 2" FLEX VALVE 2" CHECK PUMP SUMP SUPPLY POWER COPOLYMER POLYPROPYLENE PLASTIC SECTION A-A A A D-4101 2. POLYPROPYLENE PLASTIC SHALL CONFORM TO ASTM C-478, AASHTO M-199 AND OSHA INSTRUCTION STD 1-1.9 1. STEP SHALL MEET THE REQUIREMENTS OF ASTM 1 1/4" 3 3 / 8 " 1 1/8" NOT TO SCALE DETAILS REINFORCED PLASTIC STEPS STORM SEWER MANHOLE MACHINED MACHINED CAST IRON INLET COVER AND FRAME STANDARD INLET COVER FRAME TYPICAL SECTION 1 1/8" 11/16" 1 " 1 9/16" 1 1 / 1 6 " 1 / 8 " 3/4" 1/8" 1" 3 / 4 " 1 1 / 8 " INLET COVER 1" 2 ' - 1 " CONCRETE PIPE 3" 5 " 5"5'-0" DIAMETER REINFORCED5" 4 " NOT TO SCALE STORM DRAIN / SUMP PUMP GENERAL NOTES: V A R I E S - S E E P L A N SLOPE BOTTOM OF TANK TO DRAIN SUMP. TRANSITION), CAPABLE OF PASSING A 1/2" SOLID, UL LISTED, WITH 40' OF ELECTRIC CORD. SHALL BE 115V, 60 HZ, SINGLE PHASE, 1/2 HP, 1 1/2" DISCHARGE (PROVIDE 1 1/2" TO 2" SWITCH. PUMP DESIGN CONDITIONS ARE 50 GPM AT 10' TOTAL DYNAMIC HEAD. THE MOTOR SUMP PUMP SHALL BE MYERS MDC50 1/2 HP CAST IRON SUBMERSIBLE SUMP PUMP WITH VERTIAL MATERIAL TRANSITION BETWEEN DISHARGE PIPE AND SDR 35 GASKETED WYE FITTING. FITTINGS. ANCHOR PIPE TO SIDE OF MANHOLE AT A MINIMUM OF 2 LOCATIONS. PROVIDE PIPE SUMP PUMP DISCHARGE PIPE SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH THREADED GENERAL NOTES: CASTING SHALL BE RATED 'HEAVY DUTY' SUITABLE FOR H-20 TRAFFIC LOADING. CASTING SHALL BE FURNISHED WITH MACHINED HORIZONTAL BEARING SURFACES. SHALL NOT DEVIATE BY +/- 1/16" PER FOOT. COMPONENT PARTS. CASTINGS SHALL BE FREE OF DEFECTS. DIMENSIONS AS DETAILED ON PLAN CASTINGS ARE TO BE MANUFACTURED TRUE TO PATTERN WITH SATISFACTORY FIT OF CASTING' IN ACCORDANCE WITH A.S.T.M. DESIGNATION A-48-83, CLASS 35B CASTING SHALL CONFORM TO THE REQUIREMENTS OF 'SPECIFICATIONS FOR GRAY IRON EACH INLET SHALL INCLUDE A CAST IRON COVER AND FRAME. BE BENT COLD REINFORCING STEEL SHALL BE NEW BILLET, MINIMUM GRADE 60 AS PER ASTM A615M, AND SHALL ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI. INDICATED. MINIMUM DEPTH OF EMBEDMENT FOR REINFORCING STEEL SHALL BE 2" UNLESS OTHERWISE GRADE STEEL IN ACCORDANCE WITH THE REQUIREMENTS. DESIGNATION A-305-507 AND SHALL SATISFY THE BEND TEST REQUIREMENTS FOR STRUCTURAL ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. SERIAL WITH SUMP PUMP STORM DRAIN MANHOLE - TYPE 1 HANGAR. PROVIDE HIGH LEVEL SENSOR WITH SUMP PUMP. MOUNT CONTROL PANEL AND ALARM IN Details Storm Drain C7.54 6 " M I N 1 2 " M I N 1' MIN. " M A X . 21 2 7 " ( M I N . ) P A V E M E N T T H I C K N E S S , M A T C H A D J A C E N T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 5 0 - S t o r m D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction FILTER FABRIC PLANE DESCENDING FROM FOOTING 12" MINIMUM STAYING OUTSIDE REDUCE MOISTURE PENETRATION GLUED TO FOUNDATION WALL TO PROVIDE SHEETING OF MEMBRANE STRUCTURAL PLANS) (SEE ARCHITECTURAL / WHERE APPROPRIATE APPLY DAMP PROOFING, STRUCTURAL PLANS) (SEE ARCHITECTURAL / WHERE APPROPRIATE INSTALL WALL DRAIN BOARD, FREE DRAINING GRAVEL WITH SOCK (ADS N12 OR EQUAL) 4" PERFORATED HDPE PIPE RAISED HEAD BRASS PLUG CAST IRON CLEANOUT FERRULE WITH COMBINATION WYE & PVC BELL ADAPTER BELL X SCHEDULE 80 ADS N-12 DUAL WALL SCHEDULE 80 PVC * NOT TO SCALE BUILDING PERIMETER DRAIN DETAIL NOT TO SCALE (TYP. ALL SIDES) FINISHED GRADE OF FLOW DIRECTION CLEANOUT DETAIL PERIMETER DRAIN C7.55 Details Storm Drain 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 8 . 0 1 - S W P P P O v e r v ie w . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5537 5537 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH S WV W V W V 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T (ASPALT) (ASPALT)(ASPALT) PAD CONC. C8.01 SWPPP Overview OWNER / ENGINEER. PLACED AS DIRECTED BY THE CROP SEEDING SHALL BE NOTE 'A': TEMPORARY COVER LEGEND ITEM DESCRIPTION QUANTITY EXISTING CONTOURS PROPOSED FINISHED GRADE CONTOURS SILT FENCE CONSTRUCTION ENTRANCE TEMPORARY COVER CROP SEEDING N/A N/A CALLOUT ID N/A N/A SF IP CONCRETE WASHOUT AREA N/A N/A SCL VTC CWA PAVED AREAS (SEE NOTE 'A') 5674 5678 N/A SEEDING SM 1 EA 1 EA AND CONTRACTOR AT THE TIME OF CONSTRUCTION LOCATION TO BE DETERMINED BY TECTONIC SITE MANAGER APPROXIMATE CUT / FILL VOLUMES INLET PROTECTION 6 EA (NORTH AMERICAN GREEN SC250 OR EQUAL) EROSION CONTROL BLANKET ECB N 0 20 40 PAT SULLIVAN ROAD SF SM STAGING AREA SF SM SM B E T T Y C L A R K R O A D SEDIMENT CONTROL LOG SCLSCL 300 LF 500 LF IP IP IP IPIP SF SF SM SM SM SM ECB 340 SY IP 1.0 ACRE 1.0 ACRE EARTHWORK SUMMARY TABLE. SEE SHEET C2.12 FOR COMPLETE 580 CY OF AGGREGATE FILL) (INCLUDES 10,100 CY OF EARTH FILL & EMBANKMENT: 10,680 CY EXCAVATION: 10,390 CY FFE =5538.32 PROPOSED HANGAR 6 ARID AREAS AND SEMI-ARID AREAS. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIOD IN IS COVERED WITH SNOW, ICE, OR GROUND IS FROZEN); OR 3) OR 2) RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS (I.E. SITE EVERY MONTH IF: 1) THE ENTIRE SITE IS TEMPORARILY STABILIZED; INSPECTION FREQUENCY MAY BE REDUCED TO AT LEAST ONCE PERIOD FROM THE DATE OF THE PERMIT TERMINATION. THE PROJECT FOR THEIR RETENTION FOR THE THREE (3) YEARS SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF OF EROSION CONTROL MEASURES IS WARRANTED. REPORTS REPORTS THROUGHOUT THE PROJECT EACH TIME AN INSPECTION CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING INSPECTION DETAIL AS TO EXPLAIN THE REASON FOR THE DELAY. THE (7) CALENDAR DAYS SHALL BE DOCUMENTED WITH SUFFICIENT NONFUNCTIONAL EROSION CONTROL MEASURES BEYOND SEVEN DELAY IN THE REPLACEMENT OR MAINTENANCE OF MANAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY. ANY CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE BEST EVENT OF 0.5 INCHES OR GREATER. ANY NECESSARY REPAIRS OR DAYS AND WITHIN A 24-HOUR PERIOD AFTER THE END OF A STORM ACCORDINGLY AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR INSPECTED, BY THE RESPONSIBLE CONTRACTOR, AND RECORDED ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE 3. INSPECTIONS: SEED MIX, MULCH, AND FERTILIZER REQUIREMENTS. CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION FOR SEED MIX AND AMOUNT PRIOR TO ORDERING. REFER TO OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE ON FINAL SHOWN AND DISTURBED BY CONSTRUCTION. CONTRACTOR SHALL OPERATIONS ALLOW. SEED, MULCH, AND FERTILIZE AREAS AS ACTIVITIES SHALL BE COMPLETED AS SOON AS GRADING INCLUDED WITH THIS PROJECT. SEEDING AND MULCHING SEEDING, FERTILIZING, MULCHING, AND ASSOCIATED WORK IS 6. SEEDING/GRASS COVER: MAXIMUM PROPOSED SIDE SLOPE - 4 HORIZONTAL : 1 VERTICAL (INCLUDES CONSTRUCTION STAGING AREA) APPROXIMATE POST-CONSTRUCTION PERVIOUS AREA - 1.0 ACRES ACRES APPROXIMATE POST-CONSTRUCTION IMPERVIOUS AREA - 1.5 APPROXIMATE PRE-CONSTRUCTION IMPERVIOUS AREA - 0.0 ACRES APPROXIMATE DISTURBED AREA - 2.5 ACRES 5. GRADING AREA/SOIL DISTURBANCE SITE: REPORTS AND OTHER DOCUMENTS. THE DESIGNEE SHALL HAVE AUTHORIZATION TO SIGN ANY INSPECTIONS SHALL BE CONDUCTED BY A "RESPONSIBLE PERSON". 4. INSPECTORS: THE SITE IS STABILIZED. ALL EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL 10. EROSION CONTROL DURATION: UTILIZED WILL BE WATERED AS REQUIRED TO LIMIT DUST. AREA AND THE CONSTRUCTION SITE. ADDITIONAL HAUL ROUTES EXISTING PAVED ROAD WILL BE UTILIZED TO ACCESS THE STAGING 9. HAUL ROUTES: IMMEDIATELY BY CONTRACTOR. OWNER/ENGINEER. ALL REQUESTS SHALL BE COMPLETED ELIMINATE EXCESSIVE DUST AS DIRECTED BY THE WATER GRAVEL HAUL ROUTES/GRADING AREAS AS REQUIRED TO DUST CONTROL:8. STOCKPILES AND AS DETAILED ON THIS PLAN. SILT FENCE SHALL BE PLACE ON ALL RUN-OFF SIDES OF 7. SILT FENCE: SWPPP NOTES APPLICABLE BEST MANAGEMENT EROSION CONTROL PRACTICES. DOCUMENTS. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL COLORADO, GARFIELD COUNTY COLORADO, AND THESE PROJECT MAINTAINED ACCORDING TO THE REQUIREMENTS OF THE STATE OF MANAGEMENT PRACTICES SHALL BE CONSTRUCTED AND EROSION AND SEDIMENT CONTROL PRACTICES AND STORM WATER UNLESS OTHERWISE SPECIFIED, ALL VEGITATIVE AND STRUCTURAL 2. PERMIT COMPLIANCE: MULCHING, STRAW WATTLES / SILT FENCE, AND DUST CONTROL. DRAINS, SERVICE UTILITIES, TOPSOILING, SEEDING, FERTILIZING, COLORADO. WORK INCLUDES EARTHWORK, PAVING, STORM AT THE GARFIELD COUNTY REGIONAL AIRPORT IN RIFLE, HANGAR. THE FACILITY IS FOR ATLANTIC AVIATION AND IS LOCATED SERVICE UTILITIES AND CONCRETE PAVEMENT TO SERVE THE CONSTRUCTION OF A AIRCRAFT HANGAR WITH ASSOCIATED 1. PROJECT SCOPE/DESCRIPTION: * * BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 4 ' M I N I M U M 3 ' M I N I M U M 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 8 . 5 1 - S W P P P D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction AS SHOWN IN THE DETAIL ACROSS THE TOP OF THE SIGN, DISPLAYED PROMINENTLY "SWPPP INFORMATION" MUST BE INSTALLATION REMOVAL ON UPSTREAM AREAS 70% VEGETATIVE COVER AROUND PERIMETER CLEARING AND GRUBBING IMMEDIATELY FOLLOWING SILT FENCE CLEARING AND GRUBBING IMMEDIATELY FOLLOWING PREVENT DRAINAGE BUILDUP WHICH WILL REMOVE SEDIMENT UPSTREAM AREAS 70% VEGETATIVE COVER ON N/A MAINTAINED ENSURE GOOD STAND IS COVER; CONTROL WEEDS; TO ESTABLISH VEGETATIVE RE-SEED AREAS WHICH FAIL CONTROL PRACTICES INSTALLATION OF EROSION MAJOR GRADING AND IMMEDIATELY FOLLOWING TEMPORARY SEEDING THE FABRIC THE HEIGHT OF 2 1DEPTH IS REMOVE SEDIMENT WHEN PERMANENT SEEDING CONTROL PRACTICES INSTALLATION OF EROSION FINISHED GRADING AND IMMEDIATELY FOLLOWING MAINTAINED ENSURE GOOD STAND COVER; CONTROL WEEDS; TO ESTABLISH VEGETATIVE RE-SEED AREAS WHICH FAIL N/A N/A FIRMLY ESTABLISHED UNTIL GRASSES ARE ADD MULCH AS NECSSARY INSPECT FOR EROSION, MULCHING REQUIRED MAINTENANCE ON UPSTREAM AREAS 70% VEGETATIVE COVER DITCH CHECK SPECIFIED BMP BMP IMPLEMENTATION SCHEDULE INLET PROTECTION CULVERTS & INLETS INSTALLATION OF IMMEDIATELY FOLLOWING SEEDING CONCURRENTLY WITH VEHICLE TRACKING CONTROL MOVING ACTIVITIES BEFORE BEGINNING EARTH NEEDED REPLACE AGGREGATE AS SITE 70% VEGETATIVE COVER ON MOVING ACTIVITIES BEFORE BEGINNING EARTH WORK COMPLETION OF CONCRETE CONCRETE WASHOUT AREA THE FABRIC THE HEIGHT OF 2 1DEPTH IS REMOVE SEDIMENT WHEN DOWNED FABRIC, AND REPAIR WASHOUTS, FULL3 2AT REMOVE CONCRETE WASTE N/AEROSION CONTROL MATTING REPLACE MATTING VOIDS WITH SOIL AND INSPECT FOR EROSION; FILL PERMANENT SEEDING CONCURRENTLY WITH C8.51 Details SWPPP SWPPP INFORMATION NOT TO SCALE SIGN DETAIL SWPPP INFORMATION NOTES STABILITY OF THIS SWPPP INFORMATION SIGN. CONTRACTOR IS RESPONSIBLE FOR ENSURING 5. THE GOVERNING AGENCY. RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC 4. AGENCY. PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AND/OR EROSION AND SEDIMENT CONTROL RELATED CONTRACTOR SHALL POST OTHER STORM WATER 3. PERMIT. NOTICE-OF TERMINATION (NOT) IS FILED FOR THE THROUGHOUT CONSTRUCTION AND UNTIL THE CLEARLY READABLE CONDITION AT ALL TIMES ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A 2. SAFETY HAZARD BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A PUBLIC IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, NEAR THE ENTRANCE/EXIT OF THE SITE, SUCH THAT IT THE SWPPP INFORMATION SIGN MUST BE LOCATED 1. BINDER AND SITE MAP ON SITE) OF THE SWPPP DOCUMENTATION (DETAILED DESCRIPTION OF THE LOCATION (CONTRACTOR CONTACT CELL PHONE NUMBER) (CONTRACTOR CONTACT NAME) (CONTRACTOR NAME) 20° 6'-0" 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 8 . 5 2 - S W P P P D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction CLOTH FILTER GROUND 6'-0" MAXIMUM CENTER TO CENTER (STEEL 'T' POST) POST LENGTH 40" MINIMUM FENCE C8.52 Details SWPPP F AIL URE THE GROUND VERTICALLY INTO A MINIMUM OF 8" EMBED GEOTEXTILE FLOW REDUCE EROSION-CAUSING FAILURES. INSTALLATION WITH J-HOOKS WILL INCREASE SILT FENCE EFFICIENCY AND EFFICIENCY. INSTALLATION WITH J-HOOKS OR `SMILES' INCREASE SILT FENCE SLOPE DIRECTION SLOPE DIRECTION SLOPE DIRECTION 2 SLOPE DIRECTIONS SIDE 1 VALLEY VALLEY SIDE 1 2 SLOPE DIRECTIONS2 SLOPE DIRECTIONS VALLEY SLOPE DIRECTION DAM 1 ACRE 1 ACRE GROUND MINIMUM 24" ABOVE FENCE POST SECTION THE GROUND MINUMUM OF 16" INTO FENCE POST DRIVEN A FROM TOE OF SLOPE MIN. PL PL PL PL STEP 1 - CONSTRUCT LEG STEP 2 - CONSTRUCT DAM STEP 3 - CONSTRUCT LEG 2 STEP 3 - CONSTRUCT J-HOOKS AS NEEDED STEP 2 - CONSTRUCT SIDE 2STEP 1 - CONSTRUCT A DAM OVERWHELM THE SYSTEM. RUNOFF WILL CONCENTRATE AND LINES. ALL SEDIMENT LADEN FENCES ALONG PROPERTY "PERIMETER CONTROL" SILT INCORRECT - DO NOT LAYOUT CORRECT - INSTALL J-HOOKS CORRECT - INSTALL J-HOOKS MUCH MORE EFFECTIVE. J-HOOKS OR SMILES' WILL BE FENCE, INSTALLED WITH DISCREET SEGMENTS OF SILT 0.3 ACRE 0.3 ACRE 0 .3 A C R E TRACTOR OPERATION J - HOOKS OR 'SMILES' ARE PREFERABLE TO LINEAR INSTALLATION FABRIC POST 'ZIP' TIES ROLL OF SILT FENCE SLICING BLADE HORIZONTAL CHISEL POINT FABRIC ABOVE GROUND FROM TOE OF SLOPE TO ALLOW PONDING 6' - 0" 8" 4" 8" - 12" 8" - 12" LOCATE FENCE 6' PLASTIC ROLL OF SILT FENCE STATIC SLICING METHOD SIDE VIEW STATIC SLICING METHOD BACK VIEW TRENCHING METHOD SILT FENCE PLACEMENT/ONE SLOPE SILT FENCE PLACEMENT/TWO SLOPES SILT FENCE PLACEMENT/PERIMETER CONTROL 1' - 4" METHODS OF SILT FENCE INSTALLATION NOT TO SCALE TO POST WITH ATTACHMENT T-POST NOT TO SCALE CROSS SECTION NOT TO SCALE APPROVED EQUAL) (EROSIONEEL BY ACF, OR DETAILS & EXAMPLES SEDIMENT CONTROL LOG INTO ADJACENT PROPERTIES. DRAINAGE WILL NOT BE BACKED UP LOGS SHALL BE PLACED SUCH THAT EVERY 10'. THE SEDIMENT CONTROL SECURED IN PLACE WITH SANDBAGS SEDIMENT CONTROL LOG SHALL BE OR AN APPROVED EQUAL. THE EROSIONEEL BY ACF INTERNATIONAL, SEDIMENT CONTROL LOG SHALL BE AN NOTE: 3'-0" 70'-0" 70'-0" 10'-0" 3 " 6 " 12'-0" MINIMUM 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 8 . 5 3 - S W P P P D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction (GEO FABRIC) FILTER CLOTH EXISTING PAVEMENT (OPTIONAL) MOUNTABLE BERM EXISTING PAVEMENT CRUSHED ROCK (2 TO 3.5 IN.) CLEAN CRUSHED ROCK (2 TO 3.5 IN.) CLEAN LIFTING LOOPS FILTER BAG PVC SUPPORT TUBING VINYL CONTAINER C8.53 Details SWPPP A A FENCE FABRIC OF WOOD FRAME ATTACHED TO OUTSIDE AND REINFORCED WITH WOOD SIDE 2"x4" WOOD FRAME POLUTRY WIRE FENCE PROPOSED STRUCTURE SILT FENCE FABRIC SILT FENCE FABRIC BURY AND COMPACT 2"x4" WOOD FRAME FENCE FABRIC OF WOOD FRAME ATTACHED TO OUTSIDE AND REINFORCED WITH WOOD SIDE POLUTRY WIRE FENCE A A SILT FENCE FABRIC SILT FENCE FABRIC BURY AND COMPACT PROPOSED STRUCTURE THE TOP AND ON SIDES WITH WOOD LATH AROUND WOOD FRAME AND REINFORCED ON THE OUTSIDE OF OF POLUTRY WIRE FENCE ATTACHED TO THE OUTSIDE FENCE FABRIC POLUTRY WIRE FENCE FENCE FABRIC DETAIL SECTION A-A SECTION A-A WOOD LATH LATH AROUND TOP AND WOOD LATH LATH AROUND TOP AND IP INLET PROTECTION FILTER CLOTH (GEO FABRIC) A A NOTE: CONSTRUCTION ENTRANCE * MUST EXTEND THE FULL WIDTH AND LENGTH OF THE THE EGRESS ARE THE SAME THE 24'-0" WIDTH IS REQUIRED WHEN THE INGRESS AND SIDE VIEW PLAN VIEW SECTION A-A 6 " MINIMUM M I N I M U M 6 " MINIMUM 2 4 ' - 0 " M A X I M U M 1 2 ' - 0 " M I N I M U M 24'-0" MAXIMUM MINIMUM M I N I M U M M I N I M U M CRUSHED ROCK (2 TO 3.5 IN.) CLEAN 1 0 ' M I N . 1 0 ' M I N . NOT TO SCALE DETAIL CONSTRUCTION ENTRANCE NOT TO SCALE CONCRETE WASHOUT CONTAINER HEIGHT: 2' TOP OPENING SIZE: 4' X 6' BASE SIZE OF VINYL CONTAINER: 6' X 8' CONCRETE WASHOUT TOE OF FILL 3' POST SPACING SILT FENCE CULVERT w\WIRE BACKING NOT TO SCALE PROTECTION DETAILS CULVERT INLET / OUTLET 6' MINIMUM IP 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 8 . 5 4 - S W P P P D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 1 / 2 4 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction Details SWPPP A A FENCE FABRIC OF WOOD FRAME ATTACHED TO OUTSIDE AND REINFORCED WITH WOOD SIDE 2"x4" WOOD FRAME POLUTRY WIRE FENCE PROPOSED STRUCTURE SILT FENCE FABRIC SILT FENCE FABRIC BURY AND COMPACT 2"x4" WOOD FRAME FENCE FABRIC OF WOOD FRAME ATTACHED TO OUTSIDE AND REINFORCED WITH WOOD SIDE POLUTRY WIRE FENCE A A SILT FENCE FABRIC SILT FENCE FABRIC BURY AND COMPACT PROPOSED STRUCTURE THE TOP AND ON SIDES WITH WOOD LATH AROUND WOOD FRAME AND REINFORCED ON THE OUTSIDE OF OF POLUTRY WIRE FENCE ATTACHED TO THE OUTSIDE FENCE FABRIC POLUTRY WIRE FENCE FENCE FABRIC DETAIL SECTION A-A SECTION A-A WOOD LATH LATH AROUND TOP AND WOOD LATH LATH AROUND TOP AND IP C8.54 INLET PROTECTION Gas Global 7500 44' 100' Hangar 30,000 SF Lean-To 4,530 SF 30 ' 23 0 ' 2,487 SF Snowmelt 4,398 SF Snowmelt 676 SF Snowmelt Sidewalk Tranformer -See Elec Dwgs 20' - 0" 12' - 0" 20 5 ' - 0 " 25 ' - 0 " A1.00 2 25' - 5 3/4" 4' - 8 " 8 A1.00 GateGate 2 -2" Conduits To IT Closet Oil/Water Separator - See Plumb Dwgs. Dumpster Enclosure 56' - 0" 3"-6"Landscape River Cobbles Over Weed Barrier Fabric Provide FAA T-901 Modified Seed For All Unimproved Disturbed Areas 14 Parking Spaces Lease Hold: 72,847 SF TOFA 79' - 0" TO F A 79 ' - 0 " 55' - 10 3/4" To Face Of Building 80' - 7" 27' - 0" 56 ' - 9 7 / 8 " 312' - 6" 233' - 1 1/4" 24 ' - 1 1 / 4 " 10 5 ' - 6 " 50 ' - 0 " 25 ' - 7 " 13' - 0" 25 ' - 0 " 22 ' - 0 " EV Charging Station, See Elec Dwgs. Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing HSS 4x4x0.25 -See Struct Dwgs. 10' - 9" 6" Dia. Concrete Filled Steel Bollard -Paint 6" Dia. Concrete Filled Steel Bollard -Paint 20 ' - 1 " 3 A1 . 0 0 4 A1.00 5 A1 . 0 0 6 A1.00 7 A1.00 Hinge: LiftMaster 2110U Standard Hinge Cane Bolt:National N177196 Latch:LiftMaster 41002S Provide 2 Hinges Per Panel Gate Hardware: 9' - 8 " 9' - 8 " 4 1/2"9' - 8"9' - 8"4 1/2" 20' - 1" Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing Treated 2x6 Framing HSS 4x4x0.25 -See Struct Dwgs. C5x6.7 -See Struct Dwgs Floor Plan -Level 7 100' -0" 5' - 9 " 2" 10' - 9" 6" Dia. Concrete Filled Steel Bollard -Paint Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing 7 A1.00 5' - 1 1 " 20' - 1" 5' - 9 " 2" Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing 5' - 1 1 " 10' - 9" 5' - 9 " 2" Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing 6" Dia. Concrete Filled Steel Bollard -Paint 5' - 1 1 " 2" 3' - 0 1 / 2 " 2' - 8 1 / 2 " HSS 4x4x0.25 -See Struct Dwgs. Treated 2x6 Framing Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing C5x6.7 -See Struct Dwgs Concrete Foundation - See Struct Dwgs. 2' - 0 " 5' - 1 1 " 3' - 2 1 / 2 " Floor Plan 100' -0" 4' - 1 1 / 2 " Treated 2x6 Framing 4x4 Post Treated 1x4 1 1/2"3 1/2"1/2" 1 1 / 2 " 3 1 / 2 " 8" 1 1 / 2 " 1 1 / 2 " 3' - 0 " Cast-In-Place Concrete 1' - 6" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 2 9 : 5 8 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A1.00 Site Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/16" = 1'-0" Ref: A1.001Site Plan N Scale: 1/4" = 1'-0" Ref: A1.002Dumpster Enclosure Plan N Scale: 3/8" = 1'-0" Ref: A1.003Dumpster Enclosure - East Scale: 3/8" = 1'-0" Ref: A1.004Dumpster Enclosure - South Scale: 3/8" = 1'-0" Ref: A1.005Dumpster Enclosure - West Scale: 3/8" = 1'-0" Ref: A1.006Dumpster Enclosure - North Scale: 3/4" = 1'-0" Ref: A1.007Dumpster Section Scale: 3/4" = 1'-0" Ref: A1.008Condensing Units Screen Wall Section BTN-1 06-16-23 BTN-1 CR C R C R C R CR CR CR Ga s CR CR Global 7500 4 A3 . 0 0 C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A3.00 3 A3.00 2 A3 . 0 0 1 A4.00 1 A4.00 4 A4.00 4 A4.00 30' - 0"200' - 0" 10' - 0"5' - 11 1/2"17' - 2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2" 5' - 0" 15 0 ' - 0 " 1' - 6 " 6' - 6 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 17 ' - 0 " 20 ' - 7 " 20 ' - 7 " 14 ' - 1 " 1' - 0 " Hangar 100 A A 55 1' - 6 " 20 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 15 0 ' - 0 " Suite C 107 GSE 108 GSE Office 110 IT 109 A4 . 0 0 5 230' - 0" 100A 10 8 A 109 101A 10 3 10 2 104 11 0 A 108C 106B 108D 108E 101B 111 10 0 F A5 . 0 0 A5 . 0 0 11 12 14 13 A5.00 2 F2 3 A4.00 3 A4.00 2 A4.00 2 A4.00 A5 . 0 0 16 10 0 D 11 0 B 10 0 E 1 Concrete Curb FRP Walls Concrete Curb FRP Walls 22 ' - 0 3 / 4 " W a l l w / C u r b 7' - 2 1 / 4 " 12 ' - 9 5 / 8 " 11 ' - 9 5 / 8 " 18 ' - 3 " 18 ' - 0 " 18 ' - 2 3 / 4 " 1' - 0 1 / 8 " Boiler 112 77 88 B B F1 F1 107B107A 106A 1 2 2 18 ' - 5 7 / 8 " 1' - 6 " 9' - 7 1/8"4 7/8" 6R 4R 4R 3A3B3A 1A 1A 1A 1A 1A 5R 1B 1A 1A 1A 1A 2A 2A2A 5R 2 1B 5R 1B 2 5R 1B 1B 8 1/2" 10' - 10 3/4"11' - 0 1/2"7' - 2 7/8"1 1/2" 10 ' - 8 1 / 4 " 6' - 3 5 / 8 " 14 ' - 9 5 / 8 " 8" Utility Pedestal, See Int. Elevs 16/A5.00 Utility Pedestal, See Int. Elevs 16/A5.00 Trench Drain -See Plumb Dwgs. Fl:POL-1 Fl:POL-1 Fl:POL-1 Fl:POL-1 Fl:EPX-2 Fl:EPX-3 Fl:EPX-3 Fl:EPX-2 P-1 /RB-1 P-1 /RB-1 P-1 /RB-1 FRP FRP FRP Fire Sprinkler Riser 5' - 1 1 / 4 " 4" 4" Wide Marking For Protected Walk Area 5R Grounding Point -See Elec Dwgs. 56' - 0"92' - 6"51' - 6" 25 ' - 0 " 82 ' - 0 " 43 ' - 0 " Utility Sink -See Plumb Dwgs. Emergency Eye Wash Station -See Plumb Dwgs. 2' - 0 " Area Drain - See Plumb Dwgs. 4' - 0" 2' - 0 " 7' - 0 " 13 ' - 1 1 " 9' - 1 0 " 8' - 5 " 4' - 8 " 6" Dia. Concrete Filled Steel Bollard -Paint 6" Dia. Concrete Filled Steel Bollard -Paint 2' - 0 " 6' - 8 3 / 4 " 1" 3B 1" 2' - 1 0 " Car Wash Curtain And Track Assembly Wash Bay 108A 5R Grounding Point -See Elec Dwgs. Grounding Point -See Elec Dwgs. Grounding Point -See Elec Dwgs. 5R B 30' - 0"10' - 0"185' - 0"5' - 0" 6" Dia. Concrete Filled Steel Bollard -Paint 6" Dia. Concrete Filled Steel Bollard -Paint Snowmelt Manifold, See Mech. Dwgs Snowmelt Manifold, See Mech. Dwgs 4"5' - 1 1/4" 5' - 0"4"Floor Cleanout -See Plumb Dwgs.Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Sink -See Plumb Dwgs Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Fl:EPX-3 Oil/Water Separator - See Plumb Dwgs. Tranformer - See Elec Dwgs 2" Wide Safety Yellow Striping -See Elec. Dwgs. 4 A1 . 0 0 5 A1.00 6 A1 . 0 0 8 A1.00 A5.0021 F1 105A 1 105B Fl:EPX-1 A2.01 2 A2.01 3 A8.12 10 50' - 0"100' - 0"50' - 0" 75 ' - 9 1 / 8 " 66 ' - 2 7 / 8 " Area Drain -See Plumb Dwgs.Area Drain -See Plumb Dwgs. Fire Department Connection 6' - 0 " 4' - 0" 6" Dia. Concrete Filled Steel Bollard -Paint Coordinate Exact Locations W/ Equipment SlopeSlope Slope Slope SlopeSlope Slope Slope Gate Gate P-2 /RB-1 P-1 /RB-1 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0"Fl:EPX-3 D.3 D.3 10.510.5 3.2 3.2 112 9 A8.11 FRP South & East Foundation Walls See Structural Drawings For Stepdown Of Exposed Foundation Walls. Siding To Follow Steps In Concrete. See Arch. Details on A8.12 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 0 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.00 First Floor Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 N Scale: 1/8" = 1'-0" Ref: A1.001Floor Plan - Level 1 Finish Schedule Code Manufacturer Product Line Color Size Comments FRP FRP Crane Composites Sandstone Texture Shelter Cove Gray,1281 N/A Varietex Paint P-1 Sherwin Williams N/A Repose Gray SW 7015 N/A P-2 Sherwin Williams N/A Snowbound SW7004 N/A Plastic Laminate PL-1 Wilsonart Premium Laminate Walnut Heights 7965K-12 -- Softgrain Finish Solid Surface SS-1 Wilsonart Mystique 9200CS -- -- Tile Wall TLW-1 Concept Surface Clark Silver 12" x 24" Grout: Custom Building Products: Driftwood #542, Grount Jiont 1/8" Finish Schedule - Floor Materials Finish Type Mark Manufacturer Product Line Color Size Comments Epoxy Flooring EPX-1 Tennant Wash Bay Pigmented Coating EPX-2 Tennant GSE Shop, GSE Office - See Specification Pigmented Coating EPX-3 Tennant Mech., Jan. IT - See Specification Non-Pigmented Coating Floor Tile TLF-1 Concept Surfaces Clark Silver 12" x 24" Grout: Custom Building Products: Driftwood #543, Grout Joint 1/8" Polished Concrete POL-1 L&M Construction Chemicals Hangar Floor, Tenant Suites Non-Pigmented Coating Finish Schedule - Wall Base Finish Type Mark Manufacturer Product Line Color Size Comments Rubber Base RB-1 Johnsonite Millwork - Reveal 4 1/2" Base - MW-XX-F 55 Silver Grey WG 4.25" Tile Base TLB-1 Concept Surfaces Clark Silver 12" x 24" - Cut To 6" x 24" Use Schluter Trim On Top Of Tile Finish Schedule - Thresholds Type Mark Manufacturer Model Type Comments TR1 Schluter Jolly Color To Match Wall Tile TR4 Schluter RENO-U, Anodized Alum. Tile To EPX Door Key Schedule - Frame Finishes Key Name Manufacturer Color Comments DF-1 Sherwin Williams SW7019 Gauntlet Gray DF-2 Sherwin Williams SW7541 Grecian Ivory DF-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- Door Key Schedule - Panel Finishes Key Name Manufacturer Color Comments DP-1 Sherwin Williams SW7019 Gauntlet Gray DP-2 Sherwin Williams SW7541 Grecian Ivory DP-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 HB 48 " 48 0 V 60 A 3ø 24" Ca m e r a Ca m e r a Camera Ca m e r a Ca m e r a Ca m e r a 48 " 48 " 48 " 48"48" 48 " 48 " 48 " CA CA CA Ca m e r a 20 ' Camera CA C C 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 1 A4.00 1 A4.00 A A 55 A4 . 0 0 5 2 A4.00 2 A4.00 77 Mezzanine Storage 113 Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. 15 0 ' - 0 " 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 14 ' - 1 1 1 / 4 " 7' - 1 1 3 / 4 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " 30' - 0" Open To Below Open To Below 7" 20 ' - 7 " 88 B B 28 GA. Int White Panel Rib Liner Panel -Full Height 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" Furnace Supported From Structure Above Ceiling, Approx. Weight is 200Lbs -Typ. -See Mech Location 2' - 8"2' - 0" 1' - 9" 6' - 2"10' - 11 3/4"2' - 0"3' - 1 1/2" 10 8 A 3B Mezzanine Structure By Mtl Bldg. Mfr 1 A8.11 3 A8.11 Pre-Engineered Mtl. Bldg. Frame -Paint Car Wash Curtain And Track Assembly 8 A1.00 A5.0021 Wall Mounted Car Wash Boom -See Plumb Dwgs. Air Compressor -See Plumb Dwgs. Boiler Exhaust Flue - See Mech Dwgs. 10.510.5 3.2 3.2 P-1 31 ' - 1 1 1 / 4 " 9 A8.11 6 6 A A 6 6 A A 111 Mech 111 Snowmelt Manifold, See Mech. Dwgs Snowmelt Manifold, See Mech. Dwgs Furnace -See Mech Location Water Heater -See Plumb Dwgs Pressure Washer -See Plumb Dwgs C C 2 2 3 3 44 D D Boiler 112 Boiler -See Mech Dwgs. Unit Heater -See Mech Dwgs.Expansion Tank -See Mech Dwgs. Snowmelt Manifold, See Mech. Dwgs Floor Sink -See Plumb Dwgs 3.2 3.2 112 4R 4R 6R 5R B 7 1 / 8 " 18 ' - 5 7 / 8 " 1' - 6 " Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 2 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.01 Mezz. Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: A3.001Mezzanine (PEMB) Scale: 1/2" = 1'-0" Ref: A2.002Enlarged Mech Rm Plan Scale: 1/2" = 1'-0" Ref: A2.003Enlarged Boiler Plan N N N BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 CR C R C R C R CR CR CR Ga s CR CR Global 7500 CMB-A P-1/RB-1 Indicates A Wall With One Finish Material -See Finish Schedule For Type Indicates A Wall Containing Multiple Finish Materials -See Interior Elevations For Individual Material Call-Outs And Patterns Wall Finish Legend C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A4.00 1 A4.00 4 A4.00 4 A4.00 A A 55 30' - 0"200' - 0" 10' - 0"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"5' - 0" 15 0 ' - 0 " 1' - 6 " 6' - 6 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 17 ' - 0 " 20 ' - 7 " 20 ' - 7 " 14 ' - 1 " 1' - 0 " Hangar 100 1' - 6 " 20 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 15 0 ' - 0 " Suite C 107 GSE 108 GSE Office 110 IT 109 Wash Bay Future Curtain 230' - 0" 100A 10 8 A 109 101A 10 3 10 2 104 11 0 A 108C 106B 108D 108E 101B 111 10 0 F 30' - 0"5' - 0" W:24' -0" H:16' -0" W:10' -0" H:12' -0" F2 3 A4.00 3 A4.00 2 A4.00 2 A4.00 10 0 E 10 0 D W:4' -8" H:4' -4" HH:7' -2" W:10' -0" H:10' -0" 11 0 B Concrete Curb FRP Walls Concrete Curb FRP Walls Boiler 112 5' - 3 " 3' - 4 " 5' - 1 " 6' - 0 " 2' - 5 " 6' - 7 " 6' - 0 " 8' - 0 " 6' - 1 1 3 / 4 " 10 ' - 0 " 3' - 7 1 / 4 " 2' - 7 " 3' - 4 " 5' - 1 " 5' - 0 " 1' - 0 " 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 77 3' - 7 5 / 8 " 5' - 7 " 1' - 3 1 / 4 " 5' - 7 " 6' - 1 0 1 / 8 " 5' - 6 3 / 4 " 5' - 7 " 11 ' - 9 1 / 4 " 88 14 ' - 1 1 1 / 4 " 7' - 1 1 3 / 4 " B B 15' - 0"15' - 0" 28' - 1 1/2" 5' - 0"10' - 0" 2' - 0" 3' - 4"12' - 9 1/2" 7' - 9 " 3' - 4 " 3' - 0 " F1 F1 Exposed Steel 'X' Bracing Above Portal Frame, By Mtl. Bldg. Mfr. -Paint Exposed Steel 'X' Bracing By Mtl. Bldg. Mfr. 6' - 1 0 1 / 4 " 4' - 8 " 3' - 0 1 / 8 " 3' - 1 0 " 5' - 6 3 / 4 " 11 1 / 8 " 4' - 8 " 3' - 0 " 3' - 1 0 " 1' - 3 3 / 8 " 3' - 1 0 " 5' - 4 1 / 2 " 2' - 9 3 / 4 " 4' - 8 " 6" 2' - 0 " 3' - 4 " 9' - 7 1 / 4 " 2' - 6 " 3' - 4 " 6' - 1 3 / 4 " 3' - 4 " 1' - 8 1 / 4 " 20 ' - 7 " 4' - 0 " 3' - 4 " 1' - 7 1 / 2 " 8' - 0 " 3' - 7 1 / 2 " 1 107B W:4' -8" H:4' -4" HH:7' -2" 1 106A 107A 2 2 8 1/2" 10' - 10 3/4"11' - 0 1/2"7' - 2 7/8" 1 1/2" 105B 1 W:4' -8" H:4' -4" HH:7' -2" 108B 105A D.3 D.3 15' - 11 1/2"17' - 2" 10.510.5 9' - 7 " 14 ' - 4 " 3.2 3.2 11 ' - 7 " 10 ' - 6 " 3' - 0"24' - 0"3' - 0" 3' - 2 1 / 4 " 22 ' - 1 1 " 3' - 9 " 1' - 1 1 " 3' - 2 " W:8' -0" H:8' -0" 5' - 1 0 1 / 4 " 185' - 0" 10' - 0" 95 ' - 2 1 / 8 " 30' - 0" 95 ' - 2 1 / 8 " 9 A8.11 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 4 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.50 PEMB Floor Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: A1.001Floor Plan - Level 1 (PEMB) N BTN-1 06-16-23 BTN-1 Ga s C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A4.00 1 A4.00 4 A4.00 4 A4.00 A A 55 3 A4.00 3 A4.00 2 A4.00 2 A4.00 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" 77 88 B B 0' - 8" / 1' - 0" 0' - 8" / 1' - 0" 17 ' - 0 " 11 ' - 7 " 9' - 0 " 2' - 6 " 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Snowguard -Typ. Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies 8' - 7 " 37 ' - 3 " VTR -See Plumb Dwgs. VTR -See Plumb Dwgs. VTR -See Plumb Dwgs. VTR -See Plumb Dwgs. Snowguard -Typ. 14 ' - 0 " 8 A1.00 Snow Clips -Typ. At Lower Canopies Snow Clips -Typ. At Lower Canopies Snow Clips -Typ. At Lower Canopies 0' - 8" / 1' - 0" Elev: 142' - 5" Elev: 138' - 5"Elev: 137' - 0" D.3 D.3 10.510.5 3.2 3.2 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 5 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.60 Roof Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: A3.001Roof Plan N BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 Floor Plan 100' -0" CMDEFGHIJKL Eave Height 138' -0" 4 A4.00 4 A4.00 A Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 42 ' - 5 " Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Downspout -By Mtl. Bldg. Mfr. 3 A4.00 3 A4.00 2 A4.00 2 A4.00 10 ' - 0 " 20 ' - 0 " 15' - 0"170' - 0"15' - 0" 38 ' - 0 " 36 ' - 9 " Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. W:10' -0" H:10' -0" B 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 10 0 D 10 0 E Synthetic Wood Fence 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" B.O. Hangar Door Opening 128' -6" Mechanical Vent -See Mech Dwgs. Tranformer -See Elec Dwgs 19 ' - 0 " Light Fixture -See Elec Dwgs. Grade Slopes, Foundation Walls Step Down D.3 11' - 10 1/4" 2' - 6 " 2' - 0 " 12' - 6" 1' - 6 " 9' - 4 1/4" 1' - 0 " 3' - 9 3/4"9 1/2" 6" 9 A8.11 Floor Plan 100' -0" 1 12234691011 Eave Height 138' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 38 ' - 0 " Ridge 142' -5" Downspout -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 7 8 10 0 A 19 ' - 0 " Light Fixture -See Elec Dwgs. Light Fixture -See Elec Dwgs. B.O. Hangar Door Opening 128' -6" Gas Meter -See Plumb Dwgs. T.O. Hangar Door 131' -6" Illuminated Building Signage -By Others, See Elec For Power Downspout -By Mtl. Bldg. Mfr. Grade Slopes, Foundation Walls Step Down 10.53.2 12' - 10 1/4"7' - 8 3/4" 1' - 0 " 6" 1' - 6 " 9' - 8 3/8"13' - 2 3/4"3' - 11 1/4"19' - 11 3/4" 2' - 6 " Floor Plan 100' -0" C MDEFGHIJKL Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" 4 A4.00 4 A4.00 A Mezzanine 112' -0" Low Eave 136' -9" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. W:24' -0" H:16' -0" Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Ridge 142' -5" 3 A4.00 3 A4.00 2 A4.00 2 A4.00 20 ' - 2 3 / 4 " 30 ' - 0 " Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. B 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. Illuminated Building Signage -By Others, See Elec For Power 10 0 F 10 8 A 8' - 6"91' - 5"91' - 5"19' - 0"19' - 8" Light Fixture -See Elec Dwgs. Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. Synthetic Wood Fence A8.11 4 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" B.O. Hangar Door Opening 128' -6" Junction Box For Point 2 Point Connection, See Elec. Dwgs 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. D.3 1' - 4 " 32 ' - 1 0 3 / 4 " 2' - 8"2' - 6" 9 A8.11 Floor Plan 100' -0" 112234691011 Eave Height 138' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. W:10' -0" H:12' -0" 36 ' - 9 " Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr.Ridge 142' -5" 78 5' - 2 1/8"85' - 0"5' - 0" 10 ' - 0 " 20 ' - 0 " 10 ' - 0 " 8' - 0 " 12 ' - 0 " Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. F1 F1 F2 2 2 Synthetic Wood Fence 10 7 A 10 6 A 10 1 A 11 1 10 8 D 10 8 E 9' - 7"37' - 3"7' - 11 3/4" Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies 9' - 0 " 9' - 0"1' - 6"17' - 0" 2 A8.11 Snowguard -Typ. Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies B.O. Hangar Door Opening 128' -6" Furnace Exhaust Fan - See Mech Dwgs. 8 A1.00 10 5 A F1 Snow Clips -Typ. At Lower Canopies 10.5 3.2 14' - 4"22' - 11" At All Exterior Wall Penetrations, Wrap Interior Side Of Opening With Sheet Waterproofing And Properly Seal Exterior Side With Caulking Or Dektite Material -See Detail 8/A8.10 South & East Foundation Walls See Structural Drawings For Stepdown Of Exposed Foundation Walls. Siding To Follow Steps In Concrete. See Arch. Details on A8.12 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 8 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A3.00 Building Elevations 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3/32" = 1'-0" Ref: A1.001Building Elevation - East Scale: 3/32" = 1'-0" Ref: A2.002Building Elevation - South Scale: 3/32" = 1'-0" Ref: A2.003Building Elevation - West Scale: 3/32" = 1'-0" Ref: A2.004Building Elevation - North BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 Floor Plan 100' -0" C MDEFGHIJKL Eave Height 138' -0" 4 A4.00 4 A4.00 A Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 3 A4.00 3 A4.00 2 A4.00 2 A4.00 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint A5.00 16 Sim 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting.Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. B 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. A4.50 5 A4.50 2 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" Cl e a r H e i g h t 31 ' - 0 " Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) Light Fixture -See Elec Dwgs. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Control Panel -See Elec Dwgs. D.3 30 ' - 6 " Spandrel Beam By Mtl Bldg Mfr. 18 ' - 6 " A8.11 10 Floor Plan 100' -0" 112234691011 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Ridge 142' -5" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint A5.00 16 Sim 78 Exposed Steel 'X' Bracing By Mtl. Bldg. Mfr. Clear Height 31' - 0" A4.50 1 18' ø HVLS Clg. Fan -See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. Light Fixture -See Elec Dwgs. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" A4.50 4 Sim T.O. Hangar Door 131' -6" 10.5 3.2 Floor Plan 100' -0" 1 12234691011 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" A5.00 21 Sim 7 A4.50 1 8 Exposed Steel 'X' Bracing Above Portal Frame, By Mtl. Bldg. Mfr. -Paint Opp Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) Light Fixture -See Elec Dwgs. 3 A8.11 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) A4.50 4 Sim T.O. Hangar Door 131' -6" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 9' - 0" 10.53.2 Floor Plan 100' -0" 112234691011 Eave Height 138' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. 12' - 0" 1 1/2" Mtl Gate Assembly -Paint 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Mtl. Rake Fascia -By Mtl. Bldg. Mfr. FRP Wall Panels (FRP-1) -See Finish Legend A4.50 3 78 A4.50 6 A4.50 4 11' - 6" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) FRP P-1 P-1 16' - 0" Car Wash Curtain And Track Assembly Pre-Engineered Mtl. Bldg. Frame -Paint 10.5 3.2 8' - 0" 11 2 10 8 C 10 8 B Spandrel Beam By Mtl Bldg Mfr.10 A8.11 Floor Plan 100' -0" CA Mezzanine 112' -0" Low Eave 136' -9" 2 A4.00 2 A4.00 B 0' - 0 1/2" / 1' - 0" 28 GA. Int White Panel Rib Liner Panel -Full Height Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 1 1/2" Mtl Gate Assembly -Paint Metal Access Ladder Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 6' - 9" 10' - 0" 20' - 0" Hold Concrete Curb Back From Door Opening 1/2" , Typ. 1/2" 6" Concrete Curb 1 A8.12 4 A8.12 A8.12 3 2 A8.12 Snow Clips -Typ. At Lower Canopies Gate Hinges 5' - 5 7/8"2' - 9"2' - 9"6' - 2"1' - 9"2' - 0"2' - 8" 3' - 2 1/8"2' - 0"10' - 11 3/4" Compressed Air Outlet - See Plumb Dwgs. Cane Bolt On Each Gate 11' - 0" Wall Mounted Car Wash Boom -See Plumb Dwgs. FRP A8.12 3 1-Hr Shaftwall With 4" CH 18 Ga. Studs @ 16" O.C. -UL# U499 Spandrel Beam By Mtl Bldg Mfr. Fire Caulking @ PEMB Structure A8.11 10 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:11 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A4.00 Building Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3/32" = 1'-0" Ref: A2.001Section 1 @ Hangar Scale: 3/32" = 1'-0" Ref: A2.004Section 3 @ Hangar Scale: 3/32" = 1'-0" Ref: A2.003Section 2 @ Hangar Scale: 3/32" = 1'-0" Ref: A2.002Section @ Lean-To Scale: 1/4" = 1'-0" Ref: A2.005Mezzanine Elevation BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 Floor Plan 100' -0" 123 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" A8.10 1 A8.10 2 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) R-11 Batt Insulation W/ Exposed Lamtec "WMP-50" Vapor Barrier Concrete Foundation - See Struct Dwgs. A8.10 5 A8.10 4 Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 6' - 6"1' - 6" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Pre-Engineered Mtl. Bldg. Frame -Paint R-25 Batt Insulation W/ Vapor Barrier 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" T.O. Hangar Door 131' -6" Perimeter Drain System - See Civil Dwgs. Floor Plan 100' -0" ML Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" A8.10 3 Mezzanine 112' -0" Low Eave 136' -9" 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Pre-Engineered Mtl. Bldg. Frame -Paint Downspout -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) B.O. Hangar Door Opening 128' -6" Paint Front Face Of Engineered Mtl Bldg Members "Safety Yellow" -Finish Floor To Haunch. Typ @ All Locations In Hangar T.O. Hangar Door 131' -6" Perimeter Drain System -See Civil Dwgs. Concrete Foundation - See Struct Dwgs. A8.12 13 Sim Floor Plan 100' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 8 A8.11 1 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Suspended Acoustical Ceiling -See Finish Legend Suspended Acoustical Ceiling -See Finish Legend Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Unfaced Sound Batt Insulation B.O. Hangar Door Opening 128' -6" T.O. Hangar Door 131' -6" 2"6" Spandrel Beam By Mtl Bldg Mfr. 1-Hr Shaftwall With 4" CH 18 Ga. Studs @ 16" O.C. -UL# U499 Floor Plan 100' -0" T.O. Hangar Door Joint 130' -0" A Mezzanine 112' -0" Low Eave 136' -9" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Engineered Mtl. Bldg. Frame -Paint Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Alum. Storefront System -See Door / Window Elevations Suspended Acoustical Ceiling -See Finish Legend 3 5/8" Mtl. Stud Framing -See Specs Pre-Engineered Mtl. Bldg. Beam A8.11 2 A8.10 3 9' - 0" Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies A8.10 10 Sim A8.10 11 Sim B.O. Hangar Door Opening 128' -6" Opp T.O. Hangar Door 131' -6" A8.00 7 Concrete Foundation - See Struct Dwgs. A8.12 14 Floor Plan 100' -0" 12 11 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 8" 'Zee' Girt By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. Suspended Acoustical Ceiling -See Finish Legend 3 5/8" Mtl. Stud Framing -See Specs Pre-Engineered Mtl. Bldg. Frame -Paint Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) A8.10 7 B.O. Hangar Door Opening 128' -6" Opp T.O. Hangar Door 131' -6" Perimeter Drain System -See Civil Dwgs. Concrete Foundation - See Struct Dwgs. A8.12 13 Sim Spandrel Beam By Mtl Bldg Mfr. 1-Hr Shaftwall With 4" CH 18 Ga. Studs @ 16" O.C. -UL# U499 Floor Plan 100' -0" 12 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" Light Fixture -See Elec Dwgs. Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. Insulated Sectional Overhead Door -See Door Schedule A8.00 9 Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr.A8.10 7 Pre-Engineered Mtl. Bldg. Frame -Paint Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) B.O. Hangar Door Opening 128' -6" T.O. Hangar Door 131' -6" A8.12 14 Concrete Foundation - See Struct Dwgs. Perimeter Drain System -See Civil Dwgs. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:12 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A4.50 Wall Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/2" = 1'-0" Ref: A4.001Wall Section @ Hangar Door Scale: 1/2" = 1'-0" Ref: A4.002Wall Section @ Hangar Eave Scale: 1/2" = 1'-0" Ref: A4.003Wall Section @ Mezzanine Scale: 1/2" = 1'-0" Ref: A4.005Wall Section @ Lean-to Eave Scale: 1/2" = 1'-0" Ref: A4.004Wall Section @ CL 12 Scale: 1/2" = 1'-0" Ref: A4.006Wall Section @ CL 1 BTN-1 06-16-23 BTN-1 BTN-1 D24 " 24" 24 " 24" 24 " HB 48 " 48 0 V 60 A 3ø CR CR CR Ca m e r a Ca m e r a Ca m e r a CA CA Coiling Door Misc. Metal Frame 10 Ga. Bent Metal Header By Misc.Metals Contractor-Paint 3"8" See Sched. Se e S c h e d . 8" 2' - 9 " Se e S c h e d . See Sched. See Sched. Se e S c h e d . See Sched. Se e S c h e d . See Sched. Se e S c h e d . See Door Details For Dimensions 47' - 8"137' - 4" 185' - 0" 137' - 4"47' - 8" 185' - 0" 24' - 0 5/8"136' - 10 3/4"24' - 0 5/8" 185' - 0" 185' - 0" Hangar Door Operator Hangar Door Operator Hangar Door Operator Hangar Door Operator C C 6 6 A A A5 . 0 0 A5 . 0 0 11 12 14 13 A5 . 0 0 6A5 . 0 0 10 9 8 7 4 3 5 Toilet 103 Toilet 102 Jan/Storage 104 101B101A 10 2 10 3 104 Hall 101 GSE Office 110 Mech 111 77 88 B B 1' - 4 3 / 8 " 2' - 1 1 " 3' - 3 7 / 8 " 5' - 1 " 2' - 3 1 / 8 " 1' - 5 3 / 8 " 3' - 0 " 3' - 3 1 / 4 " 4' - 1 1 1 / 2 " 2' - 3 1 / 8 " Fl:TLF-1 Fl:TLF-1 Fl:TLF-1 Fl:EPX-3 Fl:EPX-2 Fl:EPX-3 Fl:EPX-3 FRP TLW-1 /TLB-1 P-1 / T L B -1 P-1 /TLB-1 P-1 /TLB-1 See Elev. See Elev. See Elev. See Elev.See Elev. FRP P-1 /RB-1 IT 109 P-1 /RB-1 Provide 3/4" AC Plywood -Paint 109 111 11 0 A 11 0 B P-1 /RB-1 P-1 /RB-1 Run Backsplash Tile To Edge Of Counter, Finish w/ Schluter Trim TR1 TR1 TR1 A5.0021 TR4 TR4 CG CG TL W -1 TL W -1 A2.01 2 5"ø Grommet In Counter For Trash Floor Plan 100' -0" P-1 TLW-1 5' - 0 " 4 8TR1 P-1 5' - 0 " 5 23 5 44 77 6 6 1 TR1 TR1 6' - 1 3/4" TLW-1 TLW-1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " TR1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " 2 6 1 3 TR1 Floor Plan 100' -0" TLW-1 P-1 5' - 0 " 2 3 1 TR1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " TR1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " 5 32 4 4 7 7 1 TR1 TR1 TLW-1 Urinal Screen Floor Plan 100' -0" P-1 TLW-15' - 0 " 4 8 TR1 Floor Plan 100' -0" 4' - 0 " 4" 4' - 0" RB-1 P-1 FRP Floor Plan 100' -0" 4' - 0 " 4" 4' - 0" P-1 FRP RB-1 9 A8.11 2' - 0 " 2' - 1 0 " Filler 1' - 7 1/8"1' - 8"3' - 3"Filler TLW-1 P-1 4' - 1 0 " TR1 PL-1 SS-1 3' - 1 0 " 7 A8.12 6 A8.12 5 A8.12 9 5"ø Grommet In Counter For Trash TLW-1 6" Based On Kawneer 451T Temp. Door Type 41 2' - 4"3' - 3" 5' - 7" 2" 2' - 0 " 2" 4' - 8 " 2" 7' - 2 " F1 7 A8.00 8 A8.00 Floor Plan 100' -0" 2' - 0 " 3' - 0 " 2' - 6" GPU -480V, 60A, 3ph - See Elec Dwgs. Duplex Receptacle -See Elec Dwgs. Hose Bib -See Plumb Dwgs. 3/4" Solid Acrylic (White) 7"8"9"6" 1 HM Window w/ Fire Rated Glass 2" 4' - 0 " 2" 2' - 1 0 " 2"4' - 4"2" 7' - 2 " 4' - 8" 5 A8.11 6 A8.11 7 A8.11 F2 7' - 2 " 5' - 0" 1' - 9"3' - 3" 2" 4' - 8 " 2" 2' - 0 " 2" Based On Kawneer 451T Door Type 41 Temp. 8 A8.00 7 A8.00 2" 4' - 0 " 2" 2' - 1 0 " 7' - 2 " 6' - 0" 2 Alum Frame Based On Kawneer 451T 2"5' - 8"2" 17 A8.00 16 A8.00 18 A8.00 Paint Front Face Of Engineered Mtl Bldg Members "Safety Yellow" -Finish Floor To Haunch. Typ @ All Locations In Hangar Floor Plan 100' -0" 3' - 0" 6"8"7"8"7" GPU -480V, 60A, 3ph - See Elec Dwgs. Duplex Receptacle -See Elec Dwgs. Hose Bib -See Plumb Dwgs. Compressed Air Outlet - See Plumb Dwgs. 5' - 0 " 2' - 0 " 3' - 0 " 3/4" Solid Acrylic (White) Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 : 0 1 : 2 7 P M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A5.00 Schedules & Int. Elevations 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Door Schedule Door # Door Panel Info Frame Info Details Fire Rating Hardware Set # Finishes Comments Door Size Door Material Door Type Glazing Type Frame Material Frame Type Detail Head Detail Jamb Detail Sill Door Panel Finish Mark Door Frame Finish MarkWidth Height Thickness 100A 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 3/A8.00 4/A8.00 01 DP-2 DF-2 100D 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 3/A8.00 4/A8.00 01 DP-2 DF-2 100E 10' - 0" 10' - 0" 2" Sect. 70 Mtl High 9/A8.00 10/A8.00 12 Factory Factory High Lift Sectional Door 100F 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 11/A8.00 12/A8/00 13/A8.00 02 DP-3 DF-3 101A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 101B 3' - 0" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 09A DP-1 DF-1 102 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 1/A8.00 2/A8.00 10 DP-1 DF-1 103 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 1/A8.00 2/A8.00 10 DP-1 DF-1 104 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 5/A8.00 6/A8.00 45 Min. 07 DP-1 DF-1 105A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 105B 3' - 6" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 08 DP-1 DF-1 106A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 106B 3' - 6" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 08 DP-1 DF-1 107A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 107B 3' - 6" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 08 DP-1 DF-1 108A 24' - 0" 16' - 0" 2" Sect. 70 Mtl High 9/A8.00 10/A8.00 12 Factory Factory High Lift Sectional Door 108B 8' - 0" 8' - 0" 3/4" Coil. 60 Mtl - 14/A8.00 15/A8.00 45 Min. 12 Factory Factory Fire Rated Coiling Door 108C 3' - 0" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 09 DP-1 DF-1 108D 10' - 0" 12' - 0" 2" Sect. 70 Mtl High 9/A8.00 10/A8.00 12 Factory Factory High Lift Sectional Door 108E 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 3/A8.00 4/A8.00 04 DP-2 DF-2 109 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 5/A8.00 6/A8.00 45 Min. 03 DP-1 DF-1 110A 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 1/A8.00 2/A8.00 05 DP-1 DF-1 110B 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 1/A8.00 2/A8.00 05 DP-1 DF-1 111 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 3/A8.00 4/A8.00 01 DP-2 DF-2 112 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 11/A8.00 12/A8/00 13/A8.00 90 Min. DP-1 DF-1 Scale: 1/16" = 1'-0"1 Hangar Door Diagrams Door Panel Finish Schedule Door Panel Finish Mark Manufacturer Product Line Color Comments (none) DP-1 Sherwin Williams SW7019 Gauntlet Gray DP-2 Sherwin Williams SW7541 Grecian Ivory DP-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- -- Door Frame Finish Schedule Door Frame Finish Mark Manufacturer Product Line Color Comments (none) DF-1 Sherwin Williams SW7019 Gauntlet Gray DF-2 Sherwin Williams SW7541 Grecian Ivory DF-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- -- Scale: 1/4" = 1'-0" Ref: A2.002Enlarged RR Plan Scale: 3/8" = 1'-0" Ref: A5.005Women's RR 3 Scale: 3/8" = 1'-0" Ref: A5.004Women's RR 2 Scale: 3/8" = 1'-0" Ref: A5.006Women's RR 4 Scale: 3/8" = 1'-0" Ref: A5.003Women's RR 1 N Scale: 3/8" = 1'-0" Ref: A5.009Men's RR 3 Scale: 3/8" = 1'-0" Ref: A5.0010Men's RR 4 Scale: 3/8" = 1'-0" Ref: A5.008Men's RR 2 Scale: 3/8" = 1'-0" Ref: A5.007Men's RR 1 Scale: 3/8" = 1'-0" Ref: A2.0012Janitor Elevation 2 Scale: 3/8" = 1'-0" Ref: A2.0011Janitor Elevation 1 Scale: 3/8" = 1'-0" Ref: A2.0013Coffee BarScale: 3/8" = 1'-0" Ref: A2.0014Drinking Fountains Scale: 3/8" = 1'-0" Ref: A2.0016Typical Utility Pedistal Restroom Accessories Schedule 1 1 1/2" Dia. SS Grab Bar W/ Snap Flange - Bobrick B-6806 x 18 2 1 1/2" Dia. SS Grab Bar W/ Snap Flange - Bobrick B-6806 x 42 3 1 1/2" Dia. SS Grab Bar W/ Snap Flange - Bobrick B-6806 x 36 4 Mirror (2'-0" x 3'-0") Bobrick B-165 2436 5 Bobrick Toilet Seat Cover Dispenser B-221 6 Bobrick B-2840 Toilet Paper DIspenser w/ Shelf 7 Bobrick Soap Dispenser - B-828 8 Recessed Paper Towel & Trash, Georgia Pacific Recessed Trash 59451 w/Enmotion Paper Towel Dispenser #59466A 9 Paper Towel Dispenser - enMotion Impulse 8" Scale: 3/4" = 1'-0"20 Safety Yellow @ Columns Scale: 3/8" = 1'-0" Ref: A2.0021Utility Pedestal w/ CA Finish Schedule Code Manufacturer Product Line Color Size Comments FRP FRP Crane Composites Sandstone Texture Shelter Cove Gray,1281 N/A Varietex Paint P-1 Sherwin Williams N/A Repose Gray SW 7015 N/A P-2 Sherwin Williams N/A Snowbound SW7004 N/A Plastic Laminate PL-1 Wilsonart Premium Laminate Walnut Heights 7965K-12 -- Softgrain Finish Solid Surface SS-1 Wilsonart Mystique 9200CS -- -- Tile Wall TLW-1 Concept Surface Clark Silver 12" x 24" Grout: Custom Building Products: Driftwood #542, Grount Jiont 1/8" Finish Schedule - Wall Base Finish Type Mark Manufacturer Product Line Color Size Comments Rubber Base RB-1 Johnsonite Millwork - Reveal 4 1/2" Base - MW-XX-F 55 Silver Grey WG 4.25" Tile Base TLB-1 Concept Surfaces Clark Silver 12" x 24" - Cut To 6" x 24" Use Schluter Trim On Top Of Tile BTN-1 06-16-23 BTN-1 Rated Wall Heada@ Simple Saver Insulation Rated Wall Headb@ Concrete Decking 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 5/8" Type 'X' Gyp Bd. 2 1/2" 25 Ga. Retaining Angle Attached To Deck @ 12" O.C. Firesafing Insulation Fire Caulking @ PEMB Structure Crossing Through Rated WallConcrete Slab -See Struct Dwgs. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) 8" Purlin W/ Thermal Block By Mtl. Bldg. Mfr. 1A 5/8"3 5/8"5/8" 4 7/8" Rating Not Rated UL Listing -- Comments Partition To Extend To Structure Above. Provide Slip Head @ Top Of Wall Assembly Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. Suspended Acoustical Ceiling -See Finish Legend 1B Rating Not Rated UL Listing -- Comments Partition To Extend 6" Above Ceiling. 3 5/8"5/8" 6" Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 6" 2 5/8"6"5/8" 7 1/4" Rating Not Rated UL Listing -- Comments Partition To Extend 6" Above Ceiling. 5/8" Type 'X' Gyp Bd. 6" 20 Ga. Studs @ 16" O.C. Rubber Base -See Finish Legend Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 6" 20 Ga. Studs @ 16" O.C. 2A 5/8"6"5/8" 7 1/4" Rating Not Rated UL Listing -- Comments Partition To Extend To Structure Above. Provide Slip Head @ Top Of Wall Assembly 6" 20 Ga. Studs @ 16" O.C. Rubber Base -See Finish Legend 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 6" Slip Head Track 5R Rating 1-Hour UL Listing UL# U499 Comments Provide Slip Head @ Top Of Wall Assembly 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 1' - 7" 8" 3' - 6"1' - 0" 1' - 6" 3' - 3" 8" 1' - 7" Accessible Toilet Fixture Dimensions Standard Toilet Fixture Dimensions Max. 3' - 8" 25" Counter 2' - 10" Accessible Toilet Accessory Dimensions See Reach Depth Chart 4' - 0" Max. Feminine Napkin Dispenser Max. 2' - 10" 3' - 3" 1' - 7" 2' - 0" 1' - 3" 3' - 8" 1' - 7" 3' - 8" 2' - 11 1/4" 1' - 7" 2' - 0" 4' - 8" 2' - 11 1/4" 1' - 6"1' - 8" 1' - 8"Clear 1 1/2" 1' - 6" 3' - 3" 6"3' - 0" Clear 1 1/2" 2' - 0" 1' - 7" 2' - 0" 1' - 3" 1' - 6" 1' - 6" Non-Accessible Accessible Clear Floor Area 2' - 6" (40" Min) Shelves: 48" Max 1' - 5" 2' - 0" To Reflective Surface Max. 3' - 4" Coat Hook: 48" Max. Maximum Reach Depth Maximum Reach Height 0.5 inches 48 inches 2 inches 46 inches 5 inches 42 inches 6 inches 40 inches 9 inches 36 inches 11 inches 34 inches Table 606.7 Maximum Reach Depth and Height Clear Floor Space 2' - 6" 3' - 0" 3' - 6" 2' - 11 1/4" 1' - 6" 2' - 9 1/8" 1' - 6" 3' - 4" 2' - 11 1/4" 1' - 6" 3' - 4" 4" 3' - 2" 10" Shower Controls W/ In 15" Of Center 4" 1' - 6" 1' - 6" 3' - 0" 4" 2' - 9 1/8" 1' - 0"3' - 0" 3' - 0" 4' - 0" 3' - 0" 3B Rating Not Rated UL Listing -- Comments Partition To Extend 11'-6" AFF 3 5/8"5/8" 6" 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. FRP Wall Panels (FRP-1) -See Finish Legend (3) 1/2" Beads Of Sealant -Cont. -Typ. 6"4 1/2"Backer Rod & Sealant -Typ. 6" Concrete Curb 3A 5/8"3 5/8"5/8" 4 7/8" Rating Not Rated UL Listing -- Comments Partition To Extend To Structure Above. Provide Slip Head @ Top Of Wall Assembly 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. (3) 1/2" Beads Of Sealant -Cont. -Typ. 6"4 1/2"Backer Rod & Sealant -Typ. 6" Concrete Curb FRP Wall Panels (FRP-1) -See Finish Legend A8.12 1 1R 5/8"3 5/8"5/8" 4 7/8" Rating 1-Hour UL Listing UL# U465 Comments Provide Slip Head @ Top Of Wall Assembly Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 6" Corner Bead -Typ. 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 5RA Rating 1-Hour UL Listing UL# U469 Comments Provide Slip Head @ Top Of Wall Assembly 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 6"4 1/2" Backer Rod & Sealant -Typ. 6" Concrete Curb 2-1/2" CH Stud (25 ga) (3) 1/2" Beads Of Sealant -Cont. -Typ. 5RB Rating 1-Hour UL Listing UL# U415 System B, AER-09038 Comments Provide Slip Head @ Top Of Wall Assembly 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 2-1/2" CH Stud (25 ga) Boiler Room Ceiling 1"1 1/2"5/8" 3 1/8" 1" 3" 5/8" 5/8" 5 1/4" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 5/8" 1" 1 1/2" 5/8" 5/8" 4 3/8" 5/8" 1" 1 1/2"5/8" 5/8" 2 Layers 5/8" Type 'X' Gyp Bd2 Layers 5/8" Type 'X' Gyp Bd AREA OF REFUGE AREA OF REFUGE 48 " M i n * To L o w e s t T a c t i l e L e t t e r s 60 " M a x To H i g h e s t T a c t i l e L e t t e r s *Note: For Braille mounting height to baseline of Braille cell 45° CL 18" Min. 18" Min. Centered On Tactile Characters 4R 5/8" 5/8" 3 5/8" 5/8" 5/8" 6 1/8" Rating 2 Hour Fire Rated UL Listing UL Des U419 Comments Partition To Extend To Structure Above. Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 6R Rating 2-Hour UL Listing UL# U415 System B Comments 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 1"1 3/8" 5/8" 5/8" 3 5/8" 2 Layers 5/8" Type 'X' Gyp Bd Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:13 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A5.01 ADA Standards & Partition Types 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 Ga s 4 A3 . 0 0 C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A3.00 3 A3.00 2 A3 . 0 0 1 A4.00 1 A4.00 4 A4.00 4 A4.00 Hangar 100 20' - 0" A A 55 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" A4 . 0 0 5 3 A4.00 3 A4.00 2 A4.00 2 A4.00 150' - 0" 200' - 0"30' - 0" 230' - 0" 16' - 1 1/4" 16' - 2 3/8" 77 Furnace Supported From Structure Above Ceiling, Approx. Weight is 200Lbs -Typ. -See Mech Location 88 B B 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. HSW-1 9' -0" Boiler 112 Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. 6" Fire Sprinkler Main, 40plf, Supported At Each Purlin 6" Fire Sprinkler Main, 40plf, Supported At Each Purlin Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) 28' - 0"48' - 0 3/8"48' - 0 3/8"48' - 0 3/8"27' - 10 3/4" Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) Light Fixture -See Elec Dwgs. Pre-Engineered Mtl. Bldg. Frame -Paint 3 A8.11 4 A1 . 0 0 Manual Mecho Shades A5.0021 6' ø HVLS Clg. Fan - See Mech Dwgs. D.3 D.3 10.510.5 3.2 3.2 51' - 3"97' - 6"51' - 3" 20' - 7" 20' - 7" 20' - 7" 1' - 6" 22' - 1" 20' - 7" 20' - 7" 9' - 7" 28' - 0"48' - 0 3/8"48' - 0 3/8"48' - 0 3/8"27' - 10 3/4" GYP-1 8' -6" 1' - 5 1/2" 9 1/2" GYP-1 8' -6" 9 1/2" 9 A8.11 Fire Caulking @ PEMB Structure Crossing Through Rated Wall Fire Caulking @ PEMB Structure Crossing Through Rated Wall Fire Caulking @ PEMB Structure Crossing Through Rated Wall 4 A3 . 0 0 C C 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 1 A4.00 1 A4.00 A A 55 2 A4.00 2 A4.00 Line Of Mezzanine Below 7 7 Non Occupied Space 88 B B 10.510.5 3.2 3.2 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:15 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A7.00 Reflected Ceiling Plan -First Floor 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3/32" = 1'-0" Ref: A1.001Reflected Ceiling Plan Finish Schedule - Ceiling Materials Type Mark Manufacturer Product Line Color Size Comments Horizontal Shaft Wall HSW-1 Sherwin Williams -- Snowbound SW-7004 -- -- Painted Gyp. Bd. Ceiling GYP-1 Sherwin Williams -- Snowbound SW-7004 -- -- Suspended Acoustical Ceiling SAC-1 Armstrong Armstrong Dune # 1773, 15/16" Prelude Grid in White White 2'x4' N Scale: 3/32" = 1'-0" Ref: A3.002Mezzanine N BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 5/8"3 5/8"5/8" 2"2 3/8"1 5/8" 5 7/8" 4 7/8" 5/8" Type 'X' Gyp Bd. Sealant, Both Sides - Typ. Cont. Mtl. Stud Header - See Specs HM Double Rabbet Frame -See Door Schedule HM Door & Frame - Paint -See Door Schedule 5/8" 2" 5/8" 3 5/8" 5/8" 2" 2 3/8" 1 5/8" 5 7/8" 4 7/8" 5/8" Type 'X' Gyp Bd. Sealant, Both Sides -Typ. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. HM Double Rabbet Frame -See Door Schedule HM Door & Frame - Paint -See Door Schedule Unfaced Sound Batt Insulation 5/8"2" 1 1/4"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" Sealant -Typ. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" HM Door & Frame - Paint -See Door Schedule 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 1 1/4" 8" 1 1/4" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) -By Mtl. Bldg. Mfr. 5/8"3"1"1/2"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 1' - 2 3/8" 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 5/8" Type 'X' Gyp Bd. Tapeable 5/8" J Casing Bead -Typ. Sealant -Typ. 1" Fire Shield Shaft Liner 5/8" 3" 1" 1/2" 8" 1 1/4" Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Pre-Finished Mtl. Trim -By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 4" CH Stud (18 Ga) 1" Fire Shield Shaft Liner Sealant -Typ. Tapeable 5/8" J Casing Bead -Typ. 5/8" Type 'X' Gyp Bd. 1' - 2 3/8" 1" Fire Shield Shaft Liner Grid 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 8" 'Cee' Girt By Mtl. Bldg. Mfr. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Insulated Sectional Overhead Door -See Door Schedule 8"1 1/4" Gr i d Overhead Door Guide & Support Assembly Insulated Sectional Overhead Door -See Door Schedule Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 1 1/2" 8" 1 1/4" A 1 1/4"8"1/2"3 5/8"5/8" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Sealant -Typ. Tapeable 5/8" J Casing Bead -Typ. Corner Bead -Typ. 5/8" Type 'X' Gyp Bd. Cont. Mtl. Stud Header - See Specs 8" 'Cee' Girt By Mtl. Bldg. Mfr. Alum. Door Head -See Door Schedule 2" 4 1/2" AA 1 1/4" 8" 1/2" 3 5/8" 5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Tapeable 5/8" J Casing Bead -Typ. Sealant -Typ. Alum. Door Jamb -See Door Schedule 2" 4 1/2" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" Hangar Door Structure - By Hangar Door Mfr. Sealant -Typ. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. Hangar Door Structure -By Hangar Door Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" HM Door & Frame - Paint -See Door Schedule 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 1 1/4" 8" 1 1/4" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) -By Mtl. Bldg. Mfr. Steel Rail By Hangar Door Mfr. (Hangar Door Rail Installer To Clean Rail Prior To Hangar Door Installation) HM Door & Frame - Paint -See Door Schedule Continuous Mtl. Closure Sheeting By Hangar Door Mfr. -Paint 1 1/4"8"1 1/4" 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Verify w/ Door Mfr 1' - 9" Throat Width 1' - 0 1/8" O.H. Coiling Door -See Door Schedule 10 Ga. Bent Metal Header By Misc.Metals Contractor-Paint 4" 5/8"1 1/2"1"1/2"8"1 1/4" Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. 1' - 0 7/8" Fire Caulking @ PEMB Structure Crossing Through Rated Wall Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Throat Width 1' - 0 1/8" 4" 4" Coiling Door Jamb Assembly -Paint 5/8" Type 'X' Gyp Bd. 2-1/2" CH Stud (25 ga) 1" Fire Shield Shaft Liner 5/8" 1 1/2" 1" 1/2" 8" 1 1/4" Fire Caulking @ PEMB Structure Crossing Through Rated Wall A Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr.Alum. Window -See Window Elevations Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 4 1/2" 2" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4"8"1 1/4" 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr.28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. AA 1 1/4" 8" 1 1/4" Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Alum. Window -See Window Elevations Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 4 1/2" 2" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) A Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Alum. Window -See Window Elevations 8" 'Cee' Girt By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 4 1/2" 2" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4"8"1 1/4" 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Anodized Alum. Sill Sealant, Both Sides - Typ. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:15 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.00 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3" = 1'-0"1 HM Door Head @ 3 5/8" Stud Wall Scale: 3" = 1'-0"2 HM Door Jamb @ 3 5/8" Stud Wall Scale: 3" = 1'-0"3 HM Door Head @ Girt Wall Scale: 3" = 1'-0"4 HM Door Jamb @ Girt Wall Scale: 3" = 1'-0"5 HM Door Head @ Girt Wall w/Shaft Wall Scale: 3" = 1'-0"6 HM Door Jamb @ Girt Wall w/Shaft Wall Scale: 3" = 1'-0" Ref: A4.509OH Door Head @ Girt Wall Scale: 3" = 1'-0"10 OH Door Jamb @ Typ. Girt Wall Scale: 3" = 1'-0" Ref: A4.507Alum Door Head @ Girt w/ Stud Wall Scale: 3" = 1'-0" Ref: A5.008Alum Door Jamb @ Girt w/Stud Wall Scale: 3" = 1'-0"11 HM Door Head @ Hgr Door Scale: 3" = 1'-0"12 HM Door Jamb @ Hgr Door Scale: 3" = 1'-0"13 HM Door Sill @ Hgr Door Scale: 3" = 1'-0"14 Coiling Door Head @ Girt Wall Scale: 3" = 1'-0"15 Coiling Door Jamb @ Girt Wall Scale: 3" = 1'-0" Ref: A5.0016Alum Window Head Scale: 3" = 1'-0" Ref: A5.0017Alum Window Jamb Scale: 3" = 1'-0" Ref: A5.0018Alum Window Sill BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 123 T.O. Hangar Door Joint 130' -0" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Hangar Door Steel Support Beam By Mtl. Bldg. Mfr. Hangar Door Weatherseal Panel By Hangar Door Mfr. -Paint 8' - 0" 6' - 3 1/2"1' - 8 1/2" 2' - 0 1/2"1' - 5"1' - 5"1' - 5"2 1/2"1' - 6" A8.10 7 Low Eave 136' -9" Ridge 142' -5" Pre-Finished Mtl. Closure Trim -By Mtl. Bldg. Mfr. Steel Beam By Mtl. Bldg. Mfr. -Paint Pre-Engineered Mtl. Bldg. Frame -Paint 1" Thermal Blocks @ Roof -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 10" Purlin W/ Thermal Block By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" Pre-Finished Mtl. Closure Trim -By Mtl. Bldg. Mfr. Hangar Door Head Height Reducing Structure And Panels 8" 'Cee' Girt By Mtl. Bldg. Mfr. T.O. Hangar Door 131' -6" Floor Plan 100' -0" 123 1/2" Hangar Door Concrete Topping Slab - See Struct Dwgs. Steel Rail By Hangar Door Mfr. (Hangar Door Rail Installer To Clean Rail Prior To Hangar Door Installation) Concrete Foundation - See Struct Dwgs. Slope 8' - 0" 6' - 6"1' - 6" 2' - 0 1/2"1' - 5"1' - 5"1' - 5"2 1/2" A8.10 6 Expansion Joint And Sealant Expansion Joint And Sealant 8" 1' - 4" 'Stego Industries' 15 Mil. Under-Slab Vapor Barrier 12 10" 1" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) 10" Purlin W/ Thermal Block By Mtl. Bldg. Mfr. 1" Thermal Blocks @ Roof -By Mtl. Bldg. Mfr. 10"8"1 1/4" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint 8" 'Zee' Girt By Mtl. Bldg. Mfr. M Eave Height 138' -0" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 8"1 1/4" Low Eave 136' -9" Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint 8" Purlin W/ Thermal Block By Mtl. Bldg. Mfr. 10" 1" 8" 'Zee' Girt By Mtl. Bldg. Mfr. Floor Plan 100' -0" 1/2"1"1 3/8"1"1/2" 1" 8" Inside Surfaces Of Door Rail Recess Must Be Finished/Rubbed Concrete To Prevent Spalling Steel Rail By Hangar Door Mfr. (Hangar Door Rail Installer To Clean Rail Prior To Hangar Door Installation) Rail Support By Hangar Door Mfr. Concrete Topping Slab - See Struct Dwgs. Forms For Blockouts Provided By Door Manufacturing Company. Oill All Forms Prior To Placing In Field 1 1/4"8"1 1/4" Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. Continuous Mtl. Closure Sheeting By Hangar Door Mfr. -Paint Hangar Door Structure - By Hangar Door Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4" Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Cont. Mtl. Liner Panel Clip -By Mtl. Bldg. Mfr. At Exterior Side, Seal Opening With Caulking Or Dektite Material Wrap All Exterior Wall Penetrations On Interior Side Of Opening With Sheet Waterproofing Exterior Wall Finish Material Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. Cont. Mtl. Liner Panel Clip -By Mtl. Bldg. Mfr. R-25 Batt Insulation W/ Vapor Barrier Cont. Mtl. Liner Panel Clip -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr.Grid Grid Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. Cont. Mtl. Liner Panel Clip -By Mtl. Bldg. Mfr. R-25 Batt Insulation W/ Vapor Barrier Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR1/24/2023 12:13:04 PM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.10 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 1'-0" Ref: A4.501Hangar Door Head Scale: 1" = 1'-0" Ref: A4.502Hangar Door Track Scale: 3" = 1'-0" Ref: A4.507Hangar Rake Detail Scale: 3" = 1'-0" Ref: A4.503Hangar Gutter Detail Scale: 3" = 1'-0" Ref: A8.106Hangar Door Rail Scale: 3" = 1'-0" Ref: A4.504Translucent Panel Head @ Hangar Door Scale: 3" = 1'-0" Ref: A4.505Translucent Panel Sill @ Hangar Door Scale: 3" = 1'-0"8 Detail @ Typical Ext. Wall Penetration Scale: 3" = 1'-0" Ref: A4.5010Detail @ Translucent Panel Head Scale: 3" = 1'-0" Ref: A4.5011Detail @ Translucent Panel Sill Mezzanine 112' -0" 8 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 6" 20 Ga. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Sealant -Typ. Mtl Bldg. Endwall Column By Mtl. Bldg. Mfr. Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. Cont. Pour Stop Steel Beam By Mtl. Bldg. Mfr. -Paint 8"2"6"5/8" Floor Plan 100' -0" A Mezzanine 112' -0" 10 7/8" 1' - 5" 0 ' - 8 " / 1 ' - 0 " Steel Beam By Mtl. Bldg. Mfr. -Paint 4' - 3 1/4" 2' - 9" 9' - 0" 3' - 1 1/4" HSS 3x3x 3/16" Welded Steel Bracket At Each End Of Canopy -By Mtl Bldg Mfr. Paint All Exposed Metal HSS 3x3x 3/16" Cross Beams Spanning Between Brackets -Typ. By Mtl Bldg Mfr. Paint All Exposed Metal 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 6" x 1/4" Knife Plate - Attach To Portal Frame - By Mtl. Bldg. Mfr. 4" x 6" x 1/4" Knife Plate -Attach To Supplemental Structure - By Mtl. Bldg. Mfr. Structure For Lower Mounting Point -By Mtl. Bldg. Mfr. Provide Flashing At Knife Plate -By Mtl. Bldg. Mfr. 1/4" Gap From Siding To HSS 3x3 Structure Pre-Finished Gutter -By Mtl. Bldg. Mfr. Snow Clips -Typ. At Lower Canopies Floor Plan 100' -0" D E T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" 10' - 0" 20' - 0" 2 3/4" 30' - 2 3/4" 2 3/4" 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. 30' - 0" 23' - 3 3/4" Door Panel Sheeting Cont. Mtl. Liner Panel Clip -By Mtl. Bldg. Mfr. 4 A8.10 5 A8.10 3' - 4"4' - 0 5/8" 4' - 8 1/2" No Sill At Man Door In Hangar Door B.O. Hangar Door Opening 128' -6" Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. T.O. Hangar Door 131' -6" D.3 C 5/8" 5/8" 3" 1" 4 5/8" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 8" 'Zee' Girt By Mtl. Bldg. Mfr. 1" Fire Shield Shaft Liner 5/8" 2 1/4"1" 5/8" 5/8"1 1/2" 1" 1/2"8" 1" Fire Shield Shaft Liner 5/8" Type 'X' Gyp Bd. 5/8" Type 'X' Gyp Bd. 4" CH Stud (18 Ga) Boiler Room Ceiling 9 1/8" 2-1/2" CH Stud (25 ga) 2-1/2" CH Stud (25 ga) 4" CH Stud (18 Ga) 1" Fire Shield Shaft Liner Boiler Room GSE 2 Layers 5/8" Type 'X' Gyp Bd 1" Fire Shield Shaft Liner C 5/8"2 1/2"1/2"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Window Frame 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 'Firelite' -Fire Rated Glass System 1' - 0 7/8" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) Tapeable 5/8" J Casing Bead -Typ. Sealant -Typ. C C 5/8" 1 1/2" 1" 1/2" 8" 1 1/4" Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim -By Mtl. Bldg. Mfr. HM Window Frame 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 1' - 0 7/8" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) Sealant -Typ. Tapeable 5/8" J Casing Bead -Typ. 5/8" Type 'X' Gyp Bd. 'Firelite' -Fire Rated Glass System C 5/8" 1 1/2" 1" 1/2" 8"1 1/4" Sealant -Typ. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Window Frame 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" 5/8" Type 'X' Gyp Bd. Sealant -Typ. Anodized Alum. Sill 5 5/8" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 1' - 0 7/8" 'Firelite' -Fire Rated Glass System C Mezzanine 112' -0" Cont. Pour Stop 5/8" Type 'X' Gyp Bd. 2-1/2" CH Stud (25 ga) 1" Fire Shield Shaft Liner 8" 'Zee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 4" Cont. Pour Stop Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 9 A8.11 9 3/4" 9 Mezzanine 112' -0" Elev: 109' - 0" Elev: 108' - 6" Pre-Engineered Mtl. Bldg. Beam Fire Caulking @ PEMB Structure Crossing Through Rated Wall 5/8" Type 'X' Gyp Bd. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. Suspended Acoustical Ceiling -See Finish Legend 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 5/8"8 1/8"8 1/8"5/8" 1' - 5 1/2" C HANGARLEAN-TO 4" CH Stud (18 Ga) 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner Spandrel Beam By Mtl Bldg Mfr. 4 1/2" 5/8"3"1"1/2"8" 10" 4" CH Stud (18 Ga) 1" Fire Shield Shaft Liner 5/8" Type 'X' Gyp Bd. 4" CH Stud (18 Ga) 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:16 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.11 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1 1/2" = 1'-0" Ref: A2.011 Detail @ Mezzanine Floor Connection @ CL 8 Scale: 3/4" = 1'-0" Ref: A3.002Detail @ Canopy Connection Scale: 3/8" = 1'-0" Ref: A3.004Hangar Door Panel Elevation Scale: 3" = 1'-0" Ref: A2.013Detail @ Shaft Wall & Ceiling Scale: 3" = 1'-0" Ref: A5.005Interior HM Window Head Scale: 3" = 1'-0" Ref: A5.006Interior HM Window Jamb Scale: 3" = 1'-0" Ref: A5.007Interior HM Window Sill Scale: 3" = 1'-0"8 Mezzanine Floor @ Shaft Wall BTN-1 06-16-23 BTN-1 BTN-1 Scale: 1 1/2" = 1'-0" Ref: A2.009Detail @ Mezz. Support Beam Scale: 3" = 1'-0" Ref: A4.0010Detail @ Spandrel Beam BTN-1 6 Mezzanine 112' -0" 1' - 5 5/8" 1' - 5 5/8" 6" FRP Wall Panels (FRP-1) -See Finish Legend 5/8" Type 'X' Gyp Bd. Cont. Pour Stop Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 1 1/2" Mtl. Guardrail Assemby -Paint 4" 4" Mtl Kick Plate 3' - 6" Tapeable 5/8" J Casing Bead -Typ. Tapeable 5/8" J Casing Bead -Typ. Floor Plan 100' -0" Mezzanine 112' -0" 4 A8.12 A8.12 8 A8.12 9 Floor Plan 100' -0" 6 Mezzanine 112' -0" O.C. Vert. Rung @ 1' - 0" 15' - 6" 3' - 6" 12' - 0" 7" A8.12 9 A8.12 8 Mezzanine 112' -0" 1 1/2" Mtl Gate Assembly - Paint Cane Bolt Floor Plan 100' -0" 1 1/2" 2' - 8 1/2" 1' - 9"3" 2' - 1 1/2" 2' - 0" 2' - 10" TLW-1 TR1 SS-1 PL-1 Pull-out Trash Drawer Built-In Trash Drawer w/ 6"ø Counter Opening Floor Plan 100' -0" 1 1/2" 6" 1' - 10 1/2" 4" 2' - 1 1/2" 2' - 0" 2' - 10" 1' - 9"3" Adjustable Shelf SS-1 PL-1 TR1 9 TLW-1 Floor Plan 100' -0" 2' - 0" 1 1/2" 6" 1' - 10 1/2" 4" 2' - 0" 2' - 10" Adjustable Shelf TLW-1 P-1 TR1 PL-1 SS-1 Garbage Disposer - See Plumb Dwgs. TLB-1 TR1 CG 3" 3" 3" x 8"x 1/4" Angle Wall Bracket Floor Plan 100' -0" 3" 3" x 3"x 1/4" Angle Floor Bracket Floor Plan 100' -0" M 14 1/2" Tall 16Ga. Galvanized Mtl Flashing -By Mtl Bldg. Mfr. 7 1/4" 7 1/4" 1' - 2 1/2" Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. (3) 1/2" Beads Of Sealant -Cont. -Typ. Concrete Slab On Grade -See Struct Dwgs. 'Stego Industries' 15 Mil. Under-Slab Vapor Barrier Concrete Foundation - See Struct Dwgs. Collection Pipe With Perforations At 4 And 8 O'clock Positions -See Civil Dwgs And Geotech Report Filter Fabric -See Geotech Report Free Drainage Gravel - See Geotech Report 15 Mil. Stego Wrap Vapor Retarder Fastened To Foundation Wall W/ Stego Tack Tape And A Termination Bar -See Geotech Report 1' - 0" Min. A8.12 11 1/2" Expansion Joint And Sealant Concrete Slab On Grade -See Civil Dwgs. Rebar -See Struct Dwgs. See Civil Dwgs StegoTerm Bar Mechanically Fastened To Foundation Wall StegoTack Tape Adhered To Foundation Wall 15 Mil. Stego Wrap Vapor Retarder Fastened To Foundation Wall W/ Stego Tack Tape And A Termination Bar -See Geotech Report Concrete Foundation - See Struct Dwgs. 12 12 1' - 6" 3" 3" 1' - 7 1/4" Concrete Slab On Grade -See Struct Dwgs. 12 A8.12 Floor Plan 100' -0" 1' - 8" 3' - 6" 2' - 0" 6" Dia. Concrete Filled Steel Bollard -Paint ? Varies Max. 2' - 6" ExteriorInterior 14 1/2" Tall 16Ga. Galvanized Mtl Flashing -By Mtl Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Concrete Slab On Grade -See Struct Dwgs. Concrete Foundation - See Struct Dwgs. Concrete Slab On Grade -See Civil Dwgs. 'Stego Industries' 15 Mil. Under-Slab Vapor Barrier 1 1/4"8"1 1/4" 2 6" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:18 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.12 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1 1/2" = 1'-0" Ref: A4.001Mezzanine Railing Detail Scale: 3/4" = 1'-0" Ref: A4.003Ladder Elevation Scale: 3/4" = 1'-0" Ref: A4.004Ladder Section Scale: 1 1/2" = 1'-0" Ref: A4.002Gate Detail Scale: 3/4" = 1'-0" Ref: A5.007Casework Section @ Trash Drawer Scale: 3/4" = 1'-0" Ref: A5.006Casework Section @ Base Cabinet Scale: 3/4" = 1'-0" Ref: A5.005Casework Section @ Sink Base Cabinet Scale: 3" = 1'-0" Ref: A8.128Ladder Wall Bracket Scale: 3" = 1'-0" Ref: A8.129Ladder Floor Bracket Scale: 3" = 1'-0" Ref: A4.5014Detail @ Foundation Detail Scale: 6" = 1'-0" Ref: A8.1211Detail @ Stego Termination Bar Scale: 1 1/2" = 1'-0" Ref: A2.0010Typ. Bollard Plan Detail Scale: 1" = 1'-0" Ref: A8.1212Bollard Detail Scale: 1" = 1'-0" Ref: A4.5013Stem Wall Detail BTN-1 06-16-23 BTN-1 Concrete Blockout Form For Ohio Grating Blockout In Concrete Grade Beam To Allow For Dimensional Flexibility In Trench Drain Installation Wooden Splice Bars Attaching Forms Together For Concrete Pour Steel Rail By Hangar Door Mfr. Wood Door Track Edge Form Hangar Door Infill Slab Grade Beam Section 'A' Hangar Door Bottom Train Drain Concept Trench drain(s) are placed in the concrete at the end of the hangar door steel rails lower than the concrete drainage channels to provide positive drainage of the water that collects in the channels. Process: A.Concrete foundation grade beam is poured with (2) 2x6 blockouts at each trench drain location to provide dimensional flexibility for trench drain installation. (Dwg. 1) B.Adjacent hangar floor slab and aircraft apron are poured. (Dwg. 2) C.During metal building erection, the hangar door steel rails are installed on the foundation grade beam. (Dwg. 2 and 3) D.The trench drain top edge is installed 1”below the bottom of the concrete drainage channel. The trench drain length is customized to include the entire width of the door track drainage channels. (See Section 'A', Dwg. 4) E.A wooden 2x10 concrete blockout form (for finish floor Ohio Grating) is attached with wooden slice bars to the wooden door track edge forms that are supplied attached to the hangar door tracks. (Dwg. 5) F.The wooden 2x10 concrete blockout form is removed and replaced with Ohio Grating matching the finish floor level. (Dwg. 6, 7, 8) 3/4" Plywood -Attach To Wood Door Track Edge Forms And 2x10 As Support For Concrete Pour Pre-Sloped Polycast Trench Drain - Provide Sufficient Trench Drain Length To Drain All Tracks Directly Into Drain. Trench Drain May Need To Be Shortened And An End Cap Attached S e c t i o n 'A ' Depth / Configuration Varies Per Project -See Struct Dwgs. Steel Rail -By Hangar Door Mfr. Wood Door Track Edge Form -Supplied By Hangar Door Mfr. -To Be Removed After Concrete Pour S e c t i o n 'A ' 2x10 Grating Blockout Form -To Be Removed After Concrete Pour Wooden Splice Bars -Attached To Wood Door Track Edge Forms And 2x10 As Support For Conrete Pour Blockout Wood Door Track Edge Form -By Hangar Door Mfr. 5 4 3 2 16 7 8 Pre-Sloped Polycast Trench Drain - Provide Sufficient Trench Drain Length To Drain All Tracks Directly Into Drain. Trench Drain May Need To Be Shortened And An End Cap Attached Depth / Configuration Varies Per Project -See Struct Dwgs. Depth / Configuration Varies Per Project -See Struct Dwgs. Depth / Configuration Varies Per Project -See Struct Dwgs. Depth / Configuration Varies Per Project -See Struct Dwgs. Pre-Sloped Polycast Trench Drain - Provide Sufficient Trench Drain Length To Drain All Tracks Directly Into Drain. Trench Drain May Need To Be Shortened And An End Cap Attached Concrete Hangar Door Rail Infill -See Struct Dwgs. Drain Pipe E x t e r i o r I n t e r i o r Hangar Slab Hangar Slab Hangar Slab Hangar Slab E x t e r i o r I n t e r i o r E x t e r i o r I n t e r i o r E x t e r i o r I n t e r i o r Drain Pipe Hangar Door Steel Bottom Rail Assembly Grade Beam Aircraft Apron Aircraft Apron Aircraft Apron Aircraft Apron Blockout In Grade Beam (2) 2x6 Blockout In Concrete Grade Beam To Allow Flexibility In Trench Drain Installation. See Details And Struct Dwgs. For Location And Dimensions Polycast Ductile Iron Trench Drain Grat Steel Rail By Hangar Door Mfr. (Hangar Door Installer To Clean Rail Prior To Hangar Door Installation) Grade Beam Aircraft Apron Grade Beam Aircraft Apron Grade Beam Aircraft Apron Concrete Hangar Door Rail Infill -See Struct Dwgs. Concrete Hangar Door Rail Infill -See Struct Dwgs. Concrete Hangar Door Rail Infill -See Struct Dwgs. Depth / Configuration Varies Per Project -See Struct Dwgs. Depth / Configuration Varies Per Project -See Struct Dwgs. Depth / Configuration Varies Per Project -See Struct Dwgs. Pre-Sloped Polycast Trench Drain - Provide Sufficient Trench Drain Length To Drain All Tracks Directly Into Drain. Trench Drain May Need To Be Shortened And An End Cap Attached Drain Pipe Pre-Sloped Polycast Trench Drain - Provide Sufficient Trench Drain Length To Drain All Tracks Directly Into Drain. Trench Drain May Need To Be Shortened And An End Cap Attached TRENCH DRAIN IS 1" LOWER THAN CONCRETE LIP FOR POSITIVE DRAINAGE Cont. Hydronic Tube Or Electric Cabel For Radiant Heating Along Each Door Track -See Snowmelt Dwgs. (If Applicable) -See Elec Dwgs. Hangar Slab Hangar Slab Hangar Slab Ohio Grating 12-WH-4 (Or Equal) Orient To Provide Drainage From Door Track Channels into Trench Drain E x t e r i o r I n t e r i o r E x t e r i o r I n t e r i o r E x t e r i o r I n t e r i o r Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR1/ 2 4 / 2 0 2 3 1 2 : 1 7 : 2 4 P M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A8.50 Hangar Door Track Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L LA A 55 77 88 B B D.3 D.3 10.510.5 3.2 3.2 2' - 5" 1' - 2" 4" 4' - 8"2' - 5" 9' - 8"4"A9.03 10 A9.03 9 A9.03 8 A9.03 6 A9.03 3 A9.03 2 A9.03 1 A9.02 1 A9.02 2 A9.02 3 A9.03 4 A9.03 5 A9.02 5 A9.02 6 A9.02 7 A9.02 8 A9.02 9 A9.02 4 A9.03 7 A9.01 5 A9.01 4 A9.01 3 A9.01 2 A9.01 14 A9.01 1 A9.01 9 A9.01 8 A9.01 7 A9.01 6 A9.01 10A9.01 11A9.01 12A9.01 13 A9.01 15 A9.01 16A9.01 17 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:19 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.00 PEMB Baseplate Floorplan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1/8" = 1'-0" Ref: A1.001Baseplate Floor Plan N BTN-1 M 1 2 L 3' - 8"8" 1' - 0" 2" 2" 4"4"4"3" 8" 3' - 0" Elev: 100' - 0" Elev: 100' - 0" 4"4' - 8" 1' - 6" F 2' - 5" 5' - 0" A5 A 2"2" 2" 2" 10" 6"3"4" Elev: 100' - 0" M 3 L 3' - 4 3/4"8" 1' - 0" 2" 2" 4"4"4"3" 8" G Elev: 100' - 0" 5' - 0" 2' - 0 " Elev: 100' - 0" Elev: 100' - 0" M 4 2' - 2 1/4"8" J 6"6"3" 1' - 2" 2' - 0" 3' - 6" Elev: 100' - 6" 3" 3" Elev: 100' - 0" M M 5 2' - 2 1/4"8" 6"6"3" 2' - 0" 3' - 6" 1' - 2" 3" 3" 2' - 2 1/4" J Elev: 101' - 0" Elev: 100' - 0" M 6 J 6"6"3"8" 1' - 2" 2' - 2 1/4" 3" 3" Elev: 100' - 0" Elev: 101' - 0" 2' - 0" 3' - 6" M 7 6"6"3"8" 2' - 2 1/4" 1' - 2" 3" 3" Elev: 100' - 0" J Elev: 101' - 0" 2' - 0" 3' - 6" Elev: 101' - 0" M 9 K 6"6"3"8" 2' - 0 1/8" 1' - 2" 3" 3" Elev: 100' - 0" Elev: 101' - 6" 3' - 6" 2' - 0" Elev: 101' - 6" M 10 Elev: 101' - 6" 6"6"3"8" 2' - 0 1/8" 1' - 2" 3" 3" K Elev: 101' - 6" Elev: 100' - 0" 2' - 0" 3' - 6" M 12 11 1' - 2" 8" 3" 4" 6" 10" 2"2" Elev: 102' - 6" B 2' - 0" 2' - 0" Elev: 100' - 0" 12 11 K Elev: 102' - 6" C 8" 3" 4" 1' - 6" 6" 2"2" 2' - 6" Elev: 100' - 0" 2' - 0" 12 11 J C 8" 3" 4" 2"2" 1' - 6" 6" Elev: 102' - 0" Elev: 100' - 0" 2' - 6" 2' - 0" 12 11 I C 8" 3" 4" 1' - 6" 6" 2"2" Elev: 102' - 0" 2' - 6" Elev: 100' - 0" 2' - 0" 12 11 H C 8" 3" 4" 2"2" 1' - 6" 6" Elev: 101' - 6" 2' - 6" 2' - 0" Elev: 100' - 0" 12 11 G 8" 3" 4" 1' - 6" 6" 2"2" Elev: 101' - 6" C 2' - 6" Elev: 100' - 0" 2' - 0" 12 11 F 8" 3" 4" 2"2" 6" 1' - 6" Elev: 101' - 0" C 2' - 6" 2' - 0" Elev: 100' - 0" 12 11 E 8" 3" 4" 6" 1' - 2" 2"2" D Elev: 100' - 6" 2' - 0" 2' - 0" Elev: 100' - 0" 12 11 D.3 8" 3" 4" 1' - 2" 6" 2"2" D Elev: 100' - 0" 2' - 0" 2' - 0" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:20 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.01 PEMB Baseplate Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1" = 1'-0" Ref: A9.005Baseplate Detail @ M/1 Scale: 1" = 1'-0" Ref: A9.004Baseplate Detail @ M/3 Scale: 1" = 1'-0" Ref: A9.003Baseplate Detail @ M/4 Scale: 1" = 1'-0" Ref: A9.002Baseplate Detail @ M/5 Scale: 1" = 1'-0" Ref: A9.001Baseplate Detail @ M/6 Scale: 1" = 1'-0" Ref: A9.009Baseplate Detail @ M/7 Scale: 1" = 1'-0" Ref: A9.008Baseplate Detail @ M/9 Scale: 1" = 1'-0" Ref: A9.007Baseplate Detail @ M/10 Scale: 1" = 1'-0" Ref: A9.006Baseplate Detail @ M/12 Scale: 1" = 1'-0" Ref: A9.0010Baseplate Detail @ K/12 Scale: 1" = 1'-0" Ref: A9.0011Baseplate Detail @ J/12 Scale: 1" = 1'-0" Ref: A9.0012Baseplate Detail @ I/12 Scale: 1" = 1'-0" Ref: A9.0013Baseplate Detail @ H/12 Scale: 1" = 1'-0" Ref: A9.0014Baseplate Detail @ G/12 Scale: 1" = 1'-0" Ref: A9.0015Baseplate Detail @ F/12 Scale: 1" = 1'-0" Ref: A9.0016Baseplate Detail @ E/12Scale: 1" = 1'-0" Ref: A9.0017Baseplate Detail @ D.3/12 BTN-1 C 12 11 1' - 0" 8"10" 3"4" 6" E2' - 0" 2' - 0" 2" 2" Elev: 100' - 0" Elev: 100' - 0" C 10 8"3"6"6" 1' - 2" 2' - 0 1/8" 3" 3" Elev: 100' - 0" K1 3' - 6" 2' - 0" C 9 1' - 2" 2' - 0 1/8" 3" 3" K1 8"3"6"6" Elev: 100' - 0" 1' - 0" 8" 4" 3" 8" 1' - 8" 2"2" M 3' - 6" 3' - 6" C 7 8"3"6"6" 2' - 2 1/4" 1' - 2" 3" 3" 1' - 0" 8" 4" 3" 8" 1' - 8" 2"2" Elev: 100' - 0" J1 M 3' - 6" 3' - 6" C 6 8"3"6"6" 2' - 2 1/4" 1' - 2"3" 3" 8" 3" 4" 8" 1' - 8" 2"2" 1' - 0" Elev: 100' - 0" J1 M Elev: 100' - 6" 3' - 6" 3' - 6" C 5 3"6"6" 1' - 0" 8" 8" 3" 3" 4" 3" 1' - 2" 2' - 2 1/4" 8" 1' - 8" 2"2" 1' - 8" 3" 4" 2"2" 8" 8"J1 M M Elev: 100' - 0" Elev: 100' - 6" 6' - 0" 3' - 6" C 4 2' - 2 1/4" 1' - 2" 3" 3" 4" 3" 8" 1' - 8" 2"2" J1 M 8"3"6"6" 8" 1' - 0" Elev: 100' - 0" 3' - 6" 3' - 6" C C 3 8"3' - 4 3/4" 1' - 0" 6" 6" 8"3"4"4"4" 2" 2" 5' - 0" G1 2' - 0" Elev: 100' - 0" C C 1 1 2 2 8"3' - 8" 1' - 0" 1' - 0" 2" 2" 3"4"4"4" 3' - 0" 5' - 0" Elev: 100' - 0" 8"8" F1 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:21 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.02 PEMB Baseplate Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1" = 1'-0" Ref: A9.001Baseplate Detail @ C/11 Scale: 1" = 1'-0" Ref: A9.002Baseplate Detail @ C/10 Scale: 1" = 1'-0" Ref: A9.003Baseplate Detail @ C/9 Scale: 1" = 1'-0" Ref: A9.004Baseplate Detail @ C/7 Scale: 1" = 1'-0" Ref: A9.005Baseplate Detail @ C/6 Scale: 1" = 1'-0" Ref: A9.006Baseplate Detail @ C/5 Scale: 1" = 1'-0" Ref: A9.007Baseplate Detail @ C/4 Scale: 1" = 1'-0" Ref: A9.008Baseplate Detail @ C/3 Scale: 1" = 1'-0" Ref: A9.009Baseplate Detail @ C/1 BTN-1 12 11 A 2' - 0" 8"3"4" N 6" 10" 1' - 0" 2" 2" Elev: 100' - 0" 2' - 0" Elev: 99' - 0" A 10.5 8"3"4" 10" 6" 2" 2" P Elev: 100' - 0" Elev: 99' - 0" 2' - 0" 2' - 0" 10 A 8"3"4" 10 1/2" 6" 2' - 0" 2' - 0" Elev: 99' - 0" Elev: 100' - 0" R2" 2" 9 A 8"3"4" 1' - 6 1/2" 6" 2" 2" 6" S Elev: 100' - 0" 2' - 0" 2' - 6" Elev: 99' - 0" A 7 8"3"4" 1' - 6 1/2" 6" 2" 2" Elev: 100' - 0" S 0" 2' - 0" 2' - 6" Elev: 99' - 6" Elev: 100' - 0" Elev: 99' - 0" 6 A 8"3"4" 1' - 6 1/2" 6" 2" 2" Elev: 100' - 0" Elev: 99' - 0" S 2' - 6" 2' - 0" A 5 8"3"4" 10 1/2" 6" 2" 2" 2' - 0" 10" 1' - 5" 8" 4" 3" 6" V R Elev: 99' - 0" Elev: 100' - 0" Elev: 100' - 0" 2' - 6" 4 A V R 3" 4" 8"10 1/2" 3"4" 2" 2" 6" 1' - 5" 6" 2"2" 8" 2' - 0" 2' - 6" Elev: 100' - 0"Elev: 99' - 0" A 3.2 P 8"10" 6"2" 2" 3"4" 2' - 0" 2' - 0" Elev: 100' - 0" Elev: 99' - 0" 1 2 A 8"3"4" 1' - 6" 6" 10 1/2" Elev: 100' - 0" Elev: 99' - 0"Q 2' - 0" 2' - 0" 2" 2" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:22 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.03 PEMB Baseplate Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1" = 1'-0" Ref: A9.001Baseplate Detail @ A/11 Scale: 1" = 1'-0" Ref: A9.002Baseplate Detail @ A/10.5 Scale: 1" = 1'-0" Ref: A9.003Baseplate Detail @ A/10 Scale: 1" = 1'-0" Ref: A9.004Baseplate Detail @ A/9 Scale: 1" = 1'-0" Ref: A9.005Baseplate Detail @ A/7 Scale: 1" = 1'-0" Ref: A9.006Baseplate Detail @ A/6 Scale: 1" = 1'-0" Ref: A9.007Baseplate Detail @ A/5 Scale: 1" = 1'-0" Ref: A9.008Baseplate Detail @ A/4 Scale: 1" = 1'-0" Ref: A9.009Baseplate Detail @ A/3.2 Scale: 1" = 1'-0" Ref: A9.0010Baseplate Detail @ A/1 BTN-1 Discrepancies -When discrepancies exist between the Design Drawings (including this sheet) and the Specifications, the more stringent of the two determined by the engineer shall govern. When discrepancies exist between scaled dimensions in the Design Drawings and the figures written in them, the figures shall govern. 1. Design Codes -(All latest editions unless noted): A. International Building Code (IBC 2015) B. American Society of Civil Engineers (ASCE 7-10) Minimum Design Loads for Buildings and Other Structures 2. Foundation A. Refer to Geotechnical report by Ground Engineering dated September 6, 2022. Allowable bearing capacity of strip footings and pad footings on densified soils are presumed to be 4,000 PSF. Some undercutting of building slab and footings can be expected. Geotechnical Engineer shall observe and review site conditions during construction to determine amount of undercut. B. If the soil is of questionable bearing value, the Engineer or Architect shall be notified immediately. C. After footing excavations are completed and before placing concrete, the excavated areas shall be inspected and approved by the Owner selected independent testing laboratory. D. The Soils Engineer is the sole judge of suitability of underlying material to support foundations and shall approve bearing material before foundation installation. See specifications. E. Coefficient of horizontal friction between concrete and soil = 0.35 F. Minimum depth from exterior ground surface to bottom of foundations = 36 inches G. Prepare site and place fill in accordance with the recommendations in the soils report noted above. Observe construction recommendations noted in the soils report. All fill material shall be in accordance with soils report recommendations. H. Construct non-basement floor slabs on the granular fill layer required by the plan notes. I. Backfill basement and retaining walls with ASTM C-33 No. 57 stone or equivalent approved by the soils Engineer. Extend stone from the base of walls outward at a 45 degree angle to the vertical. J. Backfilling: • Do not backfill basement walls and grade beams until bracing floors are in place or temporary bracing is installed. • Backfill in even lifts alternating from side to side. • Backfill under foundations with concrete or as approved by soils Engineer. 3. Roof Load A. Roof Dead Loads Per PEMB Mfr. B. Roof Live Load 20 psf (Unreducible) C. Collateral Load 6 psf D. Rain Intensity a. Primary Roof Drains 1.18 in / hr (60-min / 100 yr) b. Secondary Roof Drains 3.16 in / hr (15-min / 100 yr) 4. Floor Load A. Mezzanine Live load 125 psf B. Mezzanine Dead Load 44 psf (Does not include steel framing) C. Mezzanine Collateral Load 6 psf 5. Wind Load: A. Wind Speed 115 mph (ULT) / 89 mph (ASD) B. Wind Exposure Category C C. Internal Pressure Coefficient GCpi =±0.18 6. Snow Load: A. Ground Snow Load 40 psf B. Exposure Coefficient Ce 1.0 C. Thermal Factor Ct 1.0 D. Importance Factor for Snow I 1.0 E. Roof Slope Factor Cs 1.0 F. Min. Roof Snow Load Pm =40 psf (Per Local Amendment) G. Flat Roof Snow Load Pf =28 psf 7. Seismic Load: 0.2 Sec Spectral Acceleration Ss =0.307 0.2 Sec Site Coefficient Fa =1.554 0.2 Sec Design Acceleration Sds =0.318 1.0 Sec Spectral Acceleration S1 =0.080 1.0 Sec Site Coefficient Fv =2.400 1.0 Sec Design Acceleration Sd1 =0.128 Site Class D Risk Category II Seismic Importance Factor I = 1.00 ACI Special Provisions Not Applicable AISC Seismic Provisions Not Applicable Seismic Design Category B Basic Structural System Building Frame System / Moment Resisting Frame System Seismic Force Resisting System Steel Ordinary Concentrically Braced Frame / Ordinary Moment Frame Response Modification Factor R =3.25 / 3.5 Deflection Amplification Factor Cd =3.25 / 3.0 Seismic Response Coefficient Cs =.0979 / .0909 Design Base Shear V =Cs * W Non-Structural Component Seismic Exemption: • Architectural Components: Architectural components with an Ip=1.0 are exempt from seismic requirements. • Mechanical and Electrical Components: Mechanical and electrical components are exempt from from seismic requirements of ASCE 7. Mechanical and electrical components with an Ip=1.0 and either components are mounted 4 ft or less above a floor level and weigh 400 lb or less or flexible connections between the components and the associated duct work, piping and conduit. Mechanical and electrical components with an Ip=1.0 and the components weight 200 lb or less or for distribution systems weighing 5 lb/ft or less. Component Seismic Importance Factor: The component importance factor Ip shall be =1.5 if any of the following conditions apply: A. The component is required to function for life-saftey purposes after and earthquake, including fire protection sprinkler systems. B. The component contains hazardous materials. C. The structure is in or attached to an occupancy category IV structure and it is needed for the continued operation of the facility. All other components shall be assigned and importance factor Ip=1.0. DESIGN PARAMETERS 1. All columns shall be centered on grid lines unless noted otherwise. 2. All column footings shall be centered on columns unless noted otherwise. 3. All wall footings shall be centered on walls unless noted otherwise. 4. Unless otherwise noted or detailed, concrete pads for mechanical equipment shall be 4" thick (minimum) and reinforced with #3 @ 12" OC each way centered. 5. Substitution of expansion anchors for embedded anchors shall not be permitted, Unless Approved by Engineer. 6. Contractor is responsible for coordinating weights, size, and location of actual mechanical units ordered. 7. Unless Directed Otherwise By Geotechnical Engineer all fill material under structure shall be sandy clay or clayey sand exhibiting a liquid limit less than 35. Fill material shall be placed in loose lifts not to exceed 8" and compacted to a density of not less than 95% of Modified Proctor Maximum Dry Density (ASTM D-1557) at or slightly wet of optimum moisture content. In place moisture and density of each lift shall be determined by in-situ field tests prior to placing additional fill. 8. Permanent stability of the building and components is not provided until the erection is completed as shown on the contract drawings. Erection stability and temporary supports required for construction including guys, braces, and shoring are the responsibility of the contractor. 9. Testing: A. Refer to specifications for specific requirements regarding sampling and testing. B. Where sampling and testing requirements are omitted from the specifications sample and test concrete as follows: • Contractor shall engage a testing laboratory acceptable to the owner and Architect. Test conducted shall be paid for by the contractor. • Prepare field samples of 4 compressive test cylinders in accordance with ASTM C31 and one slump test for each class of concrete placed each day. Samples shall be taken not less than once per day for each 50 cubic yards of concrete. Test for cylinders shall be conducted one at 7 days and 2 at 28 days, with remaining cylinders retained for future testing in case of low test results. 10. Before construction starts, contractor shall coordinate with owner to identify all underground utility lines and protect them from any damage during construction. GENERAL INFORMATION PRE-ENGINEERED METAL BUILDING 1. Provide a Pre-Engineered Metal Building system including the structural primary steel, secondary framing, metal roof systems, gutter and downspouts, roof and wall insulation, trim and all accessories for a complete system unless noted otherwise in the drawings or specifications. 2. Submit calculations and erection drawings stamped and signed by a registered professional engineer who is registered to practice at the building site location. 3. The building shall comply with AISC, MBMA and AISI latest editions. 4. Rod x-bracing shall not be placed where portal frames are specifically called for on drawings. If x-bracing or portal frames locations are not specifically located on the drawings, the manufacturer shall locate x-bracing or portal frames to not interfere with windows or doors shown on the architectural drawings. 5. The Metal Building Manufacturer and contractor shall coordinate with the mechanical drawings for all mechanical systems to be supported by the structure, including HVAC piping, fire line piping, and mechanical units. 6. The manufacturer shall design the structure to meet the following deflection criteria: • Support Element Cladding Type Deformation Recommended Max Loading • Bare Frame Hangar Door Vert. Deflection 6" Up Wind • Bare Frame Hangar Door Vert. Deflection 5" Down Live Load • Girts/Wind Col Metal Panel Perp. to Wall L/90 (Hgr), L/240 (Office)10 yr. wind • Lintel Over Window Vert. Deflection 1/2" Live Load • Purlin Mtl Standing Seam Vert. Deflection L/150 Snow • Purlin Non-Brittle Ceiling Vert. Deflection L/180 Live Load 7. The minimum horizontal deflection (Drift) shall not exceed the following maximum deflection limitations: (SEE 1/S0.01) • Frame Drift due to Wind Load (10 yr):.................H/90 with all metal skin and no interior partition walls attached to structure. • Frame Drift due to Wind Load (10 yr):.................H/120 with flexible finishes. • Frame Drift due to Seismic Load:........................H/50 with Deflection Amplification Factor (Cd) applied. CAST IN PLACE CONCRETE 1. Minimum Concrete Compressive Strengths: A. Footings f'c = 3,000 psi at 28 days. Max w/c=0.58 B. Interior Slabs-On-Grade f'c = 4,000 psi at 28 days. Max w/c=0.45 C. Ext Exposed Conc (Air Entrained) f'c = 3,500 psi at 28 days. Max w/c=0.48 D. Elevated Slabs on Metal Deck f'c = 3,500 psi at 28 days. Max w/c=0.48 2. Before concrete is placed reinforcement shall be secured against displacement within tolerances permitted in section 7.5.2 of ACI code. 3. Where lap splices are required of deformed bars and not specifically indicated on drawings, splices shall be class B splice. 4. When bars of different size are lap spliced, the splice length shall be based upon larger bar. 5. Concrete protective covering for reinforcement at surfaces not exposed directly to the ground shall be 3/4" for slabs, joists, and walls and 1 1/2" for beam stirrups and column ties or spirals. Do not "wet stick" dowels. 6. The following minimum concrete cover shall be provided: A. Concrete cast against and permanently exposed to earth:3" B. Concrete exposed to earth or weather -No. 6 thru No. 18:2" C. Concrete exposed to earth or weather -No. 5 and smaller:1 1/2" D. Concrete not exposed to earth or weather: • slabs, walls, joists No.14 and No. 18:1 1/2" • slabs, walls, joists No.11 and smaller:3/4" 7. Location and sizes of openings, sleeves, etc. required for other trades must be verified by these trades before placing concrete. 8. Contractor is responsible for "means and methods" of construction and shall provide adequate shoring to prevent collapse or damage to structural elements during construction. 9. Fine and course aggregates shall be evaluated and tested by the contractor for alkali aggregate reactivity in accordance with ASTM C-1260. Test results that have a measured expansion less than 0.10 percent at 16 days meet the requirements of these specifications. For expansions greater than 0.10 percent the aggregate shall be rejected or additional testing per ASTM C-1567 shall be performed by the contractor. For expansions greater than 0.20% aggregate shall be rejected. 10. Fly Ash content shall not exceed 25% of the total weight of cement plus fly ash. 11. Refer to bar splice schedule for exact splice length. LAP SPLICE SCHEDULE (UNLESS NOTED OR DETAILED OTHERWISE BAR SIZE TOP BARS* F'c=8000 OTHER BARS F'c=6000 F'c=5000 F'c=4000 F'c=3000 TOP BARS* OTHER BARS TOP BARS* OTHER BARS TOP BARS* OTHER BARS TOP BARS* OTHER BARS #11 #10 #9 #8 #7 #6 #5 #4 80"62"93"71"101"78"113"87"131"101" 72"56"83"64"91"70"102"79"118"91" 64"49"74"57"81"63"91"70"105"81" 57"44"66"51"72"55"80"62"93"72" 50"38"58"44"63"49"70"54"81"63" 34"26"40"31"43"33"48"37"56"43" 29"22"33"25"36"28"40"31"47"36" 23"18"26"20"29"22"32"25"37"29" *TOP BAR LAP SPLICES ONLY OCCUR IN CONCRETE BEAMS SLAB ON GRADE 1. Provide a 4-inch clean medium-to-coarse sand or gravel compacted drainage fill below all interior slabs-on-grade unless noted or detailed otherwise. 2. A 15-mil minimum polyethylene film vapor retarder shall be placed below all interior slabs-on-grade. 3. Cut 50% of welded wire fabric or deformed rebar 3 inches on either side of a sawcut or construction control joint. 4. Provide bolsters or supports as needed to maintain reinforcement at proper location in slab. 5. Maximum water cement ratio shall not exceed the amount specified. 6. Saw cutting control joints shall proceed as soon as possible without chipping or spalling concrete. Lapsed time between casting and sawcutting shall not exceed 8 hours. The length to width ratios of slab areas shall not exceed 1.25. The Max area of Slab within joints shall be 250 sq. ft. 7. Refer to specifications and Architectural drawings for slab finish requirements. SLAB FLATNESS AND LEVELNESS: 1. The slab on grade shall comply with either the straight edge tolerance or the F-number tolerances outlined below for flatness and levelness per ACI 117. The tolerance shall be confirmed by field testing. 2. Elevated floors shall comply with the moderately flat design for FF only. The FL leveliness tolerance shall not apply to slabs placed on unshored form suraces or shored form sufaces after removal of shores, nor to cambered or inclined surfaces. FF and FL shall be tested in accordance with ASTM E 1155. Straight edge shall be placed on two high spots anywhere on slab surface and measurements taken. Sampling shall be per ACI 117 and not less than 1 measurement per 100 sq. ft. Measurements must be taken asnd results supplied to contractor within 72 hrs. of pouring. 3. Unless specifically defined oterwise on the drawings, the floor profile category shall apply to the following building types: A. Conventional:Utility building not to recieve finishes. B. Moderately Flat:Low speed traffic areas, elevated floor slabs C. Flat:Churches, schools, office buildings, retail, any floor to recieve finishes. D. Very Flat:Industrial floors, floors subject to forklifts, gymnasiums E. Super Flate:Special use floors including TV studios, warehouse traffic isles F-NUMBERS FOR VARIOUS FLOOR PROFILE CATEGORIES Floor Profile Category Specified Overall Value Minumum Local Value FF FL FF FL Conventional Moderately Flat Flat Very Flat Super Flat 20 25 35 45 60 15 20 25 35 40 13 15 21 27 36 10 12 15 21 24 REQUIRED DEPTH BELOW 10 FOOT STRAIGHT EDGE Maximum Gap 90% Compliant Conventional Moderately Flat Flat Very Flat Super Flat 1/2" 3/8" 1/4" N/A N/A 3/4" 5/8" 3/8" 100% Compliant N/A N/A EPOXY ANCHORS 1. Where epoxy anchorage of threaded rods and rebar is approv ed by Engineer of Record in concrete filled cells of cmu use DeWalt AC100+ Gold or Hilti HIT HY-270. 2. Where epoxy anchorage of threaded rods and rebar is approv ed by Engineer of Record in concrete use DeWalt Pure 110+ or Hilti HIT RE-500. 3. Where anchorage is required into hollow or multi-wythe masonry contractor shall use Powers AC100+ Gold or Hilti HIT HY-270 w/ mesh screen. 4. Unless depth of embedment is shown on contract drawings contact Engineer of record for depth of embedment.As a minimum depth of embedment shall be indicated by manufacturer to develop full tensile strength of anchorage. 5. Install anchors per the manufacturer's installation instructions. 6.Contractor shall arrange for an anchor manufacturer's representative to provide onsite installation training for all of their anchoring products specified.The structural Engineer of record must receive documented confirmation that all of the contractor's personnel who install anchors are trained prior to the commencement of anchor installation. EXPANSION ANCHORS 1. Unless noted otherwise on drawings provide expansion anchors that comply with the following: A. Exposure - • Interior non-wet environments: standard zinc plated carbon steel. • Exterior or interior wet environments: hot dipped galv. or stainless steel. B. Embedment Depth - • Composite deck bottom side installation in ribs 1/2" Ø :4 1/2" slab -3 1/2" Embedment • 1/2"Ø anchors must be installed in rib with max offset 5 1/2" slab -4 1/2" Embedment from centerline of rib of 1".6 1/2" slab -4 1/2" Embedment • Composite deck top side installation 1/2"Ø :4 1/2" slab -2 1/4" Embedment 5 1/2" slab -2 1/4" Embedment 6 1/2" slab -2 1/4" Embedment • Non -Composite slab 1/4" -1/2"Ø :2" Embedment • Concrete elements other than slabs:1/4"Ø -3"Embedment 3/8"Ø -3 1/2"Embedment 1/2"Ø -4 1/2"Embedment 5/8"Ø -4 1/2"Embedment • Masonry construction anchors must be 1/2"Ø -4 1/2"Embedment in concrete filled cells:3/4"Ø -4 1/2"Embedment Where drilling operations encounter rebar, use rebar cutting bit to cut through rebar and advance hole. EXPANSION JOINT FILLER 1. Non-extruding premolded material composed of fiberboard impregnated with asphalt conforming to the requirements of ASTM D1751. STRUCTURAL STEEL 1. Steel shape and plate materials: • W Shapes - ASTM A992 or A572 Grade 50 • Pipe - A53 -Grade B 35 ksi • Round HSS - A500 Grade C 46 ksi • Rectangular HSS - A500 Grade C 50 ksi • Built-Up shapes - A572 Grade 50 • Plate - A572 Grade 50 • All Others - A36 or A572 Grade 50 2. The fabrication and erection of structural steel shall comply with "The Code Standard Practice for Steel Buildings and Bridges" as published by AISC. 3. Unless detailed otherwise, connections shall comply with the typical connection details indicated on drawings. Where beam end reactions are shown and connection details are not indicated on the structural drawings, provide a design for the connection and submit to the structural engineer of record for approval. Where typical connection details and beam end reactions are omitted, beam connections shall be selected to support one half the total uniform load capacity indicated in "Allowable Uniform Load Tables" in part 2 of the AISC manual of steel construction, 13th edition. 4. Bolted Connections: A. Unless detailed otherwise, all field connections shall be made using 3/4" diameter ASTM F3125 gr A325N or F1852 high strength bolts. Washers shall be installed under nuts on pre-tensioned connections. Pre-tensioned connections shall utilize Alternate Design Bolts (twist off type F1852) or Direct Tension Indicators w/ gr A325. Note that these are not considered Slip Critical conections and any Slip Critical Connections will be noted as (SC) on drawings if required. B. Use slip critical connections for the following: 1. Joints subject to fatigue load with reversal of the loading direction. 2. Joints utilizing oversize holes (not including base plates). 3. Joints utilizing slotted holes with load parallel to slots. 4. Joints subject to seismic provisions of AISC 341 (SDC = C with R>3 or SDC = D, E, or F) without bolt shear capactiy reduction. C. Where specifically identified on the drawings as slip critical all high strength bolts shall be tightened to comply with "slip critical" joints. All faying surfaces shall comply with a class A slip coefficient. Faying surface steel shall be clean and free from paint or other coatings unless qualified as appropriate for slip critical joints, and all galvanized surfaces shall be hand roughened. Power wire brushing is not acceptable, hand brushing is acceptable per RCSC Section 3.2.2 (3). Bolt specifications are as follows: 1. Installation of Alternate Design Bolts (Twist off Type) 2. Direct tension Indicators D. A490 and A325 high strength bolts shall not be reused that have been previously tightened. E. Unless specifically noted as slip critical connections, all bolted connections shall be visually inspected to comply with pre-tensioned conditions. 5. Welded Connections- A. Welding of structural steel shall comply with the latest edition of AWS D1.1 and all welds including field welds shall be made by AWS certified welders using E70XX electrodes and must meet CHARPY V-NOTCH requirements as applicable. B. All fillet welds to be visually inspected. All full penetration welds shall be inspected by ultrasonic testing or by other approved methods. C. Contractor shall remove back-up bars and run-off tabs projecting into or obstructing installation of building materials. D. Fabricator shall cope beams or otherwise provide weld access holes to allow proper installation and use of back-up bars at welded connections. 6. Steel erector is responsible for providing all necessary temporary bracing during erection. 7. All structural steel members exposed to weather after construction shall be galvanized. 8. Shop drawings shall be provided for review before any fabrication begins. 9. Grout column base plates prior to pouring concrete on first elevated deck and/or prior to adding additional steel above column splices. GUARDRAILS 1. All guardrails shall be designed by a professional engineer licensed in the jurisdiction of the project, based on the following design criteria, and calculations shall be signed and sealed: A. the top rail of guardrail systems shall be designed to withstand a uniform load of 50 plf or a 200 pound concentrated load, applied in any direction, and to transfer either load through the supports to the structure. B. Intermediate rails, balusters, and panel fillers shall be designed to withstand a horizontal load of 50 pound applied perpendicularly over an area not to exceed 1 ft square, including openings and spaces between rails. All loads listed are individual loads and do not need to be considered concurrently. 2. Submit guardrail shop drawings and design calculations for approval before fabrication begins. 3. Railings shall comply with "Pipe Railing Systems Manuel" by ANSI/NAAMM AMP 521-01 meeting finish standards as described below: Type 1 -Ornamental quatlity to be used where appearance is a critical factor. Type 2 -Weld of good appearance used in areas of traffic where highly ornamental quality is not required. Type 3 -Use in areas where it is not subject to view, typical of service stairs. Type 4 -Acceptable when appearance is not a factor, typical of industrial and non-public areas. STRUCTURAL ABBREVIATIONS ADD ADDL ALT AB AFF & ANG ARCH @ BP BM BRG BOT B/ BLDG CIP CLG C OR CL C/C CLR COL CP CONC CMU CONN CONST CJ CONT CONTR DBA DBE DL DET DIAG DIA OR Ø' DIM DWLS DN DWG DP E/ EA EE EF ES EW EL EOD EQ EJ EXT FF FIN FS FLR FTG FDN GALV GA HT HP HORIZ IF INT JBE JT JST K OR k LB LT WT LL LONG LLH LLV ADDENDUM ADDITIONAL ALTERNATE ANCHOR BOLT ABOVE FINISH FLOOR AND ANGLE ARCHITECT AT BASE PLATE BEAM BEARING BOTTOM BOTTOM / BACK OF BUILDING CAST IN PLACE CEILING CENTER OR CENTERLINE CENTER TO CENTER CLEAR COLUMN COMPLETE PENETRATION CONCRETE CONCRETE MASONRY UNIT CONNECTION CONSTRUCTION CONTROL JOINT CONTINOUS CONTRACTOR DEFORMED BAR ANCHOR DECK BEARING ELEVATION DEAD LOAD DETAIL DIAGONAL DIAMETER DIMENSION DOWELS DOWN DRAWINGS DRILLED PIER EDGE OF EACH EACH END EACH FACE EACH SIDE EACH WAY ELEVATION EDGE OF DECK EQUAL EXPANSION JOINT EXTERIOR FAR FACE FINISH FAR SIDE FLOOR FOOTING FOUNDATION GALVANIZED GAUGE or GAGE HEIGHT HIGH POINT HORIZONTAL INSIDE FACE INTERIOR JOIST BEAING ELEVATION JOINT JOIST KIP = 1,000lbs POUND LIGHT WEIGHT LIVE LOAD LONGITUDINAL LONG LEG HORIZONTAL LONG LEG VERTICAL LW LP MFR MK MSRY MBA MBM MBS MO MTL MIN MISC NF NS NML WT NIC NTS OC OPNG OPP OPP H OF PL PP RAD RECT REF RE REINF REQ'D REV SCHED SECT SW SIM SL SOG SPA SPECS SQ STD STL SDI SJI STRUCT SYMM SYP THK T T/ T/C T/F T/J T/L T/P T/SL T/SOG T/S TYP UNO VERT WB WWF WF W/ W/O WP WS WT LONG WAY LOW POINT MANUFACTURER MARK MASONRY MECHANICAL BAR ANCHOR METAL BUILDING MANUFACTURER MECHANICAL BAR SPLICE MASONRY OPENINGS MATERIAL MINIMUM MISCELLANEOUS NEAR FACE NEAR SIDE NORMAL WEIGHT NOT IN CONTRACT NOT TO SCALE ON CENTER OPENING OPPOSITE OPPOSITE HAND OUTSIDE FACE PLATE PARTIAL PENETRATION RADIUS RECTANGULAR REFERENCE REFER TO REINFORCING REQUIRED REVISION SCHEDULE SECTION SHORT WAY SIMILAR SLAB SLAB ON GRADE SPACE, SPACING OR SPACES SPECIFICATIONS SQUARE STANDARD STEEL STEEL DECK INSTITUTE STEEL JOIST INSTITUTE STRUCTURE OR STRUCTURAL SYMMETRICAL SOUTHERN YELLOW PINE THICKNESS TOP TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF JOIST TOP OF LEDGE TOP OF PILASTER TOP OF SLAB TOP OF SLAB ON GRADE TOP OF STRUCTURAL STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WIND BRACE WELDED WIRE FABRIC WIDE FLANGE WITH WITHOUT WORK POINT WATER STOP WEIGHT HANGAR LEAN-TO H/120 H/90 WALL GIRTS L/240 (OFFICE ONLY) PURLINS IN HANGAR CAN BE L/150 PURLINS IN OFFICE AREAS: L/180 WALL GIRTS IN HANGAR: L/90 RAMMED AGGREGATE PIER 1. Contractor shall provide all equipment, material, labor and supervision to design and install Rammed Aggregate piers (RAP). Refer to Geotechnical Report for boring information and site geotechnical data. 2. The design for the Aggregate piers shall be performed by a qualified professional engineer, registered in the state of the Project. The design shall meet the following criteria: a. Allowable bearing pressure supported by RAP = 4,000 psf b. Total Long-Term Settlement for Footings <= 1" c. Long Term Differential settlement between adj. ftngs <= 3/4" 3. The installer of RAP shall maintain Quality Control records during pier installation and provide a certified quality control representative to observe the drilling and construction of all RAPs. Records shall include but not limited to: a. Pier location, length, and diameter. b. Final elevations of the pier top and bottom. c. Documentation of any unusual subsurface conditions encountered. d. Soil and groundwater observation, if any. e. The results of any field Quality Control testing or deflection monitoring completed. 4. A modulus test shall be performed by the Rammed Aggregate Pier Designer to verify the design assumptions. The installer shall furnish a description of the installation equipment, installation records, complete test data, and verification of the design parameter values based on the modulus test results. The report shall be prepared under the direction of a Registered Professional Engineer. Test pier s used for modulus testing shall be constructed using rammer deflection monitoring. Aggregate pier elements used for modulus testing which are located within tolerance and provide a safe design capacity may, upon approval of pier system designer be used in the finished work. 5. Prior to installing RAP's the pier designer shall establish the required energy output for the rammer and terminal rammer-blow deflection criterion for the ramming of each lift. Rammer energy output shall be confirmed by the installer prior to construction of production piers. Instrumentation shall be capable of recording to a precision of at least 0.001 inch per stoke and of recording deflection accompanying each blow. During pier lift construction, rammerblow deflections shall be monitored to confirm that the design deflection per rammer-blow is achieved. Rammer-blow deflection monitoring shall be performed randomly on approximately 10% of installed piers to confirm that terminal rammer-blow deflections meet the established acceptance criterion. 6. A bottom stability test shall be performed at each pier excavation. The bottom of the pier shall be rammed prior to placement of aggregate, if wet, soft or sensitive soils are present, open graded aggregate shall be placed and rammed to stabilize the bottom of pier and may serve as the initial pier lift. 7. A calibrated dynamic penetration test (ASTM STP 399) may be performed on representative aggregate pier elements as a supplement to rammer deflection observations. 8. Contractor shall locate existing utilities on site prior to excavation. 9. Engage a qualified surveyor to provide layouts of rammed piers. 10. Pre-auger piers using mechanical drilling or excavation equipment. If cave-ins occur during excavation such that the sidewalls of the hole are deemed unstable, steel casing shall be used to stabilize the cavity or a displacement Rammed Aggregate Pier system may be used. If cave- ins occur on top of a lift of aggregate such that he volume of the caved soils is greater than 10% of the volume of the aggregate in the lift, then the aggregate shall be considered contaminated and shall be removed and replaced with uncontaminated aggregate. 11. Aggregate shall be placed in lift thicknesses as determined by the Rammed Aggregate Pier Designer. 12. The center of the pier elements shall be within 6 (six) inches of the plan locations identified in the stamped design submittal. Piers installed outside the tolerances and deemed not acceptable shall be rebuilt at no additional expense to the Owner. WATERSTOPS 1. Provide flexible strip construction joint waterstop RX-101, or RX-102, as manufactured by Volclay, or Swellstop, or Swellstop II, as manufactured by Sikaflex. RX-102 and Swellstop II shall be used with concrete members 8" thick or less. 2. Waterstop shall have a minimum of 3" cover to nearest concrete edge. Butt ends of waterstop together -do not lap. 3. Concrete surface shall be dry and cured for a minimum of 24 hours prior to application. Before application, a primer adhesive provided by waterstop manufacturer shall be applied. Follow manufacturer's recommendation for application. Waterstop may be mechanically fastened to concrete in addition to adhesive. Follow manufacturer's recommendation for attachment. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n C o n s t it u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p l i ca t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n a g em e n t G r o u p , I n c . Todd Robbins Drawn By SR1/ 1 9 / 2 0 2 3 3 : 1 0 : 3 7 P M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S0.01 GENERAL NOTES 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 GENERAL NOTES 1 1/2" = 1'-0"1 DEFLECTION DIAGRAM VERIFICATION AND INSPECTION OF PAD AND STRIP FOOTINGS CONSTRUCTION: A. After excavation and before pouring footings the geotechnical engineer or representative shall verify thru periodic testting that material below footings are adequate for bearing. B. Verify excavations are extended to proper depth thru periodic testing. C.If required, provide density testing, use of approved fill materials, and correct lift thickness during placement and controlled fill through continuous inspection. D.If required by geotechnical recommendations, prior to placing footings or fill, observe subgrade and proof roll. E.Provide verification and inspection of formwork, steel reinforcement, and concrete for applicable items as outlined in subparagraph "Verification and Inspection of Concrete Construction." VERIFICATION AND INSPECTION OF DRILLED PIER AND GRADE BEAM CONSTRUCTION: A. Testing agency shall observe drilling operations and maintain complete and accurate records for each pier thru continuous inspection. B. Testing agency shall verify and report placement locations, plumbness, pier size, bell diameter (if applicable), lengths, embedment depth (if applicable) and adequate end bearing strata. C. Probing of bottom of piers founded in rock may be required by geotechnical engineer. Where probing is required contractor shall submit for approval the type of equipment planned for use and methodology of use. VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION: A. Contractor shall obtain and a testing agency shall review and record material verification of high- strength bolts, nuts and washers, steel, non-shrink grout, and welders certifications. B. Inspection agency shall periodically review by visual inspection and report all bearing type connections for compliance with "snug tight" condition. For connections specified as "slip critical" inspection agency shall periodically review bolts per manufacturers recommendations for twist off type bolts or direct tension indicators. C. Contractor shall provide structural steel shop drawings for review and maintain copies on site for inspectors use. Refer to specifications for specific shop drawing requirements. D. Inspection of welded structural steel shall be as follows: 1. Complete and partial penetration groove welds shall have continuous inspection and welds shall be tested using the ultrasonic testing method or other previously approved method at a frequency noted as follows: A. 10 welds or less =100% Tested B. 10 to 20 welds =50% Tested, but not less than 10 C. 20 to 30 welds =25% Tested, but not less than 10 D. 30 or more =10% Tested, but not less than 10 2. Fillet welds greater than 5/16" or require multiple passes shall have continuous visual inspection. 3. Single pass fillet welds 5/16" and smaller shall hav e periodic visual inspection. 4. Roof and floor deck welds shall have periodic inspection verifying size, spacing, and quality. 5. Floor shear studs shall have periodic inspection and testing as per AWS D1.1. E. Steel deck -Contractor shall provide shop drawings and manufacturers certificates for review and maintain copies on site for inspector's use. Refer to specifications for specific shop drawing requirements. Inspector shall periodically inspect deck type, placement, and attachment. Where mechanical fasteners are used contractor shall submit and maintain on-site manufacturers data for fasteners. F. Joists and joist girders -Contractor shall provide shop drawings for review and maintain on site shop drawings and manufacturers tags or certificates for inspectors use. Periodic inspection of joists shall include review of structural high strength bolts (if applicable), welding, location, and spacing of joists. Contractor is responsible for compliance with applicable OSHA requirements. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION: A. As a minimum, contractor shall provide and maintain copies on site of the following submittals: 1. Concrete mix designs and supporting data including admixture manufacturers data. 2. Manufacturers data with application and installation instructions for all specified products and material certificates. 3. Reinforcement shop drawings complying with ACI Detailing Manual (SP66). Include all information necessary for shop fabrication and for location and placing in the field. 4. When required in contract documents, provide a pour placement plan. 5. When required in contract documents, maintain material samples and mock-up panels. 6. Shop drawings pertaining to formwork will not be reviewed by the design professional. Contractor has total control and responsibility for formwork as part of means and methods of construction. B. The inspection program shall provide for the following inspections: 1. Periodically inspect formwork for general compliance with material quality and alignments, notify contractor of any deficiencies found. The contractor is responsible for the proper design and support of formwork as part of the means and methods responsibility. 2. Periodically inspect reinforcing including pre-stressing tendons for grade, size, number, length, lap length, lap location, cover and support. 3. Continuously verify use of required design mix. 4. Periodically inspect concrete placement and consolidation for compliance with ACI 301 requirements. 5. Periodic inspection for maintenance of specified curing temperature and techniques. 6. Continuous inspection of post-tensioned construction for proper application of pre-stressed forces. 7. Periodic inspection of the erection of precast members including grouting under-bearing members, bolted and field welded connections. 8. Inspect formed surfaces for cracking, honeycombing, v oids, spalling, pealing, and exposed reinforcing. C. This section outlines the basic tests to be conducted by the testing agency; however when conflicts exist between this section and the specifications, the specifications shall govern. The testing agency and the contractor shall review the specifications carefully for additional testing requirements. Testing includes but is not limited to the following: 1. Compressive strength tests (ASTM C39) -prepare four (4) concrete test cylinders for every days placement or every (50) cubic yards. Test one cylinder at 7 days and two at 28 days. Retain one cylinder for possible testing at a later date. 2. Slump test (ASTM C143) -perform one slump test from first two trucks and one for each set of cylinders taken. If any slump test is out of specified range, additional slump test shall be taken on each subsequent load until concrete is within specified range. 3. Air entrainment tests (ASTM C231) -make one air content check per set of test cylinders. 4. Contractor shall provide an enclosure for initial storage and curing of concrete test cylinders meeting ASTM C31. Fit enclosure with maximum/minimum thermometer, provided heating and cooling, and maintain enclosure at 70°F plus or minus 10°. 5. Hot and cold weather concrete placement -at architects descretion temperature measurements may be taken when weather conditions may warrant hot or cold weather placement requirements. VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION: A. As a minimum, contractor shall provide and maintain copies on site the following submittals: 1. Manufacturers data for each unit, accessory, and product with application and installation instructions and material certificates. 2. Reinforcement shop drawings complying with ACI Detailing Manual include all information necessary for shop fabrication and for placing in the field. 3. When required in contract documents, maintain material samples and mock-up panels. 4. Contractor has total control and responsibility for temporary shoring and bracing as part of means and methods of construction. B. The inspection program shall shall provide for the following inspections: 1. Periodic inspection of size and location of masonry units. 2. Periodic inspection of reinforcement size, grade, and location. 3. Periodically verify grout spaces are clean and mortar joints are properly constructed. 4. Continuous inspection of grout placement and any welding of reinforcing SPECIAL INSPECTIONS -BASIC REQUIREMENTS Provide special inspections for the following items per section 1704 of the IBC and section 014000 of the project specifications. The approved independent testing agency's individual special inspector shall demonstrate competence for inspection of particular type of construction or operation requiring special inspection and shall meet the minimum special inspector qualifications in section 1704 of the IBC. The special inspector shall bring non-conforming items to the immediate attention of the contractor in writing and note all such items in the reports. Any unresolved item about to be covered by the work shall be brought to the contractor's and the owner's construction manager's attention immediately. The special inspector shall furnish reports, tests and inspections directly to the architect of record, the owner's construction manager, and the contractor. The special inspector shall submit a final signed report stating that the work requiring special inspection was, to the best of the inspectors knowledge, in conformance with the approved plans and specifications. The contractor is responsible for notifying the special inspection agency regarding individual inspection for items listed on the schedule and as noted on the building department approved plans. Adequate notice and access to approved plans shall be provided so that the special inspector has time to become familiar with the project. SPECIAL INSPECTIONS -NOTES STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections / Quality Assurance Plan includes the following building systems: 1. SOILS & FOUNDATIONS 2. CAST-IN-PLACE CONCRETE 3. STRUCTURAL STEEL 4. SPECIAL CASES GENERAL NOTES: The Inspectors and testing agencies shall be engaged by the Owner or the Owner's Representative, and not by the Contractor or Subcontractors whose work is to be inspected or tested. Any conflicts of interest must be disclosed to the Building Official prior to commencing work. The qualifications of all personnel performing Special Inspections and testing activities are subject to the approval of the Building Official and the E.O.R. The credentials of all inspectors and test technicians shall be provided if requested. The special inspectors shall keep records of inspections and shall furnish inspection reports to the Owner, Engineer of Record, and Architect of Record. Field and testing result reports shall be submitted to all designated parties as they are completed. The reports shall indicate that the work performed was done in accordance to the construction documents and drawings. Discrepancies shall be brought to the attention of the general contractor for correction and shall be corrected at the contractor's expense. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the E.O.R. and A.O.R. prior to completion of that phase of work. A final report that documents required special inspections and corrections of discrepancies shall be submitted by the General Contractor to the Owner, E.O.R. and A.O.R. SHOP DRAWING SUBMITTAL PROCEDURES: 1.Transmit submittals in advance of related construction activities to avoid unnecessary delays. The structural engineer for this project may withhold action on a submittal requiring coordination with other submittals until all related submittals are received. 2.Submit one electronic portable document format (.pdf) copy through the architect for the "Shop Drawing" review. The electronic copy will be marked up by the structural engineer of record. One electronic copy will be kept by the engineer and an additional copy will be transmitted to the architect. The architect will transmit a copy to the contractor. The contractor will make additional hard copies as required for his/her needs. 3.Action Stamp: The engineer of record will stamp each submittal with a uniform action stamp to indicate the action taken in one of five options: • Permitted: Work covered by the submittal generally complies with the requirements of the contract documents. • Permitted and Corrections Noted: Work covered by the submittal may proceed provided it complies with the notations or corrections on the submittal and requirements of the contract documents. • Submit Specified Item: Comply with the content of the specifications for the indicated item(s) • Revise and Resubmit: Work covered by the submittal does not comply with the requirements of the contract documents and must be changed to comply and resubmit the entire submittal, or portions specified otherwise. • Rejected: Work covered by the submittal is unacceptable and may not proceed. 4.Contractor shall comply with Division One Section -"Submittals" 5.No reproductions of construction documents are acceptable for use as shop drawings. IBC SPECIAL INSPECTIONS CONST. TYPE INSPECTION TASK CONTINUOUS PERIODIC INSPECTION FREQUENCY * SOILS 1.Verify materials below footings are adequate to achieve the design bearing capacity. 2.Verify excavations are extended to proper depth and hav e reached proper material. 3.Perform classification and testing of controlled fill materials. 4.Verify use of proper materials, densities and lift thickness during placemant and compaction of controlled fill. 5.Prior to placement of controlled fill, observe subgrade and verify that site has been prepared properly. CONCRETE 1.Inspection of reinforcing steel and placement. 2.Inspection of reinforcing steel welding in accordance with table 1704.3, item 5B. 3.Inspect bolts and embeds to be installed in concrete prior to and during placement of concrete. 4.Verifying use of required design mix. 5. Sampling fresh concrete and performing slump, air content and determining the temperature of fresh concrete at the time of making specimens for strength tests. 6.Inspection of concrete and shotcrete placement for proper application techniques 7.Inspection for maintenance of specified curing temperature and techniques 8.Inspect formwork for shape, location and dimensions of the concrete member being formed. 9.Inspection of anchors installed in hardened concrete. 1. Material verification of high-strength bolts, nuts and washers. A. Identification of markings to conform to ASTM standards specified in the approved construction documents. B. Manufacturer's certificate of compliance is required. 2.Inspection of high strength bolting. A. Bearing type connections, snug tight & slip critical. 3.Material verification of structural steel. A. Identification markings to conform to ASTM standards specified in the approved construction documents. B. Manufacturer's certificate of compliance required. 4.Material verification of weld filler material. A. Identification markings to conform to ASTM standards specified in the approved construction documents. B. Manufacturer's certificate of compliance required.STRUCTURAL STEEL 4.Inspection of welding. A. Structural steel: 1. Complete & partial penetration groove welds. 2. Multi-pass fillet welds. 3. Single-pass fillet welds > 5/16". 4. Single-pass fillet welds < 5/16". 5. Single-pass fillet welds < 5/16". B. Reinforcing steel: 1. Verification of weldability of reinforcing steel other than ASTM A706 2. Shear Reinforcement. 3. Other Reinforcing steel. 6.Inspection of steel frame joint details in compliance with approved construction documents: A. Details such as braces and stiffeners. B. Member Locations. C. Application of joint details at each connection. 1.As masonry construction begins, the following shall be verified to ensure compliance: A. Proportions of site prepared mortar. A. Construction of mortar joints. C. Location of reinforcement and connectors. 2.During construction the inspection program shall verify: A. Size and location of structural elements: B. Type, size and location of anchors including other details of anchorage of masonry to structural members, frames or other construction. C. Specified size, grade and type of reinforcement. D. Welding of reinforcing bars. E. Protection of masonry during cold (Temperature below 40° F) or hot wather (Temperature above 90°). 3.Prior to grouting, the following shall be verified to ensure compliance: A. Grout space is clean. B. Placement of reinforcement and connectors. C. Proportions of site-prepared grout. D. Construction of mortar joints. 4.Grout placement shall be verified to ensure compliance with code and construction document provisions 5.Preparation of any grout specimens, mortar specimens and/or prisms shall be observed. 6.Compliance with required inspection provisions of the construction documents and the approved submittals shall be verified. MASONRY 1.Observe drilling operations and maintain complete accurate records for each pier. PIER FOUNDATIONS 2.Verify placement locations and plumbness, confirm pier diameters, lengths, embedment into bedrock and adequate end bearing strata capacity. 3.For concrete piers, perform additional inspections in accordance with section 1704.5. 1.Deck attachment per general and plan notes on construction documents.METAL DECK COMPONENT ANCHORAGE 1.Installation of shallow expansion, chemical and cast in place anchors in masonry and concrete. Special inspection, continuous: The full time observation of work requires special inspection by an approved special inspector who is present in the area where the work is being performed. Special inspection, periodic: The part time or intermittent observation of work requires special inspection by an approved special inspector who is present in the area where the work has been or is being performed and the completion of the work. IBC SPECIAL INSPECTIONS CONST. TYPE INSPECTION TASK CONTINUOUS PERIODIC INSPECTION FREQUENCY * Special inspection, continuous: The full time observation of work requires special inspection by an approved special inspector who is present in the area where the work is being performed. Special inspection, periodic: The part time or intermittent observation of work requires special inspection by an approved special inspector who is present in the area where the work has been or is being performed and the completion of the work. BASE PLATE GROUT 1.Install per standard details. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n C o n s t it u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p l i ca t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n a g em e n t G r o u p , I n c . Todd Robbins Drawn By SR1/ 1 9 / 2 0 2 3 3 : 1 0 : 3 8 P M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S0.02 SPECIAL INSPECTIONS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 GENERAL NOTES A A C C D E F G H I J K L M M 11 22 33 4 4 5 5 66 7 7 9 9 10 10 1111 1212 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAMPEMB COL -P797.00'PEMB COL -P4F3 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P3F2 -98.00'PEMB COL -P5F6 -98.00'PEMB COL -P5F2 -98.00'PEMB COL -P5F2 -98.00'PEMB COL -P6F2 -98.00'PEMB COL -P5F6 -98.00'PEMB COL -P797.00'PEMB COL -P4F3 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P1F1 -97.00'30' - 0"15' - 11 1/2"17' - 2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"26' - 11 1/2"1' - 2" 230' - 0" 1' - 6 " 6' - 6 " 2' - 6 " 11 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 14 ' - 4 " 8' - 7 " 1' - 0 " 15 0 ' - 0 " CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ 2 S2.02 3 S2.02 4 S2.02 CJ 6 S2.02 1 S2.03 7 S2.03 1 S2.02 2 S2.03 TYPE 3 FLOOR SLAB TYPE 2 FLOOR SLAB TYPE 1 FLOOR SLAB TYPE 2 FLOOR SLAB 3 S2.03 S2.04 1 S2.04 3 S2.04 4 S2.04 6 S2.04 5 S2.04 7 S2.04 11 S2.04 8 S2.04 9 S2.04 10 S2.04 12 5 S2.03 4 S2.03 6 S2.03 PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E TY P E 1 S L A B TY P E 2 S L A B TYPE 2 SLABTYPE 1 SLAB PE M B X -BR A C I N G PE M B X -BR A C I N G PE M B X -BR A C I N G 3 S2.02 SIM 1 S2.02 SIM SEE PLUMBING FOR FLOOR DRAINS (TYP) RE-ENTRANT REINF SEE 6/S2.01 RE-ENTRANT REINF SEE 6/S2.01 (TYP) RE-ENTRANT REINF SEE 6/S2.01 (TYP) 10 S2.01 Sim SLOPE LINE DO NOT CUT 99' - 9" 6' - 8 3 / 4 " 2' - 0 " 2 5 / 8 " 3' - 4 1 / 4 " HAIRPIN TIE (TYP) SEE 9/S2.01 S2.03 8 AREA DRAIN, SEE PLUMB 8 S2.02 7 S2.02 8 S2.02 SIM 8 S2.02 SIM 1 S2.02 SIM 2 S2.02 SIM 2 S2.02 SIM 1 S2.03 SIM 7 S2.02 SIM 1 S2.03 SIM RE-ENTRANT REINF SEE 6/S2.01 SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT 99'-10"99'-10" AREA DRAIN, SEE PLUMB PEMB X-BRACINGPEMB X-BRACINGPEMB COL -P1F1 -97.00'D.3PEMB COL -P1F1 -97.00'10.5PEMB COL -P1F1 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P1F1 -97.00'5' - 0" 1 1 1 1 1 1 1 1 6" 6" 4' - 8" 30' - 0" 9' - 8"4" 1 1 1 1 1 1 1 1 1 1 1 111 1 11 1 1PEMB COLPEMB COL -P81 1 1 1 1 1 1 1 1 1 1 1 1 5 S2.02 1 NOTES: 1. FIN. FLOOR EL. = VARIES (SEE PLAN) 2. TYPE 1 -(OFFICE / STORAGE AREA) 4" NORMAL WT CONCRETE ON 15 MIL VAPOR BARRIER OVER 4" GRANULAR FILL. REINF w/ 6x6-W2.9xW2.9 WWF PLACED ON CHAIRS. CUT 50% OF REINF AT CONTROL JOINTS AND PROVIDE BOLSTERS TO SUPPORT REINF. PLACE VAPOR BARRIER DIRECTLY BELOW CONCRETE SOG. TYPE 2 -(NON-SHADED HANGAR / CAR WASH) 6" NORMAL WT CONCRETE ON 15 MIL VAPOR BARRIER OVER 4" GRANULAR FILL. REINF w/ 6x6- W2.9xW2.9 WWF PLACED ON CHAIRS. CUT 50% OF REINF AT CONTROL JOINTS AND PROVIDE BOLSTERS TO SUPPORET REINF. PLACE VAPOR BARRIER DIRECTLY BELOW CONCRETE SOG. TYPE 3 -(SHADED HANGAR) 10½" NORMAL WT CONCRETE ON 15 MIL VAPOR BARRIER OVER 4" GRANULAR FILL. REINF w/ 12x12-W16xW16 WWF (OR #4 BARS @ 12" OC, EA WAY @ CONTRACTORS OPTION) PLACED ON CHAIRS. CUT 50% OF REINF AT CONTROL JOINTS AND PROVIDE BOLSTERS TO SUPPORT REINF. PLACE VAPOR BARRIER DIRECTLY BELOW CONCRETE SOG. 3. CJ -INDICATES CONTROL JOINTS. SEE 3 & 4 /S2.01. 4. SEE SHEET S2.01 FOR FOOTING SCHEDULE AND ANCHOR BOLT DETAILS. 5. VERIFY ALL DIMENSIONS w/ ARCH DRAWINGS. 6. COAT EXTERIOR EXPOSED STEEL BELOW GRADE WITH BITUMASTIC PAINT TO PROTECT FROM MOISTURE.PEMB COL -P1F1 -99.00'TOP OF FOOTING FOOTING MARK PEDESTAL MARK COLUMN SIZE COLUMN TAG LEGEND Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 4 5 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S1.01 FOUNDATION PLAN 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1/8" = 1'-0"1 FOUNDATION PLAN BTN-1 06-16-23 A A B B C C D E F G H I J K L M M 11 22 33 4 4 5 5 66 7 7 9 9 10 10 1111 1212 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM 15' - 0"15' - 0"15' - 11 1/2"17' - 2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"28' - 1 1/2" 230' - 0" 1' - 6 " 6' - 6 " 2' - 6 " 11 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 14 ' - 4 " 8' - 7 " 1' - 0 " 15 0 ' - 0 " CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ TYPE 3 FLOOR SLAB TYPE 2 FLOOR SLAB TYPE 1 FLOOR SLAB TYPE 2 FLOOR SLAB PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E TY P E 1 S L A B TY P E 2 S L A B TYPE 2 SLABTYPE 1 SLAB PE M B X -BR A C I N G PE M B X -BR A C I N G PE M B X -BR A C I N G SEE PLUMBING FOR FLOOR DRAINS (TYP) RE-ENTRANT REINF SEE 6/S2.01 RE-ENTRANT REINF SEE 6/S2.01 (TYP) RE-ENTRANT REINF SEE 6/S2.01 (TYP) SLOPE LINE DO NOT CUT 99' - 9"B.O.F. = 95.75'DL = 2 KTL = 7.8 KB.O.F. = 95.00'DL = 41.9 KTL = 135.6 KB.O.F. = 95.00'DL = 41.9 KTL = 135.6 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 57.9 KTL = 118.2 KB.O.F. = 95.75'DL = 4.5 KTL = 19.2 KB.O.F. = 95.75'DL = 3.4 KTL = 14.4 KB.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'DL = 3.2 KTL = 13.4 KB.O.F. = 95.75'DL = 3.4 KTL = 11.1 KB.O.F. = 95.75'DL = 2.4 KTL = 10.1 KB.O.F. = 96.00'DL = 45.5 KTL = 139.2 KB.O.F. = 96.00'DL = 45.5 KTL = 139.2 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 60.9 KTL = 125.1 KDL = 4.6 KTL = 27.4 KDL = 4.6 KTL = 27.4 KDL = 4.6 KTL = 27.4 KDL = 27.7 KTL = 72.8 KDL = 27.7 KTL = 72.8 KDL = 27.7 KTL = 72.8 KDL = 4.6 KTL = 27.4 KDL = 3.8 KTL = 17.7 KDL = 3.7 KTL = 15.2 KDL = 3.7 KTL = 16.8 KDL = 3.8 KTL = 15.6 KB.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT D.3 10.5DL = 0.6 KTL = 6.6 KB.O.F. = 95.75'B.O.F. = 95.75'DL = 2.6 KTL = 11.2 K1 1DL = 0.7 KTL = 8.7 KB.O.F. = 95.75'1 1 1 1 1 1 1 1 1 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AGGREGATE PIER. SIZE & SPACING TO BE DETERMINED BY AGGREGATE PIER DESIGNER. 4" DRAINAGE FILL CONC SLAB ON GRADE STEGO VAPOR BARRIER SEE PLAN VA R I E S 4" AGGREGATE PIER. SIZE & SPACING TO BE DETERMINED BY AGGREGATE PIER DESIGNER. 4" DRAINAGE FILL CONC SLAB ON GRADE STEGO VAPOR BARRIER SEE PLAN VA R I E S 4" AGGREGATE PIER. SIZE & SPACING TO BE DETERMINED BY AGGREGATE PIER DESIGNER. CONC PAD FOOTING @ COLUMN CONCRETE COLUMN PEDESTAL EQ EQB.O.F. = XX.XX'DL = XXX KTL = XXX KDEAD LOAD BOTTOM OF FOOTING ELEVATION FOOTING TAG LEGEND TOTAL LOAD NOTES: 1. FIN. FLOOR EL. = 100.00' (ASSUMED) 2. COMPACTED AGGREGATE PIERS: WORK SHALL CONSIST OF IMPROVING SOIL BY USE OF COMPACTED AGGREGATE PIERS AND PROVIDING SUPPORT TO INDIVIDUAL COLUMN CONCRETE ISOLATED FOOTINGS. WORK SHALL INCLUDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, AND DESIGN REQUIRED TO INSTALL PIER ELEMENTS. DESIGN SHALL RELY ON SUBSURFACE INFORMATION PRESENTED IN THE PROJECT GEOTECHNICAL REPORT. DESIGN SHALL PROVIDE FOR A MINIMUM ALLOWABLE BEARING PRESSURE OF 4,000 PSF, TOTAL LONG TERM SETTLEMENT LESS THAN OR EQUAL TO 1", AND LONG TERM DIFFERENTIAL SETTLEMENT BETWEEN ADJACENT FOOTINGS OF ¾" OR LESS, AND A MODULUS OF SUBGRADE REACTION OF 150 PSI / IN OR HIGHER. 3. TL - MAX REACTIONS AT COLS (ASD). DL -SUSTAINED DEAD LOAD AT COLUMNS NOT INCLUDING FOOTING + SOIL WEIGHT (ASD). BOF -BOTTOM OF FOOTING. COLUMN TAGS ON SHEET S1.01 INDICATE TOP OF FOOTING. 4. PLANE LOADING (ON 10½" SOG) -40.4 KIPS ON DUAL TIRES. 5. TUG TIRE LOADING (ON 6" SLAB IN HANGAR ONLY) -4.5 KIPS ON SINGLE TIRE. 6. CJ -LOCATIONS ARE APPROXIMATE, CONTROL JOINTS SHALL COINCIDE WITH AGGREGATE PIER LOCATIONS. COORDINATE CJ LOCATIONS w/ AGGREGATE PIER PLAN. 7. VERIFY ALL REACTIONS w/ PEMB. 1 1 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 4 7 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S1.02 AGGREGATE PIER PLAN 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1" = 10'-0"1 AGGREGATE PIER PLAN NOT TO SCALE2DETAIL - COMPACTED AGGREGATE PIERS @ SLABS NOT TO SCALE3DETAIL - COMPACTED AGGREGATE PIERS @ COLUMNS BTN-1 06-16-23 COMPACTED DRAINAGE FILL SEE PLAN FOR REINF FIN FLR EL (SEE PLAN) SEALANT SEALANT VAPOR RETARDER SAWCUT CONTROL JOINT KEYED CONST JOINT (PLACEMENT OF CONSTRUCTION JOINT AT CONTRACTOR OPTION) EQ EQ EQ FOR DIST BETWEEN JOINTS SEE PLAN D / 4 VA R I E S ⅛"¾" NOTES: 1. SAWCUT CONC SLAB AS SOON AS PROCEDURE CAN BE COMPLETED WITHOUT SPALLING OR DAMAGING EDGE, SAWCUTTING MUST BE COMPLETED WITHIN 8 HOURS OF CONCRETE PLACEMENT. 2. 50% OF REINFORCEMENT MUST STOP 3" EACH SIDE OF JOINT. 3. CONTRACTOR MAY PROVIDE EITHER SAWCUT CONTROL JOINT OR KEYED CONSTRUCTION JOINT WHERE "CJ" SHOWN ON DRAWINGS. 4. COORDINATE EXACT LOCATION OF CONTROL JOINTS WHERE ARCH DRAWINGS INDICATE CERAMIC TILE, STONE FLOORING OR TERAZZO. COORDINATE WITH ARCH. COMPACTED SAND FILL SEE PLAN FOR REINF FIN FLR EL (SEE PLAN) SEALANT SEALANT VAPOR RETARDERSAWCUT CONTROL JOINT NOTES: 1.SAWCUT CONC SLAB AS SOON AS PROCEDURE CAN BE COMPLETED WITHOUT SPALLING OR DAMAGING EDGE, SAWCUTTING MUST BE COMPLETED WITHIN 8 HOURS OF CONCRETE PLACEMENT. 2.50 % OF REINFORCEMENT MUST STOP 3" EACH SIDE OF JOINT. 3.CONTRACTOR MAY PROVIDE EITHER SAWCUT CONTROL JOINT OR KEYED CONSTRUCTION JOINT WHERE "CJ" SHOWN ON DRAWINGS. 4.COORDINATE EXACT LOCATION OF CONTROL JOINTS WHERE ARCH DRAWINGS INDICATE CERAMIC TILE, STONE FLOORING OR TERAZZO. COORDINATE WITH ARCH. EQ EQ EQ FOR DIST BETWEEN JOINTS SEE PLAN D / 4 ⅛" ¾" 1 1/4" ROUND DOWELS @ 12"OC, OR PNA DIAMOND DOWELS (3/4" x 4 1/2" x 4 1/2"-20" OC) AT CONTRACTORS OPTION EXP. CAP W/ 1" CLR @ END 3" 3"OF DOWEL GREASE THIS HALF 3" 3" 10 ½ " CONSTRUCTION JOINT PLAN VIEW @ INTERSECTIONPLAN VIEW @ CORNER CORNER BARS TO BE SAME SIZE & NUMBER AS HORIZ BARS NOTE: TYP AT ALL CONTINUOUS FOOTINGS AND THICKENED SLABS. 36 Db 36 D b 36 Db TOP OF CONC.LEVELING NUT TACK WELD PR O J EM B E D L1 NOTES: 1. OMIT NON SHRINK GROUT ON PRE-ENGINEERED METAL BUILDINGS AND WHERE NOTED ON DRAWINGS. 2. AT CONTRACTOR'S OPTION LEVELING NUT UNDER BASE PLATE MAY BE OMITTED WHERE STEEL SHIM PACKS ARE USED. 3. USE ASTM F1554 GRADE 55 THREADED ROD W/ A563 HEAVY HEX NUT AT BOTTOM. IF TACK WELDING NUT, ALWAYS DO SO ON UNDERSIDE & NOT ON TOP. A JAMMED DOUBLE NUT OR DEFORMED THREADS ABOVE AND BELOW THE NUT ARE ALSO ACCEPTABLE. 4. WHERE OVERSIZED OR SLOTTED HOLES ARE USED PROVIDE PLATE WASHERS AS INDICATED IN TABLE 2 W/ CIRCULAR OR SQUARE WASHERS MEETING MIN SIZE REQUIREMENTS. FIELD WELD WASHERS IN PLACE W/ WASHER FILLET WELD UNLESS NOTED OTHERWISE. IF OVERSIZED OR SLOTTED HOLES ARE NOT USED OMIT PLATE WASHERS. BOLT DIA 3/4" TABLE 2 -HOLE SIZE IN BASE PL & WASHER REQUIREMENTS MAX HOLE DIAMETER BASE PL. MIN WASHER SIZE MIN WASHER THICKNESS 7/8" 1" 1 1/4" 1 5/16" 1 9/16" 1 7/8" 2 1/8" 2" 2 1/2" 3" 3 1/2" 1/4" 5/16" 3/8" 1/2" ANCHOR DIA "EMBED""PROJ" 3/4"1'-2"5" 1'-3"5" 1'-3"6" 1'-4"6 1/2" 7/8" / 1" 1 1/4" 1 1/2" TABLE 1 -SCHEDULE 1 1/2"2 3/8"4"1/2" 1'-6"8 1/2"2" 2"3 1/4"5"3/4" MIN WASHER WELD 3/16" 3/16" 3/16" 5/16" 1/4" 1/4" 1 3/4"2 7/8"4 1/2"5/8"5/16" "L1" 1'-4" 1'-5" 1'-5" 1'-6" 1'-9" 1'-5"7 1/2"1 3/4"1'-8" FIN. FLR 45° TO 90° DRY PACK OR FLOWABLE GROUT FIN. FLR ANGLE AT 45° OR TO EDGE OF PEDESTAL DRY PACK ONLY EXIST WALL OR EDGE OF CONCRETE GROUT NOT EXPOSED GROUT EXPOSED AT FIN. FLR NOTES: 1.PROVIDE NON-SHRINK, NON-METALLIC GROUT COMPLYING WITH ASTM C1107. DRY PACK GROUT UNDER COLUMN BASE PLATES. FLOWABLE GROUT WILL BE ALLOWED FOR EQUIPMENT BASES AND WHERE GROUT IS NOT EXPOSED. FOLLOW MANUFACTURERS DIRECTIONS ON MIXING GROUT. 2.MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 6,000 PSI. COLUMN BASE PLATE: 3.WHERE GROUT IS EXPOSED TO VIEW USE DRY PACK METHOD ONLY, PROVIDE SLOPED EDGE UNLESS OBSTRUCTION OR EDGE OF PEDESTAL PREVENTS SLOPED EDGE. COOL BASE PLATE W/ LIGHT WATER SPRAY AND PLACE GROUT BY DRY PACK METHOD. COVER GROUT WITH WET BURLAP FOR 72 HRS AFTER PLACEMENT. 4.SEE MANUFACTURERS RECOMMENDATIONS FOR DRY PACKING. IN GENERAL DRY PACKING REQUIRES A THICK CONSISTENCY. THERE SHOULD ONLY BE ENOUGH WATER MIXED INTO THE GROUT SO THAT WHEN GROUT IS SQUEEZED BY GLOVED HAND THE GLOVE IS SLIGHTLY DAMPENED. 5.GROUT SHOULD NOT EXTEND ABOVE BOTTOM OF BASE PLATE NOR HAVE AN UNCHAMFERED SHOULDER. EQUIPMENT BASES & BASE PLATES NOT EXPOSED: 6.FOR FLOWABLE GROUT FORMS MUST BE USED. COAT FORMS WITH PASTE WAX, FORM OIL OR OTHER APPROVED RELEASE AGENT. FORMS MUST BE LARGER THAN BASE PLATE ON ALL SIDES. 7.MAINTAIN HEAD ON GROUT WHILE POURING. WHEN GROUT HAS STIFFENED TO THE POINT IT WILL HOLD SHAPE REMOVE FORMS AND CUT SHOULDERS BACK AT 45° FROM BOTTOM OF BASE PLATE TO FOUNDATION. SEE NOTE 3 ABOVE FOR CURING. ACCEPTABLE UNACCEPTABLE PAD FOOTING SCHEDULE FOOTING SIZE F1 MARK REINFORCEMENT 4'-6"x4'-6"x1'-3" F2 9'-6"x9'-6"x2'-0" #5 @ 12" OC EW TOP & BOT #6 @ 12" OC EW TOP & BOT #6 @ 12" OC EW TOP & BOTF39'-6"x14'-0"x2'-0" (3) #4 EW TOP & BOTF42-6"x2'-6"x1'-0" #5 @ 12" OC EW TOP & BOTF56'-6"x6'-6"x1'-3" #6 @ 12" OC EW TOP & BOTF610-6"x10'-6"x2'-0" TIE PLACEMENT FI L L P E R S C H E D . 4" 2" SUPPLEMENTAL REINF. PLACEMENT 2"SUPPLEMENTAL REINF. ANCHOR BOLTS ANCHOR BOLTS PRIMARY PEDESTAL REINFORCING SECONDARY PEDESTAL REINFORCING. PROVIDE 90° OR 180° HOOKS @ TOP #4 TIES PEDESTAL REINFORCING SCHEDULE 8-#6 VERT REINF P1 MARK 24" x 24"#4 @ 10" OC TIES"X" x "Y" 10-#6P224" x 30"#4 @ 10" OC 12-#6P324" x 42"#4 @ 10" OC 2" PEDESTAL "P1" "Y" "X " 26-#6P436" x 60"#4 @ 10" OC 20-#6P542" x 42"#4 @ 10" OC 36-#6P642" x 72"#4 @ 10" OC PEDESTAL "P2" "X " "Y" PEDESTAL "P3" "X " "Y" PEDESTAL "P4" "X " "Y" PEDESTAL "P5" "X " "Y" PEDESTAL "P6" "X " "Y" NOTE:SUPPLEMENTAL REINF NOT REQUIRED EVERYWHERE. SEE ENLARGED PLANS ON S2.04 FOR SUPPLEMENTAL REINF LOCATIONS & SIZE. 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR 18-#6P724" x 60"#4 @ 10" OC 4-#6P818" x 18"#4 @ 10" OC PEDESTAL "P7"PEDESTAL "P8" "X " "Y" "X " "Y" 1 1 EQ EQ EQ EQ M IN . 3" EQ VA R I E S E/ S L A B EQ EQ CJ CJ CJ CJ COLUMN BASE PLATE BOND BREAKER OR EXPANSION JOINT MATERIAL CJ COLUMN BASE PLATE BOND BREAKER OR EXPANSION JOINT MATERIAL M I N .3 " DIAMOND PENTAGON INTERIOR SLAB OBSTRUCTION OR OPENING SLAB EDGE @ RE ENTRANT CORNER PROVIDE 3-#4 x 3'-6" @ MID- DEPTH IN SLAB, CENTERED AT CORNERS TYP. CJ CJ CJ SLAB ON GRADE PROVIDE 3-#4 x 3'-6" @ MID- DEPTH IN SLAB, CENTERED AT DISCONTINUOUS JOINTS NOTES: 1. DO NOT CROSS CONTROL JOINTS WITH REINFORCING 2. PROVIDE SIMILAR REINFORCING AT ALL SLAB RE- ENTRANT CORNERS AND COLUMN ISOLATION JOINTS (BLOCK-OUTS) THAT DO NOT HAVE CONTROL JOINTS AT CORNERS GRID 1' - 6" 9"9" 10 1 / 2 " 8" CLR 3" (4) #8 CONT CONTINUE VAPOR RETARDER OVER CONC TIE BEAM 2'-0" 2'-0" MECHANICAL BAR COUPLERS BY ZAP SCREWLOCK OR APPROVED EQUAL VA R I E S , S E E P L A N . T/ TIE BEAM 4"SEE SCHEDULE PE D E S T A L CL SE E S C H E D U L E EQ EQ 1-#7 3 0 . 0 0 0 0 ° 30.0000° 10'-0" (N O T TO S C ALE) TYPICAL 1 1/2" CLR. MECHANICAL COUPLING #5 x1'-0" DRILL BOLLARD TO ACCEPT RODS & FIELD WELD TO FACE OF BOLLARD 6" SCHED 40 POST FILL W/ CONC & MOUND ON TOP MIN 6" PE R A R C H 2' - 0 " 8" 2" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 4 9 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.01 TYP FOUNDATION DETAILS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 NOT TO SCALE3TYP SOG CONTROL JOINT DETAIL NOT TO SCALE4TYP SOG CONTROL JOINT DETAIL NOT TO SCALE7TYP. CORNER BARS @ FOOTINGS NOT TO SCALE1TYP. ANCHOR ROD DETAIL NOT TO SCALE2BASE PLATE GROUTING DETAIL NOT TO SCALE11TYPICAL PAD FOOTING SCHEDULE NOT TO SCALE13TYP. PEDESTAL REINF W/ SUPPLEMENTAL REINF. NOT TO SCALE8DETAIL - COLUMN ISOLATION JOINTS NOT TO SCALE6REINF @ RE-ENTRANT CORNERS NOT TO SCALE5REINFORCING @ JOINTS NOT TO SCALE10TYP TIE BEAM NOT TO SCALE9TYP. HAIRPIN RESTRAINT NOT TO SCALE12TYPICAL BOLLARD DETAIL BTN-1 06-16-23 1 FFE 100' -0" A 2' - 0" 3' - 0 " 1' - 0 " CLR 3" 8"8"8" 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC TROWEL FINISH TOP OF WALL WWF SEE CIVIL #4 @ 12" OC CENTERED ALONG WALL (4) #4 CONT STD HOOK 3' -7" CL R 3" CL R2"CLR 3" SEE 1/S2.02 FOR REINF * NOTE: DIMENSION VARIES. SEE PLAN NOTES FOR SOG THICKNESS ½" EXPANSION JOINT MATERIAL 6" * 2" WATERPROOFING, SEE ARCH FOR DETAILS FFE 100' -0" A 15 MIL STEGO VAPOR BARRIER SEE CIVIL #4 @ 12" OC CENTERED ALONG WALL (3) #4 CONT STD HOOK 3' -1" * NOTE: DIMENSION VARIES. SEE PLAN NOTES FOR SOG THICKNESS ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC #4 CONT½" EXPANSION JOINT MATERIAL STOP @ TOP OF DOWEL #4 BENT DOWELS @ 16" OC THRU DOORWAY (24" x 24") 2" SEE 1/S2.02 FOR REINF 8"8"8" 2' - 0" 3' - 0 " 1' - 0 " 4" * 2" * 2' - 6 " WINDOW / DOOR. SEE ARCH 1/ 2 " SLOPE WATERPROOFING, SEE ARCH FOR DETAILS FFE 100' -0" A FOR SIZE & REINFORCING SEE FOUNDATION SCHEDULE SEE CIVIL ½" EXPANSION JOINT MATERIAL PER PEMB COL BY PEMB OPTIONAL CONCRETE BLOCKOUT #7 HAIRPIN TIE SEE PLAN 15 MIL STEGO VAPOR BARRIER CONC STEM WALL BEYOND 4" 8"1' - 0 " 2' - 0 " SE E S C H E D EQUAL FOR SIZE & REINFORCING SEE PEDESTAL SCHEDULE EQUAL CL R3" CL R2" CLR 3" WATERPROOFING, SEE ARCH FOR DETAILS 2" C L R 6" FFE 100' -0" C FOR SIZE & REINFORCING SEE FOOTING SCHEDULE 10 1 / 2 " 1' - 1 1 / 2 " 2' - 0 " SE E S C H E D EQUAL FOR SIZE & REINFORCING SEE PEDESTAL SCHEDULE EQUAL TIE BEAM. SEE 10/S2.01 15 MIL STEGO VAPOR BARRIER COL BY PEMB WWF BY PEMB TYPE 1 FLOOR SLAB TYPE 2 FLOOR SLAB FFE 100' -0" 1 2 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC #4 CONT SEE CIVIL #4 @ 12" OC CENTERED ALONG WALL (3) #4 CONT STD HOOK 3' -1" (3) #4 CONT BARS TOP & BOTTOM #4 BARS @ 12" OC TOP & BOTTOM ½" EXPANSION JOINT MATERIAL STOP @ TOP OF DOWEL 3' - 0 " 1' - 0 " 8"8"8" 2' - 0" OVERHEAD DOOR #4 BENT DOWELS @ 16" OC THRU DOORWAY (24" x 24") 1' - 6" 1/ 2 " 8" 6" 1 1 / 2 " WWF WATERPROOFING, SEE ARCH FOR DETAILS 1 FFE 100' -0" 1112 VA R I E S , S E E S 2 . 0 5 6" 2' - 6 " 1' - 0 " #4 @ 12" OC, CENTERED ALONG WALL #4 CONT, SPACED AT 12" OC MAXSTD HOOK VA R I E S SEE 1/S2.02 FOR REINF 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC TROWEL FINISH TOP OF WALL WWF SEE CIVIL ½" EXPANSION JOINT MATERIAL WATERPROOFING, SEE ARCH FOR DETAILS 1' - 0" CL R2" 11"8"11" 2' - 6" CL R2" CL R2" CLR3" CLR 3" NOTE: BACKFILL AND PLACE INTERIOR SLAB ON GRADE PRIOR TO BACKFILLING EXTERIOR SIDE OF STEM WALL FFE 100' -0" 1112 #4 @ 12" OC, CENTERED ALONG WALL #4 CONT, SPACED AT 12" OC MAXSTD HOOK VA R I E S SEE 1/S2.02 FOR REINF CL R2" 8"8"8" 2' - 0" 1' - 0 " 2' - 6 " 6" VA R I E S , S E E S 2 . 0 5 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC TROWEL FINISH TOP OF WALL WWF SEE CIVIL ½" EXPANSION JOINT MATERIAL WATERPROOFING, SEE ARCH FOR DETAILS CL R2" CLR2" CL R3" CLR 3" 1' - 0" NOTE: BACKFILL AND PLACE INTERIOR SLAB ON GRADE PRIOR TO BACKFILLING EXTERIOR SIDE OF STEM WALL FFE 100' -0" 12 SEE CIVIL 3' - 6 " FOR REINF SEE PED SCHED T/ CONC GRADE BEAM BEYOND CONT GRADE BEAM REINF THRU PEDESTAL COL BY PEMB 6" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 5 0 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.02 FOUNDATION SECTIONS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"7 SECTION BTN-1 06-16-23 1 3/4" = 1'-0"5 SECTION VAPOR RETARDER OPTIONAL CONTROL JOINT PRE-MANUFACTURED TRENCH DRAIN. VERIFY SIZE w/ PLUMB WWF (8) #4 CONT BARS 8"8" #4 @ 12" OC 24"24" 20" VERIFY DEPTH 8" SLOPE SLOPE FFE 100' -0" PLACE CONTROL JOINT AT SLAB TRANSITION 6" 10 1 / 2 " 15 MIL STEGO VAPOR BARRIER TYPE 2 FLOOR SLAB TYPE 3 FLOOR SLAB NOTE: VERIFY EXACT LOCATION OF DUMPSTER ENCLOSURE w/ ARCH. STEEL TO BE PAINTED/GALVANIZED SEE ARCH FOR FINAL FINISH. 9 S2.03HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F49' - 8"9' - 8" 10 ' - 0 " EQ EQ FOR SIZE & REINF SEE FOOTING SCHED CLR 3" CL R 3" CL R 2" 8" E M B E D SC H E D SE E 2' - 6 " PAVING. SEE CIVIL FOR ELEVATION EQ EQ FOR SIZE & REINF SEE FOOTING SCHED CLR 3" CL R 3" CL R 2" 8" E M B E D EQ EQ FOR SIZE & REINF SEE FOOTING SCHED CLR 3" CL R 3" CL R 2" 8" E M B E D ¼" CAP PL TYP AT ALL POSTS HSS4X4 POST (TYP) C6X10.5 TYP AT REAR & EA SIDE OF ENCLOSURE SEE ARCH FOR WOOD FENCE & GATE DETAILS TYP3/16 3/16 SEE ARCH FOR WOOD FENCE & GATE DETAILS 1 1/2"7"1 1/2" 1 1 / 2 " 7" 1 1 / 2 " 10" 5" 5" 5"5" 10 " BASE PL ½"x10"x0'-10" w/ (4) ¾"Ø ANCHOR BOLTS w/ 8" EMBED 1½" NON-SHRINK GROUT TYP @ DUMPSTER ENCLOSURE NOTE: COAT EXTERIOR EXPOSED STEEL BELOW GRADE w/ BITUMASTIC PAINT TO PROTECT FROM MOISTURE SC H E D SE E 2' - 6 " SE E S C H E D 2' - 6 " VE R I F Y w / A R C H 5' - 1 1 " 3' - 5 " 2' - 6 " FFE 100' -0" 1 2 3 MIN 1' - 0" ½" EXPANSION JOINT MATERIAL TIE BEAM REINF SEE 10/S2.01 (5) CONT #5 BARS TOP & BOTTOM #6 @ 18" OC TOP & BOTTOM PROVIDE STD HOOKS ON TOP REINFORCING ONLY 7'-6" 180° STD HOOK 90° STD HOOK #5 DOWELS @ 9" OC 1'-6" 1'-6" 1' -3" 2' - 0 " 1' - 6 " 1' - 6"5' - 1 1/2"1' - 9" (3) #6 BARS TOP & BOTTOM (HOOK ENDS) w/ #4 TIES @ 18" OC #5 DOWEL @ 12" OC HOOK TOP & BOTTOM CONT #6 SEE CIVIL ½" EXP JOINT MATERIAL. STOP @ TOP OF DOWEL ¾x4½x4½ PNA DIAMOND DOWELS @ 18" OC (2) #4 CONT(5) #6 CONT 2" 1' - 0" ½ S LO PE 1' - 6" 2 1/2" 1' - 5"1' - 5"1' - 5"8"1' - 4 1/2" 8" 10 1 / 2 " 1' - 1 1 / 2 " FFE 100' -0" #5 BARS @ 12" OC (3) #4 CONT 4" 8"1' - 0 " CL R3" 600S162-43 STUDS @ 16" OC 2' - 0" CL WALL 1' - 0"1' - 0" FFE 100' -0" A SEE CIVIL ½" EXPANSION JOINT MATERIAL #4 DOWELS @ 18" OC FOR SIZE & REINFORCING SEE FOOTING SCHEDULE SEE 2/S2.02 FOR REINF 7" 1'-6" CONT #4 BAR WWF VAPOR RETARDER ¼x4½x4½ PNA DIMAOND DOWELS @ 18" OC WATERPROOFING, SEE ARCH FOR DETAILS 2' - 3"8" 4 1/2"8 1/2" 6" 6" FFE 100' -0" C #4 DOWELS @ 18" OC 7" 1'-6" WWF VAPOR RETARDER CONTROL JOINT CONT #4 BAR 4 1/2"1/2" 6" FFE 100' -0" 1112 6" 2' - 6 " 3' - 0 " SE E S C H E D EQUAL FOR SIZE & REINFORCING SEE PEDESTAL SCHEDULE EQUAL FOR SIZE & REINFORCING SEE FOOTING SCHEDULE CL R3" CLR2" 3" SEE CIVIL ½" EXPANSION JOINT MATERIAL COL BY PEMB WWF 15 MIL STEGO VAPOR BARRIER PER PEMB 1' - 0" VA R I E S , S E E S 2 . 0 5 6" WHERE STEM WALL PRESENT, EXTEND PEDESTAL VERT REINF TO WITHIN 2" FROM T/ STEM WALL CL R2" CONC STEM WALL BEYOND OPTIONAL CONSTRUCTION JOINT, PROVIDE WATERSTOP RX WATERPROOFING, SEE ARCH FOR DETAILS NOTE: BACKFILL AND PLACE INTERIOR SLAB ON GRADE PRIOR TO BACKFILLING EXTERIOR SIDE OF STEM WALL Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 5 2 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.03 FOUNDATION SECTIONS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"7 SECTION 3/8" = 1'-0"8 DUMPSTER ENCLOSURE PLAN 1/2" = 1'-0"9 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"1 SECTION BTN-1 06-16-23 1 A 11 12 EQ EQ EQ 2' - 0"EQ EQ 2' - 0 " EQ 8" 8" 8" 2' - 0 " E/ STRIP FOOTING E/ STRIP FOOTING E/ PAD FOOTING 8" STEM WALL T/ CONC PEDESTAL = 99.00' 6" STEM WALL T/ CONC STEM WALL = 100.00' 6" 6" 2' - 0" 8"8"8" A 4 E/ STRIP FOOTING E/ PAD FOOTING T/ CONC PEDESTAL = 99.00' 8" CONC STEM WALL 6" CONC STEM WALL T/ CONC STEM WALL = 100.00' EQ SCHED SE E P E D E S T A L EQ EQ 2' - 0"EQ 6" C 11 12 8" 8" 8" EQ 1' - 0 " 1' - 0 " EQ E/ STRIP FOOTING E/ PAD FOOTING 8" STEM WALLT/ CONC STEM WALL = 100.00' T/ CONC PEDESTAL = 100.00' TYPE 2 SLAB CONTROL JOINT TYPE 1 SLAB T/ CONC STEM WALL = 100.00' T/ CONC STEM WALL = 99.50' EQ 2' - 0"EQ 8" 8" 8" 1 C 10 EQ 3' - 6"EQ EQ 2' - 0 " EQ EQ EQ E/ PAD FOOTING E/ TIE BEAM CONTROL JOINT T/ CONC PEDESTAL = 100.00' TYPE 2 SLABTYPE 1 SLAB (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT THICKENED SLAB C 9 2' - 6 " 1' - 0 " EQ 3' - 6 " EQ EQ 3' - 6"EQ E/ PAD FOOTING E/ TIE BEAM CONTROL JOINT T/ CONC PEDESTAL = 100.00' TYPE 2 SLABTYPE 1 SLAB (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT NOTE:THIS PLAN TYP @ C/9 AND C/6. OPP HAND @ C/7 AND C/4 (4) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT 1 C 5 EQ 3' - 6"EQ EQ 6' - 0 " EQ E/ PAD FOOTING E/ TIE BEAM T/ CONC PEDESTAL = 100.00' CONTROL JOINT TYPE 2 SLABTYPE 1 SLAB (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT 2' - 0 " CONCRETE CURB T/ CONC CURB = 100.50' EQ EQ (4) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT H 11 12 EQ SCHED SEE PED EQ EQ SE E P E D S C H E D EQ EQ 8" EQ EQ 8" EQ E/ STRIP FOOTING 8" CONC STEM WALL E/ PAD FOOTING T/ CONC PEDESTAL = 100.00' T/ CONC STEM WALL EL = VARIES, SEE S2.05 1' - 0 " 6" CONC STEM WALL NOTE: THIS DETAIL SIM BETWEEN E/11 THRU K/11. SEE S2.05 FOR T/ STEM WALL ELEVATIONS 1 1 1 M 11 12 EQ 2' - 0"EQ EQ 1' - 0 " 1' - 0 " EQ 11"8"11" 11 " 8" 11 " 2' - 6 " E/ STRIP FOOTING E/ PAD FOOTING T/ CONC PEDESTAL = 100.00' T/ CONC STEM WALL = 102.50' 8" CONC STEM WALL 6" 6" CONC STEM WALL 2' - 6" 6" 1 M 5 E/ TIE BEAM EQ 3' - 6"EQ EQ 2' - 0 " EQ EQ EQ E/ PAD FOOTING E/ STRIP FOOTING EQ 8"EQ T/ CONC PEDESTAL = 100.00' 8" CONC STEM WALL T/ CONC STEM WALL = 101.00' (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT NOTE:THIS PLAN SIM @ M/4 THRU M/10. SEE S2.05 FOR T/ STEM WALL ELEV. T/ CONC STEM WALL = 100.50' 6" CONC STEM WALL C 1 2 3 EQ 5' - 0"EQ 2' - 6 " 1' - 6 " 6' - 6 " 3' - 6 " 2' - 3"7' - 3" E/ PAD FOOTING E/ TIE BEAM CONTROL JOINT T/ CONC PEDESTAL = 100.00' T/ CONC PEDESTAL = 100.00' 8" CONC STEM WALL T/ CONC STEM WALL = 100.00' T/ CONC STEM WALL = 99.50' SEE 1/S2.02 1 M 1 2 3 2' - 6 " 1' - 6 " 6' - 6 " 3' - 6 " EQ 5' - 0"EQ E/ PAD FOOTING E/ TIE BEAM E/ CONT FOOTING 7' - 3"2' - 3" T/ CONC STEM WALL = 99.50' SEE 1/S2.02 T/ CONC STEM WALL = 100.00' 8" CONC STEM WALL T/ CONC PEDESTAL = 100.00' T/ CONC PEDESTAL = 100.00' 8"8"8" 1 4' - 8" 1 1 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 5 4 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.04 ENLARGED FOUNDATION DETAILS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1/2" = 1'-0"1 ENLARGED PLAN 1/2" = 1'-0"3 ENLARGED PLAN 1/2" = 1'-0"4 ENLARGED PLAN 1/2" = 1'-0"5 ENLARGED PLAN 1/2" = 1'-0"6 ENLARGED PLAN 1/2" = 1'-0"7 ENLARGED PLAN 1/2" = 1'-0"8 ENLARGED PLAN 1/2" = 1'-0"9 ENLARGED PLAN 1/2" = 1'-0"10 ENLARGED PLAN 1/2" = 1'-0"11 ENLARGED PLAN 1/2" = 1'-0"12 ENLARGED PLAN BTN-1 06-16-23 1 1 FFE 100' -0" EFGHIJKLM 1 S2.03 11' - 9 1/2"4' - 0"19' - 1 1/2"13' - 11 1/4"9' - 2 1/4"23' - 1 1/2"12' - 8 1/4"10' - 5 1/4"23' - 1 1/2"11' - 5 1/4"11' - 8 1/4"23' - 1 1/2"5' - 0" 15' - 9 1/2"33' - 0 3/4"45' - 0"45' - 0"39' - 9 3/4" T/ STEM WALL = 102' - 6" T/ STEM WALL = 102' - 0"T/ STEM WALL = 101' - 6" T/ STEM WALL = 101' - 0" T/ STEM WALL = 100' - 6" 6" STEMWALL AT PEDESTALS, 8" ELSEWHERE U.N.O. 6" STEMWALL AT PEDESTALS, 8" ELSEWHERE U.N.O. 6" STEMWALL AT PEDESTALS, 8" ELSEWHERE U.N.O. 6" STEMWALL AT PEDESTALS, 8" ELSEWHERE U.N.O. 8 S2.02 7 S2.02 FFE 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 1' - 6"6' - 6"12' - 1 1/4"1' - 11 3/4"13' - 0 1/4"7' - 6 3/4"20' - 7"17' - 0"9' - 10 3/8"5' - 0 7/8"7' - 11 3/4"22' - 11"4' - 0 1/4"18' - 10 3/4"1' - 0" 15' - 0"55' - 0"40' - 0"19' - 10 3/4" T/ STEM WALL = 102' - 6" T/ STEM WALL = 101' - 6" T/ STEM WALL = 101' - 0" T/ STEM WALL = 100' - 6" 6" STEM WALL AT PEDESTALS, 8" ELSEWHERE U.N.O. 6" STEM WALL AT PEDESTALS, 8" ELSEWHERE U.N.O. 6" STEM WALL AT PEDESTALS, 8" ELSEWHERE U.N.O. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR1/ 1 9 / 2 0 2 3 3 : 1 0 : 5 1 P M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.05 STEM WALL ELEVATION VIEWS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 3/16" = 1'-0"1 STEM WALL ELEVATION VIEW - EAST WALL 3/16" = 1'-0"2 STEM WALL ELEVATION VIEW - SOUTH WALL A A B B C C 11 22 3 4 4 5 5 66 7 7 8 8 9 9 10 10 1111 1212 15' - 0"15' - 0"1' - 6 " 20 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 14 ' - 1 1 1 / 4 " 7' - 1 1 3 / 4 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 14 ' - 1 1 1 / 4 " 7' - 1 1 3 / 4 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " 15 0 ' - 0 " 15' - 0"15' - 0" 30' - 0" 10000S162-54 16 GA STUDS (TYP) @ 24" OC 1000S162-54 16 GA JOISTS 10000S162-54 16 GA STUDS (TYP) FURNACE. SEE MECH FOR EXACT SIZE & LOC JOIST BRIDGING (TYP) SEE 1/S4.01 5 S4.01 4 S4.01 6 S4.01 7 S4.01 FURNACE. SEE MECH FOR EXACT SIZE & LOC FURNACE. SEE MECH FOR EXACT SIZE & LOC MEZZANINE FRAMING BY PEMB. SEE NOTES FOR CONC 1 S2.05 TYP. FLOOR SLAB CONSTRUCTION: EL. 112.00' (+12'-0" AFF) 1. FLOOR SLAB: 4" NORMAL WT. CONCRETE MEASURED FROM BOTTOM OF DECK. REINF. w/ 6x6-D4xD4 WWF. 2. FLOOR DECK: PER PEMB 3. T.O.S. REFERENCE ELEVATION AT 4" BELOW FINISH FLOOR EXCEPT WHERE NOTED DIFFERENTLY ON SECTIONS. 4. VERIFY SIZE & LOCATION OF MECHANICAL OPENINGS THRU FLOOR SLAB WITH MECHANICAL OPENINGS. 5. STEEL POUR STOPS AT ALL SLAB EDGES AND INTERIOR SLAB OPENINGS BY PEMB. 6. SEE S0.01 FOR ADDITIONAL GENERAL NOTES. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR1/ 1 9 / 2 0 2 3 3 : 1 0 : 5 2 P M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S3.01 2ND LEVEL MEZZANINE FRAMING PLAN 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1/8" = 1'-0"1 MEZZANINE LEVEL OPEN TO BELOW 2-#10 x 3/8 PANHEAD @ EA FLANGE 2"x20 GA TENSIONED FLAT STRAP W/ 1#8 SCREW TO CONNECT FLAT STRAP TO BOTTOM OF EA JOIST SOLID BLOCKING FIT BETWEEN LAST 2 SPACES, REPEAT IN ONE SPACE 10'-0" OC JOIST SPAN UP TO 14' 14' -20' 20' -25' BRIDGING ONE ROW @ MID-SPAN TWO ROWS @ THIRD POINTS THREE ROWS @ QUARTER POINTS BRACING TABLE 1 -#10 -16 SCREW @ EA. SIDE @ EA. CLIP 1½" x 16GA. COLD- ROLLED CHANNEL @ 5'-0" OC MAX VERT SPACING COLD ROLLED CHANNEL OPTION 6" M AX . ST U D D EPT H 1½" x 16GA. x 1'-0" LONG COLD-ROLLED CHANNEL @ SPLICE LOCATIONS W/ 6-#10 -16 SCREWS (3 @ EA. END) L1¼ x 1¼ x 16GA. x ½" SHORTER THAN STUD WIDTH @ EA END JAMB, CORNER STUD OR COL. ALL BRIDGING SHALL TERMINATE AT FACE. BRIDGING SHALL NOT HANG LOOSE. METAL STUDS STRAP & BLOCK OPTION ATTACH STRAPPING TO BLOCKING W/ 4 -#10 -16 EA. FACE CONTINUOUS 1½" x 18GA. FLAT STRAPPING ATTACHED TO BOTH FLANGES 1 -#10 -16 SCREW @ EA. STUD SOLID BLOCKING @ 10'-0"OC AND @ WALL OPENINGS OR CORNERS METAL STUDS NOTE: STRAP & BLOCK BRIDGING MAY BE USED WITH ALL STUD DEPTHS. CURVED OR STRAIGHT WALLS. 8 MEZZANINE LEVEL 112' -0" 16 GA RIM TRACK PROVIDE WEB STIFFENERS @ EA END LIGHT GAUGE JOIST SEE PLAN FOR SIZE POUR STOP PER PEMB 4" (VERIFY w/ PEMB) EOD (2) .145 PAF @ EA CEILING JOIST METAL PANEL PER PEMB STEEL BEAM PER PEMB LIGHT GA PARTITION STUDS SEE ARCH MEZZANINE LEVEL 112' -0" 600S162-43 STUDS @ 16" OC 16 GA TRACK CEILING JOISTS. SEE PLAN FOR SIZE. (4) #10 TEK SCREWS THROUGH BOTH WEBS MIN 6"CELING JOIST BEYOND (2) #10 TEK SCREW AT EACH FLANGE 1112 MEZZANINE LEVEL 112' -0" 362S162-43 STUDS @ 16" OC 16 GA RIM TRACK 1' - 0" CEILING JOIST. SEE PLAN FOR SIZE 3⅝" WEB STIFFENER ATTACHED TO JOIST WEB w/ (3) #10 SCREWS 16 GA TRACK MEZZANINE LEVEL 112' -0" CEILING JOISTS. SEE PLAN FOR SIZE 1000S162-54 SOLID BLOCKING 16 GA RIGID CLIP. ATTACHED w/ (3) #10 SCREWS TO JOISTS & (3) #10 SCREWS TO BLOCKING Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR1/ 1 9 / 2 0 2 3 3 : 1 0 : 5 4 P M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S4.01 TYP FRAMING DETAILS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 NOT TO SCALE1TYP FLOOR JOIST BRIDGING NOT TO SCALE2TYP STUD WALL BRIDGING 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"7 SECTION GENERAL LEGENDHVAC LEGEND P/T PRESSURE GAUGE WITH COCK THERMOMETER PRESSURE RELIEF VALVE TEE OFF TOP OF PIPE TEE OFF BOTTOM OF PIPE PRESSURE/TEMPERATURE TEST PLUG PIPE ELBOW UP PIPE ELBOW DOWN AIRFLOW - RETURN/EXHAUST AIRFLOW - SUPPLY MVD RETURN OR EXHAUST REGISTER OR GRILLE STANDARD RADIUS ELBOW FLEXIBLE DUCTWORK 45° TAKEOFF DUCT ELBOW WITH TURNING VANES RETURN/EXHAUST DUCT UP/ SUPPLY DUCT UP/SUPPLY DUCT DOWN MANUAL VOLUME DAMPER CONICAL SPIN-IN FITTING CONICAL SPIN-IN FITTING OFFSET DUCT UP / DOWN SQUARE TO ROUND TRANSITION DN UP BV CV AUTOMATIC AIR VENT MANUAL AIR VENT BALL VALVE BALANCING VALVE CONCENTRIC PIPE REDUCER ECCENTRIC PIPE REDUCER STRAINER WITH BLOWDOWN VALVE CHECK VALVE PIPE UNION STRAINER DIRECTION OF FLOW IN PIPE CONTROL WIRING F.P.C. A.F.F. N.I.C. M.C. E.C. ABBV. G.C. SYMBOL ELECTRICAL CONTRACTOR ABOVE FINISHED FLOOR MECHANICAL CONTRACTOR FIRE PROTECTION CONTRACTOR NOT IN CONTRACT GENERAL CONTRACTOR TCV MCD THERMOSTAT MOTORIZED CONTROL DAMPER (2 OR 3-WAY) TEMPERATURE CONTROL VALVE DESCRIPTIONABBV. SYMBOL DESCRIPTION GAUGE PIPE CAP ROUND DUCT UP / DOWN SMS SNOW MELT SUPPLYSMS SMR SNOW MELT RETURNSMR CEILING DIFFUSER B.F.F.BELOW FINISHED FLOOR CD RG/EG RETURN GRILLE WITH SOUND BOOT RL RS REFRIGERANT SUCTION REFRIGERANT LIQUIDRL RS T M WALL SWITCH$ RA EA OA SA RETURN AIR EXHAUST AIR OUTSIDE AIR SUPPLY AIR EWH P GRH ELECTRIC WALL HEATER GAS RADIANT HEATER PUMP CU B BOILER CONDENSING UNIT AS ET AIR SEPARATOR EXPANSION TANK FURNACEF EF EXHAUST FAN CD CEILING DIFFUSER RG RETURN GRILLE CF CEILING FAN WITH MANUAL VOLUME DAMPER WITHOUT MANUAL VOLUME DAMPER RETURN/EXHAUST DUCT DOWN IN DIRECTION OF ARROW (FOUR WAY THROW PATTERN) CEILING DIFFUSEREQUALSCD (TWO WAY THROW PATTERN AS INDICATED) 1. THE MECHANICAL CONTRACTOR SHALL INSPECT SITE TO BECOME FAMILIAR WITH THE SCOPE OF THE WORK. THESE DOCUMENTS DO NOT REFLECT AS-BUILT CONDITIONS. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF THE EXISTING CONDITIONS. 2. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL ABOVE CEILING EQUIPMENT, DUCTWORK AND CEILING MOUNTED AIR DEVICES WITH ARCHITECTURAL, STRUCTURAL AND ELECTRICAL CONDITIONS. APPROXIMATE LOCATIONS OF NEW WORK ARE SHOWN AND SHOULD BE FOLLOWED AS CLOSELY AS CONDITIONS WILL ALLOW. 3. MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COORDINATION OR MODIFICATIONS THAT MAY BE REQUIRED DUE TO THE USE OR INSTALLATION OF EQUIPMENT OTHER THAN THAT OF THE BASIS OF DESIGN MANUFACTURERS LISTED ON THE DRAWINGS. 5. THE MECHANICAL SYSTEM SHOWN SHALL BE ROUTED AS HIGH AS POSSIBLE. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQUIREMENTS WITH ALL TRADES PRIOR TO CONSTRUCTION. 6. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL CEILING AIR DEVICES AND ACCESS PANELS. OBTAIN CLARIFICATION FROM THE ARCHITECT, IF EXACT LOCATIONS ARE NOT SHOWN. 7. REFER TO THE ARCHITECTURAL DRAWINGS FOR ROOFING DETAILS SPECIFIC TO THE PROJECT. 8. THE MECHANICAL CONTRACTOR SHALL COORDINATE THERMOSTAT, SENSOR, AND SWITCH LOCATIONS WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. ALL THERMOSTATS, SENSORS, AND SWITCHES SHALL BE LOCATED 48" A.F.F. UNLESS INDICATED OTHERWISE. 9. BALANCE AIR, HYDRONIC WATER SYSTEM AND DOMESTIC WATER SYSTEM TO THE QUANTITIES SHOWN AND SUBMIT BALANCE REPORT(S) TO THE ARCHITECT/ENGINEER FOR REVIEW. 10. ACCESS DOORS SHALL BE INSTALLED IN ORDER TO PROVIDE ACCESS TO MECHANICAL SYSTEMS LOCATED ABOVE INACCESSIBLE CEILINGS, WHETHER OR NOT SHOWN ON THE DRAWINGS. ACCESS DOORS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. ACCESS DOOR LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. PROVIDE 12"x12" ACCESS DOORS FOR HAND ACCESS AND 24"x24" ACCESS DOORS FOR HEAD AND SHOULDER ACCESS. MECHANICAL GENERAL NOTES 1. DUCTWORK DIMENSIONS LISTED ON THE DRAWINGS ARE CLEAR, INSIDE DIMENSIONS. 2. FLEXIBLE DUCTWORK SHALL BE INSULATED AND SHALL BE THE SAME SIZE AS THE NECK OF THE AIR DEVICE. FLEXIBLE DUCTWORK SHALL NOT EXCEED 8'-0" IN LENGTH. PROVIDE WRAPPED RIGID ROUND DUCTWORK FOR TAKEOFFS IN EXCESS OF 8'-0". 3. UNLESS SHOWN OTHERWISE, THE INLET DUCTWORK TO FURNACES SHALL BE THE FULL SIZE OF THE UNIT CONNECTION. 4. PROVIDE DUCT TRANSITIONS FROM EQUIPMENT CONNECTIONS TO DUCT SIZES AS SHOWN. 5. PROVIDE A FLEXIBLE CONNECTION TO THE INTAKE AND DISCHARGE OF ALL MECHANICAL EQUIPMENT HAVING ROTATING PARTS. FLEXIBLE CONNECTION SHALL COMPLY WITH ALL APPLICABLE CODES. 6. ALL DUCTWORK SHALL BE A MINIMUM 26 GAUGE SHEETMETAL, OR AS REQUIRED BY ALL APPLICABLE CODES. ALL DUCTWORK CROSSING RATED CORRIDORS SHALL BE A MINIMUM 24 GAUGE SHEETMETAL. MEET OR EXCEED SMACNA STANDARDS. 7. ALL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE SEALED AIRTIGHT WITH DUCT SEALANT (SMACNA SEAL CLASS "A") ALONG ALL SEAMS AND JOINTS. 8. ALL RECTANGULAR SUPPLY, RETURN AND TRANSFER DUCTWORK SHALL BE SHEETMETAL WITH DUCT LINER. REFER TO SPECIFICATION 233000 FOR REQUIREMENTS. 9. ALL EXHAUST DUCTWORK SHALL BE UNLINED SHEETMETAL, UNLESS NOTED OTHERWISE. 10. ALL CONCEALED SPIRAL ROUND DUCTWORK SHALL BE SHEETMETAL WITH EXTERNAL DUCT INSULATION. REFER TO SPECIFICATION 230700 FOR REQUIREMENTS. 11. MAINTAIN A MINIMUM 10'-0" SEPARATION FROM OUTSIDE AIR INTAKES TO EXHAUST TERMINATIONS AND FLUE OUTLETS. 12. MAINTAIN A MINIMUM OF 15'-0" FROM OUTSIDE AIR INTAKES TO PLUMBING VENTS. 13. MAINTAIN A MINIMUM 3'-0" SEPARATION FROM EXHAUST TERMINATIONS TO OPERABLE WINDOWS AND DOORS. 14. COORDINATE WALL CAP AND AIR DEVICE PLACEMENT WITH BRICK OR BLOCK COURSING WHERE APPLICABLE. 15. SPIN-IN FITTINGS SERVING GRILLES AND DIFFUSERS SHALL BE CONICAL WITH MANUAL VOLUME DAMPERS, UNLESS THE AIR DEVICE IS PROVIDED WITH AN OPPOSED BLADE DAMPER. 16. RECTANGULAR BRANCH DUCT TAKEOFFS SHALL HAVE 45° TAKEOFFS AND ROUND DUCT TAKEOFFS SHALL BE CONICAL. 17. ALL ELBOWS, BOTH HORIZONTAL AND VERTICAL, SHALL BE LONG RADIUS ELBOWS WHEREVER POSSIBLE OR SHALL HAVE TURNING VANES UNLESS SHOWN OTHERWISE. 18. 12"x12" ACCESS DOORS SHALL BE PROVIDED FOR ALL MANUAL VOLUME DAMPERS LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 19. 24"x24" ACCESS DOORS SHALL BE PROVIDED FOR ALL EQUIPMENT LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 20. ALL JOB SITE DUCTWORK PRIOR TO INSTALLATION SHALL BE COVERED AND PROTECTED FROM DIRT, DUST, AND DAMAGE PER SMACNA STANDARDS. 21. ALL ROOF MOUNTED EQUIPMENT SHALL BE LOCATED AT LEAST 10'-0" FROM THE EDGE OF THE ROOF. THE GENERAL AND MECHANICAL CONTRACTOR SHALL VERIFY AND CONFIRM THE ACTUAL INSTALLED LOCATIONS OF ALL ROOF MOUNTED EQUIPMENT. IF THIS EQUIPMENT IS INSTALLED WITHIN 10'-0" OF THE ROOF EDGE, THE GENERAL CONTRACTOR SHALL INSTALL AN OSHA APPROVED GUARD RAIL. 22. FLUES FOR BOILERS, WATER HEATER, FURNACES AND RADIANT HEATERS SHALL BE ENGINEERED BY THE FLUE MANUFACTURER, BASED ON ACTUAL EQUIPMENT, AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. MECHANICAL HVAC NOTES 1. HEATING WATER PIPING AND INSULATION: REFER TO SPECIFICATION SECTIONS 23 2000 AND 23 0700 RESPECTIVELY FOR PIPING AND INSULATION REQUIREMENTS. 2. REFRIGERANT PIPING AND INSULATION: REFER TO SPECIFICATION SECTIONS 23 2000 AND 23 0700 RESPECTIVELY FOR PIPING AND INSULATION REQUIREMENTS. 3. THE AIR-COOLED CONDENSING UNIT SUPPLIER SHALL SUBMIT A MANUFACTURER APPROVED REFRIGERANT PIPING DIAGRAM SPECIFIC TO THIS PROJECT. CLEARLY IDENTIFY PIPING LENGTHS, DROPS, RISES, SIZES, VALVES, AND SPECIALTIES. 4. INSTALL ALL VALVES ABOVE ACCESSIBLE CEILINGS. PROVIDE 12"x12" ACCESS DOORS FOR ALL VALVES ABOVE GYPSUM CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY THE ARCHITECT DURING COORDINATED SHOP DRAWING REVIEW. 5. PROVIDE PIPING SLEEVES AT ALL WALL PENETRATIONS. REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. MECHANICAL PIPING NOTES 1. FURNISH ALL LABOR, MATERIALS TRANSPORTATION, EQUIPMENT, AND SERVICES TO INSTALL A HYDRONIC RADIANT HEAT SYSTEM WHERE INDICATED ON THE DRAWINGS. 2. SHOP DRAWINGS, OR DESCRIPTIONS OF MATERIALS, AND DETAILS OF INSTALLATION SHALL BE SUBMITTED FOR APPROVAL. NO FABRICATION SHALL BE PERFORMED UNTIL APPROVAL IS OBTAINED. 3. TUBE SHALL CARRY A 25-YEAR NON-PRORATED WARRANTY AGAINST FAILURE DUE TO DEFECT IN MATERIAL AND/OR WORKMANSHIP. 4. TUBE SHALL BE CROSS-LINKED POLYETHYLENE WITH AN OXYGEN DIFFUSION BARRIER, RATED AT 180°F MAXIMUM WORKING TEMPERATURE, AND 100 PSI WORKING PRESSURE. THE TUBE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM STANDARD SPECIFICATION F 876. 5. TUBING LAYOUT SHALL BE BY THE TUBING MANUFACTURER'S APPROVED REPRESENTATIVE. TUBING MANUFACTURER'S REPRESENTATIVE SHALL PROVIDE A WRITTEN STATEMENT THAT THE TUBING LAYOUT WILL OPERATE CORRECTLY WITH THE SPECIFIED PUMP AND CONTROL SYSTEM. IF THE TUBING LAYOUT DOES NOT WORK WITH THE SPECIFIED PUMP, THE MANUFACTURER'S REPRESENTATIVE SHALL SELECT AND SUBMIT ON THE CORRECT PUMP. SUBMIT TUBE FLOW AND PRESSURE DROP DATA FOR EACH ZONE FOR REVIEW. 6. THE MINIMUM BEND RADIUS FOR COLD BENDING OF THE TUBE SHALL NOT BE LESS THAN SIX TIMES THE OUTSIDE DIAMETER. BENDS WITH A RADIUS LESS THAN STATED SHALL REQUIRE THE USE OF A BEND SUPPORT AS SUPPLIED BY THE TUBE MANUFACTURER. 7. MANIFOLDS: MANIFOLDS SHALL BE COPPER. MANIFOLDS SHALL HAVE INTEGRAL CIRCUIT BALANCING VALVES. MANIFOLDS SHALL BE ABLE TO VENT AIR AND DRAIN WATER FROM THE SYSTEM. MANIFOLDS SHALL BE PROVIDED WITH SUPPORT BRACKETS AND TUBE BEND SUPPORT. MANIFOLDS SHALL BE ISOLATED FROM SUPPLY AND RETURN TUBING WITH VALVES THAT ARE SUITABLE FOR ISOLATION AND BALANCING. 8. FITTINGS SHALL BE MANUFACTURED OF STAINLESS STEEL. THESE FITTINGS MUST BE SUPPLIED BY THE TUBE MANUFACTURER. THE FITTINGS SHALL CONSIST OF A BARBED INSERT, A COMPRESSION RING, AND A COMPRESSION NUT. 9. INSTALL MANIFOLDS IN UPONOR WALL CABINETS. COORDINATE WALL CABINET LOCATIONS, SIZES AND FRAMING REQUIREMENTS WITH THE GENERAL CONTRACTOR. 10. UNLESS NOTED OTHERWISE, MOUNT WALL CABINETS FOR RADIANT HEAT MANIFOLDS WITH THE BOTTOM AT 18" A.F.F. 11. ACCEPTABLE SNOWMELT MANIFOLD AND TUBING MANUFACTURERS: UPONOR OR PRIOR APPROVED EQUAL. 12. PROVIDE CONTROLS AS REQUIRED TO CONTROL THE RADIANT HEAT SYSTEMS (BOILERS, PUMP, ZONE CONTROL VALVES, THERMOSTATS, SENSORS, ETC.). REFER TO DRAWINGS AND SPECIFICATIONS FOR CONTROLS SEQUENCES AND CONTROLLER REQUIREMENTS. SUBMIT ALL FINAL CONTROL SEQUENCES AND EQUIPMENT FOR APPROVAL. RADIANT HEAT (SNOWMELT) GENERAL NOTES 1. SYSTEM COMMISSIONING. PRIOR TO FINAL MECHANICAL AND PLUMBING INSPECTIONS, THE PROJECT COMMISSIONING AUTHORITY (CxA) SHALL PROVIDE EVIDENCE OF MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION IN ACCORDANCE WITH THIS SECTION. COPIES OF ALL DOCUMENTATION SHALL BE MADE AVAILABLE TO THE CODE OFFICIAL UPON REQUEST. A. NOTE THAT THE MECHANICAL ENGINEER OR MEMBERS OF THE DESIGN TEAM, ARE NOT THE ACTING CxA. THE CxA SHALL BE HIRED DIRECTLY BY THE OWNER. B. THE MECHANICAL CONTRACTOR(S) SHALL INCLUDE IN THEIR BID TIME NECESSARY FOR PARTICIPATION WITH THE CxA AS NEEDED FOR COMPLETION OF THE COMMISSIONING DOCUMENTATION. 2.THE FOLLOWING COMMISSIONING ACTIVITIES SHALL BE COMPLETED: A. COMMISSIONING PLAN. A COMMISSIONING PLAN SHALL BE DEVELOPED BY THE CxA AND SHALL INCLUDE THE FOLLOWING ITEMS: 1. A NARRATIVE DESCRIPTION OF THE ACTIVITIES THAT WILL BE ACCOMPLISHED DURING EACH PHASE OF COMMISSIONING, INCLUDING PERSONNEL INTENDED TO ACCOMPLISH EACH OF THE ACTIVITIES. 2. A LISTING OF SPECIFIC EQUIPMENT OR SYSTEMS TO BE TESTED AND A DESCRIPTION OF THE TESTS TO BE PERFORMED. 3. FUNCTIONS TO BE TESTED INCLUDING, BUT NOT LIMITED TO, CALIBRATIONS. 4. CONDITIONS UNDER WHICH THE TEST WILL BE PERFORMED. TESTING SHALL AFFIRM WINTER AND SUMMER DESIGN CONDITIONS AND FULL OUTSIDE AIR CONDITIONS. 5. MEASURABLE CRITERIA FOR PERFORMANCE. B. SYSTEMS ADJUSTING AND BALANCING. HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. REFER TO TEST AND BALANCING SPECIFICATION FOR ADDITIONAL PARAMETERS. C. FUNCTIONAL PERFORMANCE TESTING. 1. EQUIPMENT. EQUIPMENT FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE THE INSTALLATION AND OPERATION OF COMPONENTS, SYSTEMS, AND SYSTEM-TO- SYSTEM INTERFACING RELATIONSHIPS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS SUCH THAT OPERATION, FUNCTION, AND MAINTENANCE SERVICEABILITY FOR EACH OF THE COMMISSIONED SYSTEMS IS CONFIRMED. TESTING SHALL INCLUDE ALL MODES AND SEQUENCE OF OPERATION, INCLUDING UNDER FULL- LOAD, PART-LOAD, AND THE FOLLOWING EMERGENCY CONDITIONS AS APPLIES: A. ALL MODES DESCRIBED IN THE SEQUENCE OF OPERATION. B. REDUNDANT OR AUTOMATIC BACK-UP MODE. C. PERFORMANCE OF ALARMS. D. MODE OF OPERATION UPON A LOSS OF POWER AND RESTORATION OF POWER. 2. CONTROLS. HVAC AND SERVICE WATER HEATING CONTROL SYSTEMS SHALL BE TESTED TO DOCUMENT THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT, AND SYSTEMS ARE CALIBRATED AND ADJUSTED AND OPERATE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO DOCUMENT THEY OPERATE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 3. PRELIMINARY COMMISSIONING REPORT. A PRELIMINARY REPORT OF COMMISSIONING TEST PROCEDURES AND RESULTS SHALL BE COMPLETED AND CERTIFIED BY THE CxA. THE REPORT SHALL BE ORGANIZED WITH MECHANICAL AND SERVICE HOT WATER FINDINGS IN SEPARATE SECTIONS TO ALLOW INDEPENDENT REVIEW. THE REPORT SHALL BE IDENTIFIED AS 'PRELIMINARY COMMISSIONING REPORT' AND SHALL IDENTIFY: A. ITEMIZATION OF DEFICIENCIES FOUND DURING TESTING REQUIRED BY THIS SECTION THAT HAVE NOT BEEN CORRECTED AT THE TIME OF REPORT PREPARATION. B. DEFERRED TESTS THAT CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION BECAUSE OF CLIMATIC CONDITIONS. C. CLIMATIC CONDITIONS REQUIRED FOR PERFORMANCE TESTS. D. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. E. FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE COMMISSIONING PROCESS, INCLUDING MEASURABLE CRITERIA FOR TEST ACCEPTANCE. D. ACCEPTANCE REPORT. BUILDINGS SHALL NOT BE CONSIDERED AS ACCEPTABLE FOR A FINAL INSPECTION UNTIL THE CODE OFFICIAL HAS RECEIVED THE PRELIMINARY COMMISSIONING REPORT FROM THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT. 1. THE CODE OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A COPY OF THE PRELIMINARY COMMISSIONING REPORT BE MADE AVAILABLE FOR REVIEW BY THE CODE OFFICIAL. E. DOCUMENTATION REQUIREMENTS. THE DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. 1. SYSTEM BALANCING REPORT. 2. FINAL COMMISSIONING REPORT. A REPORT OF TEST PROCEDURES AND RESULTS IDENTIFIED AS 'FINAL COMMISSIONING REPORT' SHALL BE DELIVERED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT. THE REPORT SHALL BE ORGANIZED WITH MECHANICAL SYSTEM AND SERVICE HOT WATER SYSTEM FINDINGS IN SEPARATE SECTIONS TO ALLOW INDEPENDENT REVIEW. THE REPORT SHALL INCLUDE THE FOLLOWING: A. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. B. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF CORRECTIVE MEASURES USED OR PROPOSED. C. FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE COMMISSIONING PROCESS INCLUDING MEASURABLE CRITERIA FOR TEST ACCEPTANCE, WITH THE EXCEPTION OF TESTS THAT CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION DUE TO CLIMATIC CONDITIONS. MECHANICAL COMMISSIONING NOTES The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 0 / 2 0 2 3 8 : 3 4 : 0 7 A M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M0.00 Mechanical Cover Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG SHEET INDEX SHEET NUMBER MECHANICAL SHEET TITLE SHEET SCALE SHEET ISSUED M0.00 Mechanical Cover Sheet NONE X M2.00 First Floor HVAC Plan 1/8" = 1'-0" X M2.01 Mezzanine HVAC Plan & Sections 1/8" = 1'-0" X M5.00 HVAC Schedules NONE X M5.01 HVAC Schedules NONE X M6.00 HVAC Details & Piping Schematic NONE X M7.00 HVAC Outside Air Calcs & Sequence NONE X 1/20/2023 Global 7500 HB HB HB CA CA CA FIRST FLOOR HVAC KEYNOTES: 1 HORIZONTAL FURNACE WITH ASSOCIATED COOLING COIL. SET UNIT ABOVE CEILING. ENSURE SPACE BELOW UNIT IS SUITABLE FOR CONDENSATE DRAIN CONNECTIONS. REFER TO SCHEDULES AND DETAILS. 2 VERTICAL FURNACE WITH ASSOCIATED COOLING COIL. REFER TO SCHEDULES AND DETAILS. 3 INLINE EXHAUST FAN SUPPORTED FROM STRUCTURE. REFER TO SCHEDULES AND DETAILS. 4 OUTSIDE AIR DUCTWORK UP. REFER TO MEZZANINE PLAN. 5 EXHAUST DUCTWORK OF SIZE INDICATED TO SIDEWALL TERMINATION. TERMINATE WITH MANUFACTURER'S APPROVED SIDEWALL CAP. 6 CPVC FLUE/COMBUSTION AIR OF SIZE INDICATED TO SIDEWALL CONCENTRIC VENT. TERMINATE PER MANUFACTURER'S REQUIREMENTS. 7 DUCTLESS FAN COIL MOUNTED ON WALL ABOVE DOOR AS INDICATED. REFER TO SCHEDULE. 8 GRADE MOUNTED CONDENSING UNIT MOUNTED ON 4" CONCRETE HOUSEKEEPING PAD. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MAINTAINING MANUFACTURER'S CLEARANCE REQUIREMENTS. ROUTE MANUFACTURER'S REFRIGERANT LINESETS CONCEALED TO ASSOCIATED FURNACE/FAN COIL UNIT. REFER TO SCHEDULE. 9 ROUTE 4"ø SINGLE WALL GALVANIZED EXHAUST THROUGH WALL. TERMINATE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 10 VENT PIPING EXPOSED WITHIN HANGAR TO BE WRAPPED WITH 1-1/2" THICK FIBERGLASS INSULATION WITH VAPOR JACKET. 11 INSTALL RADIANT HEATER WITH MANUFACTURER'S WIND CLIPS AND PER MANUFACTURER'S WINDY CONDITION INSTALLATION INSTRUCTIONS. REFER TO SECTION ON M2.01 FOR ELEVATIONS. 12 HVLS FAN CONTROLLER. 13 14 ZONE MANIFOLD MOUNTED LOW ON WALL. PROVIDE LOCKABLE SURFACE MOUNTED MANIFOLD CABINET. REFER TO DETAIL. BOILER EMERGENCY POWER OFF SWITCH. 15 APPROXIMATE LOCATION OF SLAB/MOISTURE SENSOR. 16 DIMENSION INDICATED BASED ON APPROXIMATE DISTANCE REQUIRED TO PROVIDE SNOWMELT UNDER THE DOOR TRACK SYSTEM. REFER TO DETAIL. 17 DIMENSION INDICATED BASED ON APPROXIMATE DISTANCE REQUIRED FROM THE EXTERIOR OF THE BUILDING FOR ALL RADIANT LOOPS TO ROUTE OVER TO LARGER SNOWMELT ZONE 18 GAS MONITORING CONTROL PANEL MOUNTED ON WALL. PROVIDE ARMSTRONG AMC-1AD OR EQUIVALENT. PROVIDE 120V POWER TO PANEL. PANEL SHALL RECEIVE INPUTS FROM CO/NO2 SENSOR AND OVERRIDE ASSOCIATED EXHAUST FAN TO FULL AIRFLOW IN PURGE MODE. 19 ADJUSTABLE SPIN TIMER MOUNTED ON WALL TO CONTROL INDICATED EXHAUST FAN. SPIN TIMER SHALL BE IN PARALLEL WITH GAS DETECTION CONTROL PANEL. 21 PROVIDE NEMA WATERPROOF ENCLOSURE FOR EQUIPMENT INDICATED. 22 TRANSFER AIR OPENING WITH FIRE DAMPER AS INDICATED. INSTALL WITH BOTTOM OF TRANSFER GRILL AT 29'-0" AFF. 20 COMBINATION CO/NO2 GAS SENSOR MOUNT ON WALL AS INDICATED. PROVIDE ARMSTRONG AMC-12222 OR EQUIVALENT. MOUNT SENSORS AT ELEVATION IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE SPECIFIC GAS DETECTION AND APPLICATION. INTERLOCK SENSORS TO GAS DETECTION CONTROL PANEL. 23 CPVC FLUE/COMBUSTION AIR OF SIZE INDICATED UP TO MEZZANINE. REFER TO MEZZANINE FLOOR PLAN FOR CONTINUATION. 24 PROVIDE EXPANSION LOOP IN HYDRONIC PIPING IN APPROXIMATE LOCATION INDICATED. 25 6"ø AL29-4C BOILER FLUE. TERMINATE WITH MANUFACTURER'S APPROVED SIDEWALL TERMINATION CAP AS INDICATED. ENSURE ALL MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS ARE MAINTAINED. 26 6"ø GALVANIZED BOILER COMBUSTION AIR. INSULATE PER THE SPECIFICATIONS AND TERMINATE WITH DOWNWARD GOOSENECK AS INDICATED. 27 SNOWMELT SUPPLY AND RETURN PIPING ROUTED HIGH ACROSS MEZZANINE. REFER TO MEZZANINE FLOOR PLAN FOR CONTINUATION. 28 MANUFACTURER'S APPROVED SIDEWALL TERMINATION CAP. 29 COORDINATE EXACT SNOWMELT EXTENTS WITH ARCHITECTURAL AND CIVIL SITE PLANS AND CONTROL JOINT SPACING. 30 INSTALL RADIANT HEATER WITH MANUFACTURER'S WIND CLIPS AND PER MANUFACTURER'S WINDY CONDITION INSTALLATION INSTRUCTIONS. INSTALL WITH 45° REFLECTOR ANGLE ANGLED INTO GSE SPACE. REFER TO SECTION ON M2.01 FOR ELEVATION. 31 SNOWMELT SUPPLY AND RETURN PIPING RACKED ON WALL AND DOWN FROM MEZZANINE ABOVE. ROUTE INTO MECHANICAL ROOM AND TO ZONE MANIFOLDS AS INDICATED. CONNECT 2" PIPING TO ZM-4 AND 1-1/4" PIPING TO ZM-5 REFER TO DETAIL FOR MANIFOLD CONNECTION. 32 LINE VOLTAGE THERMOSTAT PROVIDED FOR EACH RADIANT HEATER. PROVIDE A THERMOSTAT WITH AN "OFF" POSITION TO ALLOW FOR EACH HEATER TO BE TURNED OFF, TYPICAL. 33 NOT USED. 34 ELECTRIC UNIT HEATER MOUNTED ON WALL FOR SUPPLEMENTAL HEAT AT WATER AND FIRE ENTRY LOCATION. DIRECT UNIT AT WATER AND FIRE ENTRY. LOCATE THE ASSOCIATED WALL MOUNTED THERMOSTAT PAST FURTHEST WATER ENTRY INTO BUILDING. BTN-1 BTN-1 T GRH-2 T GRH-6 TGRH-7 12 CF-1 11GRH-1 11GRH-2 11GRH-3 11GRH-4 GRH-511 GRH-611 GRH-711 GRH-811 9 9 4"ø FLUE 4"ø FLUE 10 10 EWH-1 13EPO F-11 RG-1 8"ø CD-1 175 CFM TYP. (4) 12x12 RA 12x12 SA 12 x 1 2 S A T Hangar 100 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 Boiler 112 EUH-2 T T DFC-17 4"ø FLUE 9 4"ø FLUE10 9 4"ø FLUE10 4"ø FLUE 9 4"ø FLUE10 4"ø FLUE 9 4"ø FLUE 10 4"ø FLUE 9 4"ø FLUE 10 4"ø FLUE 9 4"ø FLUE 10 4"ø FLUE 12CF-2 T GRH-3 1 M2.01 8DCU-1 F-21 RG-1 8"ø CD-1 175 CFM TYP. (4) 12x12 RA 12x12 SA 12 x 1 2 S A F-31 RG-1 8"ø CD-1 175 CFM TYP. (4) 12x12 RA 12x12 SA 12 x 1 2 S A EF-13 EF-23 2F-4 8"ø CD-1A 125 CFM 8"ø CD-1A 125 CFM 12 x 1 2 R A 12 x 1 2 S A 10 x 8 E A 22x8 EA 8x8 EG-2 75 CFM EG-1 150 CFM EG-1 150 CFM 8x8 SG-1 50 CFM 10 x 8 E A 8x 8 E A 5 10x8 EA 8x8 EA 5 62-1/2"ø FLUE & CA TYP. (3) 15 SNOWMELT ZONE 1 SNOWMELT ZONE 3A SNOWMELT ZONE 2 SNOWMELT ZONE 3B 20 ' - 0 " 70' - 0 1/32" 27' - 0" 12 ' - 0 " 20 ' - 0 " 5' - 6 " 5' - 6 " 16 17 30x24 TG-1 TYP.(2) 22 18 $ TO EF-3 Hangar 100 EF-33 9 10 4"ø FLUE 4"ø FLUE 4"ø FLUE 4"ø FLUE EUH-1 T 1921 CO/NO2 CO/NO2 20 20 18"ø EA 18 " ø E A 32x16 LVR-1 T T T EG-1 125 CFM RG-2 RG-2 8"ø CD-1 150 CFM 10"ø CD-1B 250 CFM REFER TO DETAILS FOR PIPING IN THIS ROOM. T 3'-0" MIN. GWH-1 RE: PLBG 232-1/2" CA 2-1/2" FLUE 23 23 23 3"ø CA 3"ø FLUE 6"ø OA UP 30' - 0" 81 ' - 6 " SNOWMELT ZONE 4 SNOWMELT ZONE 5 15 C M 1 12 2 3 4 6 9 10 11 D E F G H I J K LA 5 7 8 B B-1 24 132' - 6" ET-1 GF-1 P-1 AS-1 14ZM-5 14ZM-4 ZM-114 ZM-314 2" SMS 2" SMR 2 1/2" SMS 2 1/2" SMR 2" SMS 2" SMR TO ZM-4 & ZM-5 10' - 0" 25 ' - 6 " 5' - 4" 10' - 0" 25 26 6"ø FLUE 6"ø CA 27 28 18x10 ER-1 450 CFM TYP.(4) GRH-930 29 29 14ZM-2 2" SMR 1" SMS DN. 1" SMR DN. 2" SMR DN. 2" SMS DN. 2" SMS TO EUH-2 S S CF-1 CF-2 T GRH-1 T GRH-4 TGRH-8 T GRH-5 10' - 0" 12CF-3 CF-3 31 2 M2.01 8CU-4 8CU-3 8CU-2 8CU-1 34 32 32 32 32 32 $ 6"ø OA 6"ø OA UP 6"ø OA 6"ø OA UP 6"ø OA UP 4 4 4 4 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 4 / 2 0 2 3 3 : 3 3 : 5 6 P M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M2.00 First Floor HVAC Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG N SCALE: 1/8" = 1'-0" HVAC Floor Plan - Level 1 BTN-1 06-16-23 6/16/2023 C 1 12 2 3 4 6 9 10 11 A 5 7 8 B REFER TO M2.00 FOR WORK IN THIS AREA. T ECUH-14 12 " ø S A 3"ø FLUE 3"ø CA 2" SMS 2" SMR 2" SMS 2" SMR 2" SMS 2" SMR 2-1/2" CA 2-1/2" FLUE 1 1 1 1 2 2 3 3 5 6x40 SA 24x18 TG-1 TYP.(2) 7 6 24x18 TA Mezzanine Storage 113 12x6 SG-2 125 CFM TYP.(4) 8 6"ø OA DN. M 8 M M 8 8 M 9 9 9 9 6"ø RA DN. 6"ø OA DN. 6"ø OA DN. BTN-1 BTN-1 BTN-1 BTN-1 MEZZANINE HVAC KEYNOTES: CPVC FLUE/COMBUSTION AIR OF SIZE INDICATED TO UP THROUGH ROOF. INSTALL AND TERMINATE PER MANUFACTURER'S RECOMMENDATIONS AND MAINTAINING MANUFACTURER'S REQUIRED CLEARANCES. ENSURE THE TERMINATIONS ARE A MINIMUM OF 24" ABOVE THE ROOF LEVEL. 1 ROUTE PIPING HIGH ACROSS MEZZANINE. RACK PIPING ON WALL NEAR FLUE AND COMBUSTION AIR AND DOWN. REFER TO M2.00 FOR CONTINUATION. 2 ELECTRIC CABINET UNIT HEATER MOUNTED ON MEZZANINE FLOOR. REFER TO SCHEDULE FOR SIZE AND CAPACITY. DUCT FROM CABINET UNIT HEATER DISCHARGE INTO PLENUM SPACE ABOVE OFFICES AND HVAC EQUIPMENT SERVING THE OFFICES AS INDICATED. 4 THERMOSTAT FOR ELECTRIC CABINET UNIT HEATER, ECUH-1, MOUNTED ABOVE OFFICE CEILING. MOUNT A MAXIMUM OF 2'-0" ABOVE THE CEILING SO IT IS ACCESSIBLE FROM THE CEILING BELOW. 5 ROUTE PIPING HIGH ACROSS MEZZANINE AND INTO HANGAR. REFER TO M2.00 FOR CONTINUATION.3 TRANSFER GRILLE OF SIZE INDICATED MOUNTED WITH BOTTOM AT 8'-0" AFF.6 TRANSFER DUCTWORK OF SIZE INDICATED OPEN ENDED INTO PLENUM SPACE. PROVIDE WITH 1/2" BIRDSCREEN OVER OPEN END. 7 ALUMINUM WALL CAP WITH BIRDSCREEN AND NO BACKDRAFT DAMPER. SET JUST ABOVE AWNING.8 120V MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION FOR CONTROL. 9 BTN-1 Floor Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" MDEFGHIJKL GRH-1 CF-1 GRH-2 GRH-3 CF-2 GRH-4 31 ' - 0 " 32 ' - 6 " 31 ' - 0 " 31 ' - 0 " 32 ' - 6 " 31 ' - 0 " Hangar 100 Floor Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" CAB CF-3 18"ø EA GRH-9 18x10 ER-1 450 CFM TYP.(4) 28 ' - 0 " 28 ' - 0 " GSE 108 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 4 / 2 0 2 3 3 : 3 3 : 5 8 P M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M2.01 Mezzanine HVAC Plan & Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG BTN-1 06-16-23 SCALE: 1/8" = 1'-0" HVAC Floor Plan - Mezzanine SCALE: 1/8" = 1'-0"M2.01 1 HANGAR SECTION N SCALE: 1/8" = 1'-0"M2.01 2 GSE SECTION 6/16/2023 CONDENSING UNIT SCHEDULE PLAN MANUFACTURER NOM AMBIENT ELECTRICAL DIMENSIONS OPER. CODE & MODEL NO. TONS SEER TEMP VOLT Ø MCA MOCP H L W WEIGHT REMARKS CU-1 CARRIER 24AAA524 2.0 15.0 95 208/230 1 14.1 20.0 33'' 26'' 24'' 175 NOTES: 1,2,3 CU-2 CARRIER 24AAA524 2.0 15.0 95 208/230 1 14.1 20.0 33'' 26'' 24'' 175 NOTES: 1,2,3 CU-3 CARRIER 24AAA524 2.0 15.0 95 208/230 1 14.1 20.0 33'' 26'' 24'' 175 NOTES: 1,2,3 CU-4 CARRIER 24AAA524 2.0 15.0 95 208/230 1 14.1 20.0 33'' 26'' 24'' 175 NOTES: 1,2,3 NOTES: 1. UNIT MOUNTED ON MINIMUM 4" THICK CONCRETE HOUSEKEEPING PAD. 2. PROVIDE WITH HAIL GUARDS. 3. PROVIDE WITH LOCKING REFRIGERANT CAPS. DUCTLESS CONDENSING UNIT SCHEDULE PLAN MANUFACTURER NOM AMBIENT ELECTRICAL DIMENSIONS OPER. CODE & MODEL NO. TONS SEER TEMP REFRIG. VOLT PHASE MCA MOCP W D H WEIGHT REMARKS DCU-1 CARRIER 38MPRAQ24 2 23.5 100 R-410A 208 1 20.0 30.0 38'' 17'' 31'' 175 NOTE: 1,2,3 NOTES: 1. PROVIDE WITH LOW AMBIENT COOLING KIT TO -20°F. 2. PROVIDE WITH WIND BAFFLES AND HAIL GUARDS. 3. UNIT MOUNTED ON MINIMUM 3" THICK CONCRETE HOUSEKEEPING PAD. DUCTLESS FAN COIL UNIT SCHEDULE NOM SIZE (INCHES) OPER. PLAN MANUFACTURER & CAP VOLTS/ MCA/ WT. CODE MODEL NUMBER MOUNTING (MBH) CFM PHASE MOCP W H D (LBS) REMARKS DFC-1 CARRIER 40MPHAQ24 WALL 24 700 - - 50'' 15'' 12'' 50 NOTE: 1,2 NOTES: 1. UNIT POWERED THROUGH OUTDOOR UNIT VIA 208/1 WIRING. 2. PROVIDE WITH HARD WIRED THERMOSTAT AND DRAIN PAN LEVEL SENSOR. FAN SCHEDULE PLAN MANUFACTURER CFM ESP RPM MOTOR WT DAMPER CODE & MODEL NO. TYPE SONES (5,300 FT) (5,300 FT) HP (FLA) V/Ø (LBS) CONTROL TYPE REMARKS EF-1 GREENHECK SQ-98-VG INLINE 12.8 375 0.75'' 1,717 1/4 120/1 75 NOTE: A GRAVITY NOTE: 1 EF-2 GREENHECK SQ-97-VG INLINE 12.5 125 0.75'' 1,696 1/4 120/1 75 NOTE: C GRAVITY NOTE: 1 EF-3 GREENHECK SQ-160-VG INLINE 7.9 1,800 0.50'' 955 3/4 120/1 175 NOTE: D GRAVITY NOTE: 1 CF-1 MACRO AIR AV18 HVLS - - - 70 1.0 (4.3) 480/3 250 NOTE: B - NOTE: 2,3,4 CF-2 MACRO AIR AV18 HVLS - - - 70 1.0 (4.3) 480/3 250 NOTE: B - NOTE: 2,3,4 CF-3 MACRO AIR AVD06 HVLS - - - 164 3/4 (3.7) 120/1 100 NOTE: B - NOTE: 3,4,5 NOTES: 1. PROVIDE WITH SPEED CONTROLLER MOUNTED AT FAN FOR BALANCING.A. TIME CLOCK BY ELECTRICAL. 2. 18 FT DIAMETER.B. MANUFACTURER DIGITAL WALL CONTROLLER WITH ON/OFF OVERRIDE AND SPEED CONTROL. 3. PROVIDE WITH VFD AND DISCONNECT.C. WALL SWITCH WITH SPIN TIMER. 4. PROVIDE WITH REMOTE FIRE ALARM SHUTDOWN.D. CO/NO2 GAS DETECTION CONTROL PANEL AND WALL SWITCH WITH SPIN TIMER. 5. 6 FT DIAMETER. ELECTRIC HEATER SCHEDULE PLAN ELECTRICAL GRILLE DIMENSIONS CODE MANUFACTURER & MODEL NO. VOLTS Ø WATTS CFM GAUGE MOUNTING TYPE H L W REMARKS EWH-1 MARKEL F30522TDWB 208 1 1,000 100 18 RECESSED SURFACE 13'' 10'' 4'' NOTE: 1,2 EUH-1 MARKEL P3PUH05 480 3 5,000 400 18 HORIZ 13'' 20'' 11'' NOTE: 2,3,4 EUH-2 MARKEL P3PUH05 480 3 3,300 400 18 HORIZ 13'' 20'' 11'' NOTE: 2,3,4 ECUH-1 MARKEL 6333 480 3 10,000 500 18 VERTICAL 25'' 46'' 9''NOTE: 2,4,5,6,7 NOTES: 1. WITH INTEGRAL THERMOSTAT. 2. WITH UNIT MOUNTED DISCONNECT. 3. PROVIDE WITH WALL/CEILING BRACKET. 4. PROVIDE WITH 24V WALL THERMOSTAT AND TRANSFORMER FOR 24V REMOTE THERMOSTAT. 5. PROVIDE UNIT AS FRONT INLET AND TOP DISCHARGE CONFIGURATION. PROVIDE STAMPED FRONT INLET GRILLE AND DUCT COLLAR ON THE TOP DISCHARGE. 6. PROVIDE UNIT WITH SUMMER FAN SWITCH. 7. DISABLE UNITS SECOND STAGE HEATING. LIMIT UNIT TO FIRST STAGE OF HEATING AT 6,000 W. FURNACE AND SPLIT SYSTEM COOLING COIL SCHEDULE FURNACE COOLING COIL MATCHING MIN HEATING CAPACITY SUPPLY FAN COOLING COIL ELECTRICAL FILTER DIMENSIONS WITHOUT COIL PLAN MANUFACT. MANUFACT. SERVICE A.C. CFM ESP O.A. EAT LAT MBH MBH HP RPM TYPE REFRIG. COIL TOT. SENS. EAT LAT DAT V/ø/HZ AMP. MOCP EFF. W L H SA RA FLUE/ WT. CODE & MODEL NO.UNIT (IN) CFM INPUT OUTPUT TON (MBH) (MBH) DB WB DB WB DB (IN) (IN) (IN) (IN) (IN) CA (LBS) REMARKS (SL) (5,300') F-1 CARRIER 59SP5A040-10 CARRIER SUITE C CU-1 700 0.90 75 60.0 110.9 40.0 31.7 1/2 - DIRECT R-410 2.5 17.0 16.4 80.3 59.5 54.1 49.8 55.0 120/1/60 11.0 15.0 30% 30'' 36'' 15'' 20"x20" 22"x20" 2-1/2" 225 NOTES: 1,2,3,4,5,6,7,8,9,10,12 F-2 CARRIER 59SP5A040-10 CARRIER SUITE B CU-2 700 0.90 75 60.0 110.9 40.0 31.7 1/2 - DIRECT R-410 2.5 17.0 16.4 80.3 59.5 54.1 49.8 55.0 120/1/60 11.0 15.0 30% 30'' 36'' 15'' 20"x20" 22"x20" 2-1/2" 225 NOTES: 1,2,3,4,5,6,7,8,9,10,12 F-3 CARRIER 59SP5A040-10 CARRIER SUITE A CU-3 700 0.90 75 60.0 110.9 40.0 31.7 1/2 - DIRECT R-410 2.5 17.0 16.4 80.3 59.5 54.1 49.8 55.0 120/1/60 11.0 15.0 30% 30'' 36'' 15'' 20"x20" 22"x20" 2-1/2" 225 NOTES: 1,2,3,4,5,6,7,8,9,10,12 F-4 CARRIER 59SP5A040-10 CARRIER OFFICE 110 CU-4 700 0.90 75 60.0 110.9 40.0 31.7 1/2 - DIRECT R-410 2.5 17.0 16.4 80.3 59.5 54.1 49.8 55.0 120/1/60 11.0 15.0 30% 15'' 30'' 36'' 20"x20" 22"x20" 2-1/2" 225 NOTES: 1,2,3,4,5,6,8,9,10,11,12 NOTES: 1. PROVIDE COIL WITH THERMOSTATIC EXPANSION VALVE.6. PROVIDE WITH CONDENSATE NEUTRALIZATION KIT.11. PROVIDE IN VERTICAL CONFIGURATION FOR FLOOR MOUNTING. 2. PROVIDE WITH HIGH ALTITUDE KIT.7. PROVIDE IN HORIZONTAL CONFIGURATION FOR ABOVE CEILING MOUNTING.12. PROVIDE WITH SECONDARY DRAIN OVERFLOW SWITCH 3. PROVIDE FLEXIBLE DUCT CONNECTIONS AT UNIT INLET AND OUTLET.8. MINIMUM NATURAL GAS INLET PRESSURE 4.5" WC, MAXIMUM 13.6" WC. 4. PROVIDE FILTER RACK IN RETURN AIR DUCT.9. PROVIDE WITH ECM MULTIPLE-SPEED BLOWER MOTOR. 5. LISTED ESP ASSUMES FILTER PRESSURE LOSS AND DX COOLING COIL EXTERNAL TO THE FURNACE.10. PROVIDE WITH 7-DAY, AUTO CHANGEOVER, PROGRAMMABLE THERMOSTAT. GRILLES, REGISTERS & DIFFUSERS SCHEDULE NECK FACE VOLUME PLAN MANUFACTURER TYPE & SIZE SIZE DAMPER MOUNTING CODE & MODEL NO. SERVICE (IN) (IN) (OBD) MATERIAL TYPE FINISH REMARKS CD-1 PRICE SMDA SUPPLY AS NOTED 24"x24" NO STEEL LAY-IN WHITE NOTE: 1,2 CD-1A PRICE SMDA SUPPLY AS NOTED 24"x24" NO STEEL LAY-IN WHITE NOTE: 1,2,3 CD-1B PRICE SMDA SUPPLY AS NOTED 24"x24" NO STEEL LAY-IN WHITE NOTE: 1,2,4 SG-1 PRICE 520 SUPPLY AS NOTED NECK + 1.75" NO STEEL SURFACE BY ARCH. SG-2 PRICE HCD1 SUPPLY AS NOTED NECK + 2.375" NO STEEL SPIRAL DUCT BY ARCH. NOTE: 5 TG-1 PRICE 530 TRANSFER AS NOTED NECK + 1.75" NO STEEL SURFACE BY ARCH. EG-1 PRCE PDDR EXHAUST 10"x22" 12"x24" NO STEEL LAY-IN WHITE EG-2 PRICE 530 EXHAUST AS NOTED NECK + 1.75" NO STEEL SURFACE BY ARCH. ER-1 PRICE HCD1 EXHAUST AS NOTED NECK + 2.375" YES STEEL SPIRAL DUCT BY ARCH. NOTE: 5 RG-1 PRCE PDDR RETURN 22"x22" 24"x24" NO STEEL LAY-IN WHITE RG-2 PRCE PDDR RETURN 10"x22" 12"x24" NO STEEL LAY-IN WHITE NOTES: 1. ADJUSTABLE. 2. PROVIDE WITH 18"x18" LOUVERED FACE. 3. PROVIDE WITH TWO WAY CORNER THROW AS INDICATED ON DRAWINGS. 4. PROVIDE WITH TWO WAY OPPOSITE THROW AS INDICATED ON DRAWINGS. 5. PROVIDE WITH SPIRAL DUCT FRAME MOUNTING KIT. RADIANT TUBE HEATER SCHEDULE ELECTRICAL PLAN MANUFACTURER. & MBH INPUT U-TUBE WEIGHT CODE MODEL NO. @ 5,300 FT LENGTH LB REFLECTOR VOLTS/Ø FLA REMARKS GRH-1 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-2 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-3 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-4 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-5 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-6 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-7 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-8 SOLARONICS STU175-60CN 175 33'-4" 450 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6 GRH-9 SOLARONICS STU150-70CN 150 38'-4" 500 ALUM 120/1 1.3 NOTE: 1,2,3,4,5,6,7 NOTES: 1. MINIMUM NATURAL GAS INLET PRESSURE 7" WC. MAXIMUM INLET PRESSURE 14" WC. 2. SINGLE STAGE HEATING. 3. PROVIDE WITH HORIZONTAL WALL VENT KIT TERMINATION. 4. PROVIDE WITH 120 VOLT WALL THERMOSTAT WITH "OFF" POSITION TO ALLOW HEATER TO BE DISABLED. 5. PROVIDE WITH MANUFACTURER'S WIND CLIPS AND INSTALL PER MANUFACTURER'S WINDY CONDITIONS INSTRUCTIONS. 6. PROVIDE WITH MANUFACTURER'S HIGH ALTITUDE KIT. 7. PROVIDE WITH MANUFACTURER'S 45° REFLECTOR ANGLE. LOUVER SCHEDULE PLAN MANUFACTURER SERVICE FREE CFM VEL. A.P.D. MATERIALS SIZE REMARKS CODE & MODEL NO. AREA (FPM) (IN. W.C.) (INCHES) (SQ. FT.)W H D LVR-1 RUSKIN ELF 375 DX EF-3 EXHAUST 1.9 1,800 938 0.19 NOTE: 1 32'' 16'' 4'' NOTE: 2 NOTES: 1. PROVIDE LOUVER WITH 70% PVDF FINISH. COLOR SELECTION BY ARCHITECT. 2. PROVIDE LOUVER WITH 1/2" BIRDSCREEN. The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 0 / 2 0 2 3 8 : 3 4 : 1 1 A M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M5.00 HVAC Schedules 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG 1/20/2023 AIR/DIRT/HYDRAULIC SEPARATOR SCHEDULE PLAN MANUFACTURER SYSTEM GPM WPD STRAINER PIPE DIMENSIONS (NOTE: 2) WEIGHT REMARKS CODE & MODEL NO. (FT) CONN. SIZE HEIGHT DIA. LENGTH (LBS) AS-1 SPIROTHERM VDN300 SNOWMELT 96.0 5.0 YES 3.0'' 32'' 9''21'' 250 NOTE: 1,2,3 NOTES: 1. SYSTEM UTILIZES 50% PROPLYENE GLYCOL. 2. LENGTH DIMENSION IS FLANGE TO FLANGE CONNECTION DISTANCE. 3. PROVIDE WITH REMOVABLE LOWER HEAD FOR CLEANING. 96.01,150 15:1 110.0 140.0 CONDENSING WATER BOILER SCHEDULE MBH HEATNG WATER ASME WATER SIZE (IN) OPER PLAN MANUFACT. SERVICE INPUT OUTPUT TURN VOLUME (PSIG) OPER VOLT/ FLA EWT LWT FLOW % WPD L W H FLUE/CA WT. REMARKS CODE & MODEL NO. S.L. (5,300') DOWN (GAL) RATING PSIG ø/HZ (°F) (°F) (GPM) P.G. (FT) (ø) (LBS) B-1 RIELLO ARRAY 1500 HEATING 1,500 18 75.0 50.0 120/1/60 23.3 50 5.0 61'' 34'' 68'' 6" / 6" 1,600 NOTES: 1,2,3,4,5,6 NOTES: 1. BOILER SHALL BE MODULATED BY FACTORY SUPPLIED BOILER PLANT CONTROL PANEL. 5. MOUNT BOILER ON MASON INDUSTRIES SUPER W WAFFLE PAD. REFER TO DETAIL. 2. FM GAS TRAIN RATED FOR 3.5" TO 13.5" GAS INLET PRESSURE. 6. PROVIDE BOILER WITH HIGH ALLTITUDE KIT. 3. PROVIDE CONDENSING BOILER WITH FACTORY CONDENSATE NEUTRALIZATION KIT. 4. PROVIDE WITH 50 PSI RELIEF VALVE MOUNTED ON HEATING WATER RETURN PIPING. EXPANSION TANK SCHEDULE PLAN MANUFACTURER SERVICE TANK ACCEPT. SYSTEM MAX. AVERAGE MIN. OPER. MAX. OPER. TANK SIZE OPER. CODE & MODEL NO. VOLUME VOLUME VOLUME EWT TEMPERATURE PRESSURE PRESSURE DIA. HT. WEIGHT REMARKS ET-1 ARMSTRONG A300-L SNOWMELT 80.0 80.0 500.0 40.0 140.0 18.0 45.0 24'' 53'' 1,000 NOTE: 1,2,3 NOTES: 1.SNOWMELT SYSTEMS CONTAINS 50% PROPLYENE GLYCOL.3.ASME PRESSURE RATING EQUALS 125 PSI. 2.SYSTEM VOLUME IS TOTAL VOLUME. GLYCOL FEEDER SCHEDULE SYSTEM PUMP TANK UNIT "ON" UNIT "OFF" SYSTEM TANK OPER. PLAN MANUF. & FLOW HEAD MOTOR SIZE PRESSURE PRESSURE ELECTRICAL P.G. UNIT SIZE WT. CODE MODEL NO. SERVICE (GPM) (PSI) WATTS (GAL) (PSI) (PSI) REQUIREMENTS (%) L W H (LBS) REMARKS GF-1 AXIOM MF-200 SNOWMELT 0.7 25.0 50 W 6.6 10.0 25.0 NOTE: 1 50.0 12'' 12'' 16" 160 NOTE: 2,3,4,5 NOTES: 1. PROVIDE A DEDICATED 120/1/60 20 AMP CIRCUIT WITH A GFI RECEPTACLE LOCATED 3. SYSTEM PUMP SHALL BE BRONZE ROTARY GEAR TYPE. WITHIN 3 FEET OF AND BEHIND UNIT. 4. PROVIDE FLOAT SWITCH FOR LOW LEVEL PUMP SHUTOFF AND AUDIBLE ALARM. 2. TANK SHALL BE POLYETHYLENE MOUNTED IN A STEEL FRAME. 5. PROVIDE NEMA 4X UNIT CONTROL PANEL. PUMP SCHEDULE ELECTRICAL PLAN MANUFACTURER HP WEIGHT CODE & MODEL NO. TYPE SERVICE GPM HEAD (BHP) VOLTS Ø RPM CONTROL (LBS) REMARKS P-1 ARMSTRONG 4300 - 2x2x8 INLINE SNOWMELT 96.0 60.0 5.0 (2.4) 208 3 1,800 NOTE: 1 300 NOTE: 2 NOTES: 1. PUMP SHALL BE STARTED THROUGH THE SNOWMELT CONTROLLER. REFER TO SEQUENCE. 2. VFD PROVIDED FOR BALANCING AND SOFT START ONLY. PUMP SHALL RUN AT CONSTANT SPEED. SNOWMELT SYSTEM HEATING SCHEDULE TOTAL HTG OUTPUT HTG OUTPUT TUBING TUBE LEADER AVG. TUBE FLOW/ TOTAL MAX PRESSURE ZONE NAME AREA AREA HTG OUTPUT TOTAL UPWARD SIZE SPACING LENGTH NUMBER OF LENGTH/LOOP LOOP ZONE FLOW LOSS W/MANIFOLD (ZONE MANIFOLD) SERVED (SF) (BTUH/SF) (BTUH) (BTUH) (IN) (IN) (FT) LOOPS (FT) (GPM) (GPM) (FT HEAD) REMARKS ZONE 1 (ZM-1) SNOWMELT 2,610 137 388,800 357,800 3/4 9 10 11 331 2.6 29.0 30.0 NOTE: 1,2,3 ZONE 2 (ZM-2) SNOWMELT 510 137 75,500 69,700 3/4 9 10 4 195 1.5 6.0 30.0 NOTE: 1,2,4 ZONE 3A (ZM-3) SNOWMELT 1,670 137 249,300 229,300 3/4 9 10 7 340 2.7 19.0 30.0 NOTE: 1,2,3 ZONE 3B (ZM-3) SNOWMELT 510 136 75,300 69,500 9 10 4 200 1.5 6.0 ZONE 4 (ZM-4) SNOWMELT 2,445 137 365,000 335,600 3/4 9 10 11 320 2.5 28.0 30.0 NOTE: 1,2,3 ZONE 5 (ZM-5) SNOWMELT 820 137 121,812 112,000 3/4 9 10 4 270 2.5 10.0 30.0 NOTE: 1,2,4 NOTES: 1. HEAT OUTPUT BASED ON 140°F EWT, 110°F LWT, 50% PROPYLENE GLYCOL. 0°F AMBIENT, 10 MPH WIND SPEED, 36°F SLAB TEMPERATURE. 4. MANIFOLD TO BE UPONOR TRUFLOW CLASSIC WITH BALL AND BALANCING VALVES OR PRIOR APPROVED EQUAL. 2. RIGID INSULATION UNDER AND AT PERIMETER OF HEATED SLAB (MINIMUM R-10) BY GC. 3. MANIFOLD TO BE UPONOR 2" COPPER PROPEX WITH BALL AND BALANCING VALVES OR PRIOR APPROVED EQUAL. BTN-1 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 4 / 2 0 2 3 3 : 3 3 : 5 8 P M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M5.01 HVAC Schedules 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG BTN-1 06-16-23 6/16/2023 FIRE DAMPER DETAILTYPICAL PIPE HANGER DETAIL DUCT STRAP HANGER DETAIL SNOWMELT MANIFOLD DETAILIN-LINE PUMP DETAIL BRANCH DUCT TAKE-OFF DETAIL RADIANT TUBING DETAIL RADIANT TUBING AT JOINTS UPFLOW FURNACE DETAIL HORIZONTAL FURNACE DETAILDX COIL PIPING DETAIL RADIANT TUBING UNDER DOOR TRACK DETAIL IN-LINE CENTRIFUGAL FAN DETAIL EXPANSION TANK AND AIR/DIRT/HYDRAULIC SEPARATOR PIPING DETAIL CHEMICAL POT FEEDER DETAIL GLYCOL FEEDER DETAIL PIPING DETAIL - CONDENSING BOILER 60" 48" 36" 8'-0" 8'-0" 8'-0" 8'-0"1-1/2"x1-1/2"x1/8"1/4" ROUND ROD 2"x2"x1/8" 2"x2"x1/8" 2"x2"x1/8" 5/16" ROUND ROD 1" HANGER STRAPS NO POP RIVETS ALLOWED TOP CORD OF TRUSS 1/4"∅x1-1/4" HEX HEAD LAG BOLT HANGER SIZES FOR RECTANGULAR DUCT MAX. SIZE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM SPACING 30" 1"x18" GAGE STRAP SELF TAPPING CADMIUM PLATED HEX HEAD SHEET METAL SCREW STRAPS TO BE TIGHT AGANIST THE DUCT. NONE REQUIRED 10'-0" 84" 1/4" ROUND ROD 3/8" ROUND ROD HOSE END DRAIN VALVE WITH MANUAL AIR VENT END CAP REFER TO SNOWMELT MANIFOLD ZM-_: SYSTEM HEATING SMS BALL VALVE (TYP.) SMR SCHEDULE FOR NUMBER OF LOOPS hePEX TUBING SEE SCHEDULE FOR SIZE PRESSURE GAUGE FULL SIZE OF P&T (TYP.) CHECK VALVE PRESSURE GAUGE BALANCE VALVE WITH INLINE PUMP. REFER NOTES: 1. ON BOTH SIDES OF PUMP, INSTALL PIPE HANGER. 2. PROVIDE UNIONS ON BOTH SIDES OF PUMP WHERE MANUFACTURER DOES NOT PROVIDE FLANGE. (TYP.) BALL VALVE STRAINER WITH HOSE END DRAIN TO SCHEDULE FOR SIZE AND CAPACITIES. SRING ISOLATION HANGER, TYP SEE PLANS & SERVICES FOR PIPE SIZES FLOW METER FITTING, REFER TO SPEC.REQUIRED (TYP.) ECCENTIC REDUCER/ INCREASER AS 3/4" 3. WET ROTOR TYPE PUMPS MUST HAVE MOTOR SHAFT ORIENTED HORIZONTALLY. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. L W 45° L=1/4 W (4" MIN.) NOTE: NEAR CONCRETE JOINTS. INFORMATION FOR INSTALLATION NOTE: REFER TO RADIANT TUBING AT JOINTS DETAIL FOR ADDITIONAL SUB SOIL PEX TUBING WIRE MESH OR REBAR BY G.C. CONCRETE SLAB 6" DEEP GRAVEL BASE VERTICAL RIGID EDGE INSULATION MIN. R-10 BY G.C. CONTROL JOINT CONTROL JOINT SECURE TUBING TO MESH/REBAR AT 6" ON EACH SIDE OF CONTROL JOINT EXPANSION JOINT WRAP TUBING WITH PIPE INSULATION. EXTEND PIPE INSULATION MIN. 6" ON EACH SIDE OF EXPANSION JOINT. CONSTRUCTION JOINT ROUTE TUBING BELOW SLAB INTO THE SUBSOIL AT CONSTRUCTION JOINT CONSTRUCTION JOINT EXPANSION JOINT BALANCING VALVE, TYP FURNACE DX COIL RETURN DUCT. REFER TO PLANS SUPPLY DUCT. REFER TO PLANS FOR SIZE. CPVC INTAKE AND VENT PIPING. REFER TO FURNACE SCHEDULE FOR SIZES. 3/4" PVC DRAIN PIPING TO DRAIN REFER TO PLUMBING DRAWINGS. FLEXIBLE DUCT CONNECTOR, FOR SIZE. ROUTE REFRIGERANT PIPING TO CONDENSING UNIT. TYPICAL ANGLED FILTER IN RACK FLOOR SIZE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FURNACE DX COIL RETURN DUCT. REFER TO PLANS SUPPLY DUCT. REFER TO PLANS FOR SIZE. CPVC INTAKE AND VENT PIPING. REFER TO FURNACE SCHEDULE FOR SIZES. POLY TUBING FLEXIBLE DUCT CONNECTOR, FOR SIZE. ROUTE REFRIGERANT PIPING TO CONDENSING UNIT. SIZE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TYPICAL CEILING 3/4" PVC DRAIN PIPING TO DRAIN REFER TO PLUMBING DRAWINGS. CONDENSATE NEUTRALIZATION KIT POLY TUBING TO FLOOR DRAIN OUTSIDE AIR DUCT. REFER TO PLANS FOR SIZE. FILTER IN FILTER RACK45° SUCTION LINE SIGHT GLASS FILTER DRIER STRAINER EXPANSION VALVE SOLENOID VALVE (TYP.)LIQUID LINE REFRIGERATION STOP VALVES 1. SHALL BE SUBMITTED FOR APPROVAL PRIOR TO STARTING WORK. REFRIGERANT PIPING LAYOUT, INCLUDING SIZES, ROUTING, SPECIALTIES, ETC. NOTES: DX COOLING COIL (TYP.) TO CONDENSING UNIT RE: MFG FOR NUMBER OF COIL CONNECTIONS POSSIBLE TO COIL OUTLET. BOTTOM OF PIPE AS CLOSE AS THERMAL BULB, LOCATE 45° ABOVE EQUALIZER LINE TEV CONTROL 2. BOARD. INSTALL PER CONDENSING UNIT & VALVE MANUFACTURER'S INSTALLATION GUIDES. PROVIDE ELECTRONIC HOT GAS BYPASS (SPORLAN SDR) VALVE AND TEMP. CONTROL RS RL SPRING ISOLATION HANGER (TYP.) THREADED STEEL HANGER ROD (TYP.) (BY M.C.) (BY M.C.) LOCKABLE SURFACE MOUNTED MANIFOLD CABINET BY MECHANICAL EXPANSION JOINT AND SEALANT REFER TO ARCHITECTURAL PLANS. CONCRETE SLAB ON GRADE STEEL RAIL BY HANGER DOOR MANUFACTURER. REFER TO CONCRETE TOPPING SLAB CONCRETE SLAB ON GRADE 3/4" PEX TUBING (TYP.) HANGER DOOR. REFER TO ARCHITECTURAL PLANS. UNDER DOOR TRACKS1-1/2" MIN. ARCHITECTURAL PLANS. (TYP.) REBAR, REBAR, BY OTHERS BY OTHERS 6"6" TIE PEX TUBING TO REBAR AT END OF STRUCTURE. TIE PEX TUBING TO REBAR AT END OF STRUCTURE. LOOP #1 LOOP #2 LOOP #3 LOOP #4 NOTES: 1. REFER TO SCHEDULES FOR 2. REFER TO ARCHITECTURAL 3. FINAL TUBING SIZE AND TUBING SIZES, NUMBER OF LOOPS, LOOP LENGTH, ETC. AND STRUCTURAL DRAWINGS FOR SPECIFIC DOOR TRACK AND CONCRETE INSTALLATION LAYOUT TO BE CONFIRMED WITH APPROVED SHOP DRAWINGS PRIOR TO INSTALLATION. 4. REFER TO FLOOR PLANS FOR ZONE LOCATIONS. DETAILS. ASSEMBLY 90° AND PROVIDE WITH SPRING NEGATOR EXTENSION. VERTICAL TYPE FIRE DAMPER SHOWN. FOR HORIZONTAL TYPE TURN NOTE: LOCAL CODE GAUGE PER STEEL SHEET ACCESS DOOR TYPE "B" DAMPER SLEEVE. BOTH SIDES OF BREAKWAY JOINT, INSTRUCTIONS. ACCORDANCE WITH MFR. MAINTAIN CLEARANCE IN WALL. AROUND BOTH SIDES OF RETAINING ANGLES ALL 1-1/2"x1-1/2"x1/8" FIRE DAMPER FLOW AIR IN-LINE FAN, REFEROUTLET DUCTWORK, RE: FLOOR PLAN FOR SIZE AND CONTINUATION SPRING ISOLATION HANGER (TYP.) THREADED STEEL HANGER ROD (TYP.) (BY M.C.) (BY M.C.) FLOW AIR TO SCHEDULE DIRECT DIRVE FAN MOTOR FLEXIBLE CONNECTION, TYP. INLET GUARD PROVIDE SADDLE SPECIFIED (TYP.) ON DRAWINGS (TYP.) TYPE AS INDICATED PIPING OF SIZE AND OR INSERT AS CLEVIS TYPE HANGER MSS STANDARD (TYP.) THREADED HANGER RODS. SIZE PER STANDARD (TYP.) UNISTRUT. SIZE PER MSS STEEL ANGLE HANGER OR LOCK NUT AND WASHER ON BOTTOM (TYP.) NUT AND WASHER REFER TO SPECIFICATIONS FOR CLAMP SPACING ON TOP (TYP.) INSULATION AS SPECIFIED (TYP.) (TYP.) BOILER CONDENSING DIRECT VENT THERMOMETER (TYP.) GALVANIZED, INSULATED COMBUSTION AIR DUCT PER MANUFACTURER'S BOILER DRAIN. PIPE FULL SIZE TO FLOOR DRAIN. FLOOR REQUIREMENTS. FLUE CONDENSATE DRAIN. PIPE 1-1/2" PVC DRAIN FROM NEUTRALIZER TO FLOOR DRAIN. AL29-4C FLUE. INSTALL PER MANUFACTURER'S REQUIREMENTS. FLANGE CONN. (TYP.) BUTTERFLY SHUT-OFF VALVE TYP. 50 PSI PRESSURE RELIEF VALVE. PIPE FULL SIZE TO FLOOR DRAIN. NOTE: ANY HORIZONTAL DRAIN PIPING SHALL BE ANCHORED TO THE FLOOR. STRAINER. HWS HW R CONDENSATE TRAP MOUNTED 6" AFF, SUPPORT FROM FLOOR CONDENSATE TANK W/ UNIONS ANCHOR BOILER TO CONCRETE HOUSEKEEPING PAD, REAR OF BOILER SHALL BE FLUSH TO PAD. ROUTE DRAIN PIPING AS REQUIRED TO AVOID A TRIPPING HAZARD. BOTTOM OF SYSTEM MAIN PIPE EXPANSION LINE OFF AIR/DIRT/HYDRAULIC SEPARATOR OR UNION (TYP.) FLANGED CONNECTION STRUCTURE SUPPORT FROM 3"ø HWS HANGER/SUPPORT ROD (TYP.) PRESSURE GAUGE WITH FLOOR DRAIN FULL SIZE TO PIPE AIR VENT BALL VALVE (TYP.) BALL VALVE (TYP.) 3"ø HWR MANUAL AIR VENT TO FLOOR DRAIN. AIR VENT. PIPE FULL SIZE REFER TO SCHEDULE FOR PRESSURIZED BLADDER TYPE EXPANSION TANK SIZE (TYP.) AND QUANTITY. FLOOR AIR CHARGING VALVE (TYP.) VALVE WITH BALL DRAIN HOUSEKEEPING PAD 4" CONCRETE SHUT OFF VALVE. REFER TO NOTE 1 BELOW. NOTES: 1. REFER TO SPECIFICATIONS FOR TYPE OF VALVE (BALL OR BUTTERFLY) BASED ON PIPE SIZE. HOSE END FITTING (TYP.) 3"ø HWR TO BOILER INLET FROM BOILER DISCHARGE SYSTEM SUPPLY, 3"ø HWS SYSTEM RETURN TO PUMP SUCTION (REFER TO PLUMBING DRAWINGS 1" SYSTEM MAKE UP (DCW) FOR CONTINUATION) THERMOMETER, TYP. 50 PSI PRESSURE RELIEF VALVE SIZED FOR FULL SYSTEM CAPACITY. PIPE FULL SIZE TO FLOOR DRAIN. DRAIN PLUG NOTE: MOUNT POT FEEDER PIPING AND SIDE STREAM FILTER TO MECHANICAL ROOM WALL IN A NEAT WORKMANSHIP MANNER AND IN AN ACCESSIBLE LOCATION. PUMP DISCHARGE 3/4" 3/4" HOSE END DRAIN VALVE (TYP.) 5 GAL. CAP. 4" CONCRETE TOP FEED MOUNT FEEDER ON CONCRETE PAD OR RIGIDLY MOUNT TO MECHANICAL ROOM WITH WIDE MOUTH PAD WALL. BALL VALVE (TYP.) CHECK VALVE UNION (TYP.) 3/4" SYSTEM PUMP SHOT FEEDER, REFER TO PLANS FOR SIZES. PUMP SUCTION HEADER. SYSTEM MAKE UP STATION. GLYCOL FEED 1" COLD WATER 1" FLOOR TIE INTO SYSTEM AT EXPANSION TANK LOOP SNOWMELT HIGH CAPACITY AUTOMATIC AIR VENT AIR SEPARATOR DRAIN WITH HOSE END CONNECTION CONTRACTOR. FLASHING OVER EDGE OF VERTICAL EDGE INSULATION FOR PROTECTION. FLEXIBLE EPS FOAM UNDERSLAB INSULATION. INSULATION ASSEMBLY SHALL BE A MIN. R-10 BY G.C. AT CONTRACTORS OPTION, RIGID HIGH DENSITY UNDERSLAB INSULATION MIN. R-10 BY G.C. IS ALLOWABLE. SCALE: NONE 6 M6.00 SCALE: NONESCALE: NONE 14 M6.00 13 M6.00 SCALE: NONE 5 M6.00 SCALE: NONE 17 M6.00 SCALE: NONE 15 M6.00 SCALE: NONE 2 M6.00 SCALE: NONE 1 M6.00SCALE: NONE 3 M6.00 SCALE: NONE 16 M6.00 SCALE: NONE 7 M6.00 4 M6.00 SCALE: NONE 8 SCALE: NONE NOTE: TOTAL COMBINED OPERATING WEIGHT OF PIPING ON TRAPEZE HANGERS TO BE < 10LB/LF M6.00SCALE: NONE 9 M6.00SCALE: NONE 10 M6.00 SCALE: NONE 12 M6.00 SCALE: NONE 11 M6.00 SCALE: NONE HEATING WATER PLANT - PIPING SCHEMATIC AND CONTROL DIAGRAM SMR SMS BOILER CONTROLLER SM R INTERNAL BOILER CIRC PUMP (TYP. 3) ET-1 GF-1 3" SMS BUTTERFLY VALVE TYP. P-1 FLANGE TYP. AIR/DIRT/HYDRAULIC SEPARATOR AS-1 2" 2" SMS TO ZM-4 2" SMS TO ZM-3 3" 2-1/2" 2" SMS FROM ZM-3 3" SMR SMS B -1 SMR SMS TEKMAR SNOW/ICE SENSORS TYP. (2) SEE PLANS FOR LOCATIONS TEKMAR 680 SNOWMELT CONTROLLER OUTDOOR AIR TEMP. SENSOR 3" BALL VALVE TYP. BOILER ROOM HARD WIRE INTERFACE TO BOILER SAFETY CIRCUIT EPO SMS-T TO BOILER CONTROLLER 1-1/4" SMS TO ZM-5 2" SMS TO ZM-1 1" SMS TO ZM-2 2" 2" SMR FROM ZM-4 1-1/4" SMR FROM ZM-5 2" SMR FROM ZM-1 1" SMR FROM ZM-2 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 0 / 2 0 2 3 8 : 3 4 : 1 3 A M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M6.00 HVAC Details & Piping Schematic 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG 1/20/2023 2015 INTERNATIONAL MECHANICAL CODE - CHAPTER 4 NATURAL VENTILATION ROOM OPENING NET FLOOR OPENABLE PERCENT REMARKS NAME TYPE AREA WINDOW/DOOR AREA OPENABLE TO (SF) (SF) FLOOR AREA HANGAR 100 29,278 HANGAR DOOR 4,200 GARAGE DOOR 100 GARAGE DOOR 100 SWING DOOR 21 SWING DOOR 21 SWING DOOR 21 SWING DOOR 21 TOTAL 29,278 4,484 15.3%COMPLIES GSE 108 1,210 GARAGE DOOR 384 SWING DOOR 21 TOTAL 1,210 405 33.5%COMPLIES NOTE: THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED PER 2015 IMC 402.2. 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS - SINGLE ZONE Project:ATLANTIC AVIATION - RIFLE HANGER 6 Project #:22079 SYSTEM:F-1 OPERATING MODE: HEATING ROOM ROOM ZONE OCCUPANCY FLOOR DESIGN OA/ OA/AIR ZONE AIR REQUIRED SA NAME NO. TAG CATEGORY AREA POP. PERSON SF DISTRIBUTION DISTRIBUTION OA TO ZONE TO ZONE (SF)TYPE EFFECTIVENESS (CFM) (CFM) (Rp) (Ra) (Ez) (Voz) SUITE C 107 F-1 Office space 505 3 5.0 0.06 CSCRH 0.8 53.7 700 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE (Vot)54 CFM TOTAL OUTDOOR AIR PROVIDED 75 CFM 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS - SINGLE ZONE Project:ATLANTIC AVIATION - RIFLE HANGER 6 Project #:22079 SYSTEM:F-2 OPERATING MODE: HEATING ROOM ROOM ZONE OCCUPANCY FLOOR DESIGN OA/ OA/AIR ZONE AIR REQUIRED SA NAME NO. TAG CATEGORY AREA POP. PERSON SF DISTRIBUTION DISTRIBUTION OA TO ZONE TO ZONE (SF)TYPE EFFECTIVENESS (CFM) (CFM) (Rp) (Ra) (Ez) (Voz) SUITE B 106 F-2 Office space 495 2 5.0 0.06 CSCRH 0.8 52.6 700 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE (Vot)53 CFM TOTAL OUTDOOR AIR PROVIDED 75 CFM 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS - SINGLE ZONE Project:ATLANTIC AVIATION - RIFLE HANGER 6 Project #:22079 SYSTEM: F-3 OPERATING MODE: HEATING ROOM ROOM ZONE OCCUPANCY FLOOR DESIGN OA/ OA/AIR ZONE AIR REQUIRED SA NAME NO. TAG CATEGORY AREA POP. PERSON SF DISTRIBUTION DISTRIBUTION OA TO ZONE TO ZONE (SF)TYPE EFFECTIVENESS (CFM) (CFM) (Rp) (Ra) (Ez) (Voz) SUITE A 105 F-3 Office space 500 3 5.0 0.06 CSCRH 0.8 53.1 700 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE (Vot)53 CFM TOTAL OUTDOOR AIR PROVIDED 75 CFM 2015 IMC MINIMUM OUTDOOR AIR REQUIREMENTS - SINGLE ZONE Project:ATLANTIC AVIATION - RIFLE HANGER 6 Project #:22079 SYSTEM:F-4 OPERATING MODE: HEATING ROOM ROOM ZONE OCCUPANCY FLOOR DESIGN OA/ OA/AIR ZONE AIR REQUIRED SA NAME NO. TAG CATEGORY AREA POP. PERSON SF DISTRIBUTION DISTRIBUTION OA TO ZONE TO ZONE (SF)TYPE EFFECTIVENESS (CFM) (CFM) (Rp) (Ra) (Ez) (Voz) TOILET 102 F-4 Corridors 150 0 0.0 0.06 CSCRH 0.8 11.3 125 TOILET 103 F-4 Corridors 150 0 0.0 0.06 CSCRH 0.8 11.3 125 JAN/STORAGE 104 F-4 Corridors 75 0 0.0 0.06 CSCRH 0.8 5.6 50 HALL 101 F-4 Corridors 215 0 0.0 0.06 CSCRH 0.8 16.1 250 GSE OFFICE 110 F-4 Office space 115 1 5.0 0.06 CSCRH 0.8 12.2 150 TOTAL REQUIRED OUTDOOR AIR INTAKE FLOW RATE (Vot)56 CFM TOTAL OUTDOOR AIR PROVIDED 75 CFM The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 0 / 2 0 2 3 8 : 3 4 : 1 3 A M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M7.00 HVAC Outside Air Calcs & Sequence 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG 1/20/2023 GENERAL LEGEND PLUMBING LEGEND XXX X SECTION/DETAIL IS DRAWN XXX = SHEET NUMBER WHERE X = SECTION/DETAIL NUMBER PRESSURE GAUGE WITH COCK THERMOMETER PRESSURE RELIEF VALVE TEE OFF TOP OF PIPE TEE OFF BOTTOM OF PIPE PIPE ELBOW UP PIPE ELBOW DOWN BV CV GLOBE VALVE BALL VALVE BALANCING VALVE FLEXIBLE PIPE CONNECTION CONCENTRIC PIPE REDUCER ECCENTRIC PIPE REDUCER STRAINER WITH BLOWDOWN VALVE CHECK VALVE PIPE UNION AD/AP POINT OF CONNECTION - NEW TO EXISTING DIRECTION OF FLOW IN PIPE PITCH PIPE DOWN IN DIRECTION OF ARROW ACCESS DOOR/ACCESS PANEL CONTROL WIRING F.P.C. A.F.F. N.I.C. T.C.C. M.C. E.C. ABBV. G.C. SYMBOL ELECTRICAL CONTRACTOR ABOVE FINISHED FLOOR MECHANICAL CONTRACTOR TEMPERATURE CONTROL CONTRACTOR FIRE PROTECTION CONTRACTOR NOT IN CONTRACT GENERAL CONTRACTOR DESCRIPTION GDU EWC GARBAGE DISPOSAL UNIT ELECTRIC WATER COOLER MSB S L UR WC FD FS VTR WCO GCO FCO CD CD LAVATORY URINAL MOP SERVICE BASIN SINK WATER CLOSET FLOOR DRAIN FLOOR SINK VENT THRU ROOF WALL CLEANOUT GRADE CLEANOUT FLOOR CLEANOUT CONDENSATE DRAIN PIPING W V W HWC HW CW ABBV. SYMBOL SANITARY WASTE ABOVE FLOOR SANITARY WASTE BELOW FLOOR DOMESTIC HOT WATER CIRCULATING DOMESTIC HOT WATER SANITARY VENT DOMESTIC COLD WATER DESCRIPTION PP PLUMBING CIRC. PUMP PET PLUMBING EXPANSION TANK PIPE CAP SHOCK ABSORBER (ELEVATION) FLOW SWITCH HOSE BIBB/WALL HYDRANT SHOCK ABSORBER (PLAN) THERMOSTATIC MIXING VALVE PRESSURE REDUCING VALVE HOSE END DRAIN VALVE PLUG VALVE GAS COCK OR A.F.G.ABOVE FINISHED GRADE B.F.F.BELOW FINISHED FLOOR B.F.G.BELOW FINISHED GRADE EEW EMERGENCY EYE WASH ES EMERGENCY SHOWER TP/TS TRAP PRIMER/TRAP SEAL RPBP REDUCED PRESSURE BACKFLOW PREVENTER OR AD AREA DRAIN HB/WH G NATURAL GASG F (N)NEW TMV SF SQUARE FOOTAGE P.C.PLUMBING CONTRACTOR TD TRENCH DRAIN GPM GALLON PER MINUTE ST STORAGE TANK GWH GAS WATER HEATER SOG SAND, OIL & GASOLINE INTERCEPTOR 1. FIELD VERIFY EXACT LOCATION OF ALL CONNECTIONS PRIOR TO CONSTRUCTION. 2. ROUGH-IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 3. CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 4. ALL WORK SHALL BE PER LOCAL BUILDING AND HEALTH DEPARTMENT REQUIREMENTS. 5. PROVIDE BALL VALVES ON ALL BRANCH LINES FOR BUILDING ISOLATION WHETHER SHOWN OR NOT. 6. REFERENCE HVAC DRAWINGS FOR EXACT LOCATION OF ALL HVAC EQUIPMENT REQUIRING PLUMBING CONNECTIONS. COORDINATE WITH HVAC CONTRACTOR EXACT PLUMBING CONNECTION REQUIREMENTS PRIOR TO COMMENCING WORK. 7. ALL VENTS THROUGH THE ROOF (VTR) SHALL BE POSITIONED A MINIMUM OF 15'-0" FROM ANY OUTSIDE AIR INTAKE. 8. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED WALLS. ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE. 9. OFFSET ALL PIPING AS REQUIRED TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING, MECHANICAL, OR ELECTRICAL EQUIPMENT. 10. COMPLY WITH ALL BUILDING AND HEALTH DEPARTMENT REGULATIONS FOR PLUMBING INSTALLATION. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. 11. FLUSH MOUNT ALL FLOOR SINKS FOR FLOOR DRAINAGE USE. 12. ALL GAS PIPING, VALVES, PRV, ETC. SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL FUEL GAS CODE. PLUMBING GENERAL NOTES The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 5 / 2 0 2 3 1 2 : 2 3 : 0 1 P M C: \ U s e r s \ j m a r t i n e z \ D o c u m e n t s \ 2 2 0 7 9 _ P L B G _ R 2 1 _ j m a r t i n ez S 5 Y Z 3 . r v t P0.00 Plumbing Cover Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 TRH JSM SHEET INDEX SHEET NUMBER PLUMBING & FIRE PROTECTION SHEET TITLE SHEET SCALE P0.00 Plumbing Cover Sheet NONE P2.00 First Floor Plumbing Plan 1/8" = 1' P2.01 Mezzanine & Enlarged Plumbing Plans VARIES P2.02 Roof Plumbing Plan 1/8" = 1' P4.00 Plumbing Details NONE P5.00 Plumbing Schedules NONE 1/20/2023 Ga s HB HB HB CA CA CA P2.01 1 Mech 111 Toilet 102 Hall 101 GSE Office 110 Toilet 103 IT 109 Jan/Storage 104 Suite A 105 Suite B 106 Suite C 107 GSE 108 Boiler 112 Hangar 100 P2.01 2 2 2 4" GCO 2-WAY 4" W. SEE CIVIL FOR CONTINUATION I.E. = ±5.5' B.F.F. 750 GALLON SAND, OIL & GAS INTERCEPTOR, SEE DETAIL 2 P4.00 1 1/2" CW SERVICE TO 1" WATER METER, SEE CIVIL FOR CONTINUATION 3 4 4" AD-1 1 1 GAS SERVICE BY LOCAL GAS COMPANY GAS METER, VALVES, REGS, ETC. BY LOCAL GAS COMPANY, SEE GAS LOAD SCHEDULE THIS SHEET 4" FCO 4" WCO 4" FS-1 W/TP 4" FCO 4" FCO4" FCO 4" GCO 2-WAY 4" GCO 2-WAY 4" W. SEE CIVIL FOR CONTINUATION I.E. = ±5.5' B.F.F. 66 77 6 7 6 7 7 6 7 6 7 6 7 6 7 1 1/2" CW 3/ 4 " C W 1 1 / 2 " C W 4" S O G 4" SOG HB-1 HB-1 3" S O G TD-2, SEE DETAIL (TYP.) 11 P4.00 3" FCO 10 4" W 4" FCO TD-2 3" FCO 10 3" S O G 4" FCO 11 12 13 WS-1, SEE DETAIL 8 P4.00 FIRE SERVICE AREA, SEE FIRE CONSULTANT DWGS. FOR LAYOUTS 3/ 4 " C D 3/ 4 " C D 3/ 4 " C D 14 14 14 15 15 8 8 15 8 RE:MECH F-3 RE:MECH F-2 RE:MECH F-1 5 4" W 2" G 2" G 2" G 2" G 3/ 4 " G 3/ 4 " G 3/ 4 " G 3/ 4 " G 3/ 4 " G 3/ 4 " G 3/ 4 " G 3/ 4 " G 1 1 / 2 " G 3/4" G 3/ 4 " G 3/ 4 " G 9 C M 1 12 2 3 4 6 9 10 11 D E F G H I J K LA 5 7 8 B RE:MECH GRH-4 RE:MECH GRH-3 RE:MECH GRH-2 RE:MECH GRH-1 RE:MECH GRH-5 RE:MECH GRH-6 RE:MECH GRH-7 RE:MECH GRH-8 4" AD-1 9 16 G 1817 3 " W RE:MECH GRH-9 2" V 11 19 16 2" V 9 4" AD-1 4" GW PLUMBING KEYNOTES: BALL VALVE (FULL SIZE) W/SERVICE ACCESS 3/4" CW DN. ON WALL TO HB. DOMESTIC WATER ENTRY, SEE DETAIL 7/P4.00. 4" W. DN., 2" V. RISE TO FS. GAS PRV, 150 MBH INPUT @ S.L., 2.0 PSI TO 8" WC, SEE DETAIL 6/P4.00. GAS PRV, 175 MBH INPUT @ S.L., 2.0 PSI TO 8" WC, SEE DETAIL 6/P4.00. CONNECT 3/4" GAS TO GRH WITH GAS COCK & 6" DIRT LEG. 3/4" GAS RISE TO FURNACE W/GAS COCK & DIRT LEG. 4" SOG RISE TO TD/AD. CONNECT 3" SOG TO TD. 2" V. RISE TO 3" VTR. 1 1/2" CW RISE & OFFSET TO SOFTNERS. 1/2" CW W/BALL VALVE TO TRAP PRIMER, 1/2" TP TO F.S. 3/4" CONDENSATE DRAIN RISE TO FURNACE. GAS PRV, 40 MBH INPUT @ S.L., 2.0 PSI TO 8" WC, SEE DETAIL 6/P4.00. VENT PIPING RISE TIGHT TO WALL, UP & OFFSET AT STRUCTURE. 2" G. TO ENTER BUILDING @ 36' ABV. FIN. GRADE & RISE ON WALL. 2" PLUG VALVE ON HOUSE SIDE OF METER. (2) 2" V. RISE & CONNECT @ 12" ABV. FINISHED GRADE, 2" V. RISE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 GAS LOAD SCHEDULE: APPLIANCE: GWH-1 RADIANT HEATER (GRH-1 THRU GRH-8) (8 @ 175 MBH EA.) RADIANT HEATER (GRH-9) BOILER (B-1) FURNACE (F-1) FURNACE (F-2) FURNACE (F-3) FURNACE (F-4) TOTAL GAS LOAD: LOAD: 125 MBH 1400 MBH 150 MBH 1500 MBH 40 MBH 40 MBH 40 MBH 40 MBH 3335 MBH INPUT REQUIRED AT S.L. UTILIZING A 2 PSI SYSTEM. M.C. TO COORDINATE LOAD WITH LOCAL GAS COMPANY The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 5 / 2 0 2 3 1 2 : 2 3 : 0 3 P M C: \ U s e r s \ j m a r t i n e z \ D o c u m e n t s \ 2 2 0 7 9 _ P L B G _ R 2 1 _ j m a r t i n ez S 5 Y Z 3 . r v t P2.00 First Floor Plumbing Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 TRH JSM SCALE: 1/8" = 1'-0" PLUMBING FLOOR PLAN - LEVEL 1 N 1/20/2023 CA HB CA CA Floor Plan -Level 7 102' -2" Floor Plan 100' -0" Mezzanine Storage 113 2726 RE:MECH F-3 RE:MECH F-2 RE:MECH F-1 C 1 12 2 3 4 6 9 10 11 A 5 7 8 B SEE NOTING ON P2.00 FOR THIS AREA RE:MECH GRH-9 1 1 3/ 4 " C A 39 36 26 AC-1, SEE DETAIL 14 P4.00 38 34 13 14 4" FS-1 W/TS3/ 4 " C W 28 20 1 29 HB-1 G C 1 2 3 4 D RE:MECH B-1 2" V 1 1 / 2 " G 1 1 / 2 " G 33 CA-1 36 Mech 111 GSE Office 110 Toilet 103 Toilet 102 Jan/Storage 104 Hall 101 IT 109 Suite A 105 1 1 1 2 3 8 WC-2 UR-1 WC-1 WC-2 L-1 W/TMV-2 L-1 W/TMV-2 EWC-1 S-1 W/GDU-1 5 4 10 11 9 MSB-1 6 7 5 3" W PP-1 & TMV-1 MOUNTED ON WALL GWH-1 & PET-1, SEE DETAIL 9 P4.00 2" FD-1 W/TS 2" FD-1 W/TS 4" WCO 3/ 4 " C D 15 16 4" W 1212 4" WCO 1 1/2" V 1 1 / 4 " C W 1 1 / 4 " H W 1/ 2 " C W 3/ 4 " H W 1 1 / 2 " V 13 4" W 21 22 4" FD-1 W/TS PET-1 HUNG FROM STRUCTURE 3/ 4 " H W C 1/ 2 " C W 1 1 / 2 " V 1 1 / 4 " H W 1 1/2" CW RE:MECH F-4 RE:MECH DFC-1 24 25 23 18 18 1 PW-1 17 CB-1 19 2" SEE PLBG ISOMETRIC 3 P2.01 3/ 4 " H W C 1 1 / 4 " H W 1/ 2 " 3/ 4 " G 1 1/2" G 1 1 / 2 " G 3/ 4 " G C 6 A 7 8 B 30 TD-1, SEE DETAIL 10 P4.00 GMH-1BM-1 1 1 / 4 " C W 31 12 7 14 HB-1 1 7 SS-1 SS-1 ES/EEW-1 3" FD-1 4" SOG 3" WCO 3/4" WH-1 35 1 1 SEE P2.00 FOR CONTIN. 1 1 / 2 " C W 32 CA-1 CA-1 36 36 1 37 35 1 HB-1 3" W 18 34 PLUMBING KEYNOTES: BALL VALVE (FULL SIZE) W/SERVICE ACCESS 1/2" BALANCING VALVE, BALANCE TO 1.0 GPM. 1 1/4" CW & 3/4" HW DN. IN WALL & OFFSET TO FIXTURES. 4" W. DN., 2" V. RISE & 1/2" CW TO WC. 2" W. DN., 1 1/2" V. RISE, 1/2" CW & 1/2" HW TO LAV/SINK. 2" W. DN., 1 1/2" V. RISE, 1/2" CW TO EWC. 3" W. DN., 1 1/2" V. RISE, 1/2" CW & 1/2" HW TO MSB/SS. 3/4" HWC DN. IN WALL & CONNECT TO 3/4" HW WITHIN 2' OF FAUCET. CONNECT 3/4" G. TO GWH W/GAS COCK & DIRT LEG. 4" W. DN., 3" WET VENT, 2" V. RISE, 1/2" CW TO WC & 3/4" CW TO UR. GAS PRV 125 MBH INPUT @ 2.0 PSI TO 10" WC, SEE DETAIL 6/P4.00 COMBINATION WASTE & VENT SYSTEM. 4" W. DN., 2" V. RISE FOR FS/FD. 2" V. RISE TO 3" VTR. 3" V. RISE. 1 1/2" V. RISE. 3/4" CW DN. ON WALL TO HB FOR PW-1. 3/4" CONDENSATE DRAIN DROP & AIRGAP TO FS/MSB. 1/2" CW TO CB-1. CONNECT 1" G. TO BOILER W/GAS COCK & DIRT LEG. GAS PRV 40 MBH INPUT @ 2.0 PSI TO 10" WC, SEE DETAIL 6/P4.00 CONNECT 3/4" G. TO FURNACE W/GAS COCK & DIRT LEG. 3/4" CONDENSATE DRAIN RISE TO FURNACE. 3/4" CONDENSATE DRAIN RISE TO DFC. 3/4" CONDENSATE DRAIN DROP & AIRGAP TO SINK TAILPIECE. 3" V. UP FROM BELOW & RISE TO 3" VTR. 1 1/2" V. UP FROM BELOW & OFFSET @ STRUCTURE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 GAS PRV 1500 MBH INPUT @ 2.0 PSI TO 10" WC, SEE DETAIL 6/P4.00. 1/2" CW DN. TO HB. 1/2" HIGH PRESSURE HOSE THRU WALL & UP TO 11' AFF TO BOOM. 4" SOG RISE TO TD. CONNECT 1 1/4" HW & 1 1/4" CW TO TMV-3, 1 1/4" TEPID HW TO ES/EEW-1. 3/4" G. RISE ON WALL & OFFSET @ MEZZ STRUCTURE. 3/4" CONDENSATE RISE TO AIR COMPRESSOR. 3/4" CW DN. IN WALL TO WH/HB. 3/4" CA DN. ON WALL TO CA-1. SEE DETAIL 13/P4.00. 3/4" CA DROP FROM ABV. & ROUTE ON WALL TO CA OUTLET. CONNECT 1" CA TO AC-1. SEE DETAIL 14/P4.00. 3/4" CA DN. ON WALL. 28 29 30 31 32 33 34 35 36 37 38 39 WC WC WC UR LAV LAV LAV LAV 3" 2" 2" 1 1 / 4 " 3/ 4 " 3/4" 3/4" 3/ 4 " 1 1/4" 1 1/4" 1 1/4" 4" WCO 1/2" CW & 1/2" HW TO LAV W/TMV (TYP.) 3/4" CW TO UR 1/2" CW TO WC (TYP) SHOCK ABSORBER TYPE "B" W/ACCESS PANEL 1 1 / 2 " V 1 1 / 2 " V 2" V 2" V 4" W 4" W 2" W 2" W FD FD 2 " W 2" W CONNECT 3/4" HWC TO 3/4" HW 4 " W The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 5 / 2 0 2 3 1 2 : 2 3 : 0 5 P M C: \ U s e r s \ j m a r t i n e z \ D o c u m e n t s \ 2 2 0 7 9 _ P L B G _ R 2 1 _ j m a r t i n ez S 5 Y Z 3 . r v t P2.01 Mezzanine & Enlarged Plumbing Plans 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 TRH JSM SCALE: 3/32" = 1'-0" PLUMBING FLOOR PLAN - MEZZANINE N SCALE: 1/4" = 1'-0"P2.01 2 ENLARGED PLUMBING PLAN SCALE: 1/4" = 1'-0"P2.01 1 ENLARGED PLUMBING PLAN N N SCALE: NONE PLUMBING ISOMETRIC P2.01 3 1/20/2023 3" VTR 3" VTR 3" VTR 3" VTR C M 1 12 2 3 4 6 9 10 11 D E F G H I J K LA 5 7 8 B 3" VTR The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 5 / 2 0 2 3 1 2 : 2 3 : 0 6 P M C: \ U s e r s \ j m a r t i n e z \ D o c u m e n t s \ 2 2 0 7 9 _ P L B G _ R 2 1 _ j m a r t i n ez S 5 Y Z 3 . r v t P2.02 Roof Plumbing Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 TRH JSM SCALE: 1/8" = 1'-0" ROOF PLUMBING PLAN N 1/20/2023 FLOOR FINISHED WATER SOFTENER DETAIL COMPRESSED AIR MANIFOLD DETAIL (CA-1) 11 P4.00 8 P4.00 9 P4.00 10 P4.00 13 P4.00 TRENCH DRAIN DETAIL (TD-2) GAS FIRED WATER HEATER DETAIL TRENCH DRAIN DETAIL (TD-1) SCALE: NONESCALE: NONE SCALE: NONE 1 P4.00 SCALE: NONE 6 P4.00 7 P4.00 PRESS. OUTPRESS. INMANUFACTURERCODE MODEL GPM SIZE 12 P4.00 SCALE: NONE SCALE: NONE 2 P4.00 750 GALLONS CAPACITY SCALE: NONE 14 P4.00 GRADE CLEANOUT (2-WAY)3 P4.00 FLOOR CLEANOUT DETAIL5 P4.00 UNDERGROUND PLASTIC PIPING SYSTEM INSTALLATION DETAIL GAS PRESSURE REGULATING VALVE PIPING DETAIL DOMESTIC CW ENTRY PIPING DETAIL PRV SCHEDULE PRESSURE REDUCING STATION DETAIL WALL CLEANOUT DETAIL4 P4.00 SAND, OIL, AND GASOLINE INTERCEPTOR DETAIL AIR COMPRESSOR PIPING DIAGRAM SCALE: NONESCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE (WATER) SCALE: NONE FLOW PAD (GRADE C.O.) ADJUSTING COLLAR PVC CLEANOUT HEAVY DUTY CAST IRON TRACTOR COVER (GRADE C.O.) 24"x18"x6" THICK CONCRETE CLEANOUT PLUG AND BODY, SEE SPECS. PVC RISER FLOW SEE SPECS. FOR COVER IN FINISHED FLOOR ADJUSTING COLLAR PVC 1/8" BEND, FULL SIZE, 4" MAXIMUM PVC WYE (WYE WITH REDUCING BRANCH IF MAIN IS OVER 4") HEAVY DUTY CAST IRON TRACTOR COVER (GRADE C.O.) 18"x18"x6" THICK CONCRETE PAD (GRADE C.O.) CLEANOUT PLUG AND BODY, SEE SPECIFICATIONS PVC RISER PLUG (IF END OF LINE) NOTE : ABOVE FLOOR FCO WILL BE CAST-IRON PIPING IF IN RETURN AIR PLENUM. UNDERGROUND INSTALLATION OF PLASTIC PIPING: FINAL BACKFILL EXCAVATED TRENCH WIDTH INITIAL BACKFILL PIPE ZONESPRINGLINE 6 INCH RECOMMENDATIONS FOR UNDERGROUND INSTALLATION OF PLASTIC DRAINAGE PIPE: 1. THE MINIMUM WIDTH OF THE TRENCH SHOULD BE THE PIPE OD (OUTSIDE DIAMETER) PLUS 16 INCHES OR THE PIPE OUTSIDE DIAMETER TIMES 1.25 PLUS 12 INCHES. THIS WILL ALLOW ADEQUATE ROOM FOR JOINING THE PIPE, SNAKING THE PIPE IN THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION WHERE APPROPRIATE AND SPACE FOR BACKFILLING AND COMPACTION OF BACKFILL. THE SPACE BETWEEN THE PIPE AND TRENCH WALL MUST BE WIDER THAN COMPACTION EQUIPMENT USED TO COMPACT THE BACKFILL. 2. PROVIDE A MINIMUM OF 4 INCHES OF FIRM, STABLE AND UNIFORM BEDDING MATERIAL IN THE TRENCH BOTTOM. IF ROCK OR UNYIELDING MATERIAL IS ENCOUNTERED. A MINIMUM OF 6 INCHES OF BEDDING SHALL BE USED. BLOCKING SHOULD NOT BE USED TO CHANGE GRADE OR TO INTERMITTENTLY SUPPORT PIPE OVER LOW SECTIONS IN THE TRENCH. 3. THE PIPE SHOULD BE SURROUNDED WITH AN AGGREGATE MATERIAL WHICH CAN BE EASILY WORKED AROUND THE SIDES OF THE PIPE. BACKFILLING SHOULD BE PERFORMED IN LAYERS OF 6 INCHES WITH EACH LAYER BEING SUFFICIENTLY COMPACTED TO 95% COMPACTION. 4. A MECHANICAL TAMPER IS RECOMMENDED FOR COMPACTING SAND AND GRAVEL. THESE MATERIALS CONTAIN FINE-GRAINS, SUCH AS SILT AND CLAY. IF A TAMPER IS NOT AVAILABLE. COMPACTING SHOULD BE DONE BY HAND. 5. THE TRENCH SHOULD BE COMPLETELY FILLED. THE BACKFILL SHOULD BE PLACED AND SPREAD IN UNIFORM LAYERS TO PREVENT ANY UNFILLED SPACES OR VOIDS. LARGE ROCKS, STONES, FROZEN CLODS OR OTHER LARGE DEBRIS SHOULD BE REMOVED. STONE BACKFILL SHALL PASS THROUGH AN 1-1/2" SIEVE. ROCK SIZE SHOULD BE ABOUT ONE-TENTH OF THE PIPE OUTSIDE DIAMETER. HEAVY TAMPERS OR ROLLING EQUIPMENT SHOULD ONLY BE USED TO CONSOLIDATE THE FINAL BACKFILL. 6. TO PREVENT DAMAGE TO THE PIPE AND DISTURBANCE TO PIPE EMBEDMENT. A MINIMUM DEPTH OF BACKFILL ABOVE THE PIPE SHOULD BE MAINTAINED. PIPE SHOULD ALWAYS BE INSTALLED BELOW THE FROST LEVEL. TYPICALLY. IT IS NOT ADVISABLE TO ALLOW VEHICULAR TRAFFIC OR HEAVY CONSTRUCTION EQUIPMENT TO TRAVERSE THE PIPE TRENCH. HAUNCHING BEDDING G UNION UPSTREAM GAS COCK (FULL SIZE) INCREASER/REDUCERS AS CLOSE TO PRV AS POSSIBLE. GAS PRESSURE REDUCING VALVE TEE FITTING W/MIN. SIZE 3/4" CAPPED TEE FOR PRESSURE MEASURING EQUIPMENT CONNECTION (TYP. OF 2) DOWNSTREAM EMBEDMENT AREA PLASTIC PIPE SHOULD ALWAYS BE BURIED IN STRICT ACCORDANCE WITH THE ASTM STANDARD RELEVANT TO THE TYPE OF PLASTIC PIPING SYSTEM BEING INSTALLED. THOSE STANDARDS ARE: ASTM D2321 STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS ASTM D2774 STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPING. NOTE: IN ADDITION TO THESE STANDARDS, PIPE SHOULD ALWAYS BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS.D 1 1/2" 1 1/2" CW TO BUILDING FIXTURES AND EQUIPMENT 1 1/2" DRAIN VALVE WITH HOSE CONNECTION 12"Ø FUNNEL (BY P.C.) (TYP.) UNION (TYP.) 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER FOR DOMESTIC CW 1 1/2" DRAIN FROM FUNNEL TO AIR GAP TO FLOOR DRAIN (TYP.) PRESSURE GAUGE WITH COCK 1 1/2" BALL VALVE FOR SYSTEM SHUT-OFF FLOOR LINE 1 1/2" CW SERVICE TO 1" WATER METER END CAP SLOPE ACO # K100 SECTIONS NOTE: INSTALL ACO SYSTEM PER MANUF. REQUIREMENTS. 3" OUTLET CONNECTION DUCTILE IRON LOCKING 39" GRATE ACO # 816Q (K1-1) SEE ARCH DRAWINGS FOR ADDITIONAL INFORMATION ON DRAIN PLACEMENT PAD BY G.C. HOUSEKEEPING 4" CONCRETE SOFTENER TO FLOOR SINK, PROVIDE AIR GAP. EXTEND 1-1/4" DRAIN FROM BRINE TANK NOTE: HARD CW BY P.C. 1-1/2" BY-PASS VALVE N.C. 1-1/2" 1-1/2" BALL VALVE (TYP.) BY WATER SOFTENER SUPPLIER SOFT CW 1-1/2" TO BUILDING WATER SOFTENER WITH CONTROLLER WATER SOFTENER WITH CONTROLLER 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/4" GAS COCK VALVE ASSEMBLY TMV-1: MIXING (TYP.) UNION 120°F BALANCING VALVE TIGHT CLOSING DRAWINGS FLUE, SEE HVAC 1-1/4" 1-1/4" 3/4" HWC 1-1/4" CW CHECK VALVE (TYP.) PUMP, PP-1 WATER CIRCULATING DOMESTIC HOT BALL VALVE TO FIXTURES 1-1/4" HW 120°F (SEE SCHEDULE) WATER HEATER HOUSEKEEPING 4" CONCRETE LEG 6" DIRT G 3/4" DRAIN VALVE HOSE END AIRGAP TO VALVE OPENING, SIZE OF RELIEF DISCHARGE FULL RELIEF VALVE UNION (TYP.) DIELECTRIC THERMOMETER PAD FLOOR DRAIN (TYP.) (TYP.) ONLY REQUIRED ON HEATERS NOTE: VACUUM RELIEF IS NOT PROVIDED WITH DIP TUBES WITH ANTI SYPHON PROTECTION. 3/4" 3/4" (BALANCING TO 6 GPM) 3/4" (PET-1) HUNG FROM EXPANSION TANK STRUCTURE 1-1/4" END CAP SLOPE ACO # K100 SECTIONS NOTE: INSTALL ACO SYSTEM PER MANUF. REQUIREMENTS. 3" OUTLET CONNECTION DUCTILE IRON LOCKING 10' GRATE ACO # 816Q (K1-1) SEE ARCH DRAWINGS FOR ADDITIONAL INFORMATION ON DRAIN PLACEMENT 80110WATTSPRV-1 LF223S 25 3/4" 1-1/2"1 1/2" 1 1/2" 1-1/2" GLOBE VALVE (BRONZE & LEAD-FREE) PRESSURE GAUGE WITH COCK (TYP.) STRAINER (TYP.) PIPE REDUCER/ INCREASER (TYP.) PRV-1 UNION (TYP.) 1 1/2" 1 1/2" BALL VALVE (TYP.) PRV STATION, SEE DETAIL 12/P400 1 1/2" 18 " M A X EXTEND BRONZE CLEANOUT PLUG WITH WALL FLUSH WALL WALL COVER - SEE SPECS. NOTE : ABOVE FLOOR WILL BE CAST-IRON WCO PIPING. WASTE/SOIL PIPE SIZE AS SHOWN ON DRAWINGS 5'-10" 12"9"12" 6" 50" ±66" 5'-0" 4'-0" 6" 8'-0" 6"4"4'-5" 2'-3" 4'-0" NOTES: 1. SECONDARY COMPARTMENT TO HAVE VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY. 2. ALL PIPE AND FITTINGS TO BE SCHEDULE 40 PVC (SOLID CORE). 3. ALL CONCRETE TO BE 4000 P.S.I. MIN. STRENGTH TYPE II. WALLS AND BOTTOM TO BE REINFORCED THROUGH OUT WITH 2" x 16", 6/10 REMESH OR HEAVIER. COVERS TO BE REINFORCED LONGITUDINALLY WITH NO. 6 REBAR ON 6" CENTERS, NO4 REBAR ON CENTERS WIDTHWAYS, AND NO. 8 REBAR DIAGONALLY AROUND ACCESS HOLES. 4. INTERCEPTOR, MANHOLE, AND COVER TO BE H-20 TRAFFIC DUTY RATED. 5. INSTALLATION AND INTERCEPTOR SHALL BE INSTALLED PER LOCAL WASTE WATER REQUIREMENTS. PIPE O.D. + 2" 4" PVC INLET 2" VENT IN TOP SLAB 4" PVC 4" PVC OUTLET GASTIGHT CAST IRON RING AND COVER WITH H20 RATING ASPHALTIC BASE ENAMEL PAINT PRIMER W/RAMNECK SEALANT 4" PVC 2" PVC VENT TO BLDG. MORTAR PRECAST CONCRETE THROAT RINGS MIN. 24" DIA. REINF. CONCRETE RING WHERE REQUIRED. WATER LEVEL 2" PVC TO BUILDING 4" PVC NOTE: APPLY (1) COAT OF DECO 20 SEAL TO INTERIOR 3/4" 3/4" PRESSURE GAUGE WITH PIGTAIL AND COCK, (TYP.) GLOBE VALVE PRESSURE REGULATING VALVE 6" DIRT LEG (TYP.) NOTE : PROVIDE FLEXIBLE CONNECTORS IN HORIZONTAL OFFSETS TO WALL WHERE REQUIRED. PRESSURE GAUGE AND SHUT-OFF VALVE FURNISHED WITH AIR COMPRESSOR UNION (TYP.) FLEXIBLE CONNECTOR (TYP.) BALL VALVE (TYP.) AIR COMPRESSOR W/INTEGRATED REFRIGERATED DRYER DISCHARGE DRAINS TO FLOOR DRAIN AUTO. DRAIN AND STRAINER FURNISHED WITH RECEIVER VIBRATION ISOLATORS (TYP.) FLOOR HA N G A R 4 ' - 0 " A . F . F . 3/4" CA SUPPPLY CA OUTLET DRIP LEG, TYP. BALL VALVES (TYP.) LOCATED @ 45° ANGLE OFF WALL NOTE: ALL OUTLETS SHALL BE MILTON #775-"A"-STYLE 1/4" 3/4" FINISHED GRADEFINISHED GRADEFINISHED GRADEFINISHED FLOOR FINISHED FLOOR FLOOR FINISHED GRADE FINISHED FLOOR The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 5 / 2 0 2 3 1 2 : 2 3 : 0 6 P M C: \ U s e r s \ j m a r t i n e z \ D o c u m e n t s \ 2 2 0 7 9 _ P L B G _ R 2 1 _ j m a r t i n ez S 5 Y Z 3 . r v t P4.00 Plumbing Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 TRH JSM 1/20/2023 PLUMBING FIXTURE CONNECTION SCHEDULE PIPE SIZE (INCHES, MINIMUM) PLAN FIXTURE WASTE COLD WATER HOT WATER REMARKS CODE TRAP VERT. VENT SUPPLY CONNECTION SUPPLY CONNECTION & ARM DRAIN (MIN.) (MIN.) (ACTUAL) (MIN.) (ACTUAL) WC WATER CLOSET INT. 4" 2" 1/2" 1/2" - - UR URINAL INT. 2" 1-1/2" 3/4" 3/4" - - L LAVATORY 1-1/2" 2" 1-1/2" 1/2" 3/8" 1/2" 3/8" S SINK 1-1/2" 2" 1-1/2" 1/2" 1/2" 1/2" 1/2" EWC ELEC. WATER COOLER 1-1/2" 2" 1-1/2" 1/2" 3/8" - - WH/HB WALL HYDRANT/HOSE BIBB - - - 3/4" 3/4" - - ES/EEW EMERGENCY SHOWER/ EYEWASH - - - 1-1/4" - 1-1/4" - TEPID WATER MSB/SS MOP SERVICE BASIN/SERVICE SINK 3" 3" 1-1/2" 1/2" 1/2" 1/2" 1/2" PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. MODEL COLOR FITTINGS MANUF. MODEL COLOR REMARKS CODE FINISH FINISH WC-1 WATER CLOSET AMERICAN 215AA.709 WHITE SEAT OLSONITE 95SSCT WHITE NOTES:3,15 (TANK TYPE)STANDARD WC-2 WATER CLOSET (ACCESSIBLE) AMERICAN 215AA.709 WHITE SEAT OLSONITE 95SSCT WHITE NOTES:2,3,15 (TANK TYPE)STANDARD UR-1 URINAL (ACCESSIBLE) (0.125 GPF) TOTO UT105UG WHITE FLUSH VALVE TOTO TEU1UA12#CP CHROME NOTES:7 (HANDS FREE) L-1 LAVATORY-WALL HUNG KOHLER K-2007 WHITE FAUCET SLOAN ETF-610-4-BOX-BDM-CP-.5GPM-MLM-IR-FCT CHROME NOTES:1,4,5,6,13,14 (ACCESSIBLE) .5 GPM SOAP DISP. BOBRICK B-828 S-1 SINK ELKAY ELUHAD21555 STAINLESS FAUCET DELTA 2480 DST CHROME NOTES:1,5,9,10 STEEL W/SPRAY SS-1 SERVICE SINK FIAT FL-1 WHITE MOLDED FAUCET DELTA 27C4944 CHROME NOTES:1,9 STONE MSB-1 MOP SERVICE BASIN FIAT MSB2424 WHITE FAUCET ZURN Z843MIRCSC CHROME NOTES:8 EWC-1 ELECTRIC WATER COOLER ELKAY LZSTL8WSSK STAINLESS -- - - 1/5 HP STEEL 115V/60Hz/1∅ GDU-1 GARBAGE DISPOSAL UNIT IN-SINK-ERATOR BADGER 5 - - -- - NOTES:11,12 ES/EEW-1 EMERGENCY EYE WASH & SHOWER BRADLEY S193140A1CB - - - - - - (COMBINATION TOWER)DA00 CB-1 COFFEE BOX SEE SPEC. - - - - - - - FD-1 FLOOR DRAIN SEE - - - - - - - SPEC FS-1 FLOOR SINK SEE - - - - - - - SPEC AD-1 AREA DRAIN SEE - - - - - - - SPEC TS/TP TRAP SEAL/TRAP PRIMER SEE - - - - - - - SPEC HB-1 HOSE BIBB SEE - - - - - - - SPEC WH-1 WALL HYDRANT SEE - - - - - - - SPEC TD-1 TRENCH DRAIN SEE DETAIL - - - - - - - 10/P4.00 TD-2 TRENCH DRAIN SEE DETAIL - - - - - - - 11/P4.00 NOTES: 1. 17 GA. P-TRAP, ANGLE SUPPLIES WITH 1/4 TURN L.K. STOPS. 6. CONCEALED ARM CARRIER. 11. 1/2 HP, 120V/60Hz/1. 2. HANDLE ON ACCESS SIDE OF TOILET.7. MOUNT @ 17" AFF.12. WITH MANUF. FURNISHED CORD. 3. ANGLE SUPPLY W/ 1/4 TURN STOP.8. VACUUM BREAKER, CHECK STOPS 13. HARDWIRED FAUCET W/ PLUG IN TRANSFORMER SLOAN EAF-7, 120/60/1 4. GRID DRAIN, .5 GPM FLOW.9. GRID DRAIN, 1.0 GPM. 14. PLUG IN SOAP DISPENSER W/BATTERY BACKUP. 5. INSULATION KIT ON SUPPLIES & DRAIN.10. COORDINATE HOLE PUNCH W/ COUNTERTOP SUPPLIER. 15.INSTALL SENSOR ON WALL WITHIN 3' OF TOILET. WATER HEATER SCHEDULE (GAS-FIRED) PLAN MANUFACTURER STORAGE G.P.H. RECOVERY BTUH INPUT EFF. FLUE TANK SIZE OPER. REMARKS CODE & MODEL NO. GALLONS @ 100' RISE @ SEA LEVEL FACTOR SIZE DIA. HT. WEIGHT GWH-1 BRADFORD WHITE-EF-60T-125E-3N 60 145 125,000 96.00 SEE HVAC 28 1/4" 57" 1,070 NOTES: 1,2,3 NOTES: 1.SET TO 140 °F. 2. PROVIDE WITH PET. 3. 120V/60Hz/1, CONTROL VOLTAGE. MISCELLANEOUS PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUFACTURER MODEL FINISH REMARKS CODE PET-1 PLUMBING EXPANSION TANK AMTROL ST-8 STEEL NOTE: 1 TMV-1 THERMOSTATIC MIXING VALVE POWERS LFLM492 ROUGH BRASS NOTE: 2 TMV-2 THERMOSTATIC MIXING VALVE POWERS LFLM495 ROUGH BRASS NOTE: 3 TMV-3 THERMOSTATIC MIXING VALVE POWERS ETV200 ROUGH BRASS NOTE: 4 WS-1 WATER SOFTENING SYSTEM (DUPLEX) CULLIGAN HE090 -NOTES:5,6,7,8 PW-1 COLD WATER POWER WASHER HOTSY 1725.0 - NOTES:9,10,11,12,13 GMH-1 GUN MOUNTING HOOK MOSMATIC 29.083 -NOTES:11,14 BM-1 WASHING BOOM MOSMATIC WAE 68.559 -NOTES:11,13 NOTES: 1. HUNG FROM STRUCTURE 7. BRINE TANK, 24"DIAX40"H.13. 7'5" SINGLE BOOM, MOUNT @ 11' AFF ON WALL. 2.SET TO 120 °F, ASSE 1017 8. 120/60/1 OUTLET, DEDICATED WITHIN 60" OF EQUIP. FOR CONTROL VOLTAGE. 14. COORDINATE WALL HOOK IN FIELD. 3.SET TO 110 °F, ASSE 1070 9. SPRAY GUN WITH ADJUSTABLE PRESSURE & DIFFERENT SIZE NOZZLES. 4. SET TO 85° F., ASSE 1071 10. 460V/60Hz/3, 9 AMPS. 5. DUPLEX, 26.6 GPM CONT. FLOW @ 15 PSI DROP (EA).11. OR EQUAL. 6. SOFTENER, 16"DIAX60"H.12. HIGH PRESSURE HOSE THRU WALL & MOUNTED ON WALL TO BM-1. PLUMBING PUMP SCHEDULE IMP.ELECTRICAL PLAN MANUFACTURER TYPE SERVICE DIA. GPM HEAD % HP VOLTS PH RPM VIBRATION CONTROL WEIGHT REMARKS CODE & MODEL NO. (IN) EFF. (BHP) ISOLATION (LBS) PP-1 B&G PL-36B IN-LINE HWC - 2.0 20' - 1/6 115 1 3,300 INTEGRAL DDC 13.1 NOTE: 1 NOTES: 1. 7 DAY TIME CLOCK, OCCUPIED/UNOCCUPIED BY P.C. AIR COMPRESSOR & ACCESSORIES SCHEDULE PLAN MANUFACTURER CFM DISCHARGE RECEIVER ELECTRICAL REMARKS CODE & MODEL NO. @S.L. PSIG SIZE (GALS.) HP VOLTS PH RPM AC-1 KAESAR AIRCENTER SX 5 12.7 217 52 VERTICAL 5.2 460 3 3,512 NOTES:1,2,3,4,5,6,7 NOTES: 1. WITH STARTUP KIT.5. AFTER COOLER 2. 23"L X 43"W X 61.5"T, 639 LBS.6. MAG. STARTER. 3. ASME RECEIVER.7. WITH INTEGRATED REFRIGERATED DRYER 4. AUTO DRAIN. The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 2 5 / 2 0 2 3 1 2 : 2 3 : 0 7 P M C: \ U s e r s \ j m a r t i n e z \ D o c u m e n t s \ 2 2 0 7 9 _ P L B G _ R 2 1 _ j m a r t i n ez S 5 Y Z 3 . r v t P5.00 Plumbing Schedules 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 TRH JSM 1/20/2023 # ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT TO 4 ##/## 60/3 40A UP/DOWN SINGLE-POLE SWITCH P LINE VOLTAGE PHOTOCELL C DUPLEX RECEPTACLE/ SWITCH COMBINATION SIMPLEX RECEPTACLE TC TPUSH BUTTON TIME CLOCK THERMOSTAT (LINE VOLTAGE) VFD PB CBJJUNCTION BOX (WALL) METER VARIABLE-FREQUENCY DRIVE M THERMAL OVERLOAD SWITCH LP EXOTHERMIC CONNECTION VS AS V A AMMETER SELECTOR SWITCH VOLTMETER SELECTOR SWITCH AMMETER FUSE AND SWITCH < 600V FUSE < 600V CIRCUIT BREAKER < 600V CAPACITOR FUSE > 600V CABLE TERMINATION XX OVERHEAD LINE WORK NOTE SYMBOL ROOM NUMBER REVISION SYMBOL E-5 1 220 M L1 2 J BATTERY PAD MOUNTED TRANSFORMER #M* T GFP J 4WG100 GROUNDING CONDUCTORG EXTERNAL GROUNDING BUS BARGROUND ROD GROUNDING ELECTRODE PATIENT GROUNDING POINT G QUADPLEX RECEPTACLE (CEILING) DUPLEX RECEPTACLE SPLIT WIRED DETAIL NUMBER CURRENT TRANSFORMER W/RATIO POTENTIAL TRANSFORMER W/RATIO VOLTMETER AUTOMATIC TRANSFER SWITCH, # OF POLES CONTACT NORMALLY OPEN (N.O.) CONTACT NORMALLY CLOSED (N.C.) APPROXIMATEAPPROX MAXIMUM OVERCURRENT PROTECTION MOCP JUNCTION BOXJB NON-METALLICNM ATS AUTOMATIC TRANSFER SWITCH EC (E) C AWG ELECTRICAL CONTRACTOR EXISTING CONDUIT OR /C=CONDUCTOR AMERICAN WIRE GAUGE ARCH AIC AL AFG AHJ AFF +4'-6" A/AMP AMPERE INTERRUPTING CAPACITY ALUMINUM ARCHITECT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTHORITY HAVING JURISDICTION MOUNTING HEIGHT AFF AMPERE GEN IES GC FLA G GENERATOR GROUND GENERAL CONTRACTOR FULL LOAD AMPS (F) FC FF F EPO EVSE EOR ENCL ELEC FUTURE FOOTCANDLE FUSE FURNITURE FEED ENGINEER OF RECORD ELECTRIC VEHICLE SUPPLY EQUIPMENT EMERGENCY POWER OFF ENCLOSURE ELECTRICAL LOH MIN LRA LF MLO LED LOCK ON HANDLE LOCKED ROTOR AMPS MINIMUM LINEAR FOOT LIGHT EMITTING DIODE MAIN LUG ONLY KVAR KW KVA KCMIL KV K IG KILOVOLT-AMPERE REACTIVE KILOVOLT-AMPERE KILO (ONE-THOUSAND) KILOVOLT KILO CIRCULAR MILS ISOLATED GROUND NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION RGS NTS OCPD NIC RIGID GALVANIZED STEEL NOT IN CONTACT NOT TO SCALE OVERCURRENT PROTECTIVE DEVICE NEC ø NL NA MTS N MTD NATIONAL ELECTRICAL CODE NIGHT LIGHT PHASE MANUAL TRANSFER SWITCH NOT APPLICABLE NEUTRAL MOUNTED SYM TBD SWBD TO BE DETERMINED SWITCHBOARD SS SPEC SEC SPD RNC SCA RM STAINLESS STEEL SPECIFICATION RIGID NONMETALLIC CONDUIT SURGE-PROTECTIVE DEVICE SECONDARY SHORT CIRCUIT CURRENT AVAILABLE W VFD VDC VAC TECH WATT OR WIRE VARIABLE FREQUENCY DRIVE VOLTS DIRECT CURRENT VOLTS ALTERNATING CURRENT AC ALTERNATING CURRENT AT AMP TRIP CB CIRCUIT BREAKER EMT ELECTRIC METALLIC TUBING GEC GD GROUNDING ELECTRODE CONDUCTOR GARBAGE DISPOSAL LIGHTING CONTROL DEVICE KILOWATT-HOURS LCD KWH LIGHTING CONTROL PANELLCP NORMALLY CLOSEDNC AF AMP FRAME OR AMP FUSE NORMALLY OPENNO CENTER LINECL STD STANDARD SW SWITCH ARC FAULT CIRCUIT INTERRUPTERAFCI SWGR SWITCHGEAR SEAL OFF FEEDER BUS DUCT 6(C)18 UG EXTENSION WHIP OH ILLUMINATING ENGINEERING SOCIETY INTERMEDIATE METAL CONDUIT KILOWATT ROOM TECHNOLOGY SYMMETRICAL FEEDER SCHEDULE SHEET ON WHICH DETAIL IS LOCATED LIGHTING CONTACTOR W/ NUMBER OF POLES # = DEVICE TYPE 2 = DOUBLE-POLE SWITCH 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH D = DIMMER SWITCH K = KEY OPERATED SWITCH P = PILOT LIGHT T = TIMER CC = CONTRACTOR CONTROL GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE SPECIAL PURPOSE RECEPTACLE (CEILING) DUPLEX RECEPTACLE (CEILING) DUPLEX RECEPTACLE (FLOOR) MULTI-OUTLET ASSEMBLY OR SURFACE RACEWAY # = QUANTITY OF REC * = SPACING IN INCHES OC JUNCTION BOX (FLOOR) PULL BOX MANUAL MOTOR STARTER DISCONNECT CIRCUIT BREAKER AMP SIZE / #POLES DISCONNECT SWITCH FUSED AMP SIZE / #POLES FUSE AMP SIZE MOTOR STARTER OR CONTACTOR MOTOR STARTER/DISCONNECT SWITCH COMBINATION BRANCH CIRCUIT PANELBOARD OR LCP MDP, MCC, UPS OR OTHER EQUIPMENT ENCLOSURE CABLE TRAY WITH DEPTH(LOAD)WIDTH CONCEALED RACEWAY WEATHER HEAD SERVICE ENTRANCE CIRCUIT BREAKER WITH GROUND FAULT PROTECTION BREAKER WITH DRAWOUT FEATURE < 600V BREAKER WITH DRAWOUT FEATURE > 600V FUSED DISCONNECT SWITCH > 600V CIRCUIT BREAKER WITH: ST = SHUNT TRIP K = KEY INTERLOCKED E = ELECTRIC OPERATED LIGHTNING PROTECTION BARE CONDUCTOR SURGE ARRESTER PLUS GROUND LIGHTNING PROTECTION AIR TERMINAL GROUND ROD WITH INSPECTION WELL W/ WITH RMC RIGID METAL CONDUIT UG = UNDERGROUND UF UF = UNDERFLOOR (N) NEW SF SQUARE FOOT CKT CLG CIRCUIT CEILING COMM COMMUNICATION CONTROL PANELCP CURRENT TRANSFORMERCT COPPERCU DEDICATED(D) DECIBELDB DISCONNECTDISC DOUBLE POLE DOUBLE THROWDPDT DOUBLE POLE SINGLE THROWDPST DISHWASHERDW DRAWINGDWG GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HC HEALTH CARE HG HOSPITAL GRADE HH HAND HOLE HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HR HOUR HV HIGH VOLTAGE HZ HERTZ IMC MCB MCC MCA MC MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MINIMUM CIRCUIT AMPACITY METAL CLAD LOW VOLTAGE LIGHTING LV LTG MAXIMUMMAX MDP MCM MAIN DISTRIBUTION PANEL THOUSANDS OF CIRCULAR MILS MFR MFS MECH MDS MANUFACTURER MAXIMUM FUSE SIZE MECHANICAL MAIN DISTRIBUTION SWITCHBOARD MH MANHOLE OR METAL HALIDE POWER DISTRIBUTION UNITPDU PLC PROGRAMMABLE LOGIC CONTROLLER POWER FACTORPF POTENTIAL TRANSFORMERPT PH PHASE P POLE POLYVINYL CHLORIDEPVC (RR) REMOVE AND RELOCATE RELOCATED(R) PNL PANEL REC RECEPTACLE REF REFERENCE OR REFRIGERATOR REQ REQUIRED TV TR TAMPER RESISTANT TELE TELEPHONE TEMP TEMPERATURE OR TEMPORARY TTB TELEPHONE TERMINAL BOARD TELEVISION TYP TYPICAL UC UNDERCABINET UF UNDERFLOOR UG UNDERGROUND UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTED POWER SUPPLY USB UNIVERSAL SERIAL BUS VA VOLT AMPERE WP WHM W/O W/D WEATHERPROOF WATTHOUR METER WITHOUT WASHER/DRYER WR WEATHER RESISTANT XFMR TRANSFORMER EXISTING WORK IS SHOWN AS LIGHT LINES TO BE DEMOLISHED WORK IS SHOWN WITH BOLD DASHED LINES NEW WORK IS SHOWN AS BOLD SOLID LINES BREAK LINE CAP CONTINUATION RACEWAY TURNED UP RACEWAY TURNED DOWN POINT OF CONNECTION NEW TO EXISTING NORTH ARROW DUPLEX RECEPTACLE (WALL) QUADPLEX RECEPTACLE (FLOOR) QUADPLEX RECEPTACLE (WALL) SPECIAL PURPOSE RECEPTACLE (FLOOR) SPECIAL PURPOSE RECEPTACLE (WALL) J JUNCTION BOX (CEILING) B BLANKED FACED DEVICE (GFCI, AFCI, ETC.) (WALL) M MOTOR M J MECHANICAL EQUIPMENT J-BOX WITH MANUAL MOTOR STARTER 60/3 60/3 DISCONNECT SWITCH NON-FUSED AMP SIZE / #POLES G GENERATOR T TRANSFORMER TRANSFORMER (SEE TRANSFORMER SCHEDULE)T SECONDARY CONNECTION CABINET SCC ##/## #P PRI TRANSFORMER FEEDER PRIMARY SEC TRANSFORMER FEEDER SECONDARY GEC TRANSFORMER GROUNDING ELECTRODE CONDUCTOR G ENGINE-GENERATOR UNIT V S # A PANELBOARD V = VOLTAGE: L = 208 OR 240 H = 480 S = SPECIAL LOAD: C = COMPUTER OR CRITICAL E = EMERGENCY OR EQUIP BRANCH K = KITCHEN L = LIFE SAFETY M = MECHANICAL S = STANDBY U = UPS # = FLOOR NUMBER A = AREA/ZONE M MOTOR VFD VFD CB ENCLOSED CIRCUIT BREAKER ENCLOSED DISCONNECT SWITCH ENCLOSED FUSED DISCONNECT SWITCH COMBINATION MOTOR STARTER MOTOR STARTER OR CONTACTOR METERM TC TIME CLOCK P PHOTOCELL PUSH BUTTON SPD SURGE PROTECTOR DEVICE TAP, SPLICE, LUG OR CONNECTION RECESSED SURFACE WALL SUSPENDED MULTIPLE ACCENT RECESSED SURFACE WALL SUSPENDED RECTANGULAR RECESSED SURFACE WALL SUSPENDED STRIP SURFACE WALL SUSPENDED DECORATIVE SURFACE WALL SUSPENDED EXIT SIGN SURFACE WALL EXIT SIGN W/ EM LIGHT (FROG EYES) SURFACE WALL EM LIGHT (FROG EYES) SURFACE WALL J TRACK LIGHTS - CEILING/SUSPENDED AREA LIGHTS POST-TOP / BOLLARD LIGHTS STEP LIGHTS J LC KEY ON LUMINAIRE SCHEDULE CONTROL ZONE ELECTRICAL EQUIPMENT ENCLOSURE GROUNDING/LIGHTNING PROTECTION ONE-LINE DIAGRAMS POWER ABBREVIATIONS AND DESCRIPTIONS LIGHTING ELECTRICAL LEGEND SHADING INDICATES FIXTURE(S) ON: EMERGENCY / LIFE SAFETY BRANCH CRITICAL BRANCH TAPE / ROPE LIGHTSNEGCEQUIPMENT GROUNDING CONDUCTOR A bb OC ON CENTER LC LIGHTING CONTROL DEVICE (WALL) # = NUMBER IN SERIES _ = DEVICE TYPE W = WALL SENSOR S = SWITCH WITH INTEGRAL SENSOR L = LOW VOLTAGE SWITCH P = DAYLIGHT SENSOR T = LOW VOLTAGE TIMER SWITCH N = NETWORK DEVICE #_ #_LIGHTING CONTROL DEVICE (CEILING) # = NUMBER IN SERIES _ = DEVICE TYPE C = CEILING SENSOR P = DAYLIGHT SENSOR R = ROOM CONTROLLER E = EMERGENCY TRANSFER DEVICE N = NETWORK DEVICE REFER TO LIGHTING CONTROL DEVICES SCHEDULE FOR ADDITIONAL INFORMATION. J TRACK LIGHTS - WALL GFP GROUND FAULT PROTECTION ac ABOVE COUNTER DAYLIGHT ZONE ##fc SET POINT (NC = NOT CONTROLLED) TYPICAL CIRCUIT TAG -ALL DEVICES WITHIN GIVEN SPACE CIRCUITED AS INDICATED, UNLESS NOTED OTHERWISE. PNL = PANEL NAME # = CIRCUIT NUMBER CIRCUIT TAGPNL-# PNL-# EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE(S) FOR ADDITIONAL REQUIREMENTS) x = TYPE M -MECH/PLUM K -KITCHEN A -ARCHITECTURAL L -LAB O -OWNER P -PROCESS H -HEALTHCARE xQ PROJECT NARRATIVE NEW CONSTRUCTION OF GREENFIELD AIRCRAFT STORAGE HANGAR LOCATED ON EXISTING AIRPORT IN RIFLE, COLORADO. POWER, LIGHTING, AND SYSTEMS ROUGH-IN FOR HANGAR, ATTACHED SUPPORT SPACES, AS WELL AS SITE INFASTRUCTURE IS INCLUDED IN THE SCOPE OF THE PROJECT. T J 24 " ( 2 ' - 0 " ) 42 " ( 3 ' - 6 " ) 48 " ( 4 ' - 0 " ) - 7 9 " ( 6 ' - 7 " ) MA X 7 9 " ( 6 ' - 7 " ) P E R N E C 4 0 4 . 8 ( A ) TOP OF OPERABLE DEVICE/HANDLE TOP OF OPERABLE DEVICE/HANDLE FINISHED FLOOR NOTES: 1. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 2. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE SHOWN ABOVE. 3. MOUNTING HEIGHTS SHALL BE COORDINATED WITH OTHER DEVICES, ARCHITECT, AND BE COMPLIANT WITH ADA AND CODE REQUIREMENTS. CENTER OF DEVICE CENTER OF DEVICE VFD LC IF A S WAP 96 " ( 8 ' - 0 " ) CENTER OF DEVICE A IF S AS COMMUNICATIONS ROUGH-IN LEGEND TELECOM OUTLET (FLOOR) WIRELESS ACCESS POINT OUTLET (CEILING) TELECOM OUTLET (CEILING) WIRELESS ACCESS POINT OUTLET TELECOM OUTLET WAP WAP CARD READER SECURITY CAMERA SECURITY CAMERA (CEILING) AUDIOVISUAL INTERFACE PLATE LOUDSPEAKER LOUDSPEAKER (CEILING) A. WALL LOCATIONS: TELECOM OUTLET, CARD READER, WIRELESS ACCESS POINT, AND LOUD SPEAKER SHALL BE 4 11/16 INCH SQUARE BACKBOX WITH SINGLE-GANG MUDRING AND (1) 1 INCH CONDUIT TO CABLE TRAY OR J-HOOK PATHWAY IN ACCESSIBLE CEILING. B. CEILING LOCATIONS; TELECOM OUTLET, WIRELESS ACCESS POINT AND LOUD SPEAKER SHALL BE 4 11/16 INCH SQUARE BACKBOX WITH SINGLE-GANG MUDRING AND (1) 1 INCH CONDUIT TO CABLE TRAY OR J- HOOK PATHWAY IN ACCESSIBLE CEILING. VERIFY IF FLUSH MOUNTED OR ABOVE CEILING. C. AUDIO VISUAL INTERFACE PLATE SHALL BE 4 11/16 INCH SQUARE BACK BOX WITH DOUGLE-GANG MUDRING AND (2) 1 INCH CONDUITS TO CABLETRAY OR J-HOOK PATHWAY IN ACCESSIBLE CEILING. D. SECURITY CAMERAS SHALL BE SINGLE-GANG BACKBOX AT DEVICE WITH 1 INCH CONDUIT TO 4 11/16 INCH SQUARE BACKBOX IN ACCESSIBLE CEILING WITH 1 INCH CONDUIT TO CABLETRAY OR J-HOOK PATHWAY IN ACCESSIBLE CEILING. E. TELECOM ONLY FLOORBOX SHALL BE SPECIFIED FLOORBOX WITH (1) 1 INCH CONDUIT TO ACCESSIBLE CEILING ON THE SAME FLOOR AS THE FLOORBOX. F. FIELD COORDINATE EXACT REQUIREMENTS WITH INSTALLING COMMUNICATIONS CONTRACTOR PRIOR TO ROUGH-IN. G. COORDINATE ADDITIONAL ROUGH-IN REQUIREMENTS WITH THE SECURITY CONTRACTOR. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 2 5 : 4 2 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E0.01 ELECTRICAL GENERAL INFORMATION 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW DENVER AND COLORADO SPRINGS OFFICES 5420 WARD ROAD, SUITE 200 ARVADA, CO 80002 303.422.7400 TAMPA BAY AND MELBOURNE OFFICES 6555 N. WICKHAM ROAD, SUITE 104 MELBOURNE, FL 32940 321.241.4142 PROJECT ENGINEER / DESIGNER PROJECT MANAGER ANTHONY WINNING AWINNING@BCER.COM 720.556.6049 BRYAN FINGLAND BFINGLAND@BCER.COM 303.405.2850 CONTACT LIST DRAWING LIST - ELECTRICAL E0.01 ELECTRICAL GENERAL INFORMATION E0.02 ELECTRICAL PROJECT NOTES E0.03 LIGHTING SCHEDULES E0.04 MECHANICAL EQUIPMENT SCHEDULE E1.01 ELECTRICAL SITE PLAN E2.00 FIRST FLOOR POWER PLAN E2.01 MEZZANINE LEVEL POWER PLAN E3.00 FIRST FLOOR LIGHTING PLAN E3.01 MEZZANINE LEVEL LIGHTING PLAN E5.01 ELECTRICAL ONE-LINE DIAGRAM TOTAL # OF SHEETS: 10 AND LOCAL AMENDMENTS 2020 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE ADOPTED/ENFORCED CODES REQUIRED NOT TO SCALE 1 TYPICAL DEVICE MOUNTING HEIGHTS 01/18/23 ELECTRICAL GENERAL NOTES 1. REFER TO THE ELECTRICAL SPECIFICATIONS AND DETAILS FOR ADDITIONAL INSTALLATION REQUIREMENTS. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. SHOULD DRAWINGS AND SPECIFICATIONS DIFFER IN WHAT IS REQUIRED, THE STRICTER REQUIREMENT SHALL APPLY UNLESS WRITTEN CLARIFICATION IS OBTAINED FROM THE ENGINEER TO GO WITH THE LESSOR REQUIREMENT. 2. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS, AND PERFORMANCE. ANY ADDITIONAL COSTS EITHER DIRECTLY OR INDIRECTLY CAUSED BY EQUALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXACT ROUTING OF ALL SERVICES WITH ALL OTHER TRADES. WHERE ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL TRADES, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 4. PROVIDE ELECTRICAL EQUIPMENT, INSTALL, AND SUPPORT IN COMPLIANCE WITH SEISMIC, WIND LOAD, SNOW LOAD, SOIL CONDITIONS AND OTHER CRITERIA FOR PROJECT SITE. REFER TO CIVIL, STRUCTURAL OR OTHER PROJECT DOCUMENTS FOR DEFINITION OF SUCH CRITERIA FOR PROJECT SITE. 5. CONTRACTOR’S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT IN A TIMELY MANNER WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. 6. ALL ELECTRICAL SYSTEM COMPONENTS SHALL BE LISTED OR LABELED BY UL OR OTHER RECOGNIZED TESTING FACILITY. 7. ALL ELECTRICAL SYSTEMS INCLUDING WORK, MATERIALS, AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CODES LISTED ON THIS SHEET, THE ARCHITECTURAL CODE PLAN, AND THOSE ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 8. PROVIDE PERMITS AND INSPECTIONS REQUIRED. 9. PROTECT ELECTRICAL EQUIPMENT THROUGHOUT CONSTRUCTION. 10. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 11. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION PRIOR TO FINAL PUNCH. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED, PROGRAMMED, AND OPERABLE. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF CONTRACTOR’S TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER PRIOR TO FINAL PUNCH. 12. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN THE ELECTRICAL SCHEDULES AND AS REQUIRED IN SPECIFICATIONS TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE, OR INSTALLATION OF THESE SAME ITEMS. SUBMITTALS SHALL INCLUDE, BUT NOT BE LIMITED TO LIGHTING FIXTURES, LIGHTING CONTROLS, PANELBOARDS, WIRING DEVICES, SAFETY SWITCHES, FUSES, MOTOR STARTERS, CONDUIT, CONDUIT FITTINGS, BUILDING WIRE AND CABLE, AND TRANSFORMERS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLATION OF SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR ANY CORE DRILLING. X-RAY THE FLOOR PRIOR TO CORE DRILL UNLESS NOTED OTHERWISE. COORDINATE WITH G.C. AND STRUCTURAL ENGINEER AS REQUIRED. 14. DO NOT ROUTE CONDUIT WITHIN STRUCTURAL FLOORS, TOPPING SLABS, CONCRETE SHEAR WALLS, OR CONCRETE FLOOR BEAMS OR JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE AND WRITTEN APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. TOP OF CONDUIT TO BE 12" MINIMUM CLEAR FROM BOTTOM OF JOISTS. DO NOT DAMAGE REINFORCING BARS. 15. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 16. ALL PENETRATIONS OF FIRE RATED PARTITIONS DUE TO THE INSTALLATION OR REMOVAL OF ELECTRICAL SYSTEMS SHALL BE SEALED TO MAINTAIN THE FIRE RATING OF THE WALL. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS, MATERIALS, AND METHODS OF SEALING PENETRATIONS THROUGH WALLS. THROUGH-PENETRATION FIRESTOP SHALL COMPLY WITH IBC. 18. PROVIDE TYPED, AND DATED DIRECTORY CARDS UNDER PLASTIC COVER FOR BRANCH CIRCUIT PANELBOARDS. DIRECTORIES SHALL DESCRIBE CIRCUIT BEING SERVED, ROOM NAMES, AND ROOM NUMBERS WHERE DEVICES OR FIXTURES ARE LOCATED. ROOM NAMES AND NUMBERS SHALL MATCH THE GRAPHICS INSTALLED IN THE FIELD IF DIFFERENT FROM THE ROOM NAMES AND NUMBERS ON THE DRAWINGS. 19. PROVIDE EXPANSION COUPLINGS, UNIONS, AND FITTINGS AS NECESSARY ON EACH CONDUIT; AT MINIMUM, PROVIDE EXPANSION COUPLINGS AT EACH ENTRY/EXIT OF ENCASED CONDUIT AND AT EACH CONCRETE EXPANSION JOINT. COORDINATE WITH STRUCTURAL DRAWINGS AND GENERAL CONTRACTOR FOR SUCH LOCATIONS. 20. CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF FLASHING WITH CAULK TYPE COUNTER FLASHING SLEEVE. INSTALLATION SHALL BE WATERTIGHT. 21. IF IT IS NECESSARY TO INSTALL EXPOSED CONDUIT, PAINT EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. 22. BACK-TO-BACK MOUNTING OF DEVICES WITHIN A COMMON WALL STRUCTURE IS NOT PERMITTED. THE MINIMUM SEPARATION IS 6-INCHES IN COMMON WALLS AND 24-INCHES IN SOUND RATED WALLS. 23. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE AND FUNCTIONAL SYSTEMS BY COORDINATING WORK BETWEEN TRADES. COORDINATE WITH OTHER TRADES FOR PROVISION OF STARTERS, DISCONNECTS, 120V CONTROL WIRING, BOXES AND ANY REQUIRED RACEWAYS. FACTOR STARTERS, VFDS, DISCONNECTS, AND COMBINATION STARTERS SHALL BE UTILIZED ON MECHANICAL EQUIPMENT WHEN POSSIBLE. TECHNOLOGY CONTRACTOR MAY UTILIZE EQUIPMENT PROVIDED BY ELECTRICAL CONTRACTOR AND VICE VERSA TO DELIVER A FULLY OPERATIONAL SYSTEM. REFER TO THE MECHANICAL, PLUMBING, FIRE ALARM, AND TECHNOLOGY DRAWINGS, DETAILS AND DIVISION 22, 23, 27 AND 28 SPECIFICATIONS FOR LOCATIONS, SIZES, AND ANY ADDITIONAL INFRASTRUCTURE REQUIREMENTS. 24. MAKE ALL FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT REQUIRING ELECTRICAL CONNECTION. THIS SHALL INCLUDE BUT NOT BE LIMITED TO ALL MECHANICAL AND OTHER EQUIPMENT INCLUDED IN THIS PROJECT BY OTHER TRADES AND THE OWNER. FOR EQUIPMENT SUPPLIED BY OTHERS (INCLUDING OFOI, OFCI, AND CFCI EQUIPMENT), COORDINATE CONNECTION, CONTROLS, ROUGH-IN REQUIREMENTS, AND LOCATIONS WITH EQUIPMENT SUPPLIER, OWNER, AND ARCHITECT PRIOR TO ROUGH-IN. 25. WIRE SHALL BE COPPER, 60 DEGREES C RATED FOR ALL CIRCUITS/FEEDERS 100 AMPS OR LESS, 75 DEGREES C RATED FOR ALL CIRCUITS/FEEDERS OVER 100 AMPS. WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER, MINIMUM 90 DEGREES C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30 DEGREES C AMBIENT. CONDUCTOR AMPACITY SHALL BE DE-RATED FOR HIGHER AMBIENT INSTALLATIONS. 26. ALL CIRCUITS SHALL INCLUDE A SEPARATE GREEN INSULATED GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC ARTICLE 250, OR LARGER IF NOTED (#12 AWG MINIMUM SIZE). 27. PROVIDE INDIVIDUAL NEUTRALS ON ALL NEW CIRCUITS. 28. SUPPORT ALL CONDUITS, CABLES, AND BOXES FROM STRUCTURE. 29. IDENTIFY JUNCTION BOXES WITH PANEL AND CIRCUIT NUMBER. 30. CONTRACTOR SHALL PROVIDE WORKING CLEARANCES ABOUT ELECTRICAL EQUIPMENT PER NEC ARTICLE 110. 31. DEVICES AT MASONRY AND EXPOSED CONCRETE WALLS IN FINISHED AREAS NOT SCHEDULED TO HAVE GYP FURRING ARE TO BE FLUSH MOUNTED. AT CONCRETE WALLS AND CEILINGS, EMBED CONDUIT IN CONCRETE. 32. A HOUSEKEEPING PAD SHALL BE PROVIDED FOR GRADE OR FLOOR MOUNTED EQUIPMENT UNLESS NOTED OTHERWISE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 33. ALL EMPTY CONDUIT SHALL BE DEBURRED, CLEANED, CAPPED, TAGGED, AND FURNISHED WITH PULL-WIRES AND INSULATION BUSHINGS ON CONDUIT ENDS. 34. PER THE REQUIREMENTS OF THE IECC, THE CONTRACTOR SHALL TURN OVER AS- BUILT DOCUMENTS TO THE BUILDING OWNER OR OWNER’S AUTHROIZED AGENT WITHIN 90 DAYS OF THE DATE OF RECEIPT OF THE CERTIFICANT OF OCCUPANCY. ELECTRICAL COMMISSIONING GENERAL NOTES 1. THIS PROJECT SHALL INCLUDE COMMISSIONING OF THE ELECTRICAL AND LIGHTING SYSTEMS AS REQUIRED BY SECTION C408 OF THE IECC. 2. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AN ALLOWANCE IN THEIR BID ASSOCIATED WITH THE COMMISSIONING PROCESS. 3. THE COMMISSIONING SCOPE SHALL INCLUDE, BUT IS NOT LIMITED TO, ATTENDING COMMISSIONING MEETINGS, COMPLETING PREFUNCTIONAL CHECKLISTS, DEMONSTRATING SYSTEM PERFORMANCE, AND ADDRESSING COMMISSIONING AUTHORITY REVIEW COMMENTS. 4. A FINAL COMMISSIONING REPORT SHALL BE PROVIDED PRIOR TO BUILDING TURNOVER WHICH INCLUDES DOCUMENTATION OF ALL TESTS, RESULTS, CORRECTIVE MEASURES TAKEN, ETC. COMMISSIONING REPORT SHALL BE IN COMPLIANCE WITH THE REFERENCED CODES ABOVE. LIGHTING GENERAL NOTES 1. COORDINATE AND VERIFY EXACT MOUNTING LOCATIONS AND HEIGHTS OF WALL DEVICES WITH ARCHITECTURAL PLANS, ELEVATIONS, AND MILLWORK SHOP DRAWINGS PRIOR TO ROUGH-IN. HEIGHTS INDICATED ARE TO THE CENTERLINE OF THE DEVICE UNLESS OTHERWISE INDICATED. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES AND EXACT LOCATION OF ALL FIXTURES. COORDINATE AND VERIFY ALL LUMINAIRE REQUIREMENTS WITH ARCHITECT PRIOR TO PREPARING SUBMITTALS INCLUDING, BUT NOT LIMITED TO, MOUNTING METHOD, MOUNTING HEIGHT(S), CEILING TYPES, AND FINISHES AND/OR COLORS. COORDINATE LUMINAIRE LOCATIONS WITH MECHANICAL PIPING, DUCTWORK, FIRE PROTECTION, CABLE TRAY, CONDUIT, ETC. TO AVOID CONFLICTS. 3. COORDINATE LUMINAIRE MOUNTING LOCATIONS IN MECHANICAL AND TECHNOLOGY EQUIPMENT SPACES WITH SUCH DIVISION'S CONTRACTOR OR SUPPLIER PRIOR TO ROUGH-IN TO ENSURE LUMINAIRES ARE ACCESSIBLE AFTER EQUIPMENT IS INSTALLED. 4. RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. 5. SUPPORT ALL LUMINAIRES FROM STRUCTURE. LAY-IN FIXTURES SHALL BE SUPPORTED WITH TWO #12AWG WIRES FROM OPPOSITE ENDS UNLESS OTHERWISE NOTED. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESENCE OF NEUTRAL AND GROUND CONDUCTORS WHERE EXISTING LIGHT SWITCHES ARE TO BE REPLACED WITH NEW OCCUPANCY SENSOR CONTROL SWITCHES. PROVIDE REQUIRED NEUTRAL AND/OR GROUND IF EXISTING IS NOT PRESENT, AND WHERE REQUIRED FOR PROPER OPERATION OF NEW LIGHTING CONTROL DEVICE(S). 7. ALL DEVICES FED FROM AN EMERGENCY CIRCUIT SHALL BE RED. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY SWITCH PACKS FOR OCCUPANCY SENSORS TO PROVIDE FUNCTION INDICATED. 9. ALL OCCUPANCY SENSORS SHALL HAVE AN AUXILIARY CONTACT THAT WILL ALLOW THEM TO INTERFACE WITH THE HVAC SYSTEM. 10. ALL LIGHTING IN DAYLIGHT ZONES SHALL BE CONTROLLED BY DAYLIGHT DIMMING DEVICE FOR ALL OCCUPIED AREAS WITH 150VA OR MORE LIGHTING LOAD IN THE DIMMING AREA. CONTROLS SHALL CONSIST OF WALL MOUNTED MANUAL DIMMING SWITCH FOR USER CONTROL AND CEILING MOUNTED DAYLIGHT SENSOR FOR AUTOMATIC CONTROL. CEILING DAYLIGHT SENSORS SHALL BE PLACED IN DAYLIGHT CONTROL ZONES PER MANUFACTURER’S RECOMMENDATION. SYSTEM SHALL INCLUDE PROGRAMMABLE CONTROLLER LOCATED ABOVE ACCESSIBLE CEILING FOR SYSTEM CONTROL INTEGRATION. MANUAL DIMMERS SHALL BE PROGRAMMED TO LIMIT HIGH LEVEL TO NO MORE THAN ALLOWED BY DAYLIGHT SENSOR. 11. EXIT SIGNS UNSWITCHED UNLESS OTHERWISE INDICATED. 12. ALL EXIT SIGNS SHALL BE CIRCUITED TO LIGHTING CIRCUIT SERVING OTHER LUMINAIRES IN THE SAME SPACE AS THE EXIT SIGNS. 13. ALL EMERGENCY BATTERY PACKS SHALL BE WIRED AHEAD OF LOCAL SWITCHING AND SHALL NOT AFFECT THE NORMAL OPERATION OF THE LUMINAIRE. PROVIDE UNSWITCHED HOT CONDUCTOR TO BATTERY PACKS AS REQUIRED PER MANUFACTURER’S INSTALLATION AND CONTROL INTENT. 14. ALL EMERGENCY LIGHTING SHALL BE NORMALLY CONTROLLED. LOSS OF UTILITY POWER SHALL ENERGIZE ALL EGRESS LIGHTING TO FULL BRIGHT. THE DESIGN SHALL MEET ALL UL STANDARDS FOR EMERGENCY REQUIREMENTS. 15. LUMINAIRES WITH THE TAG "NL" INDICATE NIGHT LIGHTING (ALWAYS ON) UNLESS NOTED OTHERWISE. 16. PROVIDE UNIT PRICE FOR ADDITIONAL EXIT SIGN(S) AND INSTALLATION AS REQUIRED BY INSPECTOR (AHJ). 17. LOW VOLTAGE LIGHTING CONTROL WIRING IN EXPOSED SPACES SHALL BE RUN CONCEALED IN WALLS WHERE POSSIBLE. EXPOSED RUNS ACROSS CEILING SHALL BE RUN IN CONDUIT, PAINTED TO MATCH ADJACENT FINISH. ELECTRICAL ONE-LINE GENERAL NOTES 1. DISTRIBUTION EQUIPMENT SHALL BE FULLY RATED (NOT SERIES RATED). 2. PROVIDE A FRAMED RECORD DRAWING OF ONE-LINE MOUNTED NEAR MDP. 3. SOME PANELBOARDS HAVE MULTIPLE SECTIONS. REFER TO FLOOR PLANS AND PANEL SCHEDULES FOR NUMBER OF SECTIONS PER PANELBOARD AND ADDITIONAL INFORMATION ON BRANCH CIRCUITING. IF USING AN 84-POLE SINGLE SECTION PANEL, WIREWAY SHALL NOT BE LOCATED MORE THAN 2’ABOVE PANEL UNLESS WIRING IS DERATED. 4. CONNECTION OF CONDUCTORS TO EQUIPMENT TERMINALS SHALL BE IN ACCORDANCE WITH NEC SECTION 110.14. 5. ALL BRANCH CIRCUIT WIRING, GROUNDING ELECTRODE CONDUCTORS, MOTOR CIRCUIT CONDUCTORS, AND ALL FEEDERS 100A AND LESS SHALL UTILIZE COPPER CONDUCTORS. ALUMINUM CONSIDERED PER SPECIFICATION REQUIREMENTS AND OWNER / ENGINEER APPROVAL. 6. A PRIMARY DISCONNECTING MEANS SHALL BE PROVIDED WITHIN SIGHT OF ALL TRANSFORMERS UNLESS THE LOCATION OF THE DISCONNECT IS FIELD MARKED ON THE TRANSFORMER AND THE REMOTE DISCONNECTING MEANS IS LOCKABLE. EC SHALL CONFIRM THAT THE PROPOSED INSTALLATION IS ACCEPTABLE WITH THE AHJ PRIOR TO ORDERING EQUIPMENT. 7. A SECONDARY DISCONNECTING MEANS SHALL BE PROVIDED WITHIN TEN FEET OF THE SECONDARY SIDE OF THE TRANSFORMER. IF THE PANEL BEING FED BY THE TRANSFORMER IS NOT WITHIN TEN FEET OF THE TRANSFORMER, A DISCONNECT SWITCH SIZED PER THE TRANSFORMER SCHEDULE SHALL BE PROVIDED. EC SHALL CONFIRM THAT THE PROPOSED INSTALLATION IS ACCEPTABLE WITH THE AHJ PRIOR TO ORDERING EQUIPMENT. 8. SHORT CIRCUIT CURRENT CALCULATIONS AND AIC RATINGS ON DRAWINGS SHALL BE CONSIDERED PRELIMINARY (BASED ON ENGINEER ASSUMPTION OF UTILITY TRANSFORMER SIZE AND FEEDER LENGTHS) FOR CONTRACTOR PRICING PURPOSES. CONTRACTOR SHALL PERFORM SHORT CIRCUIT CURRENT CALCULATIONS AND ARCH-FLASH STUDY FOR BUILDING ELECTRICAL DISTRIBUTION BASED ON INTENDED INSTALLATIONS AND ISSUE SUCH STUDY WITH DISTRIBUTION EQUIPMENT SUBMITTALS. UTILIZE TRANSFORMER SIZE AND AVAILABLE FAULT LEVEL AS DICTATED BY UTILITY COMPANY FOR SUCH CALCULATIONS. BASED ON STUDY, CONTRACTOR SHALL: A. ADJUST AIC RATINGS OF EQUIPMENT IN SUBMITTALS BASED ON SHORT CIRCUIT CURRENT STUDY. B. PROVIDE ARC-FLASH HAZARD WARNING LABELING ON EQUIPMENT PER NEC REQUIREMENTS BASED ON SUCH STUDY RESULTS. C. COORDINATE WITH MECHANICAL CONTRACTOR TO ENSURE THAT MECHANICAL EQUIPMENT AIC RATINGS ARE ABOVE SUCH CALCULATED SHORT CIRCUIT CURRENT LEVELS. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL FUSED DISCONNECT SWITCHES TO ASSIST MECHANICAL CONTRACTOR WITH RESOLUTION OF CONDITIONS WHERE LARGER AIC RATINGS OF MECHANICAL EQUIPMENT IS NOT AVAILABLE BUT LET THROUGH OF FUSES AND AIC RATING OF FUSED DISCONNECT CAN ADDRESS THE ISSUE. POWER PLAN GENERAL NOTES 1. PROVIDE FUSES SIZED FOR EQUIPMENT INDICATED TO HAVE A FUSED DISCONNECT PER EQUIPMENT MANUFACTURER REQUIREMENTS. 2. DISCONNECT SWITCH LOCATIONS ARE SHOWN DIAGRAMMATICALLY AND SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO SUIT EQUIPMENT AND SPACE. DISCONNECT SWITCHES SHALL BE WITHIN SIGHT OF THE EQUIPMENT THEY SERVE AND MOUNTED AT A MAXIMUM 6'-3" TO THE TOP OF THE OPERATING HANDLE. MAINTAIN NEC WORKSPACE CLEARANCES AND REQUIREMENTS. 3. RECEPTACLES INDICATED TO BE MOUNTED ABOVE COUNTER ARE TO BE MOUNTED HORIZONTALLY 6" ABOVE COUNTER. 4. COORDINATE AND VERIFY EXACT MOUNTING LOCATIONS AND HEIGHTS OF WALL AND FLOOR DEVICES WITH ARCHITECTURAL PLANS, ELEVATIONS, AND MILLWORK SHOP DRAWINGS OR ANY FURNITURE OR SPECIALTY EQUIPMENT SUPPLIER DRAWINGS PRIOR TO ROUGH-IN. HEIGHTS INDICATED ARE TO THE CENTERLINE OF THE DEVICE UNLESS OTHERWISE INDICATED. 5. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL, PLUMBING, FIRE/LIFE SAFETY, AND TECHNOLOGY EQUIPMENT WITH MECHANICAL, PLUMBING, FIRE/LIFE SAFETY, AND TECHNOLOGY DRAWINGS, SPECIFICATIONS, DETAILS AND CONTRACTORS PRIOR TO ROUGH-IN. 6. NO RECEPTACLES SHALL BE MOUNTED BELOW +18" AFF UNLESS NOTED OTHERWISE. 7. FOR RECEPTACLES DENOTED "TV", COORDINATE RECEPTACLE LOCATION AND MOUNTING HEIGHT WITH TV BRACKET AND CATV OUTLET PRIOR TO ROUGH-IN. 8. THE CONTRACTOR SHALL TAKE DIMENSIONS FOR FLOOR MOUNTED DEVICES FROM ARCHITECTURAL AND VENDOR DRAWINGS. 9. ALL 125V THROUGH 250V RECEPTACLES INSTALLED FOR VENDING MACHINES OR IN LOCKER ROOMS, BATHROOMS, KITCHENS, ROOFTOPS, SHOPS, AND OUTDOORS, AND WITHIN 6' OF THE OUTSIDE EDGE OF SINKS OR A WATER SOURCE SHALL BE GFCI TYPE IN AN ACCESSIBLE LOCATION PER NEC OR PROTECTED BY A GFCI BREAKER. WHERE RECEPTACLE IS NOT READILY ACCESSIBLE, PROVIDE A REMOTE GFCI RESET BUTTON IN AN ACCESSIBLE LOCATION AND A NON-GFCI RECEPTACLE IN THE INACCESSIBLE LOCATION. DO NOT DAISY CHAIN OR FEED-THROUGH GFCI DEVICES. 10. FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT SHALL BE WITH SEAL TIGHT FLEX AND APPROVED FITTINGS. DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT. 11. RECEPTACLES MOUNTED BACK-TO-BACK IN FIRE RATED WALLS SHALL BE PROVIDED WITH A THROUGH-PENETRATION FIRESTOP SYSTEM. 12. ALL EXTERIOR RECEPTACLES TO HAVE METALLIC WEATHERPROOF WHILE IN-USE COVERS. 13. PROVIDE AND INSTALL AN OUTLET WITHIN 25' OF HVAC EQUIPMENT. 14. CONNECTIONS TO ITEMS INDICATED BY WORK NOTES OR OTHER NOTATION SHALL BE 20A, 120V, (2#12,1#12G)3/4"C UNLESS NOTED OTHERWISE. 15. PROVIDE MINIMUM 4”SQUARE OUTLET BOX, SINGLE GANG MUD RING AND BLANK SINGLE GANG COVER PLATE FOR ALL INDIVIDUAL TELEPHONE, DATA, COMBINATION TELE/DATA AND TELEVISION OUTLETS. [ROUTE 1”CONDUIT WITH PULL WIRE TO 6” ABOVE ACCESSIBLE CEILING] (OR) [PROVIDE 1”CONDUIT WITH PULL WIRE TO CORRIDOR CABLE TRAY LOCATION UNLESS NOTED OTHERWISE]. PROVIDE INSULATED THROAT CONNECTOR ON CONDUIT ENDS. SITE PLAN GENERAL NOTES 1. REFER TO LIGHTING PLANS FOR WALL MOUNTED EXTERIOR LUMINAIRES. 2. ALL UTILITY INFRASTRCUTURE SHALL BE COORDINATED WITH UTILITY PROVIDER HOLY CROSS ENERGY. TELECOMMUNICATION ROOM GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CEILING MOUNTED LIGHTING FIXTURES WITHIN THE TELECOMMUNICATIONS ROOMS AND SHALL PROVIDE A MINIMUM OF 50 FOOT CANDLES OF LIGHT MEASURED AT 3 FEET A.F.F. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN ANSI-J-STD-607-A COMPLIANT TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM FOR THE TECHNOLOGY SYSTEMS INSTALLED WITHIN THE TELECOMMUNICATIONS ROOM. 3. THE ELECTRICAL CONTRACTOR SHALL BOND ALL CONDUITS, LADDER RACK, EQUIPMENT RACKS AND CABINETS TO THE GROUNDING BUS BAR LOCATED IN IT ROOM. 4. ALL WALL-MOUNTED DEVICES IN DATA/IT ROOMS SHALL BE FLUSH MOUNTED WITH PLYWOOD INSTALLED ON WALLS BY GENERAL CONTRACTOR. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 2 5 : 4 4 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E0.02 ELECTRICAL PROJECT NOTES 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW 01/18/23 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 2 5 : 4 4 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E0.03 LIGHTING SCHEDULES 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW LUMINAIRE SCHEDULE KEY SOURCE POWER DESCRIPTION FINISH MOUNTING MANUFACTURER CATALOG # NOTES TYPE CRI CCT DELIVERED LUMENS VOLT VA DRIVER/ BALLAST DIMMING TYPE MOUNT HEIGHT A1 LED 80+ 3500K 4000 277 V 34 0-10V 10% 2X2 INDIRECT TROFFER - FRONT OF HOUSE WHITE RECESSED CLG LITHONIA - 2GTL A1E LED 80+ 3500K 4000 277 V 34 0-10V 10% 2X2 INDIRECT TROFFER - FRONT OF HOUSE TO INVERTER WHITE RECESSED CLG LITHONIA - 2GTL C1 LED 80+ 3500K 5000 277 V 33 0-10V 10% 4FT LED STRIP WHITE SUSPENDED BOF 9FT AFF LITHONIA - CLX ROUND DIFFUSE LENS, WIREGUARD, CHAIN HANGING KIT C1E LED 80+ 3500K 5000 277 V 33 0-10V 10% 4FT LED STRIP - TO INVERTER WHITE SUSPENDED BOF 9FT AFF LITHONIA - CLX SAME AS C1 C2E LED 80+ 3500K 9000 277 V 77 0-10V 10% 4FT LED STRIP - HIGH OUPUT TO INVERTER WHITE SUSPENDED BOF 9FT AFF LITHONIA - CLX SAME AS C1 D1 LED 80+ 3500K 12,000 277 V 103 0-10V 10% 8FT LED VAPORTITE - WASH BAY WHITE SUSPENDED BOF 24FT AFF LITHONIA - CSVT MEDIUM DISTRIBUTION, FROSTED HIGH IMPACT ACRYLIC LENS, PENDANT MOUNT D1E LED 80+ 3500K 12,000 277 V 103 0-10V 10% 8FT LED VAPORTITE - TO INVERTER WHITE SUSPENDED BOF 24FT AFF LITHONIA - CSVT MEDIUM DISTRIBUTION, FROSTED HIGH IMPACT ACRYLIC LENS, PENDANT MOUNT EW1 LED 70+ 4000K 49,418 277 V 300 0-10V 10% WALL MOUNT TRUNNION LED FLOODLIGHT BLACK WALL BOF 32FT AFG SPECGRADE - MFL BLACK FINISH, TYPE 2 DISTRIBUTION, GLARE SHIELD, TILT BRACKET EW2 LED 70+ 4000K 4975 277 V 46 0-10V 10% WALL MOUNT PARKING / AREA LIGHT BLACK WALL BOF 19FT AFG U.N.O LITHONIA - DSXW1 TYPE 3S DISTRIBUTION, WALL MOUNT WIDE, WALL MOUNT 1 F1 LED 80+ 3500K 48,000 277 V 388 0-10V 10% LED HANGAR HIGH BAY WHITE SUSPENDED BOF 32FT AFG LITHONIA - IBL WIDE DISTRIBUTION, SEMI DIFFUSE ACRYLIC LENS, 277V TWIST LOCK RECEPTACLE AND 6FT CORD TO CONNECT TO CEILING MOUNTED RECEPTACLE. WP1E LED 70+ 3000K 1500 277 V 12 0-10V 10% EXTERIOR LED WALLPACK - TO INVERTER BLACK WALL BOF 8FT AFG LITHONIA - WST VISUAL COMFORT WIDE DISTRIBUTION X1 LED - - - 277 V 5 N/A N/A SINGLE FACE EXIT SIGN WHITE CLG / PENDANT RE: PLANS LITHONIA - LQM GREEN LETTERING, AC ONLY X2 LED - - - 277 V 5 N/A N/A SINGLE FACE PHOTLUMINESCENT EXIT SIGN WHITE CLG / PENDANT RE: PLANS LITHONIA - D WHITE ENCLOSURE, GREEN LETTERING, 20 YEAR LUMINOUS LIFE (1) REFER TO LIGHTING PLAN FOR ADDITIONAL FIXTURE MOUNTING HEIGHT INFORMATION BASED ON WALL ORIENTATION. LUMINAIRE SCHEDULE PROJECT SPECIFIC NOTES D. COORDINATE AND VERIFY LOCATION(S) OF REMOTE BALLASTS, LED DRIVERS, AND/OR POWER SUPPLIES WITH ARCHITECT AND MANUFACTURER'S RECOMMENDATIONS. C. SUBMITTALS FOR ALL LUMINAIRES MUST INCLUDE PROJECT SPECIFIC SHOP DRAWINGS INDICATING ALL PARTS AND ACCESSORIES REQUIRED FOR A COMPLETE AND OPERATIONAL ASSEMBLY. B. VERIFY EXACT LENGTHS OF LUMINAIRE COMPONENTS WITH ARCHITECTURAL RCP AND ARCHITECTURAL ELEVATIONS PRIOR TO STARTING WORK. A. COORDINATE AND VERIFY ALL LUMINAIRE REQUIREMENTS WITH ARCHITECT PRIOR TO SUBMITTALS INCLUDING, BUT NOT LIMITED TO, MOUNTING METHOD, MOUNTING HEIGHT(S), AND FINISHES AND/OR COLORS. LUMINAIRE SCHEDULE GENERAL NOTES LIGHTING CONTROLS SCHEDULE KEY DEVICE TYPE/DESCRIPTION AUTO ON AUTO OFF MANUAL ON MANUAL OFF TECHNOLOGY COVERAGE PATTERN VOLTAGE NUMBER OF BUTTONS MANUFACTURER NOTES 1W LOW VOLTAGE ADJUSTABLE OCCUPANCY SENSOR X X 90 DEG 24 V (1) (2) 1L SINGLE BUTTON LOW VOLTAGE SWITCH WITH ON/OFF AND 0-10V DIMMING CONTROL X X 24 V 1 PER SPEC 2L MULTI BUTTON LOW VOLTAGE SWITCH WITH ON/OFF AND 0-10V DIMMING CONTROL X X 24 V 2 PER SPEC 5L MULTI BUTTON LOW VOLTAGE SWITCH WITH ON/OFF AND 0-10V DIMMING CONTROL X X 24 V 5 PER SPEC 1T LOW VOLTAGE SWITCH WITH ON/OFF CONTROL AND INTEGRAL TIMER X 24 V - PER SPEC 1C LOW VOLTAGE OCCUPANCY SENSOR X X DUAL 360 DEG 24 V - PER SPEC (1) (2) AIM SENSOR TO PROVIDE BEST COVERAGE. AIM TO AVOID FALSE READINGS FROM OUTSIDE OF THE SPACE CONTROLLED. (1) PROVIDE ALL REQUIRED RELAYS, ROOM CONTROLLERS, ETC. FOR A COMPLETE AND OPERATIONAL SYSTEM. LIGHTING CONTROLS SCHEDULE PROJECT SPECIFIC NOTES F. COORDINATE ENGRAVING OF MULTI-BUTTON SWITCHES WITH OWNER PRIOR TO ORDERING AND INSTALLATION. E. COORDINATE OCCUPANCY AND PHOTOCELL LOCATIONS FOR OPTIMAL PERFORMANCE BASED ON MANUFACTURER'S RECOMMENDATIONS. D. ALL DEVICES SHALL BE CALIBRATED BY THE VENDORS STARTUP TEAM. ELECTRICAL CONTRACTOR SHALL SCHEDULE THIS PRIOR TO FINAL PUNCH. C. ALL DEVICES SHALL BE OF THE SAME MANUFACTURER, UNLESS NOTED OTHERWISE. B. ALL SENSOR LAYOUTS AND QUANTITIES ARE SCHEMATIC IN NATURE AND ARE SHOWN ONLY TO COMMUNICATE THE DESIGN INTENT OF EACH SPACE. A. PROVIDE PROJECT SPECIFIC SHOP DRAWINGS FOR ALL LIGHTING CONTROLS ASSOCIATED WITH THIS PROJECT. PROVIDE FLOOR PLANS WITH ALL DEVICES LOCATED, CONTROL DIAGRAMS WITH WIRING CONNECTIONS SHOWN, EQUIPMENT LOAD CALCS, AND CUT SHEETS. LIGHTING CONTROLS SCHEDULE GENERAL NOTES 01/18/23 GENERAL NOTES A. COORDINATE AND VERIFY ALL EQUIPMENT REQUIREMENTS WITH SUPPLIER AND MECHANCAL DRAWINGS PRIOR TO SUBMITTALS INCLUDING, BUT NOT LIMITED TO, VOLTAGE, OVERCURRENT PROTECTION, CONTROL, DISCONNECTING MEANS, ETC. NOTES 1. PROVIDE TIME CLOCK FOR CONTROL. COORDINATE FINAL PROGRAMMING WITH OWNER AND MECHANICAL. 2. PROVIDE CONNECTION TO CONDENSATE PUMP VIA SEPARATE TOGGLE DISCONNECT. 3. INDOOR UNIT POWERED FROM OUTDOOR UNIT. PROVIDE CIRCUITING BETWEEN UNITS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. FIELD COORDINATE FINAL RECEPTACLE LOCATION WITH EQUIPMENT PROVIDER. 5. WIRE THROUGH FIRE ALARM SYSTEM FOR SHUTDOWN UPON SYSTEM ACTIVATION. COORDINATE WITH FIRE ALARM CONTRACTOR. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 2 5 : 4 6 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E0.04 MECHANICAL EQUIPMENT SCHEDULE 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW MECHANICAL EQUIPMENT SCHEDULE (MQ) PLAN CODE DESCRIPTION LOAD DATA KVA DISCONNECT PANEL CIRCUIT CB SIZE FEEDER SIZE NOTESVOLTAGE PH HP FLA KW MCA MOCP TYPE SIZE FUSE SIZE NEMA RATING AC-1 AIR COMPRESSOR 480 V 3 5 8 A 0 A 6.3 ESS 30/3 PER MANF PER SPEC MDP-1 31 20 1[(3#12 + 1#12G)CU 3/4""C] B-1 GAS FIRED BOILER 120 V 1 23 A 0 A 2.5 ESS 30/1 PER MANF PER SPEC LNL3 19 50 1[(1#10 + 1#10N + 1#10G)CU 3/4""C] CF-1 HVLS CEILING FAN 480 V 3 1 2 A 0 A 1.8 ESS 30/3 PER MANF PER SPEC MDP-1 32 20 1[(3#12 + 1#12G)CU 3/4""C] 5 CF-2 HVLS CEILING FAN 480 V 3 1 2 A 0 A 1.8 ESS 30/3 PER MANF PER SPEC MDP-1 33 20 1[(3#12 + 1#12G)CU 3/4""C] 5 CF-3 HVLS CEILING FAN 120 V 1 3/4 14 A - - 0 A 1.7 STO 15/1 PER MANF PER SPEC LNL3 42 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] 5 CU-1 CONDENSING UNIT 208 V 1 0 A 14.1 0 A 3.0 ESS 30/2 PER MANF PER SPEC LNL1 2,4 20 1[(2#10 + 1#10N + 1#12G)CU 3/4""C] CU-2 CONDENSING UNIT 208 V 1 0 A 14.1 0 A 3.0 ESS 30/2 PER MANF PER SPEC LNL1 6,8 20 1[(2#10 + 1#10N + 1#12G)CU 3/4""C] CU-3 CONDENSING UNIT 208 V 1 0 A 14.1 0 A 3.0 ESS 30/2 PER MANF PER SPEC LNL1 10,12 20 1[(2#10 + 1#10N + 1#12G)CU 3/4""C] CU-4 CONDENSING UNIT 208 V 1 0 A 14.1 0 A 3.0 ESS 30/2 PER MANF PER SPEC LNL1 14,16 20 1[(2#10 + 1#10N + 1#12G)CU 3/4""C] DCU-1 SPLIT SYSTEM - OUTDOOR UNIT 208 V 1 0 A 20 30 A 4.2 ESS 30/2 PER SPEC LNL2 10,12 30 1[(2#10 + 1#10N + 1#10G)CU 3/4""C] DFC-1 SPLIT SYSTEM - INDOOR UNIT 208 V 1 0 A 0 A 0.0 STO 20/2 PER SPEC - 1[(2#12 + 1#12N + 1#12G)CU 3/4""C] 2,3 ECUH-1 ELECTRIC CABINET UNIT HEATER 480 V 3 0 A 10 0 A 10.0 ESS 30/3 PER SPEC MDP-1 34 20 1[(3#12 + 1#12G)CU 3/4""C] EF-1 EXHAUST FAN 120 V 1 1/4 0 A 0 A 0.7 STO 15/1 PER SPEC LNL2 7 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] 1 EF-2 EXHAUST FAN 120 V 1 1/4 0 A 0 A 0.7 STO 15/1 PER SPEC LNL2 9 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] EF-3 EXHAUST FAN 120 V 1 3/4 0 A 0 A 1.7 STO 15/1 PER SPEC LNL3 2 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] EUH-1 ELECTRIC UNIT HEATER 480 V 3 0 A 5 0 A 5.0 ESS 30/3 PER SPEC MDP-1 13 20 1[(3#12 + 1#12G)CU 3/4""C] EUH-2 ELECTRIC UNIT HEATER 480 V 3 0 A 3.3 0 A 3.3 ESS 30/3 PER SPEC MDP-1 21 20 1[(3#12 + 1#12G)CU 3/4""C] EWH-1 ELECTRIC WALL HEATER 208 V 1 0 A 1 0 A 1.0 BY DIV 23 -- PER SPEC LNL3 15,17 20 1[(2#12 + 1#12N + 1#12G)CU 3/4""C] F-1 GAS FIRED FURNACE 120 V 1 11 A 0 A 1.3 STO 15/1 PER SPEC LNL1 1 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] F-2 GAS FIRED FURNACE 120 V 1 11 A 0 A 1.3 STO 15/1 PER SPEC LNL1 17 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] F-3 GAS FIRED FURNACE 120 V 1 11 A 0 A 1.3 STO 15/1 PER SPEC LNL1 33 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] F-4 GAS FIRED FURNACE 120 V 1 11 A 0 A 1.3 STO 15/1 PER SPEC LNL2 14 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GDP-1 GAS DETECTION PANEL 120 V 1 2 A 0 A 0.5 STO 15/1 PER SPEC LNL3 24 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GDP-1 GAS DETECTION PANEL 120 V 1 2 A 0 A 0.5 STO 15/1 PER SPEC LNL3 21 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GF-1 GLYCOL FEEDER 120 V 1 12 A 0 A 1.5 5-15R - PER SPEC LNL3 7 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] 4 GRH-1 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 24 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-2 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 24 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-3 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 22 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-4 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 22 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-5 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 18 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-6 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 18 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-7 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 20 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-8 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL1 20 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GRH-9 GAS FIRED RADIANT HEATER 120 V 1 - 1 A - - 0 A 0.3 STO 15/1 PER MANF PER SPEC LNL3 12 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] GWH-1 GAS FIRED WATER HEATER 120 V 1 12 A 0 A 1.8 5-15R - PER SPEC LNL2 18 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] 4 MD-1 MOTORIZED DAMPER 120 V 1 1 A 0 A 0.3 STO 15/1 PER SPEC LNL1 1 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] MD-1 MOTORIZED DAMPER 120 V 1 1 A 0 A 0.3 STO 15/1 PER SPEC LNL1 17 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] MD-1 MOTORIZED DAMPER 120 V 1 1 A 0 A 0.3 STO 15/1 PER SPEC LNL1 33 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] MD-1 MOTORIZED DAMPER 120 V 1 1 A 0 A 0.3 STO 15/1 PER SPEC LNL2 14 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] P-1 HYDRONIC PUMP 208 V 3 5 0 A - 0 A 6.3 ESS 60/3 PER SPEC LNL3 9,11,13 35 1[(3#8 + 1#10N + 1#12G)CU 3/4""C] PP-1 HOT WATER CIRCULATION PUMP 120 V 1 5 A 0 A 1.0 STO 15/1 PER SPEC LNL2 24 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] PW-1 WASH BAY COLD WATER PRESSURE WASHER 480 V 3 7.5 0 A 0 A 6.3 ESS 30/3 PER SPEC MDP-1 20 20 1[(3#12 + 1#12G)CU 3/4""C] RD-1 REFRIGERATED AIR DRYER 120 V 1 2 A 0 A 0.2 STO 20/1 PER SPEC LNL3 40 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] SMCP-1 SNOW MELT CONTROL PANEL 120 V 1 2 A 0 A 0.5 - 15/1 PER SPEC LNL3 5 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-1 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 24 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-2 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 24 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-3 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 22 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-4 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 22 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-5 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 18 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-6 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 18 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-7 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 20 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-8 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL1 20 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] T-GRH-9 LINE VOLTAGE THERMOSTAT 120 V 1 2 A 0 A 0.3 - 15/1 PER SPEC LNL3 12 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] WS-1 WATER SOFTENER 120 V 1 12 A - 0 A 1.8 5-15R - PER SPEC LNL1 32 20 1[(1#12 + 1#12N + 1#12G)CU 3/4""C] 4 01/18/23 Gas CA CA CA Global 7500 J J E1 CT-1 UTIL-1 MSD-1 E16 EVC EVC LNL1-82,84 LNL1-78,80 E26 1 GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 0 1 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E1.01 ELECTRICAL SITE PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW N 0 32'32' 16' 1/32" = 1'-0" 1 ELECTRICAL SITE PLAN WORK NOTES E1 PROPOSED UTILITY TRANSFORMER LOCATION. COORDINATE FINAL REQUIREMENTS WITH UTILITY PROVIDER (HOLY CROSS ENERGY), CIVIL, AND ARCHITECT. E16 PROVIDE (2) 2 INCH CONDUITS BELOW GRADE FOR BUILDING IT INTERCONNECTION. EXTEND OUT FROM BUILDING INTO TURF AREA, CAP, AND LABEL. TURN UP INTO IT ROOM AND EXTEND 12 INCHES ABOVE FINISHED FLOOR. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH ARCHITECT AND CIVIL. E26 PROVIDE (2) 208V CIRCUITS TO CAR CHARGING PEDESTAL WITH (2) LEVEL 2 CHARGERS, EVC. PROVIDE (2#4 +1#10G)1"C BRANCH CIRCUIT FOR EACH OF (2) CHARGERS/CIRCUITS. PROVIDE (2) LEVITON #EV480 CHARGERS WITH RFID CAPABILITIES, (1) LEVITON #EPCM1 PEDESTALS WITH MOUNTING TEMPLATES AND RETRACTABLE CORD MANAGEMENT SYSTEM, AND (6) LEVITON #ERFID CARDS. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. PEDESTAL SHALL BE LOCATED BEHIND CURB OUT OF BUMPER REACH. BTN-1 06-16-23 1 06/15/23 HB HB HB CA CA CA Global 7500 MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ J J J J J J J J J J J J J J J S S S S S S S S S S S MQ J J J J J S J MQ MQ MQ MQ JJ J MQ GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 4 5 6 9 10 11 12 A C D E F G H I J K L M Hangar 100 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 Boiler 112 7 8 B EF-3 GRH-9 T-GRH-5 T-GRH-9 GDP-1 DCU-1 CU-4 CU-3 EF-2 EF-1 48" 48" 48"48" F-3 F-2 F-1 MD-1 MD-1 MD-1 CU-1 CU-2 T-GRH-1 GRH-5 GRH-6 GRH-7 GRH-1 GRH-2 GRH-3 GRH-8 GRH-1 GRH-4 T-GRH-5 T-GRH-7 T-GRH-3 EUH-1 E5.01 1 CF-1 CF-2 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR AC AC EWC 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR HT HT HT HT HT HT HT HT HT HT 48" WP/WR HGD HGD 480/3/60A 48" 48" WP/WR 480/3/60A48"480/3/60A48" 480/3/60A 48" OHD OHD OHD CR CR CR CR CR 2D 2D 2D 2D LNL1 T-LNL1 INV-1MDP-1 E5 E6 CR WS-1 E5.01 2 E5.01 3 GD GD S E11 E10 LCP-1 LNL3 SIGN SIGN E12 E12 E3 OHD E4 ELECTRICAL AREA E15E14 E18 LNL3-4 LNL3-6 LNL3-6 LNL3-8 LNL3-10 LNL3-32 LNL3-28 LNL3-26 LNL3-30 E4 E4 E4 LNL3-16 LNL3-14 LNL3-20 LNL3-22 MDP-1-7 MDP-1-8 MDP-1-9 MD P -1-10 MD P -1-11 LN L 1 -36 LN L 1 -38 LNL1-46 MDP-1-12 LNL1-30 MDP-1-14 MDP-1-14 MDP-1-16 MDP-1-16 MDP-1-15 MDP-1-15 HT HT MDP-1-17 MDP-1-17 MDP-1-18 MDP-1-18 MDP-1-19 MDP-1-19 LNL1-3 LNL1-3 LNL1-7 LNL1-23 LNL1-19 LNL1-19 LNL1-35 LNL1-35 LNL1-39 LNL2-1 LNL2-1 LNL2-3 LNL2-3 LNL2-5 LNL2-5 LNL2-11 LNL2-19LNL2-19 LNL2-23 LNL2-23 LNL2-21 LNL2-21 LNL2-21 LN L 2 -17 LN L 2 -15 LN L 2 -13 E19 E20 LN L 1 -41 LN L 1 -37 LN L 1 -37 LN L 1 -25 LN L 1 -21 LN L 1 -9 LN L 1 -21 LN L 1 -5 LN L 1 -5 LNL1-28 LNL1-26 LNL2 LNL1-40 LNL1-42 LNL1-44 E22 LNL1-48 INV-2 INV-3 E23 CR CR SIGN E12 LNL1-50 T-GRH-2 T-GRH-6 T-GRH-8 T-GRH-4 LNL2-3LNL2-1 E24 E24 E25 CF-3 1 CLASS 1, DIVISION 1 BOUNDARY (BELOW FLOOR LEVEL) CLASS 1, DIVISION 2 BOUNDARY (TO 18" ABOVE FLOOR LEVEL) CLASS 1, DIVISION 2 BOUNDARY (TO 18" ABOVE FLOOR LEVEL) CLASSIFICATION AREA - LINE TYPE LEGEND NOTE: ALL MATERIALS AND INSTALLATION WITHIN ONE OF THE ABOVE OUTLINED AREAS, INCLUDING BUT NOT LIMITED TO DEVICES, JUNCTION BOXES, CONDUIT, FITTINGS, ETC. ARE TO BE RATED FOR INSTALLATION WITHIN THE CORRESPONDING HAZARDOUS LOCATION, U.O.N. REFER TO NEC ARTICLE 513 -AIRCRAFT HANGARS FOR INSTALLATION REQUIREMENTS IN HAZARDOUS LOCATIONS. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 0 3 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E2.00 FIRST FLOOR POWER PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW WORK NOTES E22 PROVIDE MAIN GROUND BAR MOUNTED BEHIND TRANSFORMER. REFER TO SINGLE LINE AND SPEC FOR ADDITIONAL INFORMATION. E23 PROVIDE CAMERA HIGH ABOVE BOILER ROOM OVERLOOKING HANGAR. COORDINATE WITH ARCHITECT. E24 PROVIDE 120V CONNECTION TO LAVATORY FAUCET SENSOR. WIRING SHALL BE CONCEALED NEATLY ABOVE AND UNDER SINK. COORDINATE FINAL REQUIREMENTS WITH PLUMBING CONTRACTOR. E25 PROVIDE WEATHERPROOF JUNCTION BOX 6 INCHES BELOW EAVE RECESSED INTO EXTERIOR WALL WITH 1 INCH CONDUIT STUBBED TO INTERIOR FOR POINT TO POINT SYSTEM. COORDINATE FINAL REQUIREMENTS WITH OWNER. WORK NOTES E12 PROVIDE 120V POWER TO BUILDING MOUNTED SIGN HIGH ON WALL NEAR EAVE. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH ARCHITECT. E14 PROVIDE 2 INCH WIDE STRIP AND LETTERING PAINTED ON FLOOR IN SAFETY YELLOW ENAMEL PAINT TO DESIGNATE ELECTRICAL WORKING CLEARANCE AREA 4FT FROM FACE OF TRANSFORMER. PAINT LETTERING AS INDICATED IN 6 INCH HIGH BLOCK LETTERS INSIDE BOUNDARY. E15 ALL ELECTRICAL EQUIPMENT SHALL BE ELEVATED ON UNISTRUT OR APPROVED EQUAL STANDS SUCH THAT BOTTOM OF EQUIPMENT IS MINIMUM 18 INCHES AFF. E18 DEVICES SHALL BE INSTALLED ON WEST (DRY) SIDE OF CURTAIN. COORDINATE WITH MECHANICAL CONTRACTOR. E19 GARBAGE DISPOSAL BELOW SINK. COORDINATE WITH PLUMBING CONTRACTOR. PROVIDE GFCI RECEPTACLE SWITCHED FROM SWITCH ABOVE COUNTER 6 INCHES TO LEFT OF SINK EDGE. E20 ELECTRIC WATER COOLER. PROVIDE RECEPTACLE CONCEALED BEHIND ENCLOSURE SHROUD WITH GFCI PROTECTION BY DEAD-FRONT GFCI MODULE MOUNTED HORIZONTALLY 6 INCHES BELOW BOTTOM OF SHROUD READILY ACCESSIBLE. WORK NOTES E3 PROVIDE 480V,3-PHASE, 40A CONNECTION TO EACH HANGAR DOOR (HGD). 15HP ASSUMED. CIRCUIT SHALL BE 3#10,1#10G IN 3/4"C. E4 PROVIDE 120V,1-PHASE, 20A CONNECTION TO OVERHEAD DOOR. COORDINATE FINAL REQUIREMENTS WITH EQUIPMENT SUPPLIER. PROVIDE WIRING TO CONTROLLER AS REQUIRED. E5 PROVIDE 480V, 4-POLE, 4W, 60A RECEPTACLE CROUSE HINDS #AR641, WITH SPRING DOOR AND ARRH46 BACKBOX, BRANCH CIRCUIT SHALL BE 4#4,1#10G IN 1-1/4"C. PROVIDE NON-FUSED DISCONNECT SWITCH AHEAD OF SPECIALTY OUTLET. TYPICAL OF ALL 60A OUTLETS IN HANGAR. ALL 60A OUTLETS ARE CALCULATED AT 33216VA EACH AND DEMANDED AT 100%. E6 PROVIDE 277V CONNECTION TO GUTTER AND DOWNSPOUT HEAT TRACE (HT) 12W PER LINEAR FOOT, WITH 30MA GFCI CIRCUIT BREAKER. CONTROL SHALL BE AUTOMATIC MOISTURE AND TEMPERATURE SENSING BY RAYCHEM OR APPROVED EQUAL. COORDINATE FINAL REQUIREMENTS WITH ARCHITECT. E10 PROVIDE ROUGH-IN FOR CARD READER (TAGGED 'CR') STUBBED INTO WALL AND UP TO SECURED SIDE OF CEILING SPACE ABOVE. PROVIDE PULL-STRING IN CONDUIT AND BUSHING FOR CONDUIT END. VERIFY EXACT LOCATION OF CARD READER WITH SECURITY ACCESS CONTRACTOR PRIOR TO ROUGH-IN. TYPICAL E11 PROVIDE ROUGH-IN FOR SECURITY CAMERA. PROVIDE PULL-STRING IN CONDUIT AND BUSH FOR CONDUIT END. VERIFY EXACT LOCATION WITH SECURITY CONTRACTOR PRIOR TO ROUGH-IN. TYPICAL. N 0 8'8' 4' 1/8" = 1'-0" 1 FIRST FLOOR POWER PLAN BTN-1 06-16-23 06/15/23 MQMQMQ GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 4 5 6 9 10 11 12 A C Mezzanine Storage 113 7 8 B 48" 48" 48" 48" 48" 48" 48" 48"LNL3-38 LNL3-38 LNL3-38 LNL3-36 LNL3-36 LNL3-34 LNL3-34 LNL3-34 RD-1AC-1ECUH-1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 2 5 : 5 4 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E2.01 MEZZANINE LEVEL POWER PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW WORK NOTES N 0 8'8' 4' 1/8" = 1'-0" 1 MEZZANINE POWER PLAN 01/18/23 HB HB HB CA CA CA LC 2L LC 2L LC 2L LC 2L LC 2L LC 2L LC 2L LC 2L LC1L LC 1L LC 1WLC1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 1C LC 2L LC 2L LC 5L LC 2L LC2L LC 2L LC 5L LC 5L LC 5L LC 5L LC 5L LC 5L LC 5L LC1W LC 1W LC 1W LC 1W LC GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 3 4 5 6 9 10 11 12 A C D E F G H I J K L M Hangar 100 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 Boiler 112 7 8 B REFER TO MEZZANINE PLAN FOR LIGHTS IN THIS AREA (OPEN TO ABOVE) A1E A1 A1 A1 A1 A1 A1 A1 A1E A1 A1 A1E A1 A1 A1 A1E A1 A1 A1E A1 A1 A1 A1 A1 A1 A1 A1E A1 A1 A1 A1 A1EA1A1A1E A1E A1 A1 A1E A1 A1 A1E A1E A1 C1E C1 C1E C1E C1 C2E C2E C2E C2E C2E C2E C2E C2E C2E C2E C2E C2E C1E C1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 WP1E WP1E WP1E WP1E WP1E WP1E WP1E WP1E WP1E X1 X2 X1 X1X1 EW2 EW2 EW2 EW2 EW2 EW2 EW1 EW1 EW1 L5 L1 MDP-1 T-LNL1 LNL1 INV-1 L6 C6 C1 C7 C1 C1 C4 C1 C4 C3 C3 C1 C4 C4 C4 L3 L4 LCP-1 L7 L8 L8 L3 L3 L3 L3 X1 X1 X1 L3 L9 L9 L9 HANGAR DESIGNED TO 57FC FLOOR ILLUMINATION LEVEL PER CLIENT REQUEST. L3 L3 L10 L10 L10 L10 EW2 EW2 EW2 EW2 EW2 EW2 EW2 EW2 LNL3 C1E MDP-1-2 MDP-1-22 MDP-1-23 MDP-1-24 MDP-1-25 MDP-1-25MDP-1-24MDP-1-23MDP-1-2 MDP-1-22 MDP-1-2 MDP-1-22 MDP-1-23 MDP-1-24 MDP-1-25 MDP-1-25MDP-1-24MDP-1-23MDP-1-22MDP-1-2 MDP-1-2 MDP-1-22 MDP-1-23 MDP-1-24 MDP-1-25 INV-1-1INV-1-1INV-1-1INV-1-1 INV-1-1 INV-1-1 INV-1-1 INV-1-1 INV-1-1INV-1-1INV-1-1INV-1-1 INV-2 INV-2-1 MDP-1-26 MDP-1-26 MDP-1-26 MDP-1-26MDP-1-26MDP-1-26MDP-1-26INV-2-1MDP-1-26 MDP-1-26 INV-2-1 INV-2-1 MDP-1-26 MDP-1-26 INV-2-1 INV-2-1 MDP-1-26 MDP-1-26 INV-2-1 MDP-1-26 INV-2-1 MDP-1-27 MDP-1-27 MDP-1-27 MDP-1-28 INV-3-1 INV-3-1 MDP-1-28 MDP-1-28 MDP-1-29 MDP-1-29 INV-3-1 INV-3 INV-3-1 INV-3-1 INV-3-1 INV-3-1 INV-3-1 MDP-1-29 INV-3-1 MDP-1-28 MDP-1-28 MDP-1-28 LNL2 INV-2-1 L11 C5 2L © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 2 5 : 5 6 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E3.00 FIRST FLOOR LIGHTING PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW WORK NOTESWORK NOTES L9 NIGHT LIGHT - WIRE LUMINAIRE AHEAD OF ANY SWITCHING ON THE CIRCUIT INDICATED. L10 PROVIDE EXTERIOR RATED CORNER MOUNT OCCUPANCY SENSOR FOR CONTROL OF SPACE MOUNTED AT 10FT AFF. L11 FIXTURES OF THIS TYPE ON THIS WALL MOUNTED BOTTOM OF FIXTURE 32FT AFG. WORK NOTES L1 LUMINAIRE SHALL BE NORMALLY "OFF" TURNING "ON" ONLY UPON LOSS OF NORMAL BUILDING POWER SENSED BY INVERTER AS INDICATED. TYPICAL OF LUMINAIRE TYPE WITHIN HANGAR. L3 INDIVIDUAL ZONE DIMMING CONTROL FOR HANGAR FIXTURE WITH PRIMARY (ALL ZONES) ON/OFF SHALL BE WIRED DOWNSTREAM OF RELAY SUCH THAT RELAY SERVES AS PRIMARY CONTROL. L4 ON/OFF AND DIMMING CONTROLLER FOR APRON FIXTURES SHALL BE WIRED DOWNSTREAM OF RELAY SUCH THAT RELAY SERVES AS PRIMARY CONTROL. L5 DASHED LINE INDICATES HIGH BAY FIXTURES TO BE CONTROLLED TOGETHER. TYPICAL. L6 PROVIDE UL924 WALL MOUNTED LIGHTING INVERTERS SIZED FOR 125% OF CONNECTED EMERGENCY LIGHTING LOAD. REFER TO PANEL 277V PANEL SCHEDULE FOR CONNECTED LOADS. FIELD COORDINATE FINAL MOUNTING LOCATIONS. L7 PROVIDE 16-RELAY LIGHTING CONTROL PANEL WITH TIME AND PHOTO CONTROL FOR FIXTURE CONTROL AS NOTED. PROVIDE PHOTOCELL LOCATED 3FT BELOW EAVE ON NORTH SIDE OF BUILDING WITH CLEAR VIEW OF NORTH SKY. L8 LUMINAIRE SHALL BE CONNECTED TO MINI-INVERTER SYSTEM SUCH THAT THE LUMINAIRES ONLY OPERATE ON BATTERY POWER IF THEY ARE CONTROLLED ON. THEY SHALL NOT AUTOMATICALLY ILLUMINATE UPON LOSS OF NORMAL POWER. N 0 8'8' 4' 1/8" = 1'-0" 1 FIRST FLOOR LIGHTING PLAN LIGHTING CONTROL NOTES C1 SPACE SHALL BE PROVIDED WITH MANUAL CONTROL WITH DIMMING WHERE INDICATED FOR OCCUPANT SAFETY. C3 SPACE SHALL BE PROVIDED WITH CEILING MOUNTED OCCUPANCY SENSOR(S) WITH WALL MOUNTED MANUAL OVERRIDE(S) WITH ON/OFF CONTROL ONLY. C4 SPACE SHALL BE PROVIDED WITH CEILING MOUNTED OCCUPANCY SENSOR(S) WITH WALL MOUNTED MANUAL OVERRIDE(S) WITH ON/OFF AND DIMMING CONTROL. C5 UNLESS NOTED OTHERWISE EXTERIOR LIGHTING SHALL BE CONTROLLED BY RELAYS WITH DEDICATED RELAY PER FIXTURE TYPE FOR TIME OF DAY AND PHOTO CONTROL WITH OVERRIDES LOCATED IN HANGAR AS NOTED. C6 SPACE SHALL BE PROVIDED WITH CONTROL AS NOTED. C7 SPACE SHALL BE PROVIDED WITH HIGH WALL MOUNTED OCCUPANCY SENSOR(S) WITH WALL MOUNTED MANUAL OVERRIDE(S) WITH ON/OFF AND DIMMING CONTROL. 01/18/23 LC 1T LC 1T GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 4 5 6 9 10 11 12 A C Mezzanine Storage 113 7 8 B FIXTURES IN AREA OUTLINED BY DASHED LINE ARE I CONTROLLED FROM BELOW. L2 C1 C1E C1 C1 C1 C1 C1 C1E C1 D1 D1E D1 D1 D1E D1 D1 D1E D1 INV-3-1 INV-3-1 C8 MDP-1-30 MDP-1-30 L2 1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 0 5 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E3.01 MEZZANINE LEVEL LIGHTING PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW WORK NOTES L2 PROVIDE MULTI-WAY LOW VOLTAGE TIMER WITH 2-4-6-8HR INTERVALS WITH 5 MIN WARNING FLASH FOR CONTROL OF MEZZANINE LIGHTING. N 0 8'8' 4' 1/8" = 1'-0" 1 MEZZANINE LIGHTING PLAN LIGHTING CONTROL NOTES C8 MEZZANINE LIGHTING CONTROLLED BY LOCAL LOW VOLTAGE TIMER SWITCH WITH WARNING FLASH AS NOTED. BTN-1 06-16-23 1 06/15/23 Ca m e r a 20 ' MQ MQ MQ MQ MQ MQ N G T SP D M SE 4WG600 LEVEL 1 LEVEL 1 GE C 2 GE C 1 GE C 1 GE C 1 GE C 1 GE C 1 GE C 1 LNL1 T6 GE C PR I SE C LNL2 LNL3 SE 4WG400 MDP1 (HGR) 4WG225 MQ MQ MQ MQ J MQ MQ J MQ GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 44 D EWH-1 P-1 B-1 GF-1 48" 48" 48" EPO E2 SMCP-1 LNL3-1 LNL3-3 LNL3-3 LNL3-3 GDP-1 HOLY CROSS ENERGY UTILITY TRANSFORMER CT-1 NEMA 3R GROUND ROD UFER GROUND BUILDING STEEL COLD WATER PIPE GROUND RING TECHNOLOGY GROUND BAR HANGAR T-LNL1 MSD-1 600AF 600AT NEMA 3R JANITOR GSE MGB 1 6 BAS 2D 48" F-4 PW-1 EUH-2 GWH-1 PP-1 E8 FACP E7 MD-1 LNL2-20 LNL2-16 LNL2-22 6 C DFC-1E9 E17 LNL2-2 LNL2-2 LNL2-4 LNL2-6,8 E21 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 1 0 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E5.01 ELECTRICAL ONE-LINE DIAGRAM 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW D. CONDUIT SIZES BASED ON EMT OR PVC TYPE AS SHOWN AND THW/THHW/THW-2/TW WIRE INSULATION. C. ALL CONDUCTORS ARE COPPER WITH 60°C TERMINATIONS UP TO #1 AWG AND 75°C TERMINATIONS FOR LARGER CONDUCTORS PER NEC 110.14. B. WIRE SIZES CORRELATING TO OVERCURRENT DEVICE SETTING ARE NOT SIZED FOR VOLTAGE DROP. CONTRACTOR IS RESPONSIBLE FOR INCREASING WIRE AND CONDUIT SIZE TO MAINTAIN NO MORE THAN 3% VOLTAGE DROP FOR FEEDERS BASED ON MAX ALLOWABLE LOAD. A. EQUIPMENT GROUNDING CONDUCTOR SIZED PER TABLE 250.122 OF 2020 NEC. NOTES: - MECH REFER TO MECHANICAL EQUIPMENT SCHEDULE GEC2 #6 - SE 2(4#350)3"C-PVC GEC1 #3/0 3000 3WG3000 8[(3#500KCMIL + 1#400KCMILG)3"C] 4WG3000 8[(4#500KCMIL + 1#400KCMILG)3-1/2"C] 2500 3WG2500 7[(3#500KCMIL + 1#350KCMILG)3"C] 4WG2500 7[(4#500KCMIL + 1#350KCMILG)3-1/2"C] 2000 3WG2000 6[(3#500KCMIL + 1#250KCMILG)3"C] 4WG2000 6[(4#500KCMIL + 1#250KCMILG)3-1/2"C] 1600 3WG1600 5[(3#500KCMIL + 1#4/0G)3"C] 4WG1600 5[(4#500KCMIL + 1#4/0G)3-1/2"C] 1200 3WG1200 4[(3#350KCMIL + 1#3/0G)2-1/2"C] 4WG1200 4[(4#350KCMIL + 1#3/0G)3"C] 1000 3WG1000 4[(3#250KCMIL + 1#2/0G)2-1/2"C] 4WG1000 4[(4#250KCMIL + 1#2/0G)3"C] 800 3WG800 2[(3#500KCMIL + 1#1/0G)3"C] 4WG800 2[(4#500KCMIL + 1#1/0G)3-1/2"C] 600 3WG600 2[(3#350KCMIL + 1#1G)2-1/2"C] 4WG600 2[(4#350KCMIL + 1#1G)3"C] 500 3WG500 2[(3#250KCMIL + 1#2G)2-1/2"C] 4WG500 2[(4#250KCMIL + 1#2G)2-1/2"C] 400 3WG400 (3#500KCMIL + 1#3G)3"C 4WG400 (4#500KCMIL + 1#3G)3-1/2"C 350 3WG350 (3#500KCMIL + 1#3G)3"C 4WG350 (4#500KCMIL + 1#3G)3-1/2"C 300 3WG300 (3#350KCMIL + 1#4G)2-1/2"C 4WG300 (4#350KCMIL + 1#4G)3-1/2"C 250 3WG250 (3#250KCMIL + 1#4G)2-1/2"C 4WG250 (4#250KCMIL + 1#4G)2-1/2"C 225 3WG225 (3#4/0 + 1#4G)2"C 4WG225 (4#4/0 + 1#4G)2-1/2"C 200 3WG200 (3#3/0 + 1#6G)2"C 4WG200 (4#3/0 + 1#6G)2"C 175 3WG175 (3#2/0 + 1#6G)2"C 4WG175 (4#2/0 + 1#6G)2"C 150 3WG150 (3#1/0 + 1#6G)1-1/2"C 4WG150 (4#1/0 + 1#6G)2"C 125 3WG125 (3#1 + 1#6G)1-1/2"C 4WG125 (4#1 + 1#6G)2"C 100 3WG100 (3#1 + 1#8G)1-1/4"C 4WG100 (4#1 + 1#8G)1-1/2"C 70 3WG70 (3#4 + 1#8G)1"C 4WG70 (4#4 + 1#8G)1-1/4"C 60 3WG60 (3#4 + 1#10G)1"C 4WG60 (4#4 + 1#10G)1-1/4"C 50 3WG50 (3#6 + 1#10G)3/4"C 4WG50 (4#6 + 1#10G)1"C 40 3WG40 (3#8 + 1#10G)3/4"C 4WG40 (4#8 + 1#10G)3/4"C 30 3WG30 (3#10 + 1#10G)3/4"C 4WG30 (4#10 + 1#10G)3/4"C 20 3WG20 (3#12 + 1#12G)1/2"C 4WG20 (4#12 + 1#12G)3/4"C FEEDER IDENTIFIER COPPER CONDUCTORS IN EMT FEEDER IDENTIFIER COPPER CONDUCTORS IN EMT OC DEVICE SETTING THREE WIRE + GROUND FOUR WIRE + GROUND FEEDER TABLE E. CONDUIT SIZES BASED ON EMT TYPE AND THW/THHW/THW-2/TW WIRE INSULATION. D. CONDUCTORS ARE COPPER WITH 60° C TERMINATIONS UP TO #1 AWG AND 75° C TERMINATIONS FOR LARGER CONDUCTORS PER N.E.C. 110.14. C. SUPPLY SIDE BONDING JUMPER SIZED PER TABLE 250.102(C)(1) OF 2020 N.E.C. B. EQUIPMENT BONDING JUMPER SIZED PER TABLE 250.102(C)(1) OF 2020 N.E.C. A. GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66 OF 2020 N.E.C. NOTES: T9 500 600 750 2[(3#500KCMIL & 1#1/0G)3"C] 1388 1600 5[(4#400KCMIL & 1#250KCMIL-G)4"C] #3/0 T8 300 360 450 2[(3#4/0 & 1#2G)2"C] 833 1000 4[(4#250KCMIL & 1#2/0G)2-1/2"C] #2/0 T7 225 270 350 (3#500KCMIL & 1#3G)3"C 625 700 2[(4#500KCMIL & 1#2/0G)3-1/2"C] #2/0 T6 150 180 225 (3#4/0 & 1#4G)2"C 416 500 2[(4#250KCMIL & 1#1/0G)3-1/2"C] #1/0 T5 112.5 135 175 (3#2/0 & 1#6G)2"C 312 350 (4#500KCMIL & 1#1/0G)3-1/2"C #1/0 T4 75 90 125 (3#1 & 1#6G)1-1/2"C 208 225 (4#4/0 & 1#2G)2-1/2"C #2 T3 45 54 70 (3#4 & 1#8G)1"C 125 150 (4#1/0 & 1#6G)2"C #6 T2 30 36 45 (3#6 & 1#10G)1"C 84 100 (4#1 & 1#6G)2"C #6 T1 15 18 25 (3#10 & 1#10G)3/4"C 42 50 (4#6 & 1#8G)1"C #8 FLA OCP (A) FEEDER (PRI) SEE NOTES: B, D, E FLA OCP (A) FEEDER (SEC) SEE NOTES: B, C, D, E KEY KVA 480 VOLT, 3 PHASE DELTA - PRIMARY 208Y/120 VOLT, 3 PHASE, 4W - SECONDARY GROUND ELECTRODE CONDUCTOR (GEC) SEE NOTE: A DRY TYPE TRANSFORMER SCHEDULE WORK NOTES E2 PROVIDE RED-MUSHROOM STYLE PUSH BUTTON EMERGENCY POWER OFF WITH FLIP COVER LABELED 'BOILER SHUTDOWN'. PROVIDE WIRING TO BOILER CONTROL PANELS FOR SHUTDOWN PURE MANUFACTURER REQUIREMENTS. PROVIDE WETTING VOLTAGE FROM CIRCUIT INDICATED AS REQUIRED. E7 PROVIDE 120V CONNECTION TO FIRE ALARM CONTROL PANEL. COORDINATE FINAL REQUIREMENTS AND LOCATION WITH SYSTEM PROVIDER. E8 PROVIDE 120V CIRCUIT FOR BUILDING AUTOMATION/CONTROLS. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH SYSTEM PROVIDER AND MECHANICAL CONTRACTOR. E9 PROVIDE 208V,1-PHASE, NEMA 6-30R FOR SERVER RACK. CIRCUIT SHALL BE 3#10,1#10G IN 3/4"C. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH OWNER. E17 (2) 2 INCH CONDUITS TURNED UP THROUGH SLAB AND CAPPED 12 INCHES AFF. FINAL STUB UP LOCATION SHALL BE CONFIRMED WITH OWNER AND BE WITHIN 6 INCHES FROM WALL FACE. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION. E21 PROVIDE TECHNOLOGY GROUND BAR PER OWNER REQUIREMENTS. EXTEND GROUND BACK TO MAIN BUILDING GROUND. REFER TO SINGLE LINE FOR ADDITIONAL INFORMATION. 0 4'4' 2' 1/4" = 1'-0" 1 ENLARGED POWER PLAN - BOILER ROOM NOT TO SCALE 4 ELECTRICAL ONE-LINE 1 - PROVIDE AS BOTTOM-MOUNT SUB-FEED BREAKER. CIRCUIT NOTES (NTS) PANEL CAPACITY:500 A SPARE CAPACITY:201 A Appliance - Commercial 1200 VA 100.00% 1200 VA DEMAND CURRENT:299 A Equipment 33668 VA 100.00% 33668 VA Receptacle 33720 VA 64.83% 21860 VA DEMAND LOAD:107643 VA Motor 49340 VA 103.19% 50915 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:40852 VA 36742 VA 40334 VA 83 -- -- -- -- 19020 4992 -- -- -- -- 84 81 -- -- -- -- 20100 4992 60 2 EVC-B 82 79 1 LNL2 3 400 23550 4992 -- -- -- -- 80 77 SPARE 1 20 0 4992 60 2 EVC-A 78 75 SPARE 1 20 0 -- -- 1 SPACE 76 73 SPARE 1 20 0 -- -- 1 SPACE 74 71 SPARE 1 20 0 -- -- 1 SPACE 72 69 SPARE 1 20 0 0 20 1 SPARE 70 67 SPARE 1 20 0 0 20 1 SPARE 68 65 SPARE 1 20 0 0 20 1 SPARE 66 63 SPARE 1 20 0 0 20 1 SPARE 64 61 SPARE 1 20 0 0 20 1 SPARE 62 59 SPARE 1 20 0 0 20 1 SPARE 60 57 SPARE 1 20 0 0 20 1 SPARE 58 55 SPARE 1 20 0 0 20 1 SPARE 56 53 SPARE 1 20 0 0 20 1 SPARE 54 51 SPARE 1 20 0 0 20 1 SPARE 52 49 SPARE 1 20 0 500 20 1 SIGN SOUTH 50 47 TENANT A SPARE 1 20 0 500 20 1 SIGN WEST 48 45 TENANT A SPARE 1 20 0 1500 20 1 HANGAR SOUTH 46 43 TENANT A SPARE 1 20 0 180 20 1 EXT HANGAR SW 44 41 A-EAST 1 20 180 1500 20 1 HANGAR NORTH 42 39 A-SOUTH 1 20 180 1500 20 1 HANGAR OHD NORTH 40 37 A-EAST 1 20 360 1500 20 1 HANGAR EAST ELEC 38 35 A-NORTH/EXT 1 20 360 1500 20 1 HANGAR EAST 36 33 A-F-3 / MD 1 20 1570 34 31 TENANT B SPARE 1 20 0 1800 20 1 WS-1 32 29 TENANT B SPARE 1 20 0 180 20 1 EXT SE / H20 ENTRY 30 27 TENANT B SPARE 1 20 0 500 20 1 EXT EAST SIGN 28 25 B-WEST 1 20 180 180 20 1 EXT EAST 26 23 B-SOUTH 1 20 180 1000 20 1 GRH-1/2 / THERM 24 21 B-EAST 1 20 360 1000 20 1 GRH-3/4 / THERM 22 19 B-NORTH / EXT 1 20 360 1000 20 1 GRH-7/8 / THERM 20 17 B-F-2 / MD 1 20 1570 1000 20 1 GRH-5/6 / THERM 18 15 TENANT C SPARE 1 20 0 1500 -- -- -- -- 16 13 TENANT C SPARE 1 20 0 1500 20 2 CU-4 14 11 TENANT C SPARE 1 20 0 1500 -- -- -- -- 12 9 C-WEST 1 20 180 1500 20 2 CU-3 10 7 C-SOUTH 1 20 180 1500 -- -- -- -- 8 5 C-EAST 1 20 360 1500 20 2 CU-2 6 3 C-NORTH/EXT 1 20 360 1500 -- -- -- -- 4 1 C-F-1 / MD 1 20 1570 1500 20 2 CU-1 2 CKT NTS DESCRIPTION P CB A B C CB P DESCRIPTION NTS CKT PANEL NOTES:PROVIDE AS 26 INCH WIDE VERTICAL ENCLOSURE WITH SUB-FEED BREAKER. MCB RATING:500 A LOCATION:Hangar 100 VOLTAGE:208Y/120V, 3-PH MAINS TYPE:MCB FED FROM:T-LNL1 AIC RATING:10,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 1 AMPACITY:600 A NEUTRAL BUS:100%MOUNTING:SURFACE PANEL: LNL1 0 4'4' 2' 1/4" = 1'-0" 2 ENLARGED POWER PLAN - MECHANICAL ROOM 0 4'4' 2' 1/4" = 1'-0" 3 ENLARGED POWER PLAN - IT ROOM CIRCUIT NOTES (NTS) PANEL CAPACITY:225 A SPARE CAPACITY:125 A DEMAND CURRENT:100 A Equipment 4500 VA 100.00% 4500 VA Receptacle 15840 VA 81.57% 12920 VA DEMAND LOAD:35895 VA Motor 16900 VA 109.32% 18475 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:15840 VA 11880 VA 9520 VA 59 SPACE 1 -- -- 0 20 1 SPARE 60 57 SPACE 1 -- -- 0 20 1 SPARE 58 55 SPACE 1 -- -- 0 20 1 SPARE 56 53 SPACE 1 -- -- 0 20 1 SPARE 54 51 SPACE 1 -- -- 0 20 1 SPARE 52 49 SPACE 1 -- -- 0 20 1 SPARE 50 47 SPACE 1 -- -- 0 20 1 SPARE 48 45 SPACE 1 -- -- 0 20 1 SPARE 46 43 SPACE 1 -- -- 0 20 1 SPARE 44 41 SPARE 1 20 0 1700 20 1 CF-3 42 39 SPARE 1 20 0 200 20 1 RD-1 40 37 SPARE 1 20 0 540 20 1 MEZZ NORTH 38 35 SPARE 1 20 0 360 20 1 MEZZ EAST 36 33 SPARE 1 20 0 540 20 1 MEZZ SOUTH 34 31 SPARE 1 20 0 1500 20 1 WASH OHD 32 29 SPARE 1 20 0 1500 20 1 R-WASH 30 27 SPARE 1 20 0 1500 20 1 R-WASH 28 25 SPARE 1 20 0 1500 20 1 R-WASH 26 23 SPARE 1 20 0 500 20 1 GSE GDP-1 24 21 BOILER GDP-1 1 20 500 1500 20 1 R-GSE 22 19 B-1 1 50 2500 1500 20 1 R-GSE 20 17 -- -- -- -- 500 1500 20 1 GSE HANGAR OHD 18 15 EWH-1 2 20 500 1500 20 1 R-GSE 16 13 -- -- -- -- 2100 1500 20 1 R-GSE 14 11 -- -- -- -- 2100 500 20 1 GRH-9 / T-GRH-9 12 9 P-1 3 35 2100 1500 20 1 R-GSE 10 7 GF-1 1 20 1500 1500 20 1 GSE EXT OHD 8 5 SMCP-1 1 20 500 360 20 1 R-GSE EXT MD 6 3 R-BOILER ROOM 1 20 540 1500 20 1 R-GSE 4 1 BOILER EPO VOLT 1 20 0 1700 20 1 EF-3 2 CKT NTS DESCRIPTION P CB A B C CB P DESCRIPTION NTS CKT PANEL NOTES: MCB RATING:225 A LOCATION:GSE 108 VOLTAGE:208Y/120V, 3-PH MAINS TYPE:MCB FED FROM:LNL2 AIC RATING:10,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 4X STAINLESS AMPACITY:225 A NEUTRAL BUS:100%MOUNTING:SURFACE PANEL: LNL3 1 - COORDINATE FINAL BREAKER SIZE WITH EQUIPMENT PROVIDED BEFORE SUBMITTAL. 2 - PROVIDE 30mA GFCI CIRCUIT BREAKER. PANEL CAPACITY:600 A Appliance - Commercial 1200 VA 100.00% 1200 VA SPARE CAPACITY:198 A Lighting 15293 VA 125.00% 19116 VA DEMAND CURRENT:402 A Equipment 205532 VA 100.00% 205532 VA Receptacle 33720 VA 64.83% 21860 VA DEMAND LOAD:334048 VA Motor 83840 VA 102.98% 86340 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:339585 VA 42 200A BUSSED SPACE -- -- 3 -- 41 200A BUSSED SPACE -- -- 3 -- 40 200A BUSSED SPACE -- -- 3 -- 39 SPARE 20 A 20 A 1 0 38 SPARE 20 A 20 A 1 0 37 SPARE 60 A 60 A 3 0 36 SPARE 60 A 60 A 3 0 35 SPARE 60 A 60 A 3 0 34 ECUH-1 20 A 20 A 3 10000 33 CF-2 20 A 20 A 3 1800 32 CF-1 20 A 20 A 3 1800 31 AC-1 20 A 20 A 3 6300 30 L-GSE / WASH BAY 20 A 20 A 1 849 29 L-SUITES 20 A 20 A 1 714 28 L-SUPPORT 20 A 20 A 1 572 27 L-APRON 20 A 20 A 1 900 26 L-EXTERIOR HIGH WALLPACKS 20 A 20 A 1 644 25 HGR SOUTH-B 20 A 20 A 1 1940 24 HGR SOUTH-A 20 A 20 A 1 1940 23 HGR CENTER 20 A 20 A 1 1940 22 HGR NORTH-B 20 A 20 A 1 1940 21 EUH-2 20 A 20 A 3 3300 20 PW-1 20 A 20 A 3 6300 19 HT NORTH 20 A 20 A 1 4000 2 18 HT NORTH 20 A 20 A 1 4000 2 17 HT NORTH 20 A 20 A 1 4000 2 16 HT SOUTH 20 A 20 A 1 4000 2 15 HT SE 20 A 20 A 1 4000 2 14 HT SW 20 A 20 A 1 4000 2 13 EUH-1 20 A 20 A 3 5000 12 HGR SPECIAL SOUTH 60 A 60 A 3 33216 11 HGR SPECIAL EAST 60 A 60 A 3 33216 10 HGR SPECIAL EAST ELEC 60 A 60 A 3 33216 9 HGR SPECIAL NORTH 60 A 60 A 3 33216 8 HGD-2 30 A 40 A 3 7500 7 HGD-1 30 A 40 A 3 7500 6 T-LNL1 225 A 225 A 3 117928 5 INV-3 - INT 20 A 20 A 1 882 4 INV-2 EXT 20 A 20 A 1 108 3 INV-1 HANGAR 20 A 20 A 1 924 2 HGR NORTH-A 400 A 20 A 1 1940 1 EXTERNAL SDP 30 A 30 A 1 0 1 CKT DESCRIPTION FRAME RATING POLES Load REMARKS PANEL NOTES:DISTRIBUTION PANEL STYLE. MCB RATING:-LOCATION:Hangar 100 VOLTAGE:480Y/277V, 3-PH MAINS TYPE:MLO FED FROM:UTIL-1 AIC RATING:35,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 1 AMPACITY:600 A NETURAL BUS:100%MOUNTING:SURFACE PANEL: MDP-1 1 - PROVIDE RED, LOCKABLE CIRCUIT BREAKER. 2 - PROVIDE AS BOTTOM MOUNTED SUB-FEED CIRCUIT BREAKER. CIRCUIT NOTES (NTS) PANEL CAPACITY:225 A SPARE CAPACITY:66 A Appliance - Commercial 1200 VA 100.00% 1200 VA DEMAND CURRENT:159 A Equipment 10700 VA 100.00% 10700 VA Receptacle 23940 VA 70.89% 16970 VA DEMAND LOAD:57275 VA Motor 26830 VA 105.87% 28405 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:23550 VA 20100 VA 19020 VA 41 SPARE 1 20 0 9520 -- -- -- -- 42 39 SPARE 1 20 0 11880 -- -- -- -- 40 37 SPARE 1 20 0 15840 225 3 LNL3 2 38 35 SPARE 1 20 0 0 20 1 SPARE 36 33 SPARE 1 20 0 0 20 1 SPARE 34 31 SPARE 1 20 0 0 20 1 SPARE 32 29 SPARE 1 20 0 0 20 1 SPARE 30 27 SPARE 1 20 0 0 20 1 SPARE 28 25 SPARE 1 20 0 0 20 1 SPARE 26 23 NORTH EXT 1 20 360 1000 20 1 PP-1 24 21 GSE OFFICE 1 20 720 1500 20 1 MECH ROOM 22 19 HALL 1 20 360 500 20 1 BAS/CONT PWR 20 17 HALL DISPOSAL 1 20 1200 1800 20 1 GWH-1 18 15 HALL CNTR 1 20 1500 500 20 1 FACP 1 16 13 HALL CNTR 1 20 1500 1570 20 1 F-4 / MD 14 11 EWC 1 20 1200 2080 -- -- -- -- 12 9 EF-2 1 20 700 2080 30 2 DCU-1 10 7 EF-1 1 20 700 1500 -- -- -- -- 8 5 JAN CLST 1 20 360 1500 30 2 IT SERVER RACK 6 3 TLT 103 1 20 860 360 20 1 IT RACK QUAD 4 1 TLT 102 1 20 860 720 20 1 IT QUADS 2 CKT NTS DESCRIPTION P CB A B C CB P DESCRIPTION NTS CKT PANEL NOTES:FED FROM BOTTOM-MOUNT BREAKER. MCB RATING:-LOCATION:Jan/Storage 104 VOLTAGE:208Y/120V, 3-PH MAINS TYPE:MLO FED FROM:LNL1 AIC RATING:10,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 3R AMPACITY:400 A NEUTRAL BUS:100%MOUNTING:SURFACE PANEL: LNL2 X10 PW-1 90 480 12 C S 600 S 617 1 30,565 16.0878 0.0585 1,789 X10 X9 EUH-2 130 480 12 C S 600 S 617 1 30,565 23.2380 0.0413 1,261 X9 X8 EUH-1 170 480 12 C S 600 S 617 1 30,565 30.3881 0.0319 974 X8 X7 LNL3 60 208 4X C S 600 S 16673 1 7,839 0.2349 0.8098 6,348 X7 X6 LNL2 65 208 500 C S 600 S 26706 2 8,516 0.0863 0.9206 7,839 X6 X5 LNL1 5 208 500 C S 600 S 26706 2 8,572 0.0067 0.9934 8,516 X5 X4 T-LNL1 480 208 112.5 T S 600 S 3.2 1 30,565 7.2280 0.1215 8,572 X4 X3 MDP-1 5 480 350 C S 600 S 22737 2 30,940 0.0123 0.9879 30,565 X3 X2 MSD-1 5 480 350 C S 600 S 22737 2 31,324 0.0124 0.9877 30,940 X2 X1 CT-1 25 480 350 C S 600 S 22737 2 33,400 0.0663 0.9379 31,324 X1 X0 UTILITY (500KVA, 1.8%Z) 33,400 X0 VOLTAGE VOLTAGE KVA RATING (C OR A) T=XFRMR (V) RUNS UPSTREAM PRIMARY SECONDARY XFRMR TRANSFORMER (S OR N) CLASS (S OR T) VALUE PARALLEL AVAILABLE DESCRIPTION LENGTH/ VOLTAGE/ WIRE SIZE/ WIRE MATERIAL/ CONDUIT VOLTAGE WIRES C OR Z # OF Isc f M I(sc Fault) PROJECT NAME:ATLANTIC AVIATION RIFLE PROJECT NO: 66822055 BY: AAW SHORT CIRCUIT SCHEDULE BTN-1 06-16-23 1 1 1 1 1 1 1 1 1 06/15/23 RTS R P CO A XX SP XX F ABBREVIATIONS AND DESCRIPTIONS ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT FIRE ALARM LEGEND 4" FIRE ALARM V A H J FDC PA STANDPIPE DAS FIREMAIN DRY/AUTOMATIC SPRINKLER SP/AS FM SP AUTOMATIC SPRINKLERAS DIRECTION OF VIEW PICTURE DESIGNATION 4" EXIST. NEW DIA, D DIAMETER EL. C LC CI AP AFF CENTER LINE ELEVATION ABOVE FINISHED FLOOR ACCESS PANEL COMMON CAST IRON INVERT ELEVATIONI.E. NC NO NIC VITRIFIED CLAY PIPE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN TYPICAL EXISTING NEW RELOCATED (N) (R) (E) TYP VCP VENT THROUGH ROOFVTR FIRE DEPT. CONNECTION DSP DRY/STANDPIPE CLEAN AGENTCA WATERMISTWM CO D RM FARP FSCP HORN FIRE ALARM PULL STATION MINI HORN CARBON MONOXIDE DETECTOR SPEAKER SPEAKER/HORN FIRE ALARM PHONE ABORT SWITCH MAGNETIC DOOR HOLDER FIRE SMOKE DAMPER MONITOR MODULE CONTROL MODULE RELEASE MODULE FIRE ALARM RELEASE PANEL FIRE ALARM ANNUNCIATOR FIRE ALARM PANEL DUCT DETECTOR FIRE ALARM CONTROL PANEL R/F R/C RATE COMPENSATION F FIXED TEMPERATURE - - - C COMBINATION SMOKE/- I IONIZED- BT BEAM TRANSMITTER- BR BEAM RECIEVER- ASD AIR SAMPLING- F FLAME- UV ULTRA VIOLET- IR INFRAED- VR VISIBLE RADIATION- HEAT DETECTOR FLAME DETECTOR SMOKE DETECTOR FIRE FIGHTER CONTROL PANEL PREACTION AUTOMATIC SPRINKLER COMBINATION STANDPIPE/ AUTOMATIC SPRINKLER DELUGE AUTOMATIC SPRINKLER FIRE STANDPIPE DESIGNATION FIRE SPRINKLER RISER DESIGNATION LIGHT LINE WEIGHT FOR EQUIPMENT, PIPING, SYMBOLS, TEXT, ETC. INDICATES EXISTING CONDITIONS WITH NEW WORK SHOWN AS DARK DASHED INDICATES EXISTING TO BE REMOVED POINT OF CONNECTION NEW TO EXISTING CARBON MONOXIDE DETECTOR WITH AUDIBLE ALARM xxcd 15cd F COMBINATION: RATE OF RISE AND FIXED TERMPERATURE FUTURE(F) P WP xxcd LHD 15cd S S - SUPPLY R - RETURN REMOTE TEST SWITCH FABP FIRE ALARM BOOSTER PANEL ASFP ACCESS CONTROL PANELACP DACT GRAPHIC MAPGMAP ADDRESSABLE OUTPUT MODULEAOM WITH GUARDWG UNLESS NOTED OTHERWISEUNO WEATHER PROOFWP V = BELL VS = BELL/STROBE C = CHIME CS = CHIME/STROBE FIRE OR EMERGENCY PHONE FIRE OR EMERGENCY PHONE - ACCESSIBLE FIRE OR EMERGENCY PHONE - HANDSET FIRE OR EMERGENCY PHONE - JACK F R RATE OF RISE ONLY- P PHOTOELECTRIC- HEAT DETECTOR WATER FLOW SWITCH PRESSURE SWITCH VALVE SUPERVISORY SWITCH LOW AIR PRESSURE ALARM VS WF PS AA HEAT DETECTOR - LINE TYPE (CABLE) STROBE WALL MOUNTED STROBE CEILING MOUNTED HORN/STROBE CEILING MOUNTED HORN/STROBE WALL MOUNTED; 'WP' DENOTES WEATHERPROOF SMOKE DETECTOR PHOTOELECTRIC WITH CARBON MONOXIDE DETECTION FIRE FIGHTERS SMOKE CONTROL PANEL DIGITAL ALARM COMMUNICATOR TERMINAL AIR SAMPLING CONTROL DETECTION PANEL FAA FACP FAP FFCP CM MM CO M S FS WORK NOTE SYMBOLFA1 F-? 1 DRAWN ON THIS SHEET DIRECTION OF CUT SECTION DESIGNATION REVISION SYMBOL2 GENERAL NOTES 1. THE SUCCESSFUL CONTRACTOR WILL BE THE ENGINEER OF RECORD FOR THE DESIGN OF THE FIRE ALARM SYSTEM. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE SYSTEM MEETS ALL THE REQUIREMENTS OF NFPA, THE INTERNATIONAL BUILDING AND FIRE CODES AND THE AUTHORITY HAVING JURISDICTION. 2. THE COMBINED REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS ARE APPLICABLE TO THE DESIGN AND INSTALLATION OF THIS SYSTEM. 3. THE MINIMUM REQUIRED NUMBER AND LOCATIONS OF NOTIFICATION APPLIANCES ARE SHOWN. CONTRACTOR SHALL ADD NOTIFICATION AS REQUIRED TO MEET AUDIBILITY REQUIREMENTS OF NFPA 72 AS REQUIRED BASED ON THE PERFORMANCE OF THE SELECTED EQUIPMENT. THE NUMBER AND LOCATION OF NOTIFICATION APPLIANCES SHALL NOT BE REDUCED. 4. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAS BEEN SELECTED AS THE BASIS FOR DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 5. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 6. FURNISH AND INSTALL A FULLY ADDRESSABLE AND ANALOG FIRE DETECTION AND ALARM SYSTEM WITH OCCUPANT NOTIFICATION THROUGHOUT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND/OR CORE DRILL REQUIREMENTS. 8. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN EQUIPMENT LIST PROVIDED IN EACH SECTION OF SPECIFICATION TO THE DESIGN ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 9. FIRE ALARM CONTRACTOR SHALL COORDINATE WITH APPROPRIATE VENDORS FOR SYSTEM INTERFACE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. COORDINATION SHALL INCLUDE BUT NOT BE LIMITED TO: MECHANICAL HVAC, ELECTRICAL, AND AUTOMATIC SPRINKLER SYSTEMS. 10. DUCT SMOKE DETECTOR LOCATIONS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL DUCT SMOKE DETECTOR LOCATIONS AND PROVIDE THE NECESSARY INTERFACE TO SHUT DOWN THE FAN UNIT AND CLOSE ANY ASSOCIATED DAMPERS. REMOTE TEST SWITCHES AND INDICATORS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION. CONFIRM THE LOCATION WITH THE OWNER PRIOR TO INSTALLATION. 11. DOOR HOLD OPENS SHALL BE CONTROLLED VIA ADDRESSABLE OUTPUT MODULES. PROVIDE AUTOMATIC SMOKE DETECTION IN ACCORDANCE WITH NFPA 72 FOR DOOR HOLDER RELEASE. 12. ADDRESSABLE CONTROL MODULES SHALL BE INSTALLED TO SHUT DOWN FIRE/SMOKE DAMPERS UPON FIRE ALARM SIGNAL. VERIFY LOCATION OF FIRE/SMOKE DAMPERS WITH MECHANICAL CONTRACTOR. 13. INSTALL CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OR QUARTER POINT OF CEILING TILES, WHERE APPLICABLE. 14. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 15. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY AN APPROVED, UL LISTED SUPERVISING STATION IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. 16. PROVIDE LABELS ON THE CEILING GRID, VISIBLE FROM THE FLOOR LEVEL, FOR ALL EQUIPMENT INSTALLED ABOVE THE CEILING, AS APPLICABLE. A "P-TOUCH" OR SIMILAR LABEL IS ACCEPTABLE WITH APPROVAL FROM THE OWNER. 17. ALL GUARDS INSTALLED FOR NOTIFICATION APPLIANCES OR INITIATING DEVICES SHALL BE LISTED FOR USE WITH THE APPLIANCE OR DEVICE. PULL STATION GUARDS SHALL NOT HAVE AN INTEGRAL SOUNDER. NOTIFICATION APPLIANCES SHALL BE DE-RATED APPROPRIATELY IF THE GUARD AFFECTS THE LIGHT OUTPUT. 18. GRAPHIC MAPS SHALL BE ORIENTED CORRECTLY FOR THEIR INSTALLED LOCATION. PROJECT NARRATIVE THIS PROJECT CONSISTS OF CONSTRUCTION OF A NEW ONE-STORY HANGAR BUILDING LOCATED AT RIFLE-GARFLIED COUNTY REGIONAL AIRPORT IN RIFLE, COLORADO. THE BUILDING IS 30,000 SQUARE FEET, FULLY SPRINKLERED TYPE II-B CONSTRUCTION AND PRIMARILY A GROUP S-1 OCCUPANCY. THE HANGAR SPACE IS SEPARATED FROM THE ADAJACENT OFFICE & MEZZANINE SPACE BY A 1-HOUR FIRE BARRIER. THE CONTRACTOR SHALL PROVIDE A NEW FULLY ADDRESSABLE FIRE ALARM SYSTEM WITH HORN/STROBE OCCUPANT NOTIFICATION THROUGHOUT THE FACILITY IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 4 6 : 0 6 P M C: \ U s e r s \ d l i p f e r t \ D o c u m e n t s \ L o c a l R e v i t F i l e s \ 6 6 8 2 2 05 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ F i r e _ R 2 1 _ d l i p f e r t . r v t FA0.01 FIRE ALARM GENERAL INFORMATION 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr X Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r BCER PROJECT 66822055 CM DHL DENVER AND COLORADO SPRINGS OFFICES 5420 WARD ROAD, SUITE 200 ARVADA, CO 80002 303.422.7400 TAMPA BAY AND MELBOURNE OFFICES 6555 N. WICKHAM ROAD, SUITE 104 MELBOURNE, FL 32940 321.241.4142 PROJECT ENGINEER / DESIGNER PROJECT MANAGER DANA LIPFERT DLIPFERT@BCER.COM 303.405.2915 BRYAN FINGLAND BFINGLAND@BCER.COM 303.405.2850 CONTACT LIST AND LOCAL AMENDMENTS 2020 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE ADOPTED/ENFORCED CODES REQUIRED DRAWING LIST - FIRE ALARM FA0.01 FIRE ALARM GENERAL INFORMATION FA2.00 FIRST FLOOR FIRE ALARM PLAN FA2.01 FIRST FLOOR AND MEZZANINE FIRE ALARM PLANS TOTAL # OF SHEETS: 3 HB HB HB CA CA CA WF VS FA C P P GM A P RM RM RM RM GENERAL NOTES 1. COORDINATE ALL DEVICE AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. 2. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT NECESSARILY REPRESENT ALL OF THE COMPONENTS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONAL AND CODE COMPLIANT FIRE ALARM SYSTEM. 3. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED. 4. ALL EXPOSED FIRE ALARM CABLING SHALL BE INSTALLED IN RED CONDUIT (EMT) INCLUDING THE HANGAR AREA AND ANY AREAS WITHOUT A FINISHED CEILING. 1 2 3 4 5 6 9 10 11 12 A C D E F G H I J K L M Hangar 100 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 Boiler 112 WP 15CD 75CD 15CD 15CD 75CD 177CD FA3 FA1 FA2 75CD 75CD 95CD 95CD 177CD 177CD 177CD 177CD 177CD 177CD 177CD 177CD FA5 CF-1 CF-2 FA4FA4 FA8 FA8 FA10 FA10 FA9 CF-3 FA4 CLASS 1, DIVISION 1 BOUNDARY (BELOW FLOOR LEVEL) CLASS 1, DIVISION 2 BOUNDARY (TO 18" ABOVE FLOOR LEVEL) CLASS 1, DIVISION 2 BOUNDARY (TO 18" ABOVE FLOOR LEVEL) CLASSIFICATION AREA - LINE TYPE LEGEND NOTE: ALL MATERIALS AND INSTALLATION WITHIN ONE OF THE ABOVE OUTLINED AREAS, INCLUDING BUT NOT LIMITED TO DEVICES, JUNCTION BOXES, CONDUIT, FITTINGS, ETC. ARE TO BE RATED FOR INSTALLATION WITHIN THE CORRESPONDING HAZARDOUS LOCATION, U.O.N. REFER TO NEC ARTICLE 513 -AIRCRAFT HANGARS FOR INSTALLATION REQUIREMENTS IN HAZARDOUS LOCATIONS. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 4 6 : 0 7 P M C: \ U s e r s \ d l i p f e r t \ D o c u m e n t s \ L o c a l R e v i t F i l e s \ 6 6 8 2 2 05 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ F i r e _ R 2 1 _ d l i p f e r t . r v t FA2.00 FIRST FLOOR FIRE ALARM PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr X Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r BCER PROJECT 66822055 CM DHL WORK NOTES FA1 PROVIDE A NEW FIRE ALARM CONTROL PANEL, GRAPHIC MAP AND RECORD DOCUMENT BOX. COORDINATE FINAL LOCATION WITH THE OWNER, ARCHITECT AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. FA2 PROVIDE FIRE ALARM INTERFACE WITH FIRE SPRINKLER SYSTEM. COORDINATE QUANTITY AND LOCATIONS OF WATER FLOW AND VALVE SUPERVISION DEVICES WITH FIRE SPRINKLER CONTRACTOR. FA3 PROVIDE WEATHERPROOF HORN/STROBE ABOVE FDC. COORDINATE FINAL LOCATION WITH FIRE SPRINKLER CONTRACTOR AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. FA4 PROVIDE FIRE ALARM INTERFACE TO SHUTDOWN HVLS FANS WITH GENERAL FIRE ALARM SIGNAL. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR. FA5 MOUNT NOTIFICATION DEVICES IN HANGAR AT 32FT ABOVE FINISHED FLOOR. PROVIDE CALCULATIONS SHOWING LUMENS ON FLOOR. FA8 MOUNT NOTIFICATION DEVICE AT 30 FEET ABOVE FINISHED FLOOR. FA9 PROVIDE FIRE ALARM INTERFACE TO CLOSE COILING DOORS WITH GENERAL FIRE ALARM SIGNAL. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR. FA10 WALL MOUNT DETECTOR WITHIN 12 INCHES FROM CEILING TO TOP OF DETECTOR PER NFPA 72 17.7.3.2.1 N 0 8'8' 4' 1/8" = 1'-0" 1 FIRST FLOOR FIRE ALARM PLAN 1 2 3 4 5 6 9 10 11 12 A C Mezzanine Storage 113 75CD FA7 GENERAL NOTES 1. COORDINATE ALL DEVICE AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. 2. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT NECESSARILY REPRESENT ALL OF THE COMPONENTS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONAL AND CODE COMPLIANT FIRE ALARM SYSTEM. 3. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED. 4. ALL EXPOSED FIRE ALARM CABLING SHALL BE INSTALLED IN RED CONDUIT (EMT) INCLUDING THE HANGAR AREA AND ANY AREAS WITHOUT A FINISHED CEILING. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 1/ 1 8 / 2 0 2 3 3 : 4 6 : 0 8 P M C: \ U s e r s \ d l i p f e r t \ D o c u m e n t s \ L o c a l R e v i t F i l e s \ 6 6 8 2 2 05 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ F i r e _ R 2 1 _ d l i p f e r t . r v t FA2.01 FIRST FLOOR AND MEZZANINE FIRE ALARM PLANS 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr X Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r BCER PROJECT 66822055 CM DHL N 0 8'8' 4' 1/8" = 1'-0" 1 MEZZANINE FIRE ALARM PLAN WORK NOTES FA7 AREA OPEN TO BELOW SCOPE OF WORK THE SCOPE OF WORK SHALL INCLUDE THE FOLLOWING: 1.THE LAYOUT, INSTALLATION AND TESTING OF THE NEW FIRE PROTECTION AUTOMATIC WET-PIPE SPRINKLER SYSTEMS, FOR PROTECTION THROUGHOUT THE NEW FACILITY. IT IS ANTICIPATED THAT A FIRE PUMP WILL NOT BE REQUIRED BASED ON THE LARGEST AMOUNT OF WATER FLOW AND PRESSURE IN THE HANGAR BAY. 2.SCOPE OF WORK BEGINS AT ABOVE FINISHED FLOOR IN THE NEW BUILDING . GENERAL NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THE INSTALLATION OF THE NEW FIRE PROTECTION SYSTEMS/COMPONENTS PURSUANT TO THESE DOCUMENTS. WORK SHALL BE COMPLETED IN EVERY RESPECT RESULTING IN A COMPLETE AND FULLY OPERATIONAL SYSTEM INSTALLED ENTIRELY IN ACCORDANCE WITH THE APPLICABLE CODES, STANDARDS, MANUFACTURER'S RECOMMENDATIONS AND UNDERWRITERS LABORATORIES, INC. (UL) LISTING. 2. DRAWINGS (PLANS, 3D COORDINATION MODEL, SCHEMATICS, AND DIAGRAMS) INDICATE THE GENERAL SIZE, LOCATION AND ARRANGEMENT OF PIPING SYSTEMS. SO FAR AS PRACTICAL, INSTALL PIPING AS INDICATED. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, VALVE, FITTING, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE WORK IS BUILDABLE AS SHOWN. 3. FIRE PROTECTION CONTRACTOR SHALL DETERMINE FINAL SIZING OF PIPING THROUGH HYDRAULIC CALCULATION DURING SHOP DRAWINGS PHASE IN ACCORDANCE WITH REQUIRED CODES AND STANDARDS. SUPPLY MAIN SIZE SHALL NOT BE REDUCED WITHOUT ENGINEERING ACCEPTANCE. 4. LOCALLY ADOPTED CODES A. INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION AS AMENDED BY GARFIELD COUNTY B.INTERNATIONAL FIRE CODE (IFC), 2018 EDITION AS AMENDED BY GARFIELD COUNTY 5.INSTALL FIRE SUPPRESSION SYSTEM PER THE FOLLOWING STANDARDS: A. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION B. NFPA 24, STANDARD FOR INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2016 EDITION C. NFPA 25, STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, 2017 EDITION D. NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2016 EDITION E. NFPA 409, STANDARD ON AIRCRAFT HANGARS, 2016 EDITION, 2022 EDITION WITH APPROVAL BY THE AHJ 6.THE NEW FIRE PROTECTION HANGERS AND BRACING SHALL BE SUPPORTED IN ACCORDANCE WITH NFPA 13, 2016 EDITION. ALL HANGERS SHALL BE INSTALLED SQUARE AND PLUMB AND RESIST UPWARD MOVEMENT OF THE PIPING. 7.ALL CONTROL VALVES ON THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY SUPERVISED (WIRING BY OTHERS). 8.PENETRATIONS THROUGH FIRE AND/OR SMOKE RATED WALLS, BARRIERS, PARTITIONS OR FLOORS SHALL BE SEALED. PROVIDE UL 1479 LISTED PRODUCTS AND ASSEMBLIES CONFORMING TO ASTM E 814 FOR SEALING ALL OPENINGS. SELECTED ASSEMBLIES SHALL BE UP TO DATE AND CURRENTLY LISTED WITHIN THE LISTING AGENCIES CATALOG OF ASSEMBLIES. 9.CUTTING OF STRUCTURAL MEMBERS TO BE DONE (BY OTHERS) ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 10.ACCESS PANELS SHALL BE PROVIDED TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. 11.CONTRACTOR SHALL PROVIDE VALVES AND FITTINGS RATED FOR THE MAXIMUM ANTICIPATED SYSTEM PRESSURE. 12.ALL EQUIPMENT SHALL BE LOCATED SUCH THAT IT DOES NOT INTERFERE WITH THE PATH OF EGRESS. 13.ADD AN AUTOMATIC AIR VENT AT THE HIGHEST POINT OF SYSTEM. 14.FINAL INSPECTION AND APPROVAL SHALL BE BY LOCAL FIRE DEPARTMENT AND ARCHITECT/ENGINEER. DESIGN CRITERIA 1. DESIGN AND INSTALLATION ARE IN ACCORDANCE WITH 2016 NFPA 13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS", 2022 NFPA 409 "STANDARD ON AIRCRAFT HANGARS", AND AUTHORITIES HAVING JURISDICTION. 2. THE PROTECTION OF THE STORAGE HANGAR BAY WILL CONFORM TO NFPA 409 SECTION 9.2.5 WHICH LISTS THE CRITERIA FOR THE PROTECTION OF STORAGE AIRCRAFT HANGARS USING A CLOSED-HEAD WATER SPRINKLER SYSTEM. 3. LIGHT HAZARD (LH) AREAS ARE HYDRAULICALLY CALCULATED AT A DENSITY OF 0.10 GPM/SQ.FT. OVER A REMOTE AREA OF 1,500 SQ.FT. INCLUDING 100 GPM FOR OUTSIDE HOSE. LIGHT HAZARD AREAS SHALL INCLUDE OFFICE, BREAK, AND OTHER SIMILAR AREAS. 4. ORDINARY HAZARD GROUP I (OH1) AREAS ARE HYDRAULICALLY CALCULATED AT A DENSITY OF 0.15 GPM/SQ.FT. OVER A REMOTE AREA OF 1,500 SQ.FT. AND INCLUDE 250 GPM FOR OUTSIDE HOSE. ORDINARY GROUP I HAZARD AREAS SHALL INCLUDE: ELECTRICAL, MECHANICAL, AND OTHER SIMILAR AREAS. 5. ORDINARY HAZARD GROUP II (OH2) DESIGN AREA WILL CONSIST OF STORAGE ROOMS, METAL WORKING, REPAIR GARAGES, AND SHOP AREAS. THESE AREAS WILL BE CALCULATED AT A DENSITY OF 0.20 GPM/FT². OVER REMOTE AREA OF 1,500 FT² AND INCLUDE 250 GPM FOR OUTSIDE HOSE STREAM. TO STAY WITHIN OH2 DESIGN CRITERIA, MATERIAL SHALL BE STORED AS FOLLOWING: A. MATERIALS AND EQUIPMENT PRIMARILY CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS, AND COMBUSTIBLES, SUCH AS WOOD, CARDBOARD, PAPER AND NON-MELTING, UNEXPANDED PLASTICS (E.G., SILICONE RUBBER, PVC, PTFE, MELAMINE, ETC.) MAY BE STORED IN THE FOLLOWING MANNERS: a. IN PILES OR ON PALLETS UP TO 12 FT HIGH OR TO A HEIGHT THAT IS WITHIN 18 INCHES OF THE PLANE CREATED BY THE SPRINKLER DEFLECTORS, WHICHEVER IS LOWER. b. ON SHELVES OR RACKS, SINGLE OR BACK-TO-BACK, UP TO 10 FT HIGH OR TO A HEIGHT THAT IS WITHIN 18 INCHES OF THE PLANE CREATED BY THE SPRINKLER DEFLECTORS, WHICHEVER IS LOWER. B. MATERIALS AND EQUIPMENT PRIMARILY CONSTRUCTED OF MELTING PLASTICS (E.G., POLYSTYRENE, POLYPROPYLENE, POLYURETHANE, ETC.), EXPANDED PLASTICS OF ANY TYPE OR RUBBER AND MATERIALS/EQUIPMENT STORED ON PLASTIC PALLETS SHALL BE STORED NO MORE THAN 5 FT HIGH, REGARDLESS OF STORAGE CONFIGURATION (I.E., PILED, PALLETIZED, SHELVES, RACKS, ETC.). C. WOOD PALLETS MAY BE STORED IN STACKS NO MORE THAN 6 FT HIGH IN GROUPS OF NO MORE THAN FOUR STACKS. WHERE ADDITIONAL STACK GROUPS ARE NEEDED, THEY SHALL BE SEPARATED BY EITHER 8 FT OF CLEAR SPACE OR 25 FT OF OTHER STORAGE TYPES. D. EMPTY PLASTIC PALLETS SHALL NOT BE STORED IN ANY OF THE NOTED AREAS. THEY SHALL BE REMOVED FROM THE FACILITY AREA. 6. HANGAR BAY (HANG) IS HYDRAULICALLY CALCULATED AT A DENSITY OF 0.17 GPM/SQ.FT. OVER 5,000 SQ.FT. IN ACCORDANCE WITH NFPA 409-22, 9.2.5. STANDARD RESPONSE SPRAY SPRINKLERS WITH K-FACTOR OF 5.6 OR 8.0 THAT ARE LISTED FOR STORAGE APPLICATION SHALL BE USED.THE PROJECTION AREA ON THE FLOOR SHALL BE LIMITED TO 130 SQ.FT. PER SPRINKLER. THE MAXIMUM DISTANCE BETWEEN SPRINKLER OR BRANCHLINES SHALL BE 12 FEET AS PRESCRIBED BY NFPA 409-22, 8.2.2.3. WITH APPROVAL FROM THE AHJ. INCLUDE 500 GPM FOR OUTSIDE HOSE STREAM PER NFPA 409-22, 9.8.6. 7. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM OF 10-PSI OR 10% SAFETY MARGIN,WHICHEVER IS GREATER, AT THE BASE OF RISER. INSTALLATION NOTES 1. THE WELDING OF PIPE OR FITTINGS ON THE JOB SITE PREMISES IS PROHIBITED. 2. ALL SPRINKLERS SHALL BE INSTALLED ACCORDING TO THEIR LISTING SPACING AND OBSTRUCTION REQUIREMENTS. 3. SPRINKLER DEFLECTORS SHALL BE INSTALLED PARALLEL TO ROOF/CEILING SLOPE PER NFPA 13; 8.6.4.2.1, UNLESS OTHERWISE NOTED. 4. PIPE OR FITTINGS, AND COMPONENTS, INSTALLED IN CORROSIVE ATMOSPHERES, SUCH AS DRAIN PIPE OR HANGER ALL-THREAD ROD EXPOSED TO WEATHER CONDITIONS, SHALL BE GALVANIZED OR OTHER APPROVED CORROSION-RESISTIVE MATERIAL. 5. LOCATE SPRINKLER HEADS IN A CONSISTENT PATTERN WITH CEILING GRID, LIGHTS, AND SUPPLY AND RETURN AIR DIFFUSERS. FOR SPACES WITH LAY-IN TYPE CEILINGS, LOCATE SPRINKLERS IN CENTER OF TILE. THE DESIGN SHALL GIVE FULL CONSIDERATION TO BLIND SPACES, OTHER SYSTEM PIPING, ELECTRICAL EQUIPMENT, HVAC DUCTWORK, AND ALL OTHER TYPES OF OBSTRUCTIONS WHICH COULD PREVENT THE PROPER INSTALLATION AND OPERATION OF THE SPRINKLER SYSTEM. 6.SPRINKLERS INSTALLED IN HANGAR BAY SHALL HAVE A TEMPERATURE RATING OF NO LESS THAN 325 DEGREES FAHRENHEIT PER NFPA 409-22, 9.2.7. 7.PROVIDE SECOND LEVEL OF SPRINKLER PROTECTION UNDER HANGAR DOOR HEAD IF OVERHEAD CEILING SPRINKLERS CANNOT PROVIDE COVERAGE TO MEET THE SPRINKLER OBSTRUCTION REQIRMENTS PER NFPA 13. FLOW TEST SUMMARY STATIC PSI RESIDUAL PSI PITOT PSI ORIFICE DIAMETER COEFFICIENT OF DISCHARGE GPM (122 OBSERVED) -10% = (114 OBSERVED) -10% = 110 PSI 102 PSI 85 PSI XX" 0.90 1,547 GPM DATE 5/05/2021: TIME 12:30 PM LOCATION TESTED BY Parking Lot South of Hangar 5 Colorado River Fire Rescue ELEVATION XX FEET STATIC HYDRANT ELEVATION XX FEET HAZARD CLASSIFICATION LIGHT HAZARD SPRINKLER SYSTEM ORDINARY HAZARD GROUP 1 SPRINKLER SYSTEM HANGAR BAY LH OH1 HANG OH2 ORDINARY HAZARD GROUP 2 SPRINKLER SYSTEM JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 2 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F0.00 Sprinkler Cover Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 BTN-1 16/Jun/2023 Hangar 30,000 SF Lean-To 4,530 SF 8" SPRINKLER SUPPLY COORDINATE LOCATION WITH CIVIL DRAWINGS FIRE DEPARTMENT CONNECTION OIL/WATER SEPARATOR DUMPSTER ENCLOSURE BETTY CLARK ROAD PA T S U L L I V A N R O A D EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SPRINKLER RISERS JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 2 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F1.00 Sprinkler Site Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 20'-0" Ref: F3.001Sprinkler Site Plan N 0'10'20'40'80' SCALE: 1" = 20'-0" BTN-1 06-16-23 SHEET NOTES 1. THIS SHEET IS FOR REFERENCE ONLY. SPRINKLER SCOPE OF WORK BEGINS AT ABOVE FINISH FLOOR IN THE NEW BUILDING. SEE CIVIL DRAWINGS FOR MORE INFORMATION. BTN-1 BTN-1 16/Jun/2023 Ga s HB HB HB CA CA CA C M 1 12 2 3 4 6 9 10 11 D E F G H I J K LA 5 7 8 B Hangar Suite A Suite B Toilet Toilet Jan/Storage Mech Hall Suite C GSE GSE Office IT Boiler LH LH LH LH OH1 OH1 OH1 OH1 OH1 OH1 OH2 OH1 HANG F4.00 1 1 F3.00 2 F3.00 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1 3 7 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 10 6 6 6 6 Wash Bay KEY NOTE LEGEND 1 HANGAR WET SYSTEM SUPPLY MAIN 2 HANGAR WET SYSTEM BRANCH LINE 3 HANGAR WET SYSTEM FLOATER MAIN 4 SUPPORT SPACES WET SYSTEM SUPPLY MAIN 5 SUPPORT SPACES WET SYSTEM CROSS MAIN 6 PIPE CAP (TYP.) 7 LOW POINT DRAIN 8 FIRE DEPARTMENT CONNECTION (FDC) 9 FIRE DEPARTMENT CONNECTION PIPING 10 OPEN TO ABOVE 11 OPEN TO BELOW 12 NON COMBUSTIBLE - NON SPRINKLERED SPACE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 3 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F2.00 First Floor Sprinkler Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: F3.001Level 1 Sprinkler Plan N 0'4'8'16'32' SCALE: 1/8" = 1'-0" SHEET NOTES 1. SPRINKLERS IN HANGAR BAY ARE TO BE SPACED SO THEY ARE NOT OBSTUCTED BY CEILING FANS. FAN IS TO BE CENTERED BETWEEN FOUR ADAJECT SPRINKLERS. SEE NFPA 13 (2016) 11.1.7. BTN-1 06-16-23 16/Jun/2023 C 1 12 2 3 4 6 9 10 11 A 5 7 8 B 1 F3.00 Mezzanine Storage OH1 11 12 4 5 KEY NOTE LEGEND 1 HANGAR WET SYSTEM SUPPLY MAIN 2 HANGAR WET SYSTEM BRANCH LINE 3 HANGAR WET SYSTEM FLOATER MAIN 4 SUPPORT SPACES WET SYSTEM SUPPLY MAIN 5 SUPPORT SPACES WET SYSTEM CROSS MAIN 6 PIPE CAP (TYP.) 7 LOW POINT DRAIN 8 FIRE DEPARTMENT CONNECTION (FDC) 9 FIRE DEPARTMENT CONNECTION PIPING 10 OPEN TO ABOVE 11 OPEN TO BELOW 12 NON COMBUSTIBLE - NON SPRINKLERED SPACE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 4 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F2.01 Mezzanine Sprinkler Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0"1 Mezzanine N 0'4'8'16'32' SCALE: 1/8" = 1'-0" BTN-1 06-16-23 SHEET NOTES 1. SPRINKLERS IN GSE ARE TO BE SPACED SO THEY ARE NOT OBSTUCTED BY CEILING FANS. FAN IS TO BE CENTERED BETWEEN FOUR ADAJECT SPRINKLERS. SEE NFPA 13 (2016) 11.1.7. BTN-1 16/Jun/2023 Level 1 Sprinkler Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" CMDEFGHIJKL AB 2 F3.00 6 1 3 2 6 5 Hangar GSE Level 1 Sprinkler Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" 112234691011578 1 F3.00 1 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 Hangar 8 4 11 KEY NOTE LEGEND 1 HANGAR WET SYSTEM SUPPLY MAIN 2 HANGAR WET SYSTEM BRANCH LINE 3 HANGAR WET SYSTEM FLOATER MAIN 4 SUPPORT SPACES WET SYSTEM SUPPLY MAIN 5 SUPPORT SPACES WET SYSTEM CROSS MAIN 6 PIPE CAP (TYP.) 7 LOW POINT DRAIN 8 FIRE DEPARTMENT CONNECTION (FDC) 9 FIRE DEPARTMENT CONNECTION PIPING 10 OPEN TO ABOVE 11 OPEN TO BELOW 12 NON COMBUSTIBLE - NON SPRINKLERED SPACE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 5 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F3.00 Hangar Sprinkler Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: F2.001Hangar Section N-S Scale: 1/8" = 1'-0" Ref: F2.002Hangar Section E-W 0'4'8'16'32' SCALE: 1/8" = 1'-0" 0'4'8'16'32' SCALE: 1/8" = 1'-0" SHEET NOTES 1. HANGAR SUPPLY MAIN AND FLOATER MAIN TO BE LOCATED ABOVE 30'-0" HANGAR DOOR OPENING BTN-1 06-16-23 16/Jun/2023 M M 12 12 11 11 1 F4.01 2 F4.01 FIRE DEPARTMENT CONNECTION TEST HEADER SUPPORT AREA SPRINKLER RISER HANGAR SPRINKLER RISER FIRE DEPARTMENT CONNECTION AND TEST HEADER PIPING 8" INCOMING FIRE WATER SUPPLY MAIN DRAIN PIPE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 7 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F4.00 Sprinkler Riser Enlarged Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 1'-0" Ref: F2.001Enlarged Plan - Water Entry Scale:2 Isometric Water EntryN 0'6"1'2'4' SCALE: 1" = 1'-0"N.T.S. BTN-1 06-16-23 16/Jun/2023 Level 1 Sprinkler Plan 100' -0" 12 11 1 2 3 45 6 77 9 14 13 9 12 8 10 12 15 15 15 15 15 6 Level 1 Sprinkler Plan 100' -0" 1211 1 2 3 4 5 6 7 7 9 14 13 9 12 8 10 1515151515 11 6 12 KEY NOTE LEGEND 1 8" INCOMING SUPPLY 2 6" X 8" CONOCENTRIC REDUCER 3 BACKFLOW PREVENTER 4 WET-SPRINKLER RISER FOR HANGAR BAY 5 WET-SPRINKLER RISER FOR SUPPORT AREAS 6 COMMERCIAL RISER ASSEMBLY WITH FLOW SWITCH AND TEST DRAIN 7 SUPERVISED NORMALLY OPEN CONTROL VALVE 8 SUPERVISED NORMALLY CLOSED CONROL VALVE 9 MAIN DRAIN PIPING 10 FDC AND TEST HEADER SUPPLY PIPING 11 TEST HEADER SUPPLY PIPING 12 FDC SUPPLY PIPING 13 2-OUTLET FIRE DEPARTMENT CONNECTION 14 CHECK VALVE 15 PIPE STAND JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 8 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F4.01 Sprinkler Riser Section Views 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 0'6"1'2'4' SCALE: 1" = 1'-0" 0'6"1'2'4' SCALE: 1" = 1'-0"Scale: 1" = 1'-0"1 Sprinkler Riser Section - Front Scale: 1" = 1'-0" Ref: F4.002Sprinkler Riser Section - Back BTN-1 06-16-23 16/Jun/2023