717 17TH STREET, SUITE 2750 DENVER, CO 80202

Consultants:

2100 AIRPORT RD, MONTROSE, CO 81401

HOLDROOM EXPANSION GENERAL NOTES: ANNOTATION LEGEND DEMOLITION GENERAL 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS AND NOTES SHALL ESTABLISH ALL LOCATIONS. LARGER SCALE DRAWINGS SHALL HAVE SYMBOLS SIM NOTES: PRIORITY OVER SMALLER SCALE DRAWINGS. X ELEVATION CALLOUT 1. CONSTRUCT TEMPORARY PARTITIONS AS REQUIRED BY 2. VERIFY EXISTING CONDITIONS AND NOTIFY THE A/E OF ANY XX PHASING TO MINIMIZE THE SPREAD OF DUST AND NOISE. DISCREPANCIES IN DIMENSIONS, LOCATIONS, GRADES, AND FINISH COLUMN GRID BUBBLE X 2. THESE DRAWINGS HAVE BEEN DEVELOPED FROM FLOOR ELEVATIONS. X Ref EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL 3. REFER TO APPLICABLE SECTIONS OF THE SPECIFICATIONS FOR FIELD CONDITIONS. VERIFY THESE DRAWINGS WITH ADDITIONAL INFORMATION AND REQUIREMENTS. EXISTING COLUMN GRID BUBBLE X Ref Ref EXISTING FIELD CONDITIONS AND NOTIFY THE 4. ELEVATIONS SHOWN ARE FOR REFERENCE AND COORDINATION. THE X X INTERIOR ELEVATION CALLOUT XX ARCHITECT IMMEDIATELY OF INCONSISTENCIES FINISHED FLOOR OF THE HOLDROOM IS 100' -0". SIM BETWEEN THEM AND ACTUAL CONDITIONS BEFORE 5. NOTIFY ALL UTILITIES AFFECTED BY THIS CONTRACT PRIOR TO X DETAIL CALLOUT PROCEEDING WITH CONSTRUCTION. BEGINNING CONSTRUCTION. X Ref XX 3. REPAIR ANY DAMAGED FIRE -RATED ASSEMBLIES TO 6. ALL WORK UNDER THE TERMS OF THESE CONSTRUCTION THEIR ORIGINAL SPECIFICATION, UNLESS NOTED DOCUMENTS SHALL COMPLY WITH THE APPROPRIATE RELEVANT RFI -0000 1 REVISION TRIANGLE OTHERWISE (UNO). SECTIONS OF THE STANDARD OSHA REGULATIONS. SIM BUILDING SECTION CALLOUT 4. REMOVE CONSTRUCTION AS INDICATED. TYPICAL WALL 7. ALL WORK AND MATERIALS ARE SUBJECT TO INSPECTION BY THE X REMOVAL INCLUDES FINISHED AND MECHANICAL OWNER OR ENGINEER INDEPENDENT OF THE CONTRACTOR'S XX ? ? KEYED NOTE PLUMBING AND ELECTRICAL SYSTEMS CONTAINED QUALITY CONTROL PROGRAM. UNSATISFACTORY WORK OR THEREIN. REMOVE DOORS, CASEWORK, WINDOWS, MATERIALS ARE SUBJECT TO REJECTION AND REPLACEMENT AT NO FRAMES, AND OTHER FIXTURES AS REQUIRED. AFTER ADDITIONAL COST TO THE OWNER. SIM WALL SECTION CALLOUT ELEVATION DATUM REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS 8. THE COLLECTION AND DISPOSAL OF ALL WASTE WATER, WASTE X OR WALLS TO REMAIN TO MEET ORIGINAL FIRE MATERIALS, AND EXCAVATED MATERIAL UNACCEPTABLE FOR FILL XX PROTECTION AND STRUCTURAL REQUIREMENTS, PATCH FOR THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE ELEVATION CHANGE ADJOINING WALLS, FLOORS AND DECK, AND PREPARE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. SURFACES TO RECEIVE NEW FINISHES PER FINISH 9. NOTES TO 'ALIGN' SHALL MEAN TO ALIGN FINISHED FACE OF SCHEDULE OR PER INTERIOR FINISH PLANS. PARTITION UNLESS OTHERWISE NOTED AND SHALL HAVE PRIORITY MOUNTING HEIGHTS 5. WHERE NEW FINISHES ARE TO BE INSTALLED ON TO OVER A DIMENSIONED LOCATION. REMAINING SURFACES, REMOVE THE EXISTING FINISH 10. PROVIDE FIRE -TREATED WOOD BLOCKING AT INTERIOR PARTITIONS AND PREPARE THE EXISTING SURFACE TO RECEIVE THE AS SHOWN OR AS REQUIRED FOR THE SECURE ATTACHMENT OF NEW FINISH. WALL MOUNTED HARDWARE, TOILET ACCESSORIES, CASEWORK, EQ EQ 6. COORDINATE WITH THE OWNER ANY ITEMS TO BE MILLWORK, FINISH CARPENTRY, ETC. 6" MIN 6" STORED AND/OR RELOCATED. 7. SEE MECHANICAL, PLUMBING, AND/OR ELECTRICAL FIRE ALARM SIGNAL/ STROBE 6" DRAWINGS FOR DEMOLITION OF UTILITIES. CJ CJ STROBE EXIT SIGN TEMPERATURE 8. FOR EXTENT AND LOCATION OF CHANNELING OF FLOOR FIRE EXTINGUISHER ALIGN RECESSED FIRE SENSOR ALIGN SLABS, REFER TO MECHANICAL, PLUMBING, AND TEMPERATURE SIGN EXTINGUISHER LIGHT

16" ELECTRICAL DRAWINGS. IF PIPING OR CONDUIT WORK STROBE/ SENSOR CABINET SWITCH SPEAKER (OTHER THAN THE DESIRED CONNECTION) IS ENCOUNTERED WHILE CHANNELING, NOTIFY THE 12" LIGHT SWITCH AUTOMATIC WALL MOUNTED DOOR ACTUATOR FIRE EXTINGUISHER ARCHITECT BEFORE CONTINUING. 9. VERIFY THAT CONSTRUCTION OF WALLS WITHIN THE ALIGN STATION AREA OF RENOVATION (SMOKE COMPARTMENTS) OPERABLE MANUAL PULL MEETS THE FIRE PROTECTION RATINGS DESIGNATED ON PART

PROJECT CONTACTS: MAX 114" THE LIFE SAFETY PLANS. MAKE ANY REPAIRS OR ELECTRICAL 80" MODIFICATIONS NECESSARY TO BRING WALLS, DOORS, OUTLET ARCHITECTURE, STRUCTURAL, ELECTRICAL, MECHANICAL, AND DUCTS, ETC. UP TO THE PROPER FIRE PROTECTION 50" 60" PLUMBING SERVICES PROVIDED BY: CARD 48" 48" 48"

42" RATING. DOORS AND/OR FRAMES SHALL HAVE THE 48"

READER 80" 80" 72" MAX 72" MAX TELEPHONE PROPER LABELING. 68" @ COL @ 68" 18" JACOBS OUTLET HANDLE FE

T.O. CABINET T.O. 10. VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL 707 17TH ST, SUITE 2500 OCCUPIED AREAS OF THE BUILDING THROUGHOUT DENVER, CO 80202 CONSTRUCTION. 11. DEMOLITION WORK SHALL BE EXECUTED IN ARCHITECTURE: INDEX - GENERAL INDEX - ARCHITECTURAL INDEX - MECHANICAL CONFORMANCE WITH ALL CODES AND AS SET FORTH BY DAVE TIDEY ALL GOVERNING AUTHORITIES. [email protected] 12. BRACE ALL STRUCTURES OR STRUCTURAL ELEMENTS SHEET NUMBER SHEET NAME SHEET NUMBER SHEET NAME SHEET NUMBER SHEET NAME 720 -286 -6213 AS NECESSARY DURING DEMOLITION. 13. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR MECHANICAL & PLUMBING ENGINEERING: G-000 COVER SHEET AD111 DEMOLITION ROOF PLAN AND EXTERIOR M-001 MECHANICAL LEGEND AND NOTES APPROVAL FROM THE STRUCTURAL ENGINEER. ZACH PEARSON LS001 BUILDING CODE SUMMARY ELEVATION M-002 MECHANICAL AND PLUMBING SCHEDULES 14. THE BUILDING ENVELOPE SHALL BE MAINTAINED IN A [email protected] AD151 DEMOLITION REFLECTED CEILING PLAN MD101 MECHANICAL DEMOLITION PLAN WATER TIGHT CONDITION AT ALL TIMES. 720 -286 -3067 INDEX - STRUCTURAL AD801 DEMOLITION PHOTOS M-100 MECHANICAL OVERALL PLAN 15. REPLACE OR REPAIR ANY TO REMAIN FINISHES WHICH A-100 OVERALL FLOOR PLAN ARE DAMAGED DURING DEMOLITION (I.E. - CEILING GRID, STRUCTURAL ENGINEERING: SHEET NUMBER SHEET NAME M-101 MECHANICAL FLOOR PLAN CEILING TILE, WALL COVERING, FLOOR COVERINGS, A-101 FLOOR PLAN LEE MAGGERT M-201 MECHANICAL DETAILS ETC.). A-111 ENLARGED PLANS [email protected] S-001 GENERAL NOTES 16. NOTIFY THE ARCHITECT IMMEDIATELY IF THE REMOVAL 720 -286 -6263 A-151 REFLECTED CEILING PLAN INDEX - ELECTRICAL OF MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR S-002 GENERAL NOTES A-201 EXTERIOR ELEVATIONS COMPONENTS WILL ADVERSELY AFFECT THE S-003 ABBREVIATIONS & LEGENDS SHEET NUMBER SHEET NAME ELECTRICAL ENGINEERING: A-221 INTERIOR ELEVATIONS OPERATION OF THE MEP SYSTEMS OUTSIDE OF THE RACHEL GELFUND S-101 FOUNDATION PLAN LIMIT OF DEMOLITION. A-301 BUILDING AND WALL SECTIONS [email protected] S-102 ENLARGED FOUNDATION PLAN E-001 ABBREVIATIONS & LEGENDS 17. SCHEDULE ALL DEMOLITION WITH THE OWNER. A-501 DETAILS 720 -286 -6165 S-111 ROOF PLAN ED101 ELECTRICAL DEMOLITION PLAN A-502 DETAILS S-112 ENLARGED ROOF PLANS ED151 ELECTRICAL DEMOLITION REFLECTED CEILING A-601 DOOR & WINDOW SCHEDULE S-221 WALL FRAMING ELEVATION PLAN JACOBS PROJECT NUMBER S-501 FOUNDATION DETAILS INDEX - PLUMBING E-101 ELECTRICAL FLOOR PLAN S-502 FOUNDATION DETAILS E-151 ELECTRICAL REFLECTED CEILING PLAN S-511 FRAMING DETAILS SHEET NUMBER SHEET NAME E-601 ELECTRICAL DIAGRAMS WXXX9700 E-701 ELECTRICAL PANEL SCHEDULES INDEX - ARCHITECTURAL P-001 PLUMBING LEGEND AND NOTES SHEET NO. PD101 PLUMBING DEMOLITION PLAN SHEET NUMBER SHEET NAME P-100 PLUMBING UNDERGROUND PLAN P-101 PLUMBING FLOOR PLAN A-003 INTERIOR PARTITION AND EXTERIOR ASSEMBLY TYPES P-201 PLUMBING DETAILS AD101 DEMOLITION FLOOR PLAN G-000 717 17TH STREET, SUITE 2750 DENVER, CO 80202 FUNCTION OF SPACE (OCCUPANCY CLASSIFICATION) LEGEND

AIRPORT TERMINAL - BAGGAGE HANDLING

AIRPORT TERMINAL - WAITING AREAS

KITCHEN

15 14 13 12 11 10 9 8 7 6 5 4 3 2.4 2 1.9 1 0.1 0.2 0.3 0.4 0.5 Seals:

CONCESSIONS NEW HOLDROOM OUTBOUND BAGGAGE 019 001 017 KITCHEN EXISTING EXISTING A-3 / AIRPORT TERMINAL - WAITING AREAS F-1 / AIRPORT TERMINAL - BAGGAGE HANDLING 187 SF MECHANICAL ELECTRICAL 1243 SF 1793 SF OCC. LOAD FACTOR - 200 OCC. LOAD FACTOR - 15 ROOM DOOR EXIT WIDTH OCC. LOAD FACTOR - 300 OCCUPANCY LOAD - 1 CAPACITY: OCCUPANCY LOAD - 83 OCCUPANCY LOAD - 6 34" X .2 = 170 OCCUPANTS

A.0 DN A

INBOUND A.33 MONTROSE REGIONAL BAGGAGE AIRPORT - MTJ EXIT SEPARATION DISTANCE = 32' > 27' MIN DIAGONAL = 83' / 3 = 27' MIN OFFICES HOLDROOM EXPANSION B MENS A-221 10 2100 AIRPORT RD, 6 BACK OF MONTROSE, CO 81401 BAGGAGE HOUSE CLAIM A-221 EXISTING Number Description Date HOLDROOM WOMENS 1 ISSUE FOR BID 08/26/19

C

CAFE SECURITY

LINE OF WORK EXISTING 1 -HR RATED WALL TO REMAIN

TICKETING

TERMINAL Key Plan: D MENS

WOMENS E

JACOBS PROJECT NUMBER F WXXX9700

DATE 08/26/2019

ISSUE ISSUE FOR BID 1 LIFE SAFETY FLOOR PLAN A-201 1/16" = 1' -0" DRAWING SHEET TITLE BUILDING CODE SUMMARY

SHEET NO. LS001 GENERAL NOTES CONCRETE NOTES STRUCTURAL MASONRY NOTES 717 17TH STREET, SUITE 2750 A. PROVIDE CONCRETE AS SHOWN. PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND CURING OF A. REINFORCED MASONRY WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE BUILDING CODE DENVER, CO 80202 A. BUILDING AND DESIGN CODES: CONCRETE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI 301, ACI 318 AND ASTM C94. USE TYPE I / II REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/ ASCE 5/ TMS 402. PORTLAND CEMENT UNLESS OTHERWISE NOTED. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS AS 1. 2003 INTERNATIONAL BUILDING CODE WITH THE MUNICIPAL CODE OF THE CITY OF MONTROSE AMENDMENTS. SPECIFIED. SEE CONCRETE MIX DESIGN SCHEDULE. B. REINFORCED MASONRY TO CONFORM TO THE SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1/ ASCE 6/ TMS 602. 2. ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, THE LATEST EDITION ADOPTED BY B. UNLESS SPECIFIED BELOW, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28 DAY GOVERNING CODES. COMPRESSIVE STRENGTH (F'c) BEFORE FORMS MAY BE REMOVED: C. PROVIDE CONCRETE MASONRY UNITS (CMU) OF NORMAL WEIGHT (125 PCF MINIMUM), CONFORMING TO THE LATEST EDITION OF ASTM C 90. LAY UNITS IN RUNNING BOND UNLESS OTHERWISE NOTED. 3. AISC MANUAL OF STEEL CONSTRUCTION, THE LATEST EDITION ADOPTED BY GOVERNING CODES. 1. GRADE BEAM SIDES - 40 PERCENT D. PROVIDE MASONRY MORTAR MEETING THE REQUIREMENTS OF TYPE S PER ASTM C 270. PROVIDE 4. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, THE LATEST EDITION ADOPTED BY C. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND APPROVAL BY THE AGGREGATES FOR MORTAR CONFORMING TO ASTM C 404. PROVIDE MORTAR WITH A MINIMUM GOVERNING CODES. STRUCTURAL ENGINEER. COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS.

5. ACI 530 BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY STRUCTURES, THE LATEST EDITION D. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS. HORIZONTAL CONSTRUCTION E. PROVIDE MASONRY GROUT WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 PSI TESTED IN ADOPTED BY GOVERNING CODES. JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY STRUCTURAL ENGINEER. NOTIFY ACCORDANCE WITH ASTM C 1019. GROUT TO MEET THE MINIMUM REQUIREMENTS SPECIFIED IN ASTM C 476. STRUCTURAL ENGINEER OF PROPOSED CONSTRUCTION JOINT OR CONTROL JOINT LOCATIONS WHICH ARE 6. SDI CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE DECK, FORM DECKS, AND ROOF DECK DIFFERENT OR IN ADDITION TO JOINTS INDICATED ON DRAWINGS. F. PROVIDE MASONRY ASSEMBLAGES WITH MINIMUM PRISM STRENGTH (F'm) OF 1,500 PSI, TESTED IN CONSTRUCTION, THE LATEST EDITION ADOPTED BY GOVERNING CODES. ACCORDANCE WITH ASTM C1314. E. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED. 7. SJI RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS, THE LATEST G. PROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE WITH ASTM C 426 LIMITS FOR DRYING SHRINKAGE OF EDITION ADOPTED BY GOVERNING CODES. F. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE. CONCRETE BLOCKS.

B. DESIGN LOADS: G. REFERENCE THE APPROPRIATE DISCIPLINE'S DRAWINGS FOR SUB SLAB PIPING, FLOOR DRAINS, AND SLAB AND H. PROVIDE VERTICAL REINFORCEMENT IN CMU WALLS AS SHOWN IN DRAWINGS. FILL THE REINFORCED CELLS Seals: WALL PENETRATIONS. SOLID WITH GROUT. MAXIMUM HEIGHT OF GROUT POURS TO BE AS PER ACI 530. 1. FLOOR LEVEL LIVE LOAD 100 PSF H. FOR PIPE INSTALLED HORIZONTALLY WITHIN SLAB, PROVIDE MAXIMUM OUTSIDE DIAMETER OF 30 PERCENT OF THE I. PROVIDE HORIZONTAL JOINT REINFORCING IN WALLS AT 16 INCHES ON CENTER VERTICAL SPACING. JOINT DEAD LOAD SLAB WT + 25 PSF SLAB THICKNESS. PLACE CONDUIT OR PIPE BETWEEN THE TOP AND BOTTOM LAYERS OF REINFORCEMENT WITHIN REINFORCING TO BE HOT DIP GALVANIZED NO. 9 GAGE LADDER TYPE WITH CROSS TIES AT 16 INCHES ON THE CENTER THIRD OF THE SLAB. DO NOT SPACE CONDUITS OR PIPES CLOSER THAN THREE DIAMETERS OR CENTER, CONFORMING TO ASTM A 82. SPACE JOINT REINFORCEMENT AT 8 INCHES ON CENTER IN THE 6. ROOF LEVEL WIDTHS ON CENTER. PARAPETS. LAP SPLICE ENDS A MINIMUM OF 12 INCHES AT SPLICES. SNOW LOAD SEE BELOW DEAD LOAD ROOF WT + 30 PSF I. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES IN ACCORDANCE J. LAY HOLLOW UNITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. PROVIDE WITH ACI 315 AND ACI 318. FULL MORTAR COVERAGE FOR WEBS WHEN ADJACENT TO GROUTED CELLS. 7. WIND LOADS: NOMINAL WIND SPEED (3 SECOND GUST/FASTEST MILE) - 90 MPH J. PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A615, GRADE 60. K. ALIGN VERTICAL CELLS TO BE FILLED WITH GROUT TO PROVIDE CONTINUOUS UNOBSTRUCTED VERTICAL EXPOSURE - C CELLS. REMOVE OVERHANGING MORTAR OR OTHER OBSTRUCTION AND DEBRIS FROM THE INSIDES OF ENCLOSURE CLASSIFICATION - OPEN K. PROVIDE WELDED WIRE FABRIC IN ACCORDANCE WITH ASTM A185. LAP WELDED WIRE FABRIC TWO FULL MESH SUCH CELL WALLS. PROVIDE GROUT WITH 8 INCH SLUMP AND CONSOLIDATE BY MEANS OF HAND TAMPING EXTERNAL PRESSURE COEFFICIENT - CGp = 0.00 PANELS AND TIE SECURELY. PLACE WELDED WIRE FABRIC IN THE UPPER ONE-THIRD OF SLAB THICKNESS. WELDED TO ENSURE COMPLETE FILLING OF CELLS. WIRE FABRIC SHOULD BE DISCONTINUED AT ANY JOINTS. CONTRACTOR MUST ATTEND CLOSELY TO ESTABLISHING 8. SNOW LOADS: AND MAINTAINING ADEQUATE SUPPORT OF THE WELDED WIRE FABRIC REINFORCEMENT DURING THE CONCRETE L. PROVIDE AN 8 INCH HIGH BOND BEAM (MINIMUM DEPTH UNLESS OTHERWISE NOTED) AT TOP OF ALL CMU GROUND SNOW LOAD - Pg = 25 PSF PLACING OPERATIONS. WELDED WIRE FABRIC REINFORCEMENT SHOULD NOT BE LAID ON THE GROUND AND WALLS. REINFORCE BOND BEAM PER DETAIL(S). IF BOND BEAMS AT INTERSECTING WALLS MEET AT FLAT ROOF SNOW LOAD - Pf = 22 PSF "PULLED UP" AFTER THE CONCRETE HAS BEEN PLACED, NOR SHOULD THE MATS BE "WALKED ON" AFTER PLACING DIFFERENT ELEVATIONS, EXTEND BOND BEAMS AROUND INTERSECTING CORNER TO FIRST INTERIOR IMPORTANCE FACTOR - Is = 1.1 THE CONCRETE. PROPER SUPPORT BAR SPACING MUST BE PROVIDED FOR THE WELDED WIRE FABRIC REINFORCED CELL, BUT NOT LESS THAN 4 FEET. CONSTRUCT BOND BEAMS WITH PORTLAND CEMENT EXPOSURE - Ce = 0.9 REINFORCEMENT. GROUT 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AND A MAXIMUM AGGREGATE SIZE OF 3/4 MONTROSE REGIONAL THERMAL FACTOR - Ct = 1.0 INCH. L. PROVIDE ANCHOR RODS CONFORMING TO THE STANDARDS OF ASTM F1554 GRADE 36 UNLESS OTHERWISE AIRPORT - MTJ 9. SEISMIC LOADS: NOTED. M. PROVIDE VERTICAL REINFORCING AT CORNERS OF CMU WALLS, AT ENDS OF WALLS, EACH SIDE OF BUILDING RISK CATEGORY III CONTROL JOINT, AND EACH SIDE OF WALL OPENINGS PER DETAIL(S). PROVIDE MINIMUM 3/8 INCH THROUGH- SEISMIC IMPORTANCE FACTOR - I = 1.25 M. COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDS AND ANCHOR RODS. SET ANCHOR RODS WITH A TEMPLATE. WALL CONTROL JOINTS NO FURTHER THAN TWICE THE WALL HEIGHT, 24'-0" MAXIMUM, UNLESS OTHERWISE MAPPED SPECTRAL RESPONSE ACCELERATIONS - Ss = 0.398, S1 = 0.083 SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING. NOTED ON DRAWINGS. CONTRACTOR SHALL PROVIDE LOCATIONS OF JOINTS WITH THE MASONRY SITE CLASS - D SUBMITTAL. SPECTRAL RESPONSE COEFFICIENT - Sds = 0.393, Sd1= 0.133 N. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE STANDARD 90- HOLDROOM EXPANSION SEISMIC DESIGN CATEGORY B DEGREE HOOKS IN ACCORDANCE WITH ACI 318. STAGGER SPLICES UNLESS SPECIFICALLY NOTED OTHERWISE. N. INSTALL ANCHORS, ACCESSORIES, AND OTHER ITEMS TO BE BUILT IN AS WORK PROGRESSES. BASIC FORCE RESISTING SYSTEM - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE RESPONSE MODIFICATION COEFFICIENT - R = 3 O. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED: O. LAP SPLICE VERTICAL REINFORCING MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS 2100 Aiport Road SEISMIC RESPONSE COEFFICIENT - Cs = 0.164 GREATER. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE PROCEDURE 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3 INCHES Montrose, CO 81401 P. PERFORM CUTTING AND FITTING OF MASONRY WITH MASONRY SAWS PROVIDING CUT FINISHED UNITS. C. GENERAL REQUIREMENTS: 2. CONCRETE EXPOSED TO EARTH OR WEATHER Q. CELLS AT OR BELOW FINISHED GRADE ARE TO BE GROUTED SOLID. Number Description Date 1. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH a. NO. 6 AND LARGER - 2 INCHES THE DRAWINGS. b. NO. 5 AND SMALLER - 1-1/2 INCHES R. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, DO NOT SLOPE DOWEL MORE 1 ISSUE FOR BID 08/26/19 THAN ONE HORIZONTAL TO SIX VERTICAL. 2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING MATERIALS. 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: NOTIFY A/E OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE OF WORK. S. WHEN VERTICAL DOUBLE REINFORCED CELLS ARE SPECIFIED, PROVIDE 1/4 INCH CLEARANCE FROM INSIDE a. SLABS AND WALLS FACE OF THE BLOCK MASONRY CELL OR MINIMUM OF ONE BAR DIAMETER, WHICHEVER IS GREATER. 3. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL - NO. 14 AND NO. 18 - 1-1/2 INCHES OPENINGS. - NO. 11 AND SMALLER - 3/4 INCH T. ENSURE THAT ALL VERTICAL REINFORCING STEEL IS POSITIONED AND HELD IN PLACE BY MEANS OF WIRE b. BEAM STIRRUPS AND COLUMN TIES - 1-1/2 INCHES SPACERS. 4. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

5. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT P. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR APPROVED BY ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT STRUCTURAL ENGINEER. DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF "TYPICAL DETAILS". Q. WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT IN ACCORDANCE WITH ASTM A 706. USE LOW HYDROGEN ELECTRODES FOR WELDING OF REINFORCEMENT IN CONFORMANCE WITH "STRUCTURAL WELDING 6. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED FLOORS/ROOFS IN EXCESS OF CODE - REINFORCING STEEL", AMERICAN WELDING SOCIETY, AWS D1.4. 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR WILL ENSURE THAT ALL SUB-CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR R. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING. ROOF. S. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCEMENT WITH 90-DEGREE BENDS AND EXTENSIONS AT Key Plan: 7. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR IS CORNERS AND INTERSECTIONS AS SHOWN ON TYPICAL BAR PLACING DETAILS. RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION; INCLUDING BRACING, T. PROVIDE BAR SUPPORT ACCESSORIES IN ACCORDANCE WITH THE LATEST ACI MANUAL OF STANDARD PRACTICE SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING FOR DETAILING REINFORCED CONCRETE STRUCTURES. SUPPORT BEAM REINFORCING ON BEAM BOLSTERS OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. SPACED NOT MORE THAN 4 FEET ON CENTER. 8. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AND PROVIDE FOR REQUIRED OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. VERIFY SIZE AND LOCATION OF OPENINGS WITH THE MECHANICAL CONTRACTOR. DEVIATIONS FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING THE CHANGES.

9. DO NOT CUT OR DRILL THROUGH EXISTING REINFORCING OR CABLE TENDONS. X-RAY TO LOCATE REINFORCING OR CABLE TENDONS AT LOCATIONS REQUIRING CUTTING OR CORING PRIOR TO START OF CONSTRUCTION. SUBMIT REINFORCEMENT LOCATION IN CONFLICT WITH DRAWINGS FOR A/E REVIEW. JACOBS PROJECT NUMBER

10. WHERE NO SPECIFIC DETAIL OR INFORMATION IS SPECIFIED, DETAIL AND INFORMATION IS TO BE THE SAME AS OTHER AREAS WHERE IT IS SPECIFIED. WXXX9700 CONCRETE MIX DESIGN SCHEDULE DATE

28 MAXIMUM FLY ASH % OF SLUMP AIR 08/26/2019 MIX DESCRIPTION DAY WATER/CEMENT CEMENTITIOUS CEMENT TYPE FINISH CURING METHOD NOTES (±1") ENTRAINMENT F'c RATIO BY WEIGHT ISSUE

1 GRADE BEAMS 4000 PSI 4" 0.40 20% 5-8% I/II FORMED FORMED ISSUE FOR BID

MOIST OR MOISTURE 2 SLAB ON VOID 3000 PSI 4" 0.45 20% 5-8% I/II TROWEL RETAINED (WINTER) DRAWING SHEET TITLE

INTERIOR TOPPING SLABS NOT SUBJECT MOIST OR MOISTURE 3 3000 PSI 4" 0.45 20% 0-3% I/II TROWEL NOTE 6 TO EXTERIOR VEHICLE TRAFFIC RETAINED (WINTER) GENERAL NOTES

NOTES:

1. MAXIMUM AGGREGATE SIZE 3/4". 2. APPLY BONDING AGENT TO SLAB PRIOR TO PLACING TOPPING SLAB. 3. VERIFY SLAB FINISH WITH FLOOR FINISHES. SLAB FINISH MUST MEET SPECIFICATIONS OF FLOORING MANUFACTURER. 4. FINISH TO BE VERIFIED WITH MOCK-UP PRIOR TO CONSTRUCTION. SHEET NO. 5. MAXIMUM AGGREGATE SIZE 3/8" FOR 6" THICK SLABS. 6. VERIFY SLAB FINISH WITH WATERPROOFING MANUFACTURER. SLAB FINISH MUST MEET SPECIFICATIONS OF WATERPROOFING MANUFACTURER. 7. CONCRETE TO CONTAIN CORROSION INHIBITING ADMIXTURE. S-001 STRUCTURAL STEEL NOTES SPECIALTY ENGINEERING REQUIREMENTS NOTES INSPECTION AND TESTS OF CONCRETE CONSTRUCTION

A. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS UNLESS OTHERWISE NOTED: A. ALL DELEGATED ENGINEERING SUBMITTALS REQUIRE CONTRACTOR TO ENGAGE A QUALIFIED VERIFICATION AND INSPECTION TASK INSPECTION FREQUENCY PROFESSIONAL ENGINEER TO PROVIDE SIGNED AND SEALED PLANS AND CALCULATIONS TO STRUCTURAL 717 17TH STREET, SUITE 2750 1. STRUCTURAL STEEL WIDE FLANGE AND WT SHAPES - ASTM A992. ENGINEER OF RECORD FOR REVIEW PRIOR TO THE START OF FABRICATION OF THE SYSTEM OR 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. PERIODIC DENVER, CO 80202 COMPONENT PART AND PRIOR TO ANY FIELD CONSTRUCTION THAT MAY BE AFFECTED BY THE SYSTEM OF 2. REINFORCING BAR WELDING. 2. STRUCTURAL STEEL STANDARD SHAPES, CHANNELS AND ANGLES - ASTM A36. COMPONENT PART. a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 PERIODIC 3. EDGE ANGLES, BENT PLATES, HANGER AND BRACES - ASTM A36. B. GLAZING MUST BE DESIGNED FOR COMPLIANCE WITH GOVERNING BUILDING CODE. CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF b. INSPECT SINGLE PASS FILLET WELDS LESS THAN 5/16". PERIODIC 4. STRUCTURAL PIPE - ASTM A53, GRADE B. COLORADO. c. INSPECT ALL OTHER WELDS. CONTINUOUS 5. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) - ASTM A500, GRADE B. C. HANDRAILS MUST BE DESIGNED FOR COMPLIANCE WITH GOVERNING BUILDING CODE. CALCULATIONS SHALL 3. INSPECT ANCHORS CAST IN CONCRETE PERIODIC BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE 6. BASE PLATES AND MISCELLANEOUS STEEL PLATES - ASTM A570 Gr.50. OF COLORADO. 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS a. ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED CONTINUOUS 7. CONNECTION MATERIALS: ORIENTATIONS TO RESIST SUSTAINED TENSIONS LOADS. a. ALL CONNECTION MATERIALS, EXCEPT AS OTHERWISE NOTED HEREIN OR IN THE b. MECHANICAL AND ADHESIVE ANCHORS NOT DEFINED IN 4a PERIODIC DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES, STIFFENER PLATES, ANGLES, ETC. - ASTM A36. FIREPROOFING NOTES 5. VERIFY USE OF REQUIRED MIX DESIGN. PERIODIC 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, 8. HIGH STRENGTH BOLTS - ASTM A325, A490 OR ASTM F1852 (FULLY TENSIONED). CONTINUOUS A. RE: SPECIFICATIONS FOR FIREPROOFING ASSEMBLIES, MATERIALS AND PROCEDURES. PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURES OF

FIRE-RESISTANCE RATING REQUIREMENTS TO COMPLY WITH ICC. THE CONCRETE 9. HARDENED STEEL WASHERS - ASTM F436. 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUE. CONTINUOUS B. ALL STRUCTURAL ROOF FRAMING BEAMS AND JOISTS REQUIRING FIREPROOFING SHALL BE CONSIDERED 10. HEAVY HEX NUTS - ASTM A563. Seals: UNRESTRAINED. 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. PERIODIC 9. B. WELD MINIMUM SIZE AND STRENGTH INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE PERIODIC C. ALL STRUCTURAL COLUMNS AND ALL STRUCTURAL MEMBERS INCLUDING BEAMS, GIRDERS AND LATERAL MEMBER BEING FORMED. BRACING CONNECTED TO STRUCTURAL COLUMNS SHALL BE CONSIDERED PRIMARY. 1. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THE AISC MANUAL. D. ALL MISCELLANEOUS STRUCTURAL MEMBERS SUCH AS FLOOR EDGE BRACING AND THE LIKE WHICH 2. PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION GROOVE WELDS SUPPORT FLOOR OR ROOF LOADS SHALL BE FIREPROOFED PER SECONDARY MEMBER CRITERIA. AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL.

3. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED ON ALL SHOP AND MASONRY SPECIAL INSPECTION FIELD WELDS UNLESS OTHERWISE NOTED ON THE DRAWINGS. METAL DECK NOTES VERIFICATION AND INSPECTION TASK INSPECTION FREQUENCY 4. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO AWS D1.1 CLASS 1. VERIFY COMPLIANCE WITH APPROVED SUBMITTALS PERIODIC E70XX. A. PROVIDE DESIGN, FABRICATION, AND ERECTION OF METAL DECK CONFORMING TO THE STEEL DECK INSTITUTE'S "CODE OF STANDARD PRACTICE". C. PROVIDE MINIMUM OF TWO BOLTS PER CONNECTION. MINIMUM BOLT DIAMETER TO BE 3/4 INCH. 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: B. FORM ROOF DECK FROM STEEL SHEETS CONFORMING A653 OR HIGHER SPECIFICATIONS WITH A MINIMUM a. PROPORTIONS OF SITE-PREPARED MORTAR PERIODIC D. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT DIP GALVANIZED ACCORDING TO ASTM A153, YIELD STRENGTH OF 33 KSI. CLASS C WHEN USED TO CONNECT STEEL ELEMENTS THAT ARE HOT DIP GALVANIZED AFTER b. CONSTRUCTION OF MORTAR JOINTS PERIODIC FABRICATION. C. ATTACH SHEETS TO STEEL SUPPORT MEMBERS AS INDICATED AND IN ACCORDANCE WITH THE 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. MONTROSE REGIONAL E. PROVIDE SIMPLE SHEAR CONNECTIONS FOR STEEL CONNECTIONS NOT OTHERWISE SPECIFIED a. GROUT SPACE PERIODIC UTILIZING HIGH STRENGTH BEARING BOLTS IN SINGLE OR DOUBLE SHEAR. PROVIDE DOUBLE ANGLE OR AIRPORT - MTJ D. LAP ROOF DECK ENDS MINIMUM OF 2 INCHES. WHEN FASTENING DECK TO SUPPORT MEMBERS, PROVIDE b. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS PERIODIC SINGLE PLATE SHEAR TAB BOLTED CONNECTIONS. REFER TO PLANS FOR FACTORED BEAM REACTIONS WELDING MATERIALS INSTALLATION PROCEDURES TO PREVENT BURNING OF HOLES IN DECK. FOR CONNECTION DESIGN. c. PLACEMENT OF REINFORCEMENT PERIODIC E. PROVIDE 6 INCH CLOSURE STRIP WHERE CHANGES IN DECK DIRECTION OCCUR. CLOSURE TO BE SAME F. STEEL FABRICATION GAGE AS DECK. d. PROPORTIONS OF SITE-PREPARED GROUT PERIODIC e. CONSTRUCTION OF MORTAR JOINTS PERIODIC HOLDROOM EXPANSION 1. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOP TO GREATEST F. AT ENDS OF DECKS OR WHERE CHANGES OF DECK DIRECTION OCCUR, FASTEN TO SUPPORTS AT EACH EXTENT POSSIBLE. FLUTE. PROVIDE ADEQUATE CLOSURES AND FASTENERS TO SIDES AT 18 INCHES ON CENTER. 4. VERIFY DURING CONSTRUCTION: 2100 Aiport Road 2. FABRICATOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF DETAILING ON THE SHOP DRAWINGS, G. WHERE PARTIAL PANELS MAY BE REQUIRED TO COMPLETE DECK INSTALLATION AT PERIMETER OF a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS PERIODIC ERRORS IN FABRICATION, AND THE CORRECT FITTING OF STRUCTURAL STEEL MEMBERS. STRUCTURE, PROVIDE WELDS IN EACH FLUTE TO STRUCTURAL MEMBERS. INSTALL DECK IN THREE SPAN b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF Montrose, CO 81401 LENGTHS WHEREVER POSSIBLE. ANCHORAGE TO MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER PERIODIC G. CONFORM TO THE AISC CODE OF STANDARD PRACTICE, FOR ERECTION TOLERANCES. FIELD CONSTRUCTION MODIFICATION TO STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL BY THE A/E. H. METAL ROOF DECK: CONTINUOUS Number Description Date 1. SEE ROOF FRAMING PLAN NOTES FOR METAL ROOF DECK AND ITS ATTACHMENT. c. WELDING OF REINFORCEMENT H. CLEAN STEEL OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS WHERE REQUIRED FOR 1 ISSUE FOR BID 08/26/19 FABRICATION, FITTING UP, OR WELDING. d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD PERIODIC WEATHER (BELOW 40° F) AND HOT WEATHER (ABOVE 90° F) I. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT PRIOR e. PLACEMENT OF GROUT CONTINUOUS REVIEW AND APPROVAL BY THE A/E. 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS PERIODIC HELICAL PIER NOTES J. AFTER FABRICATION, HOT DIP GALVANIZE STRUCTURAL STEEL AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE. SUCH ITEMS INCLUDE BUT ARE NOT LIMITED TO: A. "CHANCE" HELICAL PIERS (OR EQUIVALENT APPROVED HELICAL PIERS) SHALL BE INSTALLED TO 1. SHELF ANGLES MANUFACTURER'S DETAILS AND RECOMMENDATIONS FOLLOWING THE DESIGN LOADS SHOWN ON THE DRAWINGS. 2. PARAPET WALL SUPPORTING MEMBERS INSPECTION AND TESTING FOR INSTALLATION OF STEEL DECK B. HELICAL PIER PROVIDER WILL SUBMIT INSTALLATION PLAN INCLUDING PIER SIZES, PENETRATION DEPTHS, 3. SCREEN WALL SUPPORTING MEMBERS CAPACITIES AND LOCATIONS, TO BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND CONSTRUCTION. VERIFICATION AND INSPECTION TASK REFERENCED CRITERIA 4. EMBEDDED PLATES IN CONCRETE SEE STEEL DECK INSTITUTE - 2011 1. C. A GEOTECHNICAL ENGINEER, REGISTERED IN THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT SPECIAL INSPECTION AND TESTING FOR THE INSTALLATION OF STEEL DECK SHALL STANDARD FOR QUALITY CONTROL 5. BUILDING CLADDING SUPPORT STEEL. SITE, SHALL BE PRESENT DURING ALL DRILLING OPERATIONS, AND SHALL RECORD AND SUBMIT A PIER BE IN ACCORDANCE WITH QUALITY CONTROL AND QUALITY ASSURANCE PLAN AND QUALITY ASSURANCE FOR DRILLING LOG, SIGNED AND SEALED BY THE SUPERVISING GEOTECHNICAL ENGINEER. REQUIREMENTS OF APPENDIX 1 - TABLES OF INSPECTION OR EXECUTION TASKS. INSTALLATION OF STEEL DECK. Key Plan: K. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER ITEMS THAT REQUIRE HOT DIPPED GALVANIZATION.

L. PROVIDE NON-SHRINK/NON-METALLIC GROUT FOR BASE PLATES WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI. COLD-FORMED STEEL FRAMING STRUCTURAL STEEL, BOLTING, AND WELDING SPECIAL INSPECTION

M. SUBMIT CALCULATIONS FOR CONNECTION DESIGNS NOT DETAILED ON DRAWINGS. DESIGN A. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH VERIFICATION AND INSPECTION TASK REFERENCED CRITERIA CONNECTIONS UNDER SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER WHO IS REGISTERED MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE 1. SPECIAL INSPECTION OF STRUCTURAL STEEL, BOLTING, AND WELDING SHALL BE IN SEE AISC 360-10 FOR IN THE STATE WHERE PROJECT IS BEING CONSTRUCTED AND EMPLOYED BY THE STEEL FABRICATOR. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AMERICAN ACCORDANCE WITH QUALITY CONTROL AND QUALITY ASSURANCE PLAN ADDITIONAL AND MORE SPECIFIC DESIGN CALCULATIONS TO BE SEALED BY FABRICATOR'S REGISTERED PROFESSIONAL ENGINEER. SHOP IRON AND STEEL INSTITUTE (AISI). DRAWINGS SUBMITTED WITHOUT COMPLETE DESIGN CALCULATIONS WILL NOT BE REVIEWED. WHERE REQUIREMENTS OF AISC 360-10 (CHAPTER N). INSPECTION REQUIREMENTS. PREDESIGNED CONNECTIONS ARE TAKEN DIRECTLY FROM TABLES IN AISC MANUAL, CALCULATIONS B. GALVANIZED 12, 14 AND 16 GAGE STUDS SHALL CONFORM TO ASTM A446 GRADE D WITH A MINIMUM 2. SPECIAL INSPECTION OF STRUCTURAL STEEL, BOLTING, AND WELDING FOR THE SEE AISC 341-10 FOR NEED NOT BE SUBMITTED PROVIDED JOB DESIGN CONDITIONS PRECISELY MATCH THOSE ASSUMED IN YIELD STRENGTH OF 50,000 PSI. SEISMIC RESISTING SYSTEM STEEL SHALL BE IN ACCORDANCE WITH QUALITY ADDITIONAL AND MORE SPECIFIC THE AISC MANUAL. CONTROL AND QUALITY ASSURANCE PLAN REQUIREMENTS OF AISC 341-10 INSPECTION REQUIREMENTS. JACOBS PROJECT NUMBER C. GALVANIZED 18 AND 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRACING AND ACCESSORIES SHALL (CHAPTER J). N. FURNISH STEEL SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW PRIOR TO CONFORM TO ASTM A446 GRADE A WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI. FABRICATION. INCLUDE WELDING PROCEDURES, TESTING PROGRAMS FOR WELDING AND HIGH WXXX9700 STRENGTH BOLTING, COATING MATERIAL, AND ERECTION SEQUENCE ON SHOP DRAWINGS. D. ALL COLD-FORMED STEEL SHALL BE GALVANIZED PER ASTM A525, G60. DATE O. MILL STEEL COLUMN ENDS TO FIT FLUSH WITH BASE PLATE, CAP PLATE, AND END PLATES. FIELD E. STEEL STUD CONSTRUCTION FOR NON-BEARING PARTITION WALL SYSTEMS SHALL HAVE VERTICAL SLIP ASSEMBLY OF THESE STEEL ELEMENTS TO THE COLUMNS IS PROHIBITED. CONNECTIONS. DO NOT ATTACH THE STUDS TO THE STRUCTURE IN ANY WAY THAT WOULD PREVENT THE STRUCTURE FROM DEFLECTING UNDER SUPERIMPOSED LOADS. 08/26/2019 P. PROVIDE TEMPORARY SHORING OR BRACING DURING CONSTRUCTION PHASE PRIOR TO COMPLETING CONNECTIONS. F. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT-GAGE STEEL FRAMING ISSUE WORK. ISSUE FOR BID

DRAWING SHEET TITLE GENERAL NOTES

SHEET NO. S-002 (ALL ABBREVIATIONS/SYMBOLS SHOWN ARE NOT (ALL ABBREVIATIONS/SYMBOLS SHOWN ARE NOT STRUCTURAL SYMBOLS ABBREVIATIONS NECESSARILY USED ON THE DRAWINGS) ABBREVIATIONS (CONTINUED) NECESSARILY USED ON THE DRAWINGS) 717 17TH STREET, SUITE 2750 DENVER, CO 80202 A E M S SURFACE - STEPPED SLOPE INDICATOR A/E ARCHITECT/ENGINEER E EAST MAS MASONRY S SOUTH, STANDARD SHAPE SURFACE - SLOPE UP AB ANCHOR BOLT EA EACH MATL MATERIAL SC SHEAR CONNECTORS, STRUCTURAL ARROW ACI AMERICAN CONCRETE INSTITUTE EF EACH FACE MAX MAXIMUM SLIP CRITICAL (DIRECTION OF SPAN) ADDL ADDITIONAL EJ EXPANSION JOINT MC MISCELLANEOUS CHANNEL SCHED SCHEDULE(D) SURFACE - SLOPE DOWN COLUMN PASSING THRU ADJ ADJACENT ELEC ELECTRICAL SHAPE SDI STEEL DECK INSTITUTE THIS LEVEL AFF ABOVE FINISH FLOOR ELEV, EL ELEVATION MECH MECHANICAL SECT SECTION SURFACE - SLOPE (2) WAYS TOP OF STEEL ± DEVIATION AISC AMERICAN INSTITUTE OF STEEL EOD EDGE OF METAL DECK MEP MECHANICAL, ELECTRICAL, SHT SHEET ( +3" ) FROM TYPICAL CONSTRUCTION EOS EDGE OF SLAB PLUMBING SIM SIMILAR T.O. WALL ELEVATION POINT (TOP OF APPROX APPROXIMATE (-LY) EQ EQUAL MEZZ MEZZANINE SJ SAW JOINT ELEMENT INDICATED) NUMBER OF EVENLY ARCH ARCHITECTURAL EQUIP EQUIPMENT MFR MANUFACTURE (-R) SJI STEEL JOIST INSTITUTE [ X ] SPACED SHEAR STUDS ARCH'T ARCHITECT EW EACH WAY MID MIDDLE SL SLOPE 100'-0" TOP OF CONCRETE EL ASCE AMERICAN SOCIETY OF CIVIL EXIST EXISTING MIN MINIMUM SPA SPACE [ X,Y,Z ] ENGINEERS EXP EXPANSION MISC MISCELLANEOUS SPEC SPECIFICATION(S) SPECIAL STUD SPACING 112'-0" TOP OF MEMBER EL Seals: ASTM AMERICAN SOCIETY FOR EXT EXTERIOR MS MIDDLE STRIP SPL SPECIAL THE AMOUNT OF MID-SPAN TESTING AND MATERIALS MT STRUCTURAL TEE CUT SQ SQUARE C 7/8" DEAD LOAD CAMBER F FROM MISC STEEL SS STAINLESS STEEL WP B MTL METAL STD STANDARD WORKPOINT MOMENT CONNECTION FAB FABRICATION STIFF STIFFENER BB BACK TO BACK DOUBLE ANGLE CONNECTION FD FLOOR DRAIN STIR STIRRUP BC BOTTOM CHORD N REQUIRED IN LEIU OF SINGLE SHEAR FDN FOUNDATION STL STEEL PLATE BL BASE LINE FF FINISH FLOOR N/A NOT APPLICABLE STR STRUCTURAL BLDG BUILDING FIN FINISH (-ED) NF NEAR FACE STRUCT STRUCTURE BM BEAM DRAWING/DETAIL REFERENCE KEY FLR FLOOR NIC NOT IN CONTRACT SW SHEAR WALL BOT BOTTOM FS FAR SIDE NO NUMBER SYM SYMMETRICAL BP BASE PLATE FT FOOT/FEET NOM NOMINAL BRG BEARING FTG FOOTING NS NEAR SIDE REFER TO BRKT BRACKET T NTS NOT TO SCALE DRAWING/DETAIL NUMBER BS BOTH SIDES G T TOP, TENSION BSMT BASEMENT O RE: 1/SF301 MONTROSE REGIONAL T.O. TOP OF BVL BEVELED GA GAGE OR GAUGE T&B TOP & BOTTOM AIRPORT - MTJ BW BOTH WAYS GALV GALVANIZED OA OVERALL GB GRADE BEAM OC ON CENTER TEMP TEMPERATURE DRAWING/DETAIL REFERENCED TO C OD OUTSIDE DIAMETER THRD THREADED OF OUTSIDE FACE THK THICKNESS C COMPRESSION, CHANNEL HOLDROOM EXPANSION H OPNG OPENING (-S) TOS TOP OF STEEL SHAPE OPP OPPOSITE TRD TREAD (-S) CG CENTER OF GRAVITY HORIZ HORIZONTAL OPP HND, OH OPPOSITE HAND TRNV TRANSVERSE 2100 Aiport Road CGC CENTER OF GRAVITY OF CONCRETE HP HIGH POINT MATERIAL GRAPHIC SYMBOLS OPT OPTIONAL TW TILT WALL CGS CENTER OF GRAVITY OF STEEL HS HEADED STUD Montrose, CO 81401 OVS OVERSIZE TYP TYPICAL THE FOLLOWING SYMBOLS ARE USED TO REPRESENT THE MATERIALS SHOWN ON CJ CONSTRUCTION JOINT HSS HOLLOW STRUCTURAL THE STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS AND GENERAL NOTES CL CENTERLINE SECTION FOR MATERIAL QUALITIES REQUIRED P U Number Description Date HT HEIGHT CLR CLEAR, CLEARANCE 1 ISSUE FOR BID 08/26/19 CMU CONCRETE MASONRY UNIT PC PRECAST CONCRETE I UON UNLESS OTHERWISE NOTED COE CORPS OF ENGINEER'S PERP PERPENDICULAR COL COLUMN PG PLATE GIRDER ID INSIDE DIAMETER V CONC CONCRETE IN INCH (-ES) PL PLATE CONST CONSTRUCTION PLUMB PLUMBING EARTH ROCK PRECAST CONCRETE CAST-IN-PLACE INT INTERIOR VERT VERTICAL CONCRETE CONT CONTINUOUS OR CONTINUED PREFAB PREFABRICATED CONX CONNECTION J PRELIM PRELIMINARY W COR CONTRACTING OFFICER'S PRMLD PREMOLDED JST JOIST REPRESENTATIVE PROJ PROJECTION W WEST, WIDTH, WIDE FLANGE JT JOINT PSTG PRESTRESSED GIRDER WB WIND BRACE D K P/T POST-TENSION (-ED, -ING) w/ WITH PT POINT w/o WITHOUT NON- CMU EXISTING STRUCTURAL D DEPTH K KIPS (1000 LBS) SHRINK CONCRETE STEEL IN CROSS PVC POLYVINYL CHLORIDE WP WORK POINT DETL DETAIL KO KNOCKOUT GROUT SECTION PVT PAVEMENT WPJ WEAKENED PLANE JOINT Key Plan: DIA DIAMETER WT WEIGHT, STRUCTURAL TEE DIAG DIAGONAL L R CUT FROM WIDE FLANGE BEAM DIM DIMENSION L ANGLE SHAPE R RIGHT, RISER WWF WELDED WIRE FABRIC DL DEAD LOAD SHEET SYMBOLS LB,# POUND RAD RADIUS WWM WELDED WIRE MESH DN DOWN LD DEVELOPMENT LENGTH RD ROOF DRAIN DP DAMP PROOFING LDG LANDING RE: REFER TO DWG DRAWING (-S) LH LEFT HAND REINF REINFORCING (-ED,-MENT) X DWL DOWEL LL LIVE LOAD REM REMAINDER XFMR TRANSFORMER LLH LONG LEG HORIZONTAL REQD REQUIRED 1/SF301 SECTION CUTS LLV LONG LEG VERTICAL REV REVISION JACOBS PROJECT NUMBER LONG LONGITUDINAL RH RIGHT HAND LP LOW POINT RJ RUSTICATION JOINT WXXX9700 LW LONG WAY RND ROUND LWC LIGHTWEIGHT CONCRETE RO ROUGH OPENING ENLARGED PLAN/ ELEVATION OF WALL DATE DETAIL REFERENCE OR FRAME RW RETAINING WALL 08/26/2019

ISSUE ISSUE FOR BID

DRAWING SHEET TITLE ABBREVIATIONS & LEGENDS

SHEET NO. S-003 GENERAL NOTES: 5 4 3 4 3 2.4 2 1.9 A. TOP OF FLOOR SLAB ELEVATION = 100' -0" TYP UNO. 20'-0" 20'-0" 12'-0" 8'-0" 2'-0" B. FLOOR SLAB SHALL BE 6" THICK CONCRETE REINFORCED WITH #4 @ 12" OC EACH WAY, CENTERED IN SLAB OVER 717 17TH STREET, SUITE 2750 3 10 -MIL VAPOR BARRIER ON CLEAN, COMPACTED 5 GB2 SUBGRADE. PROVIDE 15 -MIL VAPOR BARRIER AT DENVER, CO 80202 A.0 INTERIOR SLABS ONLY. 4 C. SEE STRUCTURAL NOTES AND ABBREVIATIONS FOR 15 5 ADDITIONAL INFORMATION. D. MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR 6 4 1 SLOPES, STEPS, AND DEPRESSIONS.

GB2 E. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL 6'-8"

GB1 GB2 4 9 8 9 S-102 DIMENSIONS NOT SHOWN. 2 F. REFERENCE PLUMBING DRAWINGS FOR FLOOR DRAINS, 8 SANITARY RISERS, AND SANITARY VENTS. A

1

S-221 2 1 ______S-501 S-501 KEYED NOTES FLOOR DRAIN 10'-0" 1 NEW TOPPING SLAB REINFORCED WITH W6X6-1.4X1.4 WWR Seals: 2 NEW 6" THICK CONCRETE SLAB REINFORCED WITH #4 REBAR AT 12" OC EACH WAY 3 NEW HSS10X0.375 COLUMN 4 NEW CONCRETE GRADE BEAM, SEE SCHEDULE, TYP. 5 NEW 8" CMU WALL REINFORCED WITH #5 REBAR AT EACH END A.33 AND 24" OC 10 6 DEMOLISH EXISTING COLD-FORMED STEEL FRAMING AND PROVIDE NEW 6" METAL STUD WALL. SEE DETAILS ON S-511. 7 EXISTING SLAB ON GRADE 1 8 EXISTING STEEL COLUMN 9 EXISTING CONCRETE GRADE BEAM NEW CONCRETE TOPPING SLAB 10 DEMOLISH EXISTING TRENCH DRAIN AND PATCH SLAB. SEE OVER EXISTING SLOPED SLAB ON GRADE DETAIL 3/S-501. TOP OF SLAB EL. = 100' -0" 15 EXISTING PARAPET 7 VERIFY EXTENTS IN FIELD

MONTROSE REGIONAL AIRPORT - MTJ 20'-0"

HOLDROOM EXPANSION 2100 Aiport Road Montrose, CO 81401

Number Description Date 8 1 ISSUE FOR BID 08/26/19 B

8

7 Key Plan: 30'-0"

JACOBS PROJECT NUMBER WXXX9700

DATE 08/26/2019

ISSUE ISSUE FOR BID

DRAWING SHEET TITLE C FOUNDATION PLAN

TN 1 FOUNDATION PLAN SHEET NO. PN - 1/4" = 1' -0" S-101 GENERAL NOTES:

A. TOP OF FLOOR SLAB ELEVATION = 100' -0" TYP UNO. B. FLOOR SLAB SHALL BE 6" THICK CONCRETE REINFORCED WITH #4 @ 12" OC EACH WAY, CENTERED IN SLAB OVER 10 -MIL VAPOR BARRIER ON CLEAN, COMPACTED 717 17TH STREET, SUITE 2750 3 2.4 2 1.9 SUBGRADE. PROVIDE 15 -MIL VAPOR BARRIER AT DENVER, CO 80202 INTERIOR SLABS ONLY. 12'-0" 8'-0" 2'-0" C. SEE STRUCTURAL NOTES AND ABBREVIATIONS FOR ADDITIONAL INFORMATION. 6'-0" 5'-2" 10" 10" 6'-4" 10" 10" 1'-2" D. MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR SLOPES, STEPS, AND DEPRESSIONS. E. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. NEW HELICAL PIER TO F. REFERENCE PLUMBING DRAWINGS FOR FLOOR DRAINS, 2 3 ______1 SUPPORT 25k ULTIMATE SANITARY RISERS, AND SANITARY VENTS. NEW HELICAL PIER TO ______3 VERTICAL LOAD SUPPORT 25k ULTIMATE S-501 NEW HELICAL PIER TO S-501 VERTICAL LOAD SUPPORT 25k ULTIMATE 4 VERTICAL LOAD 6" 5 6" 10" GB2 10" A.0 8" 2" 6" 1'-2" 6" 4 T.O. G.B. = 99' -4" KEYED NOTES Seals: T.O. SLAB = 99' -7" VIF TYP UNO 1 NEW TOPPING SLAB REINFORCED WITH W6X6-1.4X1.4 WWR T.O. CMU WALL = 103' -4" 2 NEW 6" THICK CONCRETE SLAB REINFORCED WITH #4 REBAR T.O. G.B. = 98' -10" 4 5 AT 12" OC EACH WAY 3 NEW HSS10X0.375 COLUMN 4 NEW CONCRETE GRADE BEAM, SEE SCHEDULE, TYP.

4 6'-8" 6'-6" GB2 6 GB1 GB2 2 T.O. SLAB = 100' -0" 5 NEW 8" CMU WALL REINFORCED WITH #5 REBAR AT EACH END AND 24" OC 1" / 12" 5'-6" 8 9 2" 6 DEMOLISH EXISTING COLD-FORMED STEEL FRAMING AND 8 PROVIDE NEW 6" METAL STUD WALL. SEE DETAILS ON S-511. 4'-5" 7" 7 EXISTING SLAB ON GRADE 8 EXISTING STEEL COLUMN VIF 9 EXISTING CONCRETE GRADE BEAM

A

1 7 MONTROSE REGIONAL AIRPORT - MTJ

HOLDROOM EXPANSION 2100 Aiport Road Montrose, CO 81401

Number Description Date 1 ISSUE FOR BID 08/26/19 TN 1 ENLARGED FOUNDATION PLAN PN - 1/2" = 1' -0"

Key Plan:

JACOBS PROJECT NUMBER WXXX9700

DATE 08/26/2019

ISSUE ISSUE FOR BID

DRAWING SHEET TITLE ENLARGED FOUNDATION PLAN

SHEET NO. S-102 GENERAL NOTES: 5 4 3 2.4 2 1.9 1 A. TOP OF STEEL ELEVATION = 112' -3 1/2" UNO. 20'-0" 20'-0" 12'-0" 8'-0" 2'-0" B. REFERENCE ARCHITECTURAL DRAWINGS FOR ROOFING S-112 MATERIAL, SCUPPERS, FLASHING, AND TRIM. 3 C. SEE STRUCTURAL GENERAL NOTES AND ABBREVIATIONS 717 17TH STREET, SUITE 2750 W8X15 FOR ADDITIONAL INFORMATION. DENVER, CO 80202 A.0 D. COORDINATE ALL ROOF OPENING LOCATIONS AND SIZES 14 3 11 WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. E. JOIST SIZE SHOWN ACCOUNTS FOR BALANCED SNOW 8 LOAD AND DOWNWARD WIND, SNOW DRIFT AND UNBALANCED SNOW, PARTITIONS, OVERBUILT FRAMING,

6'-8" 6'-8" AND SUPPORTED OR SUSPENDED EQUIPMENT IS W8X15

W8X15 CONSIDERED ADDITIONAL LOAD. 15 8 HSS2-1/2X2-1/2X1/4 HSS2-1/2X2-1/2X1/4 A

16 1 3 2 1 S-221 ______S-511 S-511 S-511 KEYED NOTES 10'-0" 3 NEW HSS10X0.375 COLUMN Seals: 8 EXISTING STEEL COLUMN EXISTING 11 NEW 1.5B22 GALVANIZED METAL DECK (LOW). FASTEN TO STRUCTURE USING 5/8" DIAMETER PUDDLE WELDS IN 36/4 EXPANSION JOINT PATTERN WITH (2) #10 STITCH SCREWS EACH SPAN. AT PERIMETER, USE 5/8" DIAMETER PUDDLE WELDS @ 6" OC, TYP. A.33 13 EXISTING ROOF 14 EXISTING GATE CANOPY 15 EXISTING PARAPET 16 EXISTING JOIST GIRDER 17 EXISTING BAR JOIST

MONTROSE REGIONAL

13 AIRPORT - MTJ

13 20'-0"

HOLDROOM EXPANSION 17 2100 Aiport Road Montrose, CO 81401

Number Description Date 1 ISSUE FOR BID 08/26/19 B

Key Plan: 30'-0"

JACOBS PROJECT NUMBER WXXX9700

DATE 08/26/2019

ISSUE ISSUE FOR BID

DRAWING SHEET TITLE C ROOF PLAN

SHEET NO. TN 1 ROOF FRAMING PLAN PN - 1/4" = 1' -0" S-111 GENERAL NOTES:

A. TOP OF STEEL ELEVATION = 112' -3 1/2" UNO. B. REFERENCE ARCHITECTURAL DRAWINGS FOR ROOFING MATERIAL, SCUPPERS, FLASHING, AND TRIM. C. SEE STRUCTURAL GENERAL NOTES AND ABBREVIATIONS 717 17TH STREET, SUITE 2750 3 2.4 2 1.9 FOR ADDITIONAL INFORMATION. DENVER, CO 80202 D. COORDINATE ALL ROOF OPENING LOCATIONS AND SIZES 12'-0" 8'-0" 2'-0" WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NEW 3 5/8" COLD -FORMED PLUMBING DRAWINGS. WALL FRAMING, TYP E. JOIST SIZE SHOWN ACCOUNTS FOR BALANCED SNOW 3 2 1 LOAD AND DOWNWARD WIND, SNOW DRIFT AND ______STEEL DECK BEARING UNBALANCED SNOW, PARTITIONS, OVERBUILT FRAMING, EL = 114' -0" S-511 S-511 AND SUPPORTED OR SUSPENDED EQUIPMENT IS S-511 CONSIDERED ADDITIONAL LOAD.

NEW 6" COLD -FORMED STEEL FRAMING, TYP UNO

A.0

12 KEYED NOTES 3 NEW HSS10X0.375 COLUMN Seals: NEW PARAPET EL PER ARCH 11 NEW 1.5B22 GALVANIZED METAL DECK (LOW). FASTEN TO STRUCTURE USING 5/8" DIAMETER PUDDLE WELDS IN 36/4 PATTERN WITH (2) #10 STITCH SCREWS EACH SPAN. AT

6'-8" PERIMETER, USE 5/8" DIAMETER PUDDLE WELDS @ 6" OC, TYP. NEW 600S162 -43 @ 2' -0" 12 NEW 1.5B22 GALVANIZED METAL DECK (HIGH). FASTEN TO 6" METAL STUD JOISTS USING #10 TEK SCREWS @ 6" OC FIELD AND EDGES. USE (2) #10 STITCH SCREWS EACH SPAN. SEE EXISTING PARAPET DETAILS ON SHEET S-511. 15 EL = 114' -0" 13 EXISTING ROOF 15 EXISTING PARAPET 16 EXISTING JOIST GIRDER 17 EXISTING BAR JOIST A

STEEL DECK BEARING EL = 113' -10 1/2" MONTROSE REGIONAL 1 AIRPORT - MTJ S-221 DEMOLISH EXISTING CFS PARAPET FRAMING HOLDROOM EXPANSION 2100 Aiport Road Montrose, CO 81401 TN 2 HIGH ROOF FRAMING PLAN PN - 1/2" = 1' -0" Number Description Date 1 ISSUE FOR BID 08/26/19

3 2.4 2 1.9 12'-0" 8'-0" 2'-0"

3 2 1 ______S-511 S-511 S-511

3 3

W8X15 Key Plan: 112' -3 1/2" A.0 11 6" 6" - - 3 1/2" 3 1/2" 3 - - 6'-8" 112' 112' W8X15 W8X15 112' 112' JACOBS PROJECT NUMBER

15 HSS2-1/2X2-1/2X1/4 HSS2-1/2X2-1/2X1/4 15 3'-4" WXXX9700

DATE 08/26/2019 A ISSUE 16 17 ISSUE FOR BID PLACE NEW HSS RAFTERS ADJACENT TO EXISTING JOIST SEATS (VIF) 13 DRAWING SHEET TITLE ENLARGED ROOF PLANS

TN 1 ENLARGED ROOF PLAN (LOW) SHEET NO. PN - 1/2" = 1' -0" S-112 717 17TH STREET, SUITE 2750 DENVER, CO 80202

Seals:

MONTROSE REGIONAL 3 2.4 2 AIRPORT - MTJ VERIFY JOIST BOTTOM CHORD EXTENSIONS TO GIRDER TRUSS BOTTOM CHORD OR ADD NEW EXTENSIONS TO MATCH BOTTOM CHORDS. (2) SIMPSON SCW3.25 TYP ALL JOISTS @ A/2 -3 W (2) #12 SCREWS TO GIRDER TRUSS BOTTOM CHORD HOLDROOM EXPANSION 600T250 -54 (50ksi) TOP TRACK TYP @ JAMB TOP W/ (2) 0.157"ø PAF @ 16" OC TO BOTTOM CHORD OF GIRDER TRUSS NO SCREWS IN STUDS 2100 Aiport Road TO TOP SLIP TRACK T.O. (E) PARAPET Montrose, CO 81401 114'-0"

Number Description Date

T.O. (E) STEEL 1 ISSUE FOR BID 08/26/19 112'-3 1/2"

600S162 -43 @ 16" OC 600S162 -43 @ 16" OC (2) 600S162 -43 + (2) 600T125 -68 (50ksi) (2) 600S162 -43 + (2) 600T125 -68 (50ksi)

2 SNIP ENDS OF HEADER ______3"X3"X16ga PLATE EA SIDE CHANNELS & LAP JAMB 2 S-221 ______@ 5' -0" OC ON JAMB STUDS STUDS. FASTEN EA FACE W/ W/ (4) #10 LOW -PROFILE (4) #10 LOW -PROFILE TEK S-221 TEK SCREW Key Plan: SCREWS. 54 (50ksi) 54 (50ksi) 54 (50ksi) 54 (50ksi) 54 - - - -

(2) 600S162 (2) 2 600S162 (2) 600S162 (2) 600S162 (2) ______600S162 -43 @ 16" OC S-221 (2) 600S162 -43 + (2) 600T125 -68 (50ksi)

JACOBS PROJECT NUMBER

600S162 -43 @ 16" OC WXXX9700

600S162 -54 STUDS @ 16" OC DATE

LEVEL 1 08/26/2019 FASTEN BOTTOM TRACK TO 100'-0" BOX HEADER W/ (2) #10 TEK SCREWS @ 24" OC. ALIGN W/ ISSUE DETAIL IS MIRRORED STUDS VERTICALLY @ SILL 600T125 -54 (50ksi) CONDITION ISSUE FOR BID TOP & BOTTOM 600T125 -43 BOTTOM TRACK 600S162 -43 BLOCKING W/ (2) 0.157"ø PAF @ 16" OC @ 5' -0" OC BETWEEN 600S162 -43 TO NEW TOPPING SLAB STUDS EA SIDE DRAWING SHEET TITLE WALL FRAMING #10 LOW -PROFILE TEK SCREWS @ 12" OC TYP ELEVATION

2 BOX BEAM 1 WALL FRAMING ELEVATION SHEET NO. - 1 1/2" = 1' -0" - 1/2" = 1' -0" S-221 GRADE BEAM SCHEDULE 1'-2" 717 17TH STREET, SUITE 2750 DENVER, CO 80202 DESIGNATION WIDTH DEPTH TOP BOTTOM STIRRUPS 2" 2" REINFORCING REINFORCING STEEL COLUMN GB1 1'-0" 2'-0" (2) #6 (2) #6 #3 @ 12" OC 2" 1/4 GB2 1'-0" 2'-10" (2) #6 (2) #6 #3 @ 12" OC 1'-2" #4x1'-6" @ 18" OC TYP 2" 3/4" THICK BASE PLATE 6" EMBED INTO EXISTING SLAB W/ WIDTH HILTI HIT-RE 500-V3

TOP REINFORCING T.O. GB NEW SLAB ON GRADE W/ REINFORCING PER PLAN PER PLAN STEEL COLUMN NUT TOP & BOTTOM OF BASE PLATE EXISTING SLAB ON GRADE 1 1/2" THICK GROUT 1 1/2" 1 T.O. CONCRETE (4) 3/4" ANCHOR BOLTS STIRRUPS PER PLAN W/ DOUBLE NUT & WASHER

DEPTH Seals: 1'-0" PILASTER BOTTOM REINFORCING

VOID MATERIAL W/ SOIL RETAINER 6" EACH SIDE PER MANUFACTURER'S RECOMMENDATIONS

5 TYPICAL GRADE BEAM 4 COLUMN BASE PLATE 3 INFILL SLAB ON GRADE - 3/4" = 1' -0" - 3/4" = 1' -0" - 3/4" = 1' -0"

MONTROSE REGIONAL AIRPORT - MTJ

NEW 8" REINFORCED BOND A.0 A NEW 8" REINFORCED BOND A.0 A HOLDROOM EXPANSION BEAM AT TOP OF WALL W/ (2) BEAM AT TOP OF WALL W/ (2) #5 CONTINUOUS #5 CONTINUOUS 2100 Aiport Road

NEW STEEL COLUMN CMU WALL Montrose, CO 81401 BEYOND NEW STEEL COLUMN EXISTING W8x48 STEEL COLUMN Number Description Date 1 ISSUE FOR BID 08/26/19

NEW 8" THICK SPLIT-FACE NEW 8" THICK SPLIT-FACE CMU WALL W/ #5 @ 24" OC CMU WALL W/ #5 @ 24" OC

NEW CONCRETE TOPPING SLAB NEW CONCRETE TOPPING SLAB NEW 6" THICK CONCRETE 1/2" ISOLATION SLAB ON GRADE 1/2" ISOLATION MATERIAL MATERIAL NEW 6" THICK CONCRETE SLAB ON GRADE GROUT ALL CELLS BELOW GRADE GROUT ALL CELLS LEVEL 1 BELOW GRADE LEVEL 1 100'-0" 100'-0" Key Plan:

EXISTING 5" THICK CONCRETE SLAB 4"

CLR EXISTING 5" THICK CONCRETE SLAB

REINFORCE PILASTER W/ REINFORCE PILASTER W/ CLR 2" (4) #5 VERT (@CORNERS) (4) #5 VERT (@CORNERS) & #4 TIES @ 10" OC & #4 TIES @ 10" OC EXISTING CONCRETE GRADE BEAM EXISTING CONCRETE EXTEND GRADE BEAM EXTEND GRADE BEAM GRADE BEAM REINFORCING & HOOK REINFORCING & HOOK INTO PILASTER INTO PILASTER EXISTING CONCRETE PILASTER JACOBS PROJECT NUMBER 4" CLR

PROVIDE HOOK AT PROVIDE HOOK AT WXXX9700 BOTTOM BOTTOM 3" CLR 3" 3" CLR 3" EXISTING CONCRETE DATE GRADE BEAM NEW CONCRETE BEYOND GRADE BEAM ATTACH LONGITUDINAL 08/26/2019 GRADE BEAM REINFORCING NEW CONCRETE TO EXISTING PILASTER W/ GRADE BEAM HILTI HIT-RE 500-V3 (6" EMBED) ATTACH LONGITUDINAL EXISTING ISSUE NEW HELICAL PIER GRADE BEAM REINFORCING CONCRETE PIER PER PLAN TO EXISTING PILASTER W/ CAP HILTI HIT-RE 500-V3 (6" EMBED) NEW HELICAL PIER ISSUE FOR BID PER PLAN

DRAWING SHEET TITLE

EXISTING PILE FOUNDATION DETAILS

2 FOUNDATION @ EXISTING GRADE BEAM 1 FOUNDATION @ EXISTING PIER SHEET NO. - 3/4" = 1' -0" - 3/4" = 1' -0" S-501 717 17TH STREET, SUITE 2750 DENVER, CO 80202 COVER LAP SPLICE DEVELOPMENT LENGTH FOR 'Ld' TENSION DEVELOPMENT LENGTH FOR REBAR COVER BEAM, SLAB, AND WALL REBAR (GRADE 60 CONCRETE PLACED AGAINST EARTH 3" BEAM, SLAB, AND WALL REBARS (GRADE UNCOATED BARS - NORMAL WEIGHT 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE PLACED IN FORMS AND EXPOSED TO WEATHER OR EARTH 2" CONCRETE) CONCRETE) COLUMNS GIRDERS AND BEAMS 1.5" SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1" f'c=4000 psi f'c=5000 psi f'c=4000 psi f'c=5000 psi BAR SIZE BAR SIZE D D Ld(TOP) Ld(OTHER) Ld(TOP) Ld(OTHER) Ld(TOP) Ld (OTHER) Ld(TOP) Ld(OTHER)

d d # 3 24" 19" 22" 17" # 3 18" 14" 17" 13"

# 4 32" 25" 29" 22" # 4 25" 19" 20" 17" 4d OR 2 1/2" MIN 12d # 5 40" 31" 36" 28" # 5 31" 24" 28" 21" 90° HOOK 180° HOOK # 6 48" 37" 43" 33" # 6 37" 28" 33" 25" NOTE: 6 1 # 7 70" 54" 63" 49" # 7 54" 42" 48" 37" FOR 'D' ETC SEE CRSI HANDBOOK GOVERNING EDITION. MAX OFFSET BEND # 8 80" 62" 72" 55" # 8 62" 47" 55" 42" PRINCIPAL REINFORCING # 9 91" 70" 81" 63" # 9 69" 53" 62" 48" Seals: # 10 102" 79" 91" 70" # 10 78" 60" 70" 54" R R O BAR O N d N d I 0 I 6 M DIA MIN "D" 1 M # 11 113" 87" 101" 78" # 11 87" 67" 78" 60" " " 4 6 #3 1 1/2" #4 2" D D NOTES: #5 2 1/2" #6 3" 1. Ld(TOP) LAP SPLICE LENGTHS ARE FOR HORIZONTAL REBARS WITH MORE THAN 12 IN OF FRESH TIE OR STIRRUP SEISMIC STIRRUP/TIE #7 3 1/2" CONCRETE CAST BELOW THE BARS AT THE DEVELOPMENT LENGTH. #8 4" 2. LAP SPLICES SHOWN ARE CLASS "B" LAPS. #9 4 1/2" #10 5" 3. AT CONCRETE BEAMS, SPLICE BOTTOM REINFORCING AT SUPPORTS AND SPLICE TOP REINFORCING MIDWAY BETWEEN SUPPORTS. #11 5 1/2" 4. FOR CONCRETE SLABS ON VOID, SEE DETAIL C4/S-301 FOR SPLICE LOCATIONS. DETAIL NOTES: 5. ALL LAP SPLICES ARE TO BE IN CONTACT AND WIRE TIED. STAGGER SPLICES SO THAT NO MORE 1. BENDS SHALL BE MADE COLD. THAN 50% OF REINFORCING IS SPLICED AT A LOCATION. MONTROSE REGIONAL 2. #14 AND #18 BARS SHALL BE BEND-TESTED AND APPROVED PRIOR TO BENDING. 6. WELDED WIRE REINFORCEMENT SHALL LAP AT LEAST (2) CROSS WIRES OR 8" MINIMUM. AIRPORT - MTJ

REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH HOLDROOM EXPANSION 4 REINFORCING BENDS AND COVER 3 TABLES 2100 Aiport Road - Not to Scale - Not to Scale Montrose, CO 81401

Number Description Date 1 ISSUE FOR BID 08/26/19

HELICAL PIER BELOW STANDARD 90° HOOK ON ALL LONGITUDINAL BARS AS SHOWN - TYPICAL STIRRUP TYPICAL 2" Key Plan: SLAB REINFORCING PER PLAN

#4x2'-0"x2'-0" DOWEL @ 12" OC 2" 2"

T.O. GB PER PLAN CONCRETE GRADE BEAM

NOTE: GRADE BEAM SPLICE TOP BARS MIDWAY PER PLAN JACOBS PROJECT NUMBER BETWEEN HELICAL PIERS. SPLICE BOTTOM BARS OVER HELICAL PIERS. WXXX9700

DATE 08/26/2019 CORNER INTERSECTION END ISSUE ISSUE FOR BID

2 SLAB @ GRADE BEAM 1 PLAN - TYPICAL GRADE BEAM REINFORCING DRAWING SHEET TITLE - 3/4" = 1' -0" - Not to Scale FOUNDATION DETAILS

SHEET NO. S-502 600T300-54 CONTINUOUS A.0 A

T.O. PARAPET 717 17TH STREET, SUITE 2750 PER ARCH DENVER, CO 80202 600S162-43 @ 16" OC

NEW 600T300-54 CONTINUOUS 1.5B22 METAL DECK ON 6" COLD-FORMED STEEL JOISTS NEW 600S162-43 @ 16" OC

600T150-43 LEDGER TRACK W/ (3) #10 SDS @ 16" OC TO STUDS

1/4 1.5B22 METAL DECK 1/4 T.O. (E) PARAPET 114'-0" 1/2" CAP PLATE 1 1/2" 2-12 2" @ ENDS SIMPSON FCB47.5 2-12 MAX CONNECTORS

1 1/4" 1 PER MANUF Seals:

T.O. (E) STEEL 112'-3 1/2" 3"

HSS2-1/2x2-1/2x1/4 ON ALIGN ADJACENT TO EXISTING JOIST SEATS

BEAM PER PLAN EXISTING JOIST 1 1/4" 1 (2) 3/4"ø BOLTS GIRDER TRUSS 3" SPACING 3/8" PLATE W/ (2) 3/4"ø BOLTS 1 1/2" MIN EDGE DISTANCE

COPE BEAM BOTTOM FLANGE AT ANGLE COLUMN PER PLAN NEW L6x3-1/2x5/16 LLH 600T300-54 CONTINUOUS 1/4 2 TYP MONTROSE REGIONAL 1/4 2 DEMOLISH EXISTING CFS FRAMING AIRPORT - MTJ

HOLDROOM EXPANSION 2100 Aiport Road Montrose, CO 81401 4 SHEAR CONNECTION 3 ROOF @ EXISTING GIRDER 1 1/2" = 1' -0" 3/4" = 1' -0" - - Number Description Date 1 ISSUE FOR BID 08/26/19

600T300-54 CONTINUOUS 600T300-54 CONTINUOUS

362T150-43 CONTINUOUS A.0 A A.0 A

T.O. PARAPET T.O. PARAPET PER ARCH PER ARCH

600S162-43 @ 4'-0" OC MAX 600S162-43 @ 16" OC W/ (6) #10 SDS EA END

600T150-43 CONTINUOUS 1.5B22 METAL DECK 1.5B22 METAL DECK ON 6" COLD-FORMED ON 6" COLD-FORMED STEEL JOISTS NEW 600T300-54 Key Plan: STEEL JOISTS 600T150-43 LEDGER TRACK W/ 600S162-43 @ 16" OC CONTINUOUS (3) #10 SDS @ 16" OC TO STUDS 600T150-43 LEDGER TRACK W/ DEMO EXISTING DECK & ANGLE TO GRIDLINE. (3) #10 SDS @ 16" OC TO STUDS NEW 600S162-43 @ 16" OC ATTACH NEW & EXISTING DECK TO HSS BLOCKING HSS2-1/2x2-1/2x1/4 W/ 5/8" PUDDLE WELD IN 36/4 PATTERN 1.5B22 METAL DECK ON STEEL BEAM T.O. (E) PARAPET T.O. (E) PARAPET L3x3x1/4 EDGE ANGLE 1.5B22 METAL 114'-0" DECK 114'-0"

L3x3x1/4 EDGE ANGLE 2-12 2 2-12 TYP EACH 2" @ ENDS 2" @ ENDS END 2-12 SIMPSON FCB47.5 2-12 2 MAX CONNECTORS PER MANUF JACOBS PROJECT NUMBER T.O. (E) STEEL T.O. (E) STEEL 112'-3 1/2" 112'-3 1/2" SIMPSON FCB47.5 WXXX9700 MAX CONNECTORS HSS2-1/2x2-1/2x1/4 3/16 PER MANUF @ 2'-0" OC MAX DATE 3/16 HSS4x2-1/2x1/4 BLOCKING 600S162-43 @ 16" OC STEEL BEAM BETWEEN EXISTING JOIST & 08/26/2019 PER PLAN NEW HSS RAFTER. ALIGN @ CENTER OF JOIST GIRDER 3/8" SINGLE-PLATE SHEAR CONNECTION. ISSUE REFER TO DETAIL 362S162-43 @ 16" OC EXISTING GIRDER 4/S-511. 4"X4"X1/4" PLATE TRUSS ISSUE FOR BID

362S162-43 @ 32" OC DRAWING SHEET TITLE W/ (4) #10 TEK SCREW EA END 600T300-54 CONTINUOUS DEMOLISH EXISTING CFS FRAMING EXISTING JOIST FRAMING DETAILS GIRDER TRUSS

10" ⌀ COLUMN EXISTING STEEL PER PLAN COLUMN

362T150-43 CONTINUOUS DEMOLISH EXISTING CFS FRAMING 600T300-54 CONTINUOUS SHEET NO. 2 ROOF DETAIL 1 ROOF @ EXISTING COLUMN - 3/4" = 1' -0" - 3/4" = 1' -0" S-511 EXTERIOR WALL 03 (EW-03) INFILL WALL AT CANOPY ROOF ROOF SYSTEM 1 (RS-01) EPDM ROOF SYSTEM PARTITION SYSTEM SYMBOL

6 1/2" 6" 1 F 1 - SX 1/2" 717 17TH STREET, SUITE 2750 075323.A - ROOFING 075323.A - ROOFING EXTERIOR DENVER, CO 80202 MEMBRANE MEMBRANE PARTITION SYSTEM # CONDITION CODE(S) 075323.D - 1/2" COVER BOARD 075323.D - 1/2" COVER BOARD STRUCTURE CODE FIRE RESISTANCE RATING IN HOUR(S) 075323.F - ROOF INSULATION, 054000.B - 6" COLD-FORMED CONTINUOUS R-30 (MINIMUM) PARTITION CONDITION CODE METAL FRAMING

S = SOUND BARRIER PARTITION. INSULATION AND ASSEMBLY AS INDICATED IN PARTITION 075323.C - VAPOR RETARDER SYSTEM SCHEDULE. SEAL PENETRATIONS WITH ACOUSTICAL SEALANT. STAGGER J- EXTERIOR UNCONDITIONED BOXES (MIN. 24" APART). PROVIDE ACOUSTICALLY TREATED DOORS PER DOOR SCHEDULE. SOFFIT 075323.E - 5/8" SUBSTRATE X = SHEET METAL OR SECURITY MESH AS INDICATED IN PARTITION SYSTEM SCHEDULE. BOARD R = PARTITION METAL STUDS SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. GYPSUM BOARD TO TERMINATE 6" ABOVE HIGHEST ADJACENT CEILING. (NONRATED; EXTERIOR WALL 02 (EW-02) DRAINABLE EIFS SYSTEM RATED WHEN USED IN CONJUNCTION WITH RATED CEILING ASSEMBLY ONLY. PROVIDE 053100.B - STEEL ROOF FIRESAFING/BLOCKING AS REQUIRED TO ACHIEVE RATED WALL AND CEILING ASSEMBLY). DECKING T = SUSPENDED HORIZONTAL GYPSUM BOARD ENCLOSURE, SUSPENDED FROM AND 1" 6" 1/2" Seals: INTERIOR SEALED TO UNDERSIDE OF RATED STRUCTURAL DECK OR STEEL STAIR STRINGERS. 072419.A - FINISH COAT 5/8" 072419.B - BASE COAT 072419.C - BACKING MESH PARTITION STRUCTURE CODE 072419.H - FOAM-PLASTIC BOARD INSULATION, R-15 CONTINUOUS A HAT CHANNEL FURRING 072419.E - ADHESIVE. APPLY B Z FURRING VERTICALLY TO CREATE C 1 5/8" METAL STUD DRAINAGE PLANE. D 2 1/2" METAL STUD 072726.A - FLUID-APPLIED E 3 5/8" METAL STUD MEMBRANE AIR BARRIER F 6" METAL STUD G 8" METAL STUD H 2 1/2" C-H STUD 061600.A - 5/8" EXTERIOR J 4" C-H STUD SHEATHING K 6" C-H STUD 054000.B - 6" COLD-FORMED L 4" MASONRY METAL FRAMING M 6" MASONRY 075323.D - 1/2" COVER BOARD N 8" MASONRY P 12" MASONRY (AT PARAPET CONDITION ONLY) Q CONCRETE 075323.A - ROOFING W 2 1/2" DOUBLE METAL STUD MONTROSE REGIONAL MEMBRANE X 3 5/8" DOUBLE METAL STUD AIRPORT - MTJ (AT PARAPET CONDITION ONLY) Y 6" DOUBLE METAL STUD Z 8" DOUBLE METAL STUD EXTERIOR UNCONDITIONED PARTITION SYSTEM 2 PARTITION IDENTIFICATION 2E 2F PARTITION GENERAL NOTES SOFFIT PLAN SYMBOL HOLDROOM EXPANSION BASIC PARTITION THICKNESS 4 7/8" 7 1/4" 1. ALL PARTITIONS SHALL SPAN FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE UNLESS INDICATED BY PARTITION CONDITION CODE. FIRE RATING (HRS) - - 2100 AIRPORT RD, EXTERIOR WALL 01 (EW-01) DRAINABLE EIFS SYSTEM 2. WHERE FIRE TESTS ARE INDICATED IN PARTITION DESCRIPTION, CONFIGURE AND FIRE TEST NUMBER - - INSTALL PARTITION PER TESTING AGENCY CRITERIA OR OTHER TESTS APPROVED BY LOCAL CODE OFFICIALS. TESTING AGENCY CRITERIA MAY INCLUDE ADDITIONAL MONTROSE, CO 81401 ACOUSTICAL RATING (STC) A 49 52 COMPONENTS NOT SPECIFICALLY INDICATED ON THIS SCHEDULE OR REFERENCED 3" 6" 5/8" A DETAILS. ACOUSTICAL TEST NUMBER RAL TL88-54 RAL TL99-54 Number Description Date 5/8" ACOUSTIC A/FIRE 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF D A YES YES ALL PARTITIONS. LARGER SCALE DRAWINGS HAVE PRIORITY OVER SMALLER SCALE SEALANT SOUND ATTENUATION BLANKETS 1 ISSUE FOR BID 08/26/19 DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES 072419.A - FINISH COAT APPLIED FINISH GB THICKNESS 5/8" 5/8" IN THE DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. 072419.B - BASE COAT REFER TO FIN. 4. REFER TO 092900 FOR DESCRIPTIONS INDICATING WHERE SPECIFIC TYPES OF SCHED. ACOUSTICAL SEALANT A YES YES 072419.C - BACKING MESH GYPSUM BOARD, INCLUDING GLASS-MAT TILE BACKER BOARD, ARE TO BE GB EA. SIDE FIRE SEALANT D - - INSTALLED. 072419.H - FOAM-PLASTIC 5. GYPSUM BOARD PARTITION CONTROL JOINTS ARE REQUIRED AT APPROXIMATELY BOARD INSULATION, R-15 STEEL STUDS STUD SIZE 3 5/8" 6" 30'-0" O.C. FOR STRAIGHT AND CONTINUOUS WALLS, AT OPENING LOCATIONS, OR CONTINUOUS B AS NOTED OTHERWISE ON DRAWINGS. WHERE NOT SPECIFICALLY INDICATED ON B SHEET METAL THICKNESS - - 072419.E - ADHESIVE. APPLY SHEET METAL THE DRAWINGS, SUBMIT CONTRACTOR'S PROPOSED CONTROL JOINT LOCATIONS VERTICALLY TO CREATE STUD SPACING (OC) C 1'-4" 1'-4" TO ARCHITECT FOR APPROVAL. DRAINAGE PLANE. 6. DO NOT PLACE MECHANICAL AND/OR ELECTRICAL DEVICES BACK TO BACK IN - - 072726.A - FLUID-APPLIED SOUND - SOUND BARRIER PARTITIONS. ALL DEVICES SHALL BE PLACED IN SEPARATE STUD ATTENUATION SPACES WITH 8" O.C. MIN. SEPARATION. MEMBRANE AIR BARRIER A REMARKS: BLANKETS 7. DUCT PENETRATIONS THROUGH SOUND BARRIER PARTITIONS TO RECEIVE 061600.A - 5/8" EXTERIOR A WHERE 'S' PARTITION CONDITION CODE IS INDICATED ON SHEATHING PERIMETER SOUND SEAL BETWEEN DUCT AND WALL FRAMING ON BOTH SIDES OF ACOUSTIC A/FIRE PARTITION TYPE SYMBOL 054000.B - 6" COLD-FORMED B GYPSUM BOARD LAYER MEETING DUCT SURFACES. SEALANT D WHERE 'X' OR PARTITION CONDITION CODE IS INDICATED ON 8. FINISH ALL EXPOSED GYPSUM BOARD CONSTRUCTION. ALL GYPSUM BOARD METAL FRAMING PARTITION TYPE SYMBOL BASIC PARTITION CONSTRUCTION SHALL BE TAPED AND FLOATED. ALL EXPOSED CONSTRUCTION 072100.D - FIBERGLASS BATT VARIES C STUD SPACING IS ESTMATED. CONTRACTOR TO VERIFY AS THICKNESS SHALL BE SANDED SMOOTH TO REMOVE ALL INDICATION OF THE JOINT WITH A INSULATION (R-19) PART OF DELEGATED DESIGN AND COORDINATE WTIH FIRE AND VISUAL INSPECTION AND PREPARED TO RECEIVE THE APPROPRIATE SCHEDULED Key Plan: 092900.A - 5/8" GYPSUM ACOUSTICAL TEST ASSEMBLIES. D WALL FINISH. FINISH SHALL BE IN ACCORDANCE WITH THE ROOM FINISH SCHEDULE BOARD WHERE FIRE-RESISTANCE RATING IS INDICATED ON PARTITION AND/OR FINISH LEVELS NOTED IN THE GYPSUM BOARD SPECIFICATION SECTION EXTERIOR INTERIOR TYPE SYMBOL. 092900. 9. PARTITIONS ARE DIMENSIONED TO FACE OF GYPSUM BOARD, FACE OF MASONRY AND TO FACE OF EXISTING CONSTRUCTION. ANY INTERIOR PARTITIONS DIMENSIONED TO FACE OF METAL STUD ARE NOTED - "FOS" (FACE OF STUD). PARTITION SYSTEM 1 PARTITION IDENTIFICATION 10. PARTITIONS ARE PERPENDICULAR AND/OR PARALLEL TO COLUMN GRID U.O.N. 1E 1F 11. NOTES TO "ALIGN" MEAN TO ALIGN FINISHED FACE OF PARTITION UNLESS SOFFIT SYSTEM 1 (SS-01) PLAN SYMBOL OTHERWISE NOTED AND SHALL HAVE PRIORITY OVER A DIMENSIONED LOCATION. BASIC PARTITION THICKNESS 4 1/4" 6 5/8" 12. PERIMETER DIMENSIONS ARE TO FACE OF WALL SILL U.O.N. 13. PROVIDE FIRE-TREATED WOOD BLOCKING AT INTERIOR PARTITIONS AS SHOWN OR 054000.B - 6" COLD-FORMED FIRE RATING (HRS) - - AS REQUIRED FOR THE SECURE ATTACHMENT OF WALL MOUNTED HARDWARE, METAL FRAMING TOILET ACCESSORIES, CASEWORK, MILLWORK, FINISH CARPENTRY, ETC. FIRE TEST NUMBER - - 14. PROVIDE A 1/4" WIDE SOFT JOINT AT ALL INTERSECTIONS OF INTERIOR PARTITIONS JACOBS PROJECT NUMBER 061600.A - 5/8" EXTERIOR ACOUSTICAL RATING (STC) A - - WITH EXTERIOR WALLS. SHEATHING 15. PROVIDE STUDS OF GAUGE AND SPACING ADEQUATE TO SUPPORT APPLIED LOADS ACOUSTICAL TEXT NUMBER A - - INCLUDING HAND-RAILS, GRAB BARS, WALL-MOUNTED FIXTURES, ETC. A WXXX9700 ACOUSTIC / FIRE 16. PROVIDE AND INSTALL FIRESTOP ASSEMBLIES AT ALL PENETRATIONS THROUGH SEALANT D SOUND ATTENUATION BLANKETS A - - FIRE RATED PARTITIONS AND AT ALL FIRE RATED PARTITION HEADS. GC TO UTILIZE DATE GB THICKNESS 5/8" 5/8" UL TESTED ASSEMBLIES APPROPRIATE FOR EACH CONDITION. TYPICAL STUD UNCONDITIONED APPLIED FINISH WALL-TO-DECK BASIS-OF-DESIGN CONDITION: XHBN.HW-D-1011 AND CMU WALL-TO- REFER TO FIN. ACOUSTICAL SEALANT A - - DECK CONDITION: XHBN.HW-D-0285. REFER TO FIRESTOPPING SPECIFICATION 08/26/19 SOFFIT SCHED SECTION 078413 FOR ADDITIONAL REQUIREMENTS. FIRE SEALANT D - - 17. REFER TO SPEC SECTION 092216, "NON-STRUCTURAL METAL FRAMING" & SPEC ISSUE GB: ONE LAYER, STUD SIZE 3 5/8" 6" SECTION 092900, "GYPSUM BOARD" FOR ADDITIONAL REQUIREMENTS FOR GYPSUM SYMBOL SIDE BOARD ASSEMBLIES INCLUDING, BUT NOT LIMITED TO FIRE RATED CONSTRUCTION, STEEL THICKNESS B - - BRACING AND SUPPORT, BLOCKOUTS, SOUND RATED CONSTRUCTION, MATERIALS ISSUE FOR BID 6" AND TOLERANCES. C 1'-4" 1'-4" STEEL STUDS STUD SPACING (OC) 18. WHERE NOTED, UL DESIGNS REFERENCE PROPRIETARY MATERIALS, EQUIVALENT - - - MATERIALS FROM OTHER MANUFACTURERS WILL ONLY BE APPROVED UPON 5/8" SOUND SUBMISSION BY THE CONTRACTOR OF EVIDENCE OF A SUCCESSFUL FIRE TEST BY DRAWING SHEET TITLE ATTENUATION REMARKS: AN INDEPENDENT TESTING LABORATORY OF THE PROPOSED MANUFACTURER'S 072419.C - BACKING MESH BLANKETS A A WHERE 'S' PARTITION CONDITION CODE IS INDICATED ON ASSEMBLY INDICATING COMPLIANCE WITH THE LISTED FIRE-RESISTANCE RATING. 19. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS NOT SHOWN INTERIOR PARTITION AND ACOUSTIC A / FIRE PARTITION TYPE SYMBOL 072419.B - BASE COAT EXTERIOR SEALANT D B WHERE 'X' PARTITION CONDITION CODE IS INDICATED ON IN THIS SCHEDULE. 20. PROVIDE DEFLECTION HEAD AT ALL INTERIOR PARTITIONS WHICH SPAN FROM SLAB EXTERIOR ASSEMBLY BASIC PARTITION PARTITION TYPE SYMBOL 072419.A - FINISH COAT VARIES TO UNDERSIDE OF STRUCTURE ABOVE. THICKNESS C STUD SPACING IS ESTMATED. CONTRACTOR TO VERIFY AS TYPES PART OF DELEGATED DESIGN AND COORDINATE WITH FIRE AND ACOUSTICAL TEST ASSEMBLIES. D WHERE FIRE-RESISTANCE RATING IS INDICATED ON PARTITION TYPE SYMBOL. SHEET NO. A-003 NON-SECURE SECURE 5 D10 20' - 20' 0" D32 D14 D11 D10 D10 4 HOLDROOM EXISTING TOFF 100'-0" 3' - 6" D03 20' - 20' 0" D15 D16 STORAGE EXISTING D17 D16 MECHANINCAL EXISTIN G ROOM D13 D16 D03 D30 D16 D16 ELECTRICAL D29 EXISTING D33 99'-105/8" 3 D27 D08 D33 D16 D26

T150 D01

CR D07

CR D23 D27 D06 D34 D30 STORAGE EXISTING D27 D27 CR CR D20 20' - 20' 0" D02 99'-105/8" D08 TOFF BUSINESS EXISTING CENTER D16 2.4 D10 100'-0" D22 99'-6" D27 CR D03 D31 1/4" / 12" D04 D03 D23 D33 P 2 2' - 0" 2' D43 1.9 D05

PN T N

6' - 9 1/2" A A.0 - 1 201 1/4" = 1' DEMOLITION PLAN - 0" 30' - 0" 20' - 0" 10' - 0" A.33 C B A MATERIAL LEGEND: DEMOLITION NOTES: LEGEND: 4 EXISTING 1 HOURRESISTIVE PARTITION TO PREPARECONCRETE FOR TOPPING SLAB.D43 D34 REMOVEEXISTING FIBERGLASS REINFORCED EXISTING GATE PODIUMTO REMAIN. D33 D32 REMOVEFIRE ALARM STROBE AND SAVE FOR D31 DEMOLISHTRENCH DRAIN.CAP PLUMBING. INFILL D30 EXISTING MECHANICAL DUCTWORKAND D29 REMOVE CARDACCESS READER ANDSAVE FOR EXISTING FIREALARM STROBE TOREMAIN D27 D26 EXISTING ELECTRICALOUTLETS TO REMAIN. DEMOLISHALUMINUM STOREFRONT D23 DEMOLISH BUSINESS CENTER SIGNAGE (ABOVE).D22 EXISTINGFIRE SPRINKLERRISER TO REMAIN.D20 D17 DEMOLISHPARTITION AND ASSOCIATED D16 REMOVEEXISTING VENDING MACHINES AND EXISTINGTILE TO REMAIN.D15 EXISTING MECHANICALEQUIPMENT TO REMAIN.D14 D13 REMOVE CONCESSIONS FIXTURES AND DEMOLISH EXISTING FLOORFINISH. D11 D10 REMOVE MOUNTEDWALL TV AND COORDINATE REMOVECEILING HUNG RADIATOR HEATER.D08 D07 REMOVEROLL UP DOOR AND SAVEFOR RE-USE. D06 STRUCTURAL STEELCOLUMN AND CMU COLUMN DEMOLISH BOLLARDD05 DEMOLISHDOOR AND FRAMED04 D03 DEMOLISH EXTERIOR BETWEEN CMU WALL BOLLARDS TOREMAIN D02 D01 FIRERESISTANT RATING ATALL PENETRATIONS. GYPSUM, W.R. 4 X 8 X 16 CMU. MAINTAIN1 HOUR REMAIN. 5/8"GYPSUM, 6" STL STUD, TYVEK, 1/2" PLASTIC WAINSCOTING. RE-USE. RE:ELECTRICAL FOR LOCATION. NEW CONCRETE WITH TO ACCEPTFLOORING. NEW ELECTRICAL PANELS TOREMAIN. RE-USE. RE: ELECTRICAL LOCATION.FORNEW DEMOLITION. TYPICAL AT NOTALL WALLS SCHEDULEDFOR ELECTRICAL ANDELECTRICAL OUTLETS. COORDINATE STORAGE OWNER.WITH WITH OWNER. EQUIPMENT. COORDINATESTORAGE LOCATION STORAGE WITH OWNER. COORDINATE STORAGE LOCATION OWNER.WITH ENCLOSURETO REMAIN VERTICAL EXTENTS COLUMNENCLOSURES, RE: ELEVATIONS FOR RE: RE: DEMOLITION NOTES DEMOLISHED. OR STORED AND BETO REMOVED EXISTING CONSTRUCTION REMAINTO EXISTING CONSTRUCTION EXISTING TILE REMAINTO DEMOLISHED EXISTING TO CARPET BE REMAIN EXISTING TO CONCRETE DEMOLISHED EXISTING TILE TO BE Number AD101 AIRPORT SHEET NO. PLAN DEMOLITIONFLOOR SHEET TITLEDRAWING ISSUE BID FOR ISSUE DATE NUMBER PROJECT JACOBS Key Plan: MONTROSE,81401 CO 2100AIRPORT RD, HOLDROOM EXPANSION MONTROSE REGIONAL Seals: DENVER,80202 CO 717 17TH STREET, SUITE 2750 08/26/19 XXX9700W SU O I 08/26/19 ISSUE FOR BID 1 Description - MTJ Date DEMOLITION NOTES:

D02 DEMOLISH EXTERIOR WALL BETWEEN CMU COLUMN ENCLOSURES, RE: ELEVATIONS FOR VERTICAL EXTENTS 717 17TH STREET, SUITE 2750 D03 DEMOLISH DOOR AND FRAME DENVER, CO 80202 D04 DEMOLISH BOLLARD D06 REMOVE ROLL UP DOOR AND SAVE FOR RE-USE. COORDINATE STORAGE LOCATION WITH OWNER. D42 DEMOLISH PORTION OF PARAPET WALL. D44 EXISTING PARAPET TO REMAIN D45 EXTENTS OF DEMO

Seals:

1.9 2 2.4 3

7'-2" 10"

T.O. PARAPET 114'-0" ROOF LEVEL D42 D44 112'-3 1/2" MONTROSE REGIONAL LEGEND: AIRPORT - MTJ

EXISTING CONSTRUCTION TO REMAIN

D45 HOLDROOM EXPANSION EXISTING CONSTRUCTION TO BE REMOVED AND STORED OR DEMOLISHED. 2100 AIRPORT RD, RE: DEMOLITION NOTES D02 MONTROSE, CO 81401

Number Description Date 1 ISSUE FOR BID 08/26/19 Level 1 100'-0"

D04 D03 D06

2 DEMOLITION EXTERIOR ELEVATION AD111 1/4" = 1' -0"

Key Plan:

3 2.4 2 1.9

JACOBS PROJECT NUMBER 2 AD111 A.0 WXXX9700 DATE

10" 7' - 2" 08/26/19

D44 D42 ISSUE ISSUE FOR BID A

DRAWING SHEET TITLE DEMOLITION ROOF PLAN AND EXTERIOR ELEVATION

SHEET NO. 1 DEMOLITION ROOF PLAN A-201 1/4" = 1' -0" AD111 5 4 3 2.4 2 1.9 DEMOLITION NOTES: D35 REMOVE EXISTING 1' X 4' FLUORESCENT LIGHT FIXTURE AND SAVE FOR RE-USE. RE: ELECTRICAL FOR NEW LOCATION. 717 17TH STREET, SUITE 2750 D36 REMOVE EXISTING LIGHT FIXTURES AND SAVE DENVER, CO 80202 A.0 FOR RE-USE. RE: ELECTRICAL FOR NEW LOCATION. D37 REALIGN AND LOWER EXISTING FIRE SPRINKLERS TO HOLDROOM CEILING HEIGHT. D39 EXISTING CEILING TO REMAIN. D40 EXISTING CEILING, LIGHT FIXTURES, AND MECHANICAL DIFFUSERS AND RETURN AIR GRILLES TO REMAIN.

A

D40 Seals:

EXISTING MECHANINCAL A.33 ROOM EXISTING STORAGE

D35 D37

MONTROSE REGIONAL AIRPORT - MTJ

HOLDROOM EXPANSION 2100 AIRPORT RD, MONTROSE, CO 81401 D40 D40 EXISTING EXISTING Number Description Date STORAGE ELECTRICAL LEGEND: 1 ISSUE FOR BID 08/26/19 B EXISTING CONSTRUCTION TO REMAIN

D40 EXISTING CONSTRUCTION TO REMOVED AND STORED OR DEMOLISHED. RE: EXISTING DEMOLITION NOTES BUSINESS CENTER EXISTING MECHANICAL DIFFUSER OR RETURN AIR GRILLES TO BE REMIAN.

EXISTING MECHANICAL DIFFUSER OR RETURN AIR EXISTING GRILLES TO BE REMOVED HOLDROOM AND SAVED FOR REUSE. Key Plan:

D36 D39 D37 D37 EXISTING LIGHT FIXTURE TO BE REMOVED AND SAVED FOR REUSE.

EXISTING LIGHT FIXTURE TO BE REMOVED AND SAVED FOR REUSE.

FIRE SPRINKLER HEAD TO BE RELOCATED, RE: MECHANICAL. JACOBS PROJECT NUMBER EXISTING FIRE SPRINKLER HEAD TO REMAIN, RE: MECHANICAL. WXXX9700

EXISTING 2' X 4' LIGHT DATE FIXTURE TO REMAIN. 08/26/19 EXISTING 2' X 4' LIGHT FIXTURE TO BE REMOVED AND SAVED FOR REUSE. ISSUE

EXISTING CAN LIGHT ISSUE FOR BID FIXTURE TO BE REMAIN.

DRAWING SHEET TITLE C DEMOLITION REFLECTED CEILING PLAN

N T 1 DEMOLITION REFLECTED CEILING PLAN SHEET NO. PN A-201 1/4" = 1' -0" AD151 717 17TH STREET, SUITE 2750 DENVER, CO 80202 AREA OF DEMOLITION

Seals:

CARPET TO BE REPLACED

3 BUSINESS CENTER PHOTO - Not to Scale

MONTROSE REGIONAL AIRPORT - MTJ

HOLDROOM EXPANSION 2100 AIRPORT RD, REMOVE BUSINESS CENTER SIGNAGE MONTROSE, CO 81401

AREA OF DEMOLITION AREA OF DEMOLITION Number Description Date 1 ISSUE FOR BID 08/26/19

5 STORAGE ROOM PHOTO 2 TICKETING PHOTO - Not to Scale - Not to Scale Key Plan:

JACOBS PROJECT NUMBER WXXX9700

DATE 08/26/19

AREA OF DEMOLITION AREA OF DEMOLITION ISSUE ISSUE FOR BID

DRAWING SHEET TITLE DEMOLITION PHOTOS CARPET TO BE REPLACED

4 HOLDROOM PHOTO 1 EXTERIOR PARTIAL ELEVATION PHOTO SHEET NO. Not to Scale - - Not to Scale AD801 ELEVATION NOTES:

A01 INSTALL NEW GATE NUMBER 5. MATCH EXISTING GATE NUMBERS. A03 INSTALL NEW 3'-0" X 3'-0" CARPET TILE. 717 17TH STREET, SUITE 2750 D41 REMOVE GATE NUMBER. REPAINT AND RELOCATE PER DENVER, CO 80202 NEW GATE NUMBERS. REPAINT RECESS TO MATCH 0.3 0.2 0.1 1 1.9 2 2.4 3 4 5 6 7 8 9 10 11 12 13 14 15 EXISTING, TYPICAL. D41 D41 D41 A01 D41

2

A-201

Seals:

3 OVERALL ELEVATION - EAST A-100 1/16" = 1' -0" MATERIAL LEGEND:

EXISTING EXISTING EXISTING TILE TO REMAIN MECHANICAL ELECTRICAL ROOM NEW TILE

15 14 13 12 11 10 9 8 7 6 3 5 4 3 2.4 2 1.9 1 0.1 0.2 0.3 0.4 NEW CARPET TILE MONTROSE REGIONAL A-100 AIRPORT - MTJ 2' - 0" EXISTING CONCRETE 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 12' - 0" 8' - 0" 18' - 0" 1 5 4 3 2 1 A-101 A.0 HOLDROOM EXPANSION DN CR 6' 8" - CR A 2100 AIRPORT RD, P 42' - 10 1/4" 38' - 10 1/2" MONTROSE, CO 81401 INBOUND OUTBOUND A.33 BAGGAGE A03 A03 BAGGAGE 17' - 5 1/2" 17' - Number Description Date 1 ISSUE FOR BID 08/26/19

OFFICES EXISTING

HOLDROOM T150 B MENS

BAGGAGE BACK OF CLAIM HOUSE EXISTING HOLDROOM WOMENS A03

C Key Plan:

SECURITY

CAFE SECURE NON -SECURE TICKETING TERMINAL

D JACOBS PROJECT NUMBER MENS WXXX9700

DATE WOMENS 08/26/19 E ISSUE ISSUE FOR BID F DRAWING SHEET TITLE OVERALL FLOOR PLAN

SHEET NO. N T 1 OVERALL FLOOR PLAN PN A-201 1/16" = 1' -0" A-100 5 4 3 2.4 2 1.9 FLOOR PLAN 2 GENERAL NOTES: 3 ______A-201 1. PARTITION TYPES ARE SCHEDULED ON A -003. 717 17TH STREET, SUITE 2750 A-301 A.0 2. INTERIOR PARTITIONS ARE TYPE 2E UNLESS DENVER, CO 80202 1 OTHERWISE NOTED. 3. EXTERIOR WALL AND ROOF ASSEMBLIES ARE SCHEDULED ON A -003. ALIGN EXTERIOR A-111 FACE OF FINISH A07 4. REFER TO SHEET G -000 FOR ADDITIONAL GENERAL 2 ______NOTES. DN 5. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR THE A-301 NEW CONSTRUCTION ARE TO THE FACE OF FINISH OF A EW -01 INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND 078 TO FACE OF CONCRETE OR MASONRY WALLS, CR UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE FROM FACE OF EXISTING A WALLS TO FINISH FACE OF NEW STUD WALLS, CR UNLESS OTHERWISE INDICATED. 6. WHERE NEW GYPSUM BOARD PARTITIONS ARE A 3 P CONTINUATION OF AN EXISTING PARTITION OR ______COLUMN ENCASEMENT, THE FACE OF THE NEW EXISTING A-502 GYPSUM BOARD SHALL BE ALIGNED WITH THE FACE MECHANICAL OF THE EXISTING SURFACE. WHERE A ONE HOUR ROOM PARTITION IS SHOWN AS A CONTINUATION OF A TWO 005 HOUR PARTITION OR COLUMN ENCASEMENT, THE A06 FACE OF THE GYPSUM BOARD SHALL BE ALIGNED. Seals: 10' - 3 1/4" 10' - A32 STUDS SHALL BE OFFSET AND ADDITIONAL LAYERS OF GYPSUM BOARD SHALL BE PROVIDED AS 3 REQUIRED TO PROVIDE FACE ALIGNMENT OF A03 2F GYPSUM BOARD. 7. PROVIDE MINIMUM 1' -0" CLEAR FLOOR SPACE AT THE 7 A-221 PUSH SIDE OF EVERY DOOR WITH A CLOSER. A.33 PROVIDE MINIMUM 1' -6" CLEAR AT THE PULL SIDE OF EVERY DOOR (EXCLUDING PATIENT BEDROOMS), UNLESS SPECIFICALLY DIMENSIONED, NOTED OR SHOWN OTHERWISE.

A05

A04 11

A-221 RE -USE EXISTING KEYNOTES: MONTROSE REGIONAL COORDINATE DOOR DOOR HARDWARE AIRPORT - MTJ HARDWARE WITH 4 OWNER SIM A03 INSTALL NEW 3'-0" X 3'-0" CARPET TILE. 3 ______A04 ALIGN NEW TILE JOINT LINES WITH EXISTING. 4' - 4 1/4" 082 077 A05 INSTALL NEW FLOOR TILE OVER NEW CONCRETE ALIGN A-502 TOPPING SLAB. OWNER TO SUPPLY FLOOR TILE AND HOLDROOM EXPANSION GROUT SPECIFICATION, TO MATCH EXISTING. A06 NEW GATE PODIUM PROVIDED BY OTHERS. RE: A30 ELECTRICAL 2100 AIRPORT RD, 1F EXISTING A07 CARD ACCESS READER. RE: ELECTRICAL T150 2' - 10 3/8" 2' - ELECTRICAL A28 NEW QUARRY TILE FLOORING AND INTEGRAL BASE, MONTROSE, CO 81401 COORDINATE WITH OWNER FOR COLOR SELECTION 004 8 A-221 2 A29 WALL FINISHES NOT IN CONTRACT, VENDOR TO PROVIDE CLEANABLE SURFACES PER APPLICABLE Number Description Date A31 CODES 1 ISSUE FOR BID 08/26/19 4' - 10" 4' - CLEAR A30 ICE MACHINE PROVIDED BY OTHERS B A31 COOLER, PROVIDED BY OTHERS A32 RECESSED FIRE EXTINGUISHER CABINET TO MATCH 12

ALIGN EXISTING SIM 4 ______A-221 CONCESSIONS A-601 019 A-221 10 5 2F A28 A29 9' 8" -

6' - 11 5/8" 6' - 7 ______4 ______NEW A-601 2F A-601 HOLDROOM MATERIAL LEGEND: 001 1' - 10" 1' - NEW CARPET TILE Key Plan: 13' - 5 1/8" 4' - 0 7/8" EXISTING HOLDROOM 6 002 A-221 NEW TILE

A03

EXISTING TILE TO REMAIN

JACOBS PROJECT NUMBER WXXX9700 EXISTING CONCRETE TO REMAIN DATE 08/26/19 A-221 EXISTING EXTERIOR WALL OR INTERIOR PARTITION TO ISSUE 1 REMAIN ISSUE FOR BID NEW EXTERIOR WALL, 1F INTERIOR PARTITION, OR ALIGN STOREFRONT DRAWING SHEET TITLE C FLOOR PLAN

1E NEW PARTITION, ALIGNED WITH WALL ABOVE

N T 1 FLOOR PLAN SHEET NO. PN A-100 1/4" = 1' -0" A-101 3 1.9 3 ______2.4 A-301 2 717 17TH STREET, SUITE 2750 DENVER, CO 80202

EQ EQ

EW -02 1'-4" 10" A.0

EW -02 10" 10"

RS -01 EW -02 Seals: 2 4 ______3 A-201 A-301 CRICKET A-201

1 ______1/4" / 12" / 1/4" A-301

A ALIGN EW -03 ALIGN

EXISTING ROOF TO REMAIN MONTROSE REGIONAL AIRPORT - MTJ

HOLDROOM EXPANSION N T 2 ENLARGED PLAN - ROOF 2100 AIRPORT RD, PN 1/2" = 1' -0" A-201 MONTROSE, CO 81401

3 2.4 2 1.9 Number Description Date 1 ISSUE FOR BID 08/26/19 6' - 0"

2 6 042000.O - 4" NOMINAL 2 A-502 GROUND-FACE CMU 042000.A - 8" NOMINAL A-502 3 TYPICAL AT EXTERIOR ______GROUND-FACE CMU A-201 COLUMN WRAPS. WITH FINISHED FACE. A-301 TYPICAL AT WALL TERMINATIONS. A.0

CONTRACTOR TO VERIFY COORDINATE SLOPE AT EXTERIOR SPOT ELEVATION 2% MAX CROSS SLOPE TO AND COORDINATE WITH DRAIN AWAY FROM ALL ARCHITECT IF A VARIANCE 1' - 0" 5' - 0" 1' - 0" WALLS. OCCURS 6' - 6 7/8" 055213.A - HANDRAIL 99'-7" 042000.A - 8" NOMINAL Key Plan: GROUND-FACE CMU 2 TYPICAL AT RAMP 4 ______3 WALLS. 1: 12 MAX 100'-0" A-201 A-301 DN A-201 14 5' 0" - 1 1 13 ______A-501 5 A-502 A EW -01 A-301 A-501 ALIGN A-502 078 CR

A JACOBS PROJECT NUMBER CR WXXX9700

DATE 08/26/19

ISSUE N T 1 ENLARGED PLAN - RAMP

PN ISSUE FOR BID A-101 1/2" = 1' -0"

DRAWING SHEET TITLE ENLARGED PLANS

SHEET NO. A-111 3 5 4 3 2.4 ______2 1.9 RCP GENERAL NOTES: A-301 1. REFER TO SHEET G -000 FOR ADDITIONAL GENERAL NOTES. 2. LOCATE CEILING MOUNTED FIXTURES/DEVICES IN THE CENTERS OF FULL CEILING TILES UNLESS 717 17TH STREET, SUITE 2750 OTHERWISE NOTED. DENVER, CO 80202 A.0 3. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF FULL PANELS AT LAY -IN CEILINGS. 4. COORDINATE LOCATIONS OF ADDITIONAL CEILING 8' -3 1/2" MOUNTED EQUIPMENT WITH ARCHITECT THAT ARE 2 ______NOT INDICATED ON THE RCP. 5. COORDINATE MEP / ETC. DRAWINGS FOR ALL A-301 FIXTURES/ DEVICES MOUNTED IN, ABOVE, OR HUNG FROM THE CEILING. FINAL FIXTURE/DEVICE LOCATIONS ARE DETERMINED BY THE ARCHITECTURAL R.C.P. WHERE CONDITIONS DIFFER SIGNIFICANTLY BETWEEN THE PLANS, REQUEST A CLARIFICATION FROM THE ARCHITECT BEFORE A24 PROCEEDING. WHERE FIXTURES/ DEVICES SHOWN A23 OR SPECIFIED ON DRAWINGS OTHER THAN THE ARCHITECTURAL R.C.P.'S ARE VISIBLE AT THE CEILING PLANE, COORDINATE LOCATIONS WITH THE ARCHITECT, EXCEPT FIRE SUPRESSION. EXISTING MECHANICAL ROOM KEYNOTES: Seals: A23 EXIT SIGN. RE: ELECTRICAL A24 FIDS LOCATION. RE: ELECTRICAL A27 CEILING AND LIGHTING NOT IN CONTRACT, VENDOR TO PROVIDE CLEANABLE SURFACES PER APPLICABLE A.33 CODES

MONTROSE REGIONAL

2" REVEAL LEGEND: AIRPORT - MTJ

EXISTING CONSTRUCTION TO REMAIN HOLDROOM EXPANSION EXISTING NEW EXTERIOR WALL, HOLDROOM INTERIOR PARTITION, OR STOREFRONT 2100 AIRPORT RD, MONTROSE, CO 81401 EXISTING NEW MECHANICAL 2" REVEAL 2" 7' -5" ELECTRICAL DIFFUSER OR RETURN AIR Number Description Date ALIGN GRILLES, RE: MECHANICAL 1 ISSUE FOR BID 08/26/19 EXISTING MECHANICAL B DIFFUSER OR RETURN AIR GRILLES TO BE REMOVED 8' -5" 8' -5" AND SAVED FOR REUSE, RE: GYPSUM A27 MECHANICAL. 8 BOARD ______SOFFIT EXISTING LIGHT FIXTURE, A-601 CONCESSIONS RE: ELECTRICAL.

8' -5"

NEW OR RELOCATED LIGHT FIXTURE, RE: ELECTRICAL. 2" REVEAL 2"

NEW OR RELOCATED FIRE Key Plan: SPRINKLER HEAD, RE: ALIGN MECHANICAL. GYPSUM 2" REVEAL BOARD SOFFIT EXISTING FIRE SPRINKLER HEAD, RE: MECHANICAL.

CEILING TYPE 1

JACOBS PROJECT NUMBER WXXX9700

CEILING TYPE 2 DATE 08/26/19

ISSUE ISSUE FOR BID

DRAWING SHEET TITLE C REFLECTED CEILING PLAN

N T 1 REFLECTED CEILING PLAN SHEET NO. PN A-201 1/4" = 1' -0" A-151 MATERIAL LEGEND:

NEW CMU 717 17TH STREET, SUITE 2750 DENVER, CO 80202

EXISTING CMU

NEW EIFS

2 ______3 EXISTING EIFS ______A.0 A-301 A-301 NOTE: DESIGN INTENT IS TO MATCH EXISTING CANOPY DIMENSIONS. NOTIFY ARCHITECT IF VARIANCES OCCUR. 1.9 2 2.4 3 4

10" 11 5/8" 6' - 0 3/4" 11 5/8" 10" Seals: NEW COPING TO T.O. CANOPY COPING TO MATCH EXISTING MATCH EXISTING MATCH EXISTING NEW EIFS CANOPY TO

EW -02 1' 8" - MATCH EXISTING

T.O. PARAPET T.O. PARAPET 114'-0" 114'-0" EW -02 ROOF LEVEL ROOF LEVEL 112'-3 1/2" NEW GATE NUMBER 112'-3 1/2" (NOT IN CONTRACT)

NEW ALUMINUM STOREFRONT TO MATCH EXISTING

NEW ALUMINUM STROEFRONT GATE DOOR

NEW PAINTED STEEL A MONTROSE REGIONAL COLUMNS TO MATCH EXISTING EW -01 AIRPORT - MTJ 7' - 11"7' - 4' 0" - 3' 8" -

NEW CMU WALL EW -01 HOLDROOM EXPANSION Level 1 Level 1 100'-0" 100'-0" 2100 AIRPORT RD, MONTROSE, CO 81401

4 ENLARGED ELEVATION - NORTH 2 ENLARGED ELEVATION - EAST Number Description Date A-111 1/4" = 1' -0" A-100 1/4" = 1' -0" 1 ISSUE FOR BID 08/26/19

2 ______A-301 A.0

Key Plan:

COPING TO MATCH EXISTING

T.O. PARAPET 114'-0" ROOF LEVEL JACOBS PROJECT NUMBER 112'-3 1/2" WXXX9700

DATE 08/26/19

ISSUE ISSUE FOR BID

DRAWING SHEET TITLE EXTERIOR ELEVATIONS Level 1 100'-0"

SHEET NO. 3 ENLARGED ELEVATION - SOUTH A-111 1/4" = 1' -0" A-201