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Home My WebLink AboutCRMS Current Set 3.20.24- originalColorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development 01/03/24 80% Contract Documents 02/15/24 100% Contract Documents Project Information A 0.1 CRMS CAMPUS ACCESS MAIN ENTRY PROJECT SITE C.R. 108 S. H . 1 3 3 C . R . 1 0 9 1. Selective demolition of existing rooﬁng system, existing roof structure, existing exterior walls, existing interior partitions and existing slab on grade ﬂoors and associated ﬁnishes. 2. Selective demolition of existing hydronic heating system components and electrical system components. 3. Installation of new rooﬁng and insulation system on west half of building. 4. Construction of alterations to the existing ﬁrst ﬂoor including: • concrete foundations • structural steel beams and columns • wood-frame walls and partitions • light-gauge steel-frame partitions • installation of new and relocated windows • installation of new doors and frames 5. Construction of new second ﬂoor addition on east half of building including: • structural steel beams and columns • wood-frame roofs, ﬂoors, stairs, walls and partitions • installation of new windows and storefront • installation of new doors and frames 6. Installation of mechanical, plumbing, and electrical systems at additions and alterations. 7. Installation of ﬁre sprinkler, alarm, detection and notiﬁcation systems throughout the building. New Not In Contract Nominal Noise Reduction Coeff. Not To Scale Number Overall On Center(s) Outside Diameter Opening Opposite Oriented Strand Board Paint(ed) Perforate(d) Plastic Laminate Plate Plywood Pressure Treated Pair Polyvinyl Chloride Pounds Per Square Foot Pounds Per Square Inch Property Line Riser Remove Return Air Reﬂected Ceiling Plan Roof Drain Refer To Refer(ence) Refrigerator Register Reinforce(d), (ing) Required Resilient Return Revision(s), Revised Right Hand Room Rough Opening Right Of Way Solid Core Square Foot/Feet Sheet Similar Speciﬁcation Square Stainless Steel Sound Transmission Class Standard Steel Structural Tread, Top To Be Determined Tempered Thick(ness) Tongue And Groove Thermal Insulation Top of Top ff Concrete or Curb Top of Slab Top of Wall Thermoplastic Oleﬁn (membrane) Typical Unless Noted Otherwise Vapor Barrier Vapor Retarder Vertical Vertical Grain Vinyl Composition Tile With Without Water Closet Wood Washer / Dryer Water Heater Waterprooﬁng Water Resistive Barrier Weight Welded Wire Fabric Existing Extruded Polystyrene (Insulation) a b b r e v i a t i o n s Above Finished Floor Air Barrier Area Drain Architect(ural) Building Beam Cast-in-place Control Joint Center Line Ceiling Clear(ance) Closet Column Concrete (Cast-in-place) Concrete Masonry Unit Continuous Or Continue Carpet(ed) Ceramic Tile Diameter Dimension Down Spout Drawer Drawing Each Expansion Joint Elevation Electric(al) Elevator Expanded Polystyrene (Ins.) Equal Equipment Energy Recovery Ventilator Exhaust Existing Expansion Joint Exterior Fire Alarm Fire Alarm Control Panel Floor Drain Fire Extinguisher Finish(ed) Floor(ing) Face Of Face Of Framing Fire Retardant Foot Footing Foundation Gage, Gauge Galvanized General Contractor Gypsum Wall Board -Type X Hose Bibb Hollow Core Hardware Hardwood Header Hollow Metal Horizontal Height High High Point Hour Heat Recovery Ventilator Hot Water Heating/Ventilating/Ac Inside Diameter Inch Include(d), (ing) Insulate(d), (ion) Interior Invert Janitor Joint Knock Out Lavatory Left Hand Length Low Point Material(s) Maximum Mechanic(al) Manufacture(r) Manhole Membrane Minimum, Minute Miscellaneous Masonry Opening Mounted AFF AB AD ARCH BLDG BM CIP CJ CL CLG CLR CLO COL CONC CMU CONT CPT CT DIA DIM DS DWR DWG EA EJ EL ELEC ELEV EPS EQ EQUIP ERV EXH EXIST EXP JT EXT FA FACP FD FE FIN FLR FO FOF FR FT FTG FDN GA GALV GC GWBX HB HC HDW HDWD HDR HM HORIZ HT H HP HR HRV HW HVAC ID IN (“) INCL INSUL INT INV JAN JT KO LAV LH L LP MATL MAX MECH MFR/MFG MH MEMB MIN,(‘) MISC MO MTD (N) NIC NOM NRC NTS NO or # OA OC OD OPG OPP OSB PT, PTD PERF P.LAM PL PLY P.T. PR PVC PSF PSI P.L. R (R) RA RCP RD RE REF REFR REG REINF REQD RESIL RET REV RH RM RO ROW SC SF SHT SIM SPEC SQ SS STC STD STL STRUCT T TBD TEMP THK T&G TI TO TOC TOS TOW TPO TYP UNO VB VR VERT VG VCT W/ W/O WC WD W/D WH WP WRB WT WWF (X) XPS 1. General Contractor shall review all documents and report any conﬂicts or omissions to the Architect for clariﬁcation prior to performing the work in question. 2. General Contractor shall verify all dimensions, grades and site conditions prior to commencing work. 3. DO NOT SCALE DRAWINGS. Dimensions shown take precedence over scale shown on drawings. 4. Maintain dimensions marked "CLEAR." Allow for thickness of ﬁnish materials. 5. Except where speciﬁc dimensions are indicated, the locations shown on the plans for plumbing ﬁxtures, mechanical equipment, ducts, piping and ﬁttings are approximate. The exact locations shall be determined by the contractor in accordance with manufacturer's recommendations and approved submittals, subject to approval by Architect. 6. Contractor shall furnish and install all stiffeners, bracing, blocking and supporting brackets required for the installation of all casework, toilet room ﬁxtures and accessories, and all wall-mounted or suspended mechanical, electrical or miscellaneous equipment and furnishings. 7. The Drawings and Speciﬁcations (i.e.; Architectural, Structural, Civil, Mechanical, Electrical, etc.) are complementary. Items shown in one location in the drawings shall be considered to be requirements of the Contract for Construction. In the event of a discrepancy between the Drawings and Speciﬁcations or between different disciplines, the Contractor shall seek clariﬁcation or interpretation from the Architect. Where inconsistencies are not clariﬁed prior to bidding the Contractor shall provide the better quality or greater quantity of work. 8. All dimensions are to face of stud, block, or concrete, unless noted otherwise. 9. All dissimilar metals shall be effectively isolated from each other to prevent galvanic action by means of coatings, membranes or other appropriate measures. 10. Provide access panels for mechanical and electrical equipment as required by applicable codes. All access panels shall be concealed and locations shall be conﬁrmed with the Architect prior to installation. 11. Existing ﬁnish ﬂoor elevations are to top of existing ﬁnished stone, unless noted otherwise. 12. General Contractor shall note the requirements for Special Inspections outlined in IBC Section 1704, and the Special Inspection Table and "Notes Speciﬁc to Structural Steel Special Inspections" shown on Sheet S 0.2. 13. The Owner will retain a Special Inspector to perform tests and inspections of ﬁre-resistant penetrations in accordance with IBC 1705.17. Notify Owner when services of special inspector are necessary. Do not conceal penetrations before inspections and reports are received. g e n e r a l n o t e s p r o j e c t d i r e c t o r y Owner COLORADO ROCKY MOUNTAIN SCHOOL 499 Holden Way Carbondale, CO 81623 970.963.2526 Joe White jwhite@crms.org Owner's Representative PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. 1038 County Road 323 Riﬂe, CO 81650 970.625.5350 Phil Vaughan, President phil@pvcmi.com (c) 970.379.0428 Architect A4 ARCHITECTS LLC 242 North Seventh Strefet Carbondale, CO 81623 970.963.6760 Olivia Emery, RA oemery@a4arc.com (c)970.366.0654 Michael Hassig, RA, LEEP AP mhassig@a4arc.com (c)970.366.6476 Brad Zeigel, AIA bzeigel@a4arc.com (c)970.319.1036 Civil Engineer SOPRIS ENGINEERING LLC 502 Main Street Suite A3 Carbondale, CO 81623 970.704.0311 Kyle Sanderson, PE 970.379.2131 Geotechnical Engineer K+A KUMAR & ASSOCIATES, INC. 5020 County Road 154 Glenwood Springs, CO 81601 970.945.7988 Structural Engineer KL&A INC 215 North 12th Street Unit E Carbondale, CO 81623 Dan Doherty, PE 970.927.5174 Lighting Consultant ALPENGLOW LIGHTING DESIGN, INC. 4341 County Road 113 Carbondale, CO 81623 970.948.2637 Aaron Humphrey aaron@alpenglowinc.com Acoustical Consultant DL ADAMS ASSOCIATES 1536 Ogden Street Denver, CO 80218s 303.455.1900 William D. Hesser, PE, CEng MEP Engineers BIGHORN CONSULTING ENGINEERS, INC. 569 South Westgate Drive, Suite 1 Grand Junction, CO 81505 970.241.8709 Shawn Brill, Mechanical, PE Art Donoho, Electrical, PE Contractor FCI CONSTRUCTORS, INC. 3070 I-70B, Building A Grand Junction, CO 81504 970.434.9093 John Lupfer, Project Manager jlupfer@fciol.com (c)970.261.3680 Mike McLain, Superintendent v i c i n i t y m a p S 1.0 LIGHT-000 LIGHTING LEGEND d r a w i n g l i s t PROJECT INFORMATION A 0.1 10 0 % D D SHEET NOT INCLUDED SHEET INCLUDED D 2.0 2015 IBC REVIEW SUMMARY A 0.3 A 2.0 A 1.1 S 1.3 GENERAL NOTES SITE PLAN DEMOLITION PLAN - BASEMENT BASEMENT PLAN A 2.1 1ST FLOOR PLAN A 2.2 2ND FLOOR PLAN A 2.3 ROOF PLAN EAST A 2.5 REFLECTED CEILING PLAN - 1ST FLOOR REFLECTED CEILING PLAN - 2ND FLOORA 2.6 A 4.1 BUILDING SECTIONS D 2.2 A 5.1 TYPICAL CONSTRUCTION ASSEMBLIES ATRIUM GUARDRAIL A 5.3 A 5.4 A 6.1 PLANS ELEVATOR & MAIN STAIR - FDTN. & 1ST FLOOR A 6.2 A 6.3 PLANS NORTH STAIR A 7.1 DOOR SCHEDULE - BASEMENT & 1ST FLOOR A 7.2 2ND FLOOR DOOR SCHEDULE & DOOR ELEVATIONS A 7.3 DOOR DETAILS A 8.1 INTERIOR ELEVATIONS - 1ST FLOOR WEST A 8.2 INTERIOR ELEVATIONS - DINING ROOM 1ST & 2ND FLOOR A 8.3 INTERIOR ELEVATIONS A 6.4 PLANS - NEW BASEMENT STAIR TYPICAL DETAILS TYPICAL DETAILS S 1.1 S 1.2 LIGHT-001 M0-1 MECHANICAL COVER SHEET M1-2 MECHANICAL FIRST FLOOR PLAN ELECTRICAL DETAILS A 7.4 WINDOW SCHEDULE & ELEVATIONS A 0.2 M1-3 D 2.1 DEMOLITION PLAN - 1ST FLOOR DEMOLITION PLAN - EXISTING ROOF A 3.1 BUILDING ELEVATIONS A 4.2 WALL SECTION DETAILS A 4.3 WALL SECTIONS & PLAN DETAILS @ MASONRY WALL ELEVATOR SECTIONS & DETAILS A 6.8 SECTIONS - LOADING DOCK & MATERIALS LIFT GENERAL NOTES GENERAL NOTES & LOAD KEYS S 1.4 S 1.5 TYPICAL DETAILS TYPICAL DETAILSS 1.6 S 2.0 BASEMENT PLAN S 2.1 S 2.2 FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLANS 2.3 S 2.4 CUPOLA ROOF PLAN S 4.1 S 4.3 SECOND LEVEL FRAMING DETAILS ROOF FRAMING DETAILS LIGHT-002 MECHANICAL SECOND FLOOR PLAN M1-4 MECHANICAL FOOF PLAN M3-1 MECHANICAL SCHEDULES MECHANICAL DETAILSM3-2 P0-1 PLUMBING COVER SHEET P1-1 PLUMBING BASEMENT PLAN P1-2 PLUMBING FIRST FLOOR PLAN P1-3 PLUMBING SECOND FLOOR PLAN P1-4 PLUMBING ROOF PLAN P3-1 PLUMBING SCHEDULE & NDETAILS E0-1 ELECTRICAL COVER SHEET E2-1 ELECTRICAL BASEMENT PLAN E2-2 E2-3 ELECTRICAL FIRST FLOOR PLAN ELECTRICAL SECOND FLOOR PLAN ELECTRICAL ROOF PLANE2-4 E3-1 LIGHTING SCHEDULES LIGHTING COMPLIANCE IBC OCCUPANCY AND EGRESS A 4.4 CUPOLA SECTIONS A 5.2 INT. PARTITIONS & FIRE RATED ASSEMBLIES BALCONY GUARDRAIL PLANS ELEVATOR & MAIN STAIR - 2ND FLOOR A 6.5 MAIN STAIR SECTIONS & DETAILS A 6.6 SECTIONS & DETAILS NORTH STAIR A 6.7 SECTIONS - NEW BASEMENT STAIR A 6.9 PLANS - LOADING DOCK & MATERIALS LIFT A 6.10 A 8.4 INTERIOR ELEVATIONS - 2ND FLOOR KITCHEN & REST ROOM A 8.5 INTERIOR DETAILS - CASEWORK A 8.6 INTERIOR DETAILS - BANQUETTE & ART DISPLAY S 4.0 MAIN LEVEL FRAMING DETAILS S 4.4 ROOF FRAMING DETAILSS 4.5 SCHEDULESS 5.0 SCHEDULES MEC-1 MECHANICAL / ELECTRICAL COMPLIANCE M1-1 MECHANICAL BASEMENT PLAN 2015 IBC BLDG AREAS & FRONTAGE CALCULATIONS A 0.4 10 0 % C D SE-C-1.0 UTILITY PLAN A 5.5 PORCH EDGE DETAILS A 5.6 SECTION DETAILS - ROOF REPLACEMENT 10 0 % D D 10 0 % C D A 6.11 A 6.12 PLANS - SOUTH PORCH & TRELLIS SECTIONS - SOUTH PORCH & TRELLIS A 7.5 A 7.6 WINDOW DETAILS ROOF OPENING DETAILS 2.15.24 - ISSUED FOR CONSTRUCTION f i r e s u p p r e s s i o n Contractor shall provide a complete ﬁre sprinkler system in accordance with NFPA 13; Fire Sprinkler Code and all applicable IBC requirements. Contractor shall provide a complete ﬁre alarm, detection and signalling system in accordance with the requirements of NFPA 72; National Fire Alarm and Signalling Code and all applicable IBC requirements. Contractor shall provide the Design/Build services of a certiﬁed ﬁre sprinkler subcontractor and the Design/Build services of a certiﬁed ﬁre alarm subcontractor for the work described above. Fire alarm work shall be coordinated with those ﬁre alarm and notiﬁcation components provided as part of the elevator scope of work. Fire sprinkler and alarm subcontractors shall provide submittal documents, including shop drawings, system calculations and component data sheets. Submittal documents shall be provided to the Architect for review and approval. Architect-approved submittal documents will be submitted to the Authority Having Jurisdiction for review and approval. No work associated with ﬁre sprinkler or alarm installation shall be undertaken prior to the receipt of all required approvals. p r o j e c t i n f o r m a t i o n PROJECT Bar Fork Campus Center - Additions & Alterations DESCRIPTION Addition to second ﬂoor roof and interior alterations PROJECT ADDRESS 500 Holden Way, Carbondale, CO 81623 ZONE DISTRICT Per CRMS Master Plan approved by Garﬁeld County. LOT SIZE N/A s c o p e o f w o r k A 5.7 SECTION DETAILS - EXISTING ROOF A 5.8 ROOFING & FLASHING DETAILS A 9.1 FIRST FLOOR FINISHES A 9.2 SECOND FLOOR FINISHES LIGHT-100 LIGHT-101 LIGHTING FIRST FLOOR PLAN LIGHTING SECOND FLOOR PLAN A 2.4 ROOF PLAN WEST - ROOF REPLACEMENT MAIN LEVEL FRAMING DETAILS S 4.2 MAIN LEVEL FRAMING DETAILS CUPOLA FRAMING DETAILSS 4.6 S 5.1 2212 A0.1 Project Info.PC9 Friday, February 16, 2024 / 1:47 PM Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org A 0.2 2015 IBC Review Summary, IECC Envelope Requirements & Penetration Firestopping 2/15/2024 100% Contract Documents Building Code Review Project: Date: Address: Governing Codes: All stories of the building will be fire sprinklered in accordance with NFPA 13 and IBC 903.2.3 Chapter 3 Occupancy Classifications: 5 Allowable Building Height in Feet Table 504.3 Allowable Number of Stories Table 504.4 Table 506.2 Allowable Area NS (sf) Allowable Area SM (sf) Table 506.2 Allowable Area NS (sf) Allowable Area SM (sf) Occ. Class. E Allowable (sf) Proposed (sf) Occ. Class. B, M Allowable (sf) Proposed (sf) Table 509 Separation and/or Protection 6 Table 601 Element primary structural frame bearing walls non-brg. walls floor construction roof construction Fire Resistance Rating Req. for Exterior Walls Based on Fire Separation Distance Table 602 Fire Separation Distance X < 5" 10 ≤ wall ≤ 30' wall ≥ 30' 7 North East South West Table 705.8 Fire Separation Distance Degree of Opening Protection 0 = X < 3'Unprotected, Sprinklered (UP, S) 25' < X < 30'Unprotected, Sprinklered (UP, S) X > 30'Unprotected, Sprinklered (UP, S) CRMS Bar Fork Campus Center Additions & Alterations 2015 IBC, IMC, IPC, IFC, IFGC, IEBC, 2018 IECC, 2020 NEC 60 feet allowed, 30'-1" proposed E, Educational (Private school, Grades 9 - 12), B, Business, M, Mercantile General Building Heights and Areas 1/24/24 Holden Way, Carbondale, Colorado No Limit No openings proposed in the 2-hour fire walls separating the Bar Fork Campus Center from adjacent buildings. 1 hour or provide automatic sprinkler system (Sprinkler proposed). [705.8] Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protection Allowable Area Not Permitted No Limit [705.3] Buildings on the Same Lot : The existing Strength and Conditoning Center and Gymnsium Building is separated from the Bar Fork Campus Center by an existing 2-hour rated fire wall. A new 2-hour rated fire wall will be constructed to separate the Bar Fork Campus Center from the existing faculty apartment located north of the existing Kitchen and Kitchen Storage. See Sheet A5.2 for Fire Wall Construction details. Type of Construction Construction Type: VB Fire Separation Distance Fire and Smoke Protection Features Construction Type: VB, Occupancy Group E Required Fire-Resistance 2 (Group M) 1 (Group E, B) 0 2 stories allowed, 2 stories proposed (Occ. Class. B, E, M Type VB Const., Sprinklered)) Allowable Building Area (Occ. Class. E, Type VB Const., Sprinklered) [509] Incidental Uses [506.2.4] Mixed-Occupancy, Multistory Buildings Allowable Area calculated per Equation 5-3: Aa = [At + (NS x If)] 15,537 Allowable Building Area (Occ. Class. B, Occ. Class. M, Type VB Const., Sprinklered) 9,000 27,000 34,770 [506.3] Frontage Increase I(f) Area Factor increase due to frontage calculated per Equations 5-4 and 5-5. See A0.3 Frontage Calculations W = 29.6', I(f) = 0.63 9,500 28,500 > 30' 32,940 15,537 [508.3] Nonseparated Occupancies. Building meets the most restrictive allowances for occupancy groups per 503.1. [706] Fire Walls: 2 hour fire resistance rating per Table 706.4 Note a. Fire Resistance Rating Requirements for Building Elements Laundry rooms over 100 square feet See 2/A0.2 Frontage Diagram > 30' > 30' 0 0 Fire Resistance Rating 0 0 0 0 [713] Shaft Enclosures: Elevator shaft: 1 hour fire resistance rating per 713.4. [714.3.1] Through Penetrations: Firestopped per 714.3.1.2. 8 Ch. 8 Group B, E, M Automatic Sprinkler System per 903.3.1 Table 803.11 9 Ch. 9 Manual fire alarm boxes not required: 10 Ch. 10 Accessible routes Exit access stairways [1009.8.1} Connection between elevator lobby and fire command center Table 1017.2 E, M Occupancy B Occupancy 11 Ch. 11 Accessible Route 1104.1 Accessible Entrances 1105 Accessible Parking Spaces Table 1106.1 Toilet and Bathing Facilities 1109.2 Signage 1111 12 Ch. 12 Ventilation Provided by rooftop Energy Recovery Ventilator 1203.1 Toilet rooms: Smooth, hard, non-absorbent floor at toilet rooms and 4 in. up walls.1210.1 Surrounding materials: smooth, hard, non-absorbent within 2 ft. of urinal or w.c.,to a ht. of 4 ft.1210.2 15 Ch. 15 Fire Classification Const. Type: VB Classification: C Table 1505.1 Roof Insulation NFPA 276 or UL1256 1508.1 Polyisocyanurate ASTM C 1289 Type I or Type II Extruded polystyrene 29 Ch. 29 Table 2902.1 WC @ 1/50 (5) provided Lavatories @ 1/50 (5) provided Drinking Fountains @ 1/100 (1) new provided @ second floor 250 occupants 100 occupants @ second floor+A79:E139 Occupancy E Plumbing Systems accessible single user toilet rooms Interior Environment ASTM C 578 Roof Assemblies 250 occupants Accessibility Provided Provided Provided in existing parking lot 2 private toilet rooms provided on first floor. Means of Egress [1013.1] Exit Signs: per Lighting Plan [1013.4] Raised Character and Braille Exit Signs: as shown on A2.1 and A2.2 [1017.2] Exit access travel distance Exc. 3: Clear width of 48" between handrails not req'd. due to fire sprinkler. Exc. 5: Areas of refuge not req'd. due to fire sprinkler. [1009.8] Two-way communication: required at second floor elevator lobby. [See A0.3 for means of egress occupancy loads, travel distance and component capacities.] [1008.1] Means of egress illumination: per Lighting Plan [1006.3.1] Minimum number of exits or access to exits: 2 250 feet w/sprinkler system 300 feet w/sprinkler system 1104 1009.3 [1009.1] Accessible means of egress: 4.3 Manual activation is provided by normally occupied location. Maximum travel distance: 75 feet [907.2.3] Manual Fire Alarm System - Group E. Exception 4. [907.6] Installation and Monitoring of fire alarm system Primary and secondary power supply per NFPA 72 [903.4] Sprinkler system supervision and alarms [903.4.1] Alarm, supervisory and trouble signals [906.1] Portable Fire Extinguishers: required in E occupany. 4.1 Automatic sprinkler system installed. 4.2 Emergency voice/alarm comm. system activates on sprinkler waterflow. Class C = Flame spread index 76-200; smoke-developed index 0-450. Fire Protection Systems [903.3.1.1] Building will be fire sprinklered in accordance with NFPA 13 Corridors and enclosures for exit access stairways Rooms and enclosed spaces Class C Class C Class B = Flame spread index 26-75; smoke-developed index 0-450. Interior exit stairways and exit passageways [803.11] Interior Wall and Ceiling Finishes Class B 2018 IECC Requirements Note: See Mechanical Drawings for ComCheck Documentation INSULATION ABOVE DECK [NEW ROOF - EAST] WOOD-FRAMED WALLS UNHEATED SLAB-ON-GRADE OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS (Table C402.1.3) CLIMATE ZONE 5B R-30 ci R-13 + R-7.5 ci or R-20 + R3.8 ci R-10 (24") BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS (Table C402.4) FIXED FENSTRATION U-0.38 PROPOSED R-51.3 (average) R-22 + R-9 ci (= R-31) R-10 (36") U-0.31 ENTRANCE DOORS U-0.77 U-0.40 SHGC: PF < 0.25 SHGC: 0.25 ≤ PF < 0.5 SHGC: PF ≥ 0.5 0.38 0.26 ASSEMBLY (Per A5.1) R 2 W 2, W 3 CLIMATE ZONE 5 PROPOSED REFERENCE OPERABLE FENSTRATION U-0.45 SEW N SEW N 0.46 0.61 0.51 0.56 0.61 0.27 0.26 0.27 0.26 0.27 084113 085200 081416 NOTES (1) (1) Minimum tapered roof insulation thickness = 4 inches at roof edge. Typical roof insulation thickness at tapered insulation ridge = 14 inches. Average roof thickness of 9 inches x R-5.7/inch = R-51.3. (2) See A2.4 for calculation of average roof R-value at roof replacement. (3) Batt insulation in ceiling only required in those locations where tapered insulation above is less than 7 inches in thickness. W 4, W 5 ATTIC AND OTHER R-38 Installed in ceiling below tapered deck insulation (where indicated). R-22 R 2 (3) FLOORS (Joist/Framing)R-30 R-38 F 7 SKYLIGHT U-FACTOR 0.60 SKYLIGHT SHGC 0.40 REQUIRED 0.61 PROPOSED SWINGING DOORS (OPAQUE)U-0.37 U-0.40 081113 084113 084113, 084113 STOREFRONT CLAD WINDOWS STOREFRONT SHGC: PF < 0.25 SHGC: 0.25 ≤ PF < 0.5 SHGC: PF ≥ 0.5 0.38 0.26 SEW N SEW N 0.46 0.61 0.51 0.56 0.61 0.26 0.26 0.26 0.26 0.260.61 084113 084113 084113 CLAD WINDOWS U-0.25 085200U-0.23 0.48 0.76 INSULATION ABOVE DECK [ROOF REPLACEMENT - WEST]] R-30 ci R-44.6 (average)R 1 (2) (4) (4) Center of glass U-value = 0.233. U-value of storefront assembly assumed at 0.31. Final value will be provided by manufacturer and submitted to Architect and AHJ as deferred submittal. (5) SHGC shown is that of existing clear acrylic double dome unit skylights scheduled to be salvaged from existing roof and re-installed on new roof. (5) 1 1 1/2" = 1'-0" Partial Plan Detail from Drawings for First Addition to Bar Fork, circa 1992 THIS DOOR REMOVED AND FILLED-IN TO MATCH ADJACENT PER GYMNASIUM ALTERATIONS IN 2017 Notes Regarding Zoning Uses on the Colorado Rocky Mountain School Campus are governed under the provisions of Garﬁeld County Resolution No. 99-016, "A RESOLUTION CONCERNED WITH THE APPROVAL OF A CONDITIONAL USE PERMIT APPLICATION FOR THE ROCKY MOUNTAIN SCHOOL." No speciﬁc provisions concerning setbacks, height limits, lot coverage, or impervious surface limits are included in that document. All proposed heights, stories and ﬂoor areas meet IBC requirements. The building additions proposed in this project fall almost entirely within the present footprint of the existing Bar Fork Student Center. The uses shown represent the expansion of student services currently provided within the existing facility. All new exterior lighting is fully shielded and presents no issues regarding brightness or light trespass. Sewer and water service is provided by the Town of Carbondale. Per negotiations between the Town and CRMS, all EQR calculations are based on student enrollment, not building areas, ﬁxture counts, or other methodologies. 3/10/2024 Revised storefront U-value 8'16'32'4' NORTH Colorado RockyMountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com A B C E.6 H I J.4 1 2 3 C D E F G H I KK CL C U P O L A J CL CUPOLA 7.2 4 5 6 7 8 9 10 115.6 8.6 A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 C D E F G H I KK CL C U P O L A J CL CUPOLA 7.2 5.6 8.6 Mark Descrption Area (sf) A Kitchen, Classrooms, Store 8,876 B Loading Dock 161 C North Porch 235 D East Porch 1,151 E Dining Room 4,544 F South Porch 138 G South Terrace 432 Total 15,537 BUILDING AREA SUMMARY - FIRST FLOOR BUILDING AREA SUMMARY - SECOND FLOOR Mark Descrption Area (sf) A Meeting Room 677 B Kitchen, Storage, Restoom 453 C Study and Game Rooms 2,597 D East and South Porches 1,485 Total 5,212 Frontage Calculations If = [F/P - 0.25] W/30 Segment Length Width L x w w > 20 Counts for Frontage 1 28 0 0 0 No 2 26.5 30 795 26.5 Yes 3 6 26 156 6 Yes 4 5.5 30 165 5.5 Yes 5 6 20 120 6 Yes 6 20 30 600 20 Yes 7 9 20 180 9 Yes 8 4 30 120 4 Yes 9 10.5 30 315 10.5 Yes 10 24.5 0 0 0 No 11 19 30 570 19 Yes 12 16 27 432 16 Yes 13 56 30 1680 56 Yes 14 84 30 2520 84 Yes 15 64 30 1920 64 Yes 16 17 30 510 17 Yes 17 12 30 360 12 Yes 18 9 30 270 9 Yes 19 49 30 1470 49 Yes 20 8 30 240 8 Yes 21 56 30 1680 56 Yes 22 84 30 2520 84 Yes ∑ L x w =16623 P Total Perimeter 614 F Perimeter > 20'561.5 W Weighted Avg.29.6 F/P - 0.25 =0.66 W/30 =0.99 If =0.66 453 Sq ft 677 Sq ft 2,597 Sq ft 1,485 Sq ft A D OPEN TO BELOW ROOF BELOW ROOF BELOW SCREENING / MEETING ROOM 202 MAIN STAIR 106 GAME AREA 207 NORTH STAIR 141 NOOK 208 EAST LOUNGE 209 EAST DECK 210 SOUTH LOUNGE 211 SOUTH DECK 212 ELEVATOR LOBBY 201 ADA W.C. 204 KITCHEN 206 JAN. 205 STORAGE 203 1/16" = 1'-0"3 PLAN - SECOND FLOOR - IBC BUILDING AREA [5,212 sf] 1/16" = 1'-0"2 PLAN - FIRST FLOOR - IBC BUILDING AREA [15,537 sf] & FRONTAGE DIMENSIONS C D A B faculty student BE N C H 9 9 9 9 6 RD 28' 20' 9 ' 4' 1 0 . 5 ' 24.5' 1 9 ' 56' 8 4 ' 64' 1 7 ' 12' 9 ' 56' 8 4 ' 26.5' 5.5' 6 ' 6 ' 16' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 22 20 21 8' 49' 161 Sq ft 1,151 Sq ft 235 Sq ft 4,544 Sq ft 8,753 Sq ft 138 Sq ft B C E F G 432 Sq ft UP UP ELEC. PANEL 1/16" = 1'-0"1 PLAN - BASEMENT - IBC BUILDING AREA [2,662 sf] STRENGTH & CONDITIONING (NO WORK) DWELLING UNIT (NO WORK) ELEV POLLINATOR GARDEN COVERED PORCH 105 TRELLIS 108 OFFICE 110 GALLERY 111 CLASSROOM 112 HALLWAY / DISPLAY 113 BOOKSTORE 117 POST OFFICE 118 BOOKSTORE STORAGE 119 RECEIVING 127 KITCHEN STORAGE 128 HOUSEHOL D JOBS 122 DAY STUDENT LOCKERS 121 INTERNAL MAIL 120 FREEZE R129 LOADING DOCK 130 OFFICE 131 KITCHEN 132 DISH WASHING 133 DISH RETURN 134 SERVERY 135 138 PANTRY ROOT CELLAR 145 OFFICE 107 102 ALCOVE 139 ALCOVE NORTH PORCH 140 NORTH STAIR 141 EAST PORCH 143 TABLE AND CHAIR STORAGE 142 115 WEST ENTRY HALL 114 CROSSING 123 W.C . 124 W.C . 125 W.C . 126 W.C. 136 ELEC. CL. 104 SOUTH VESTIBULE 116 WEST VESTIBULE 106 MAIN STAIR 109 OFFICE BSMT. STAIR 001 LAUNDRY STAIR 006 COLD STORAGE 144 BEVERAGES 137 103 SOUTH ENTRY HALL 2,662 Sq ft 004 STAFF LOCKER ROOM 002 BSMT. STAIR 001 STUDENT LAUNDRY 004 BOILER ROOM 011 STORAGE 008 003 BASEMENT RECEIVING 006 LAUNDRY STAIR 005 LAUNDRY MECHANICAL 010 STORAGE 009 STORAGE 007 STORAGE Plan - First Floor A 0.3 Second Floor Plan 2015 IBC Allowable Building Area & Frontage Calculations 2/15/2024 100% Contract Documents 8'16'32'4' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org Colorado RockyMountain School 970.963.2562 // crms.org A 0.4 2/15/2024 100% Contract Documents IBC Occupancy + Egress Analysis 11" 1'-0" 7" 1'- 2 1 / 4 " STAIR PITCH SLOPE CONVERSION = 1.1875 EA B 1 A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 C D E F G H I KK CL C U P O L A J CL CUPOLA 7.2 5.6 8.6 A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 C D E F G H I KK CL C U P O L A J CL CUPOLA 7.2 5.6 8.6 Mark Name Area Function per T1004.1.2 Occupant Load Basement 0.1 Mechanical & Storage 2,003 Accessory Storage & Mechanical 300 gross 7 0.2 Staff Locker Room 151 Locker Room 50 gross 3 0.3 Student Laundry 399 Business 100 gross 4 14 First Floor 1.1 Dining Hall 3,479 Assembly, Unconcentrated 15 net 232 1.2 Kitchen 4,034 Kitchen, Commercial 200 gross 21 1.3 DEI Office 392 Business 100 gross 4 1.4 Counseling Office 487 Business 100 gross 5 1.5 Gallery 390 Exhibit Gallery 30 net 13 1.6 Student Mail 89 Mercantile 60 gross 1 1.7 Classroom 467 Classroom 20 net 23 1.8 Bookstore 667 Mercantile 60 gross 11 1.9 Day Student Lockers 145 Locker Room 50 gross 3 314 Second Floor 2.1 Meeting Room 677 Assembly, Unconcentrated 15 net 45 2.2 Kitchen 453 Assembly, Unconcentrated 15 net 30 2.3 Student Lounge 2,597 Assembly, Unconcentrated 15 net 173 2.4 East & South Porch 1,485 Assembly, Unconcentrated 15 net 99 248 OLF OCCUPANT LOAD MEANS OF EGRESS SIZING Mark Description Size (inch)Capacity Factor (inch per occ.) Occ. Capacity Basement 001 Existing Stair 48 0.3 160 006 New Laundry Stair 48 0.3 160 Total Basement Stair Capacity 320 001a Existing Door 33 0.2 165 004a New Door 33 0.2 165 Total Basement Door Capacity 330 First Floor 116a Doors @ Existing West Vestibule 66 0.2 330 105a Doors @ New South Vestibule 66 0.2 330 141a North Stair Door 33 0.2 165 101a Dining Room Door 33 0.2 165 101b Dining Room Door 33 0.2 165 Total Principal Exit Door Capacity 1155 107a Office 107 Door 33 0.2 165 108a Office 108 Door 33 0.2 165 137a Beverages 137 33 0.2 165 127a Kitchen Receiving Door 66 0.2 330 Total Secondary Exit Door Capacity 825 130 Loading Dock Stair to Grade 36 0.3 120 Second Floor 106 New Main Stair 56 0.3 187 141 New North Stair 56 0.3 187 Total Second Floor Stair Capacity 373 453 Sq ft 677 Sq ft 2,597 Sq ft 1,485 Sq ft 195 Sq ft 302 Sq ft 229 Sq ft OPEN TO BELOW ROOF BELOW ROOF BELOW SCREENING / MEETING ROOM 202 MAIN STAIR 106 GAME AREA 207 NORTH STAIR 141 NOOK 208 EAST LOUNGE 209 EAST PORCH 210 SOUTH LOUNGE 211 SOUTH PORCH 212 ELEVATOR LOBBY 201 ADA W.C. 204 KITCHEN 206 JAN. 205 STORAGE 203 1/16" = 1'-0"2 PLAN - FIRST FLOOR - OCCUPANCY + EGRESS TRAVEL DISTANCE faculty student BE N C H 9 9 9 9 6 RD 189 Sq ft 1,428 Sq ft 467 nsf 20 nsf/occ. = 23 occ. 687 gsf 60 gsf/occ. = 11 occ. 883 Sq ft 3,084 Sq ft 467 Sq ft 390 Sq ft 487 Sq ft 392 Sq ft 3,479 Sq ft 3,479 nsf 15 nsf/occ. = 232 occ. 392 sf 100 sf/occ. = 4 occ. 487 sf 100 sf/occ. = 5 occ. 390 nsf 30 nsf/occ. = 13 occ. 667 Sq ft 280 sf 60 sf/occ. = 5 occ. 145 sf 145 gsf 50 gsf/occ. = 3 occ. Assembly, Unconcentrated 4,034 gsf 200 gsf/occ. = 21 occ. Assembly, Unconcentrated Kitchen, Commercial Locker Room Mercantile Classroom Gallery Ofﬁce (B Occ.) Ofﬁce (B Occ.) 0.1 0.2 0.3 2.1 2.2 2.3 2.4 1.1 1.2 1.3 1.41.5 1.6 1.7 1.8 1.9 67 Sq ft 278 Sq ft UP 3 1/16" = 1'-0" PLAN - BASEMENT - OCCUPANCY + EGRESS TRAVEL DISTANCE EA B 2 HALLWAY / DISPLAY 113 STRENGTH & CONDITIONING (NO WORK) DWELLING UNIT (NO WORK) ELEV COVERED PORCH 105 TRELLIS 108 OFFICE 110 GALLERY 111 CLASSROOM 112 DINING 101 BOOKSTORE 117 POST OFFICE 118 BOOKSTORE STORAGE 119 RECEIVING 127 KITCHEN STORAGE 128 HOUSE- HOLD JOBS 122 DAY STUDENT LOCKERS 121 INTERNAL MAIL 120 FREEZER 129 LOADING DOCK 130 OFFICE 131 KITCHEN 132 DISH WASHING 133 DISH RETURN 134 SERVERY 135 138 PANTRY ROOT CELLAR 145 OFFICE 107 102 ALCOVE 139 ALCOVE NORTH PORCH 140 NORTH STAIR 141 EAST PORCH 143 TABLE AND CHAIR STORAGE 142 115 WEST ENTRY HALL 114 CROSSING 123 W.C . 124 W.C. 125 W.C. 126 W.C. 136 ELEC. CL. 104 SOUTH VESTIBULE 116 WEST VESTIBULE 106 MAIN STAIR 109 OFFICE BSMT. STAIR 001 LAUNDRY STAIR 006 COLD STORAGE 144 BEVERAGES 137 103 SOUTH ENTRY HALL 151 Sq ft 151 gsf 50 gsf/occ. = 3 occ. 2,003 Sq ft 2,003 gsf 300 gsf/occ. = 7 occ. 278 Sq ft 399 gsf 100 gsf/occ. = 4 occ. Mechanical & Storage Locker Rooms Laundry (B Occ. Accessory) 677 nsf 15 nsf/occ. = 45 occ. 453 nsf 15 sf/occ. = 30 occ. Assembly, Unconcentrated Assembly, Unconcentrated Student Mail 2,597 sf 15 nsf/occ. =173 occ. 1,485 nsf 15 nsf/occ. = 99 occ. Assembly, Unconcentrated 13 121 Sq ft 63 Sq ft 004 STAFF LOCKER ROOM 002 BSMT. STAIR 001 STUDENT LAUNDRY 004 BOILER ROOM 011 STORAGE 008 003 BASEMENT RECEIVING 006 LAUNDRY STAIR 005 LAUNDRY MECHANICAL 010 STORAGE 009 STORAGE 3 12 20 25 10 10 9 2 14* 4 30 10 3 3 2 4 2 7 5 SEE FIRST FLOOR FOR EXIT CONTINUATION 10 20 CP MAXIMUM COMMON PATH OF EGRESS TRAVEL = 70' < 75' = OKCP EXIT ACCESS TRAVEL DISTANCE = 136' < 200' = OK [VIA NEW STAIR] EA B 1 EXIT ACCESS TRAVEL DISTANCE = 149' < 200' = OK [VIA EXISTING STAIR] EA B 2 007 STORAGE 13 2 4 7 4 4 (44) 10 6 35 12 3 (56) 17 3 4 3 7 62 5 12 13 2 2 41 16 6 3 3 9 9 CP 38 45 5 6 11 10 51 5 10 4 (106) 3 (136) EA 2-1 EA 2-2 1/16" = 1'-0"1 MAXIMUM COMMON PATH OF EGRESS TRAVEL = 70' < 75' = OKCP EXIT ACCESS TRAVEL DISTANCE = 162' < 250' = OK [VIA MAIN STAIR] EXIT ACCESS TRAVEL DISTANCE = 151' < 250' = OK [VIA NORTH STAIR] EA 2-1 EA 2-2 PLAN - SECOND FLOOR - OCCUPANCY + EGRESS TRAVEL DISTANCE MAXIMUM COMMON PATH OF EGRESS TRAVEL = 47' < 75' = OKCP LONGEST EXIT ACCESS TRAVEL DISTANCE = 93' < 250' = OK 34 13 CP NEW STAIRWAY EXISTING STAIR 78 51 MAX. OVERALL DIAGONAL DISTANCE = 78' 78' ÷ 2 = 39' Required Separation Distance Separation Provided = 51' = OK 193 MAX. OVERALL DIAGONAL DISTANCE = 193' 193' ÷ 2 = 97' Required Separation Distance Separation Provided = 166' = OK 166 20 18 28 4 3 2 22 31 28 7 26 33 4 33 23 121 90 MAX. OVERALL DIAGONAL DISTANCE = 121' 121' ÷ 2 = 61' Required Separation Distance Separation Provided = 90' = OK EA (max.) = 93' 8 16 320 PROJECT NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents E CONC RD (X) D I T C H D I T C H D I T C H Site Plan A1.1 10/23/23 100% Design Development STUDENT STRENGTH AND CONDITIONING CENTER KEYNOTES NEW ASPHALT PATH EXISTING ASPHALT PATH TO BE REMOVED, RE-SEEDED NEW GRAVEL PATH EXISTING FOOTBRIDGE RE-LOCATE FOOTBRIDGE BEHIND GARDEN SHED TO APPROX. THIS LOCATION. DETAILS TBD. DAYLIGHT ELEVATOR SUMP INTO PLANTER IRRIGATED PLANTING BED NEW DINING HALL ENTRY PORCH AND BENCH NEW SHADE TRELLIS, (X) PAVERS RE-SET IN SAND RE: TRELLIS PLAN EXISTING SHADE TRELLIS EXISTING COVERED BIKE PARKING FUTURE STONE WALL / BENCH SAVE (X) JUNIPER TO THE EXTENT POSSIBLE. PARTIAL REMOVE FOR TRELLIS FOOTINGS ONLY AS NECESSARY. (X) GAS REGULATOR AND ENTRY OWNER TO PRUNE TREE PRIOR TO CONSTRUCTION START NEW FIRE SUPPRESSION ENTRY LINE ASPHALT PAVING FROM (X) BRIDGE TO HOLDEN WAY 1 2 3 4 5 6 7 2 1 1 3 2 3 4 4 4 4 4 5 6 7 (X) P A T H (X) P A T H (X) P A T H (X ) P A T H CLIMBING GYM RESIDENCE BAR FORK DINING HALL AND STUDENT CENTER LEGEND 2-HR BUILDING SEPARATION PROJECT AREA 8 9 10 89 10 11 11 12 11 12 13 14 13 14 DELIVERIES KITCHEN DINING HALL 1 NEW CONCRETE PAVING 3/4" GRAVEL 12/12/23 50% Contract Documents 15 15 16 16 7 17 17 NEW WATER LINE FOR FIRE SUPPRESSION (X) COMCAST (X) FIBER OPTIC (X) ELECTRIC (X) 8" WATER MAIN V.I.F. 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 004003 005 010 1 A6.7 1 A6.9 STAFF LOCKER ROOM 002 BSMT. STAIR 001 STUDENT LAUNDRY 004 BOILER ROOM 011 STORAGE 008 003 BASEMENT RECEIVING 006 LAUNDRY STAIR 005 LAUNDRY MECHANICAL 010 STORAGE 009 STORAGE 007 STORAGE REMOVE WOOD DECK AND STAIRS NEW LIFT NEW STAIR SBasement Plan A 2.0 (X) S.O.G. 7 2 3 6 KEYNOTES 1 2 3 4 5 6 7 9 9 5 LEGEND (This sheet only) 8 SHADING INDICATES NEW WORK (X) DRAIN FROM LAUNDRY SINK AND STAFF WASHING MACHINES 1 8 8 6 10 (X) LAUNDRY SINK TO REMAIN (ROTATE 90º) (X) LOUVER TO REMAIN (X) MAKE UP AIR DUCT TO REMAIN. NOT USED EXTEND S.O.G. TO NEW FOUNDATION RE-LOCATE WASHER & SINK WATER SUPPLY TO NEW PARTITION SAW CUT NEW DRAIN LINE FROM LAUNDRY SINK AND HOUSEHOLD WASHING MACHINES CAP OFF AND REMOVE UNNECESSARY DRAIN LINE. SEWER TO GREASE TRAP FRAME NEW OPENING IN (X) WALL. WRAP JAMBS IN GWB. STEEL RAMP PROVIDED BY LIFT MANUFACTUER 10 11 11 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 faculty student BE N C H 9 9 9 9 3 9 RD 104 101b 101a 141a 107a109a X107c 109b 128 119 117b 122 116b 116a 110a 117a 131 142 107dX110b X112c X112bX112b X123 X124 X125 X127 X126 X112c X132 130a X136 X134 X135a X135b X137a X137b 130b 006 141b 103 109a X107b 112a 118 144 145 141cW1 - A6.4 - A6.1 - A6.3 2 A4.3 3 4 5 6 7 5 6 A8.1 2-3 8.6 2 A4.1 11 ' - 7 5 8" 1 A4.1 5 2 A4.1 1 A4.1 2 A3.1 1 A3.1 5 A3.1 22 A8.1 6 A8.6 W2 W2 W2 W2 W2 W3 W1 W1W1 4 A8.5 1 A6.7 3-5 A5.2 A8.1 7 2 3 4 A8.1 A8.117 19 18 A8.1 20 21 5 A8.1A8.1 1 16 A8.1 17 19 20 18A8.3 8 7 6 2A8.2 A8.2 A8.2 4 13 15 16 14A8.3 4 A3.1 6 A3.1 5 A3.1 4' - 3 " A8.2 UP LEGEND GENERAL NOTES KEYNOTES 1 (X) SLAB ELEVATION 1/8" BELOW ADJACENT FLAGSTONE FINISH. 1/2" HEAVY GUAGE TRANSITION STIP REQUIRED AT FLOORING CHANGE. 2-HOUR FIRE WALL FOR BUILDING SEPARATION ELEC. PANEL 2 3 4 5 6 A.SEE SHEET A5.1 FOR CONSTRUCTION ASSEMBLIES. 5 1 2" BUILT IN BANQUETTE WITH REMOVEABLE CUSHIONS AND GRILL TO HYDRONIC HEATING CONCEALED BENEATH. NEW PARTITION BETWEEN OFFICES. BUILT-IN COUNTER. RE-USE 24" COMBI-CORE COUNTER BETWEEN THIS SPACE AND THE HALLWAY. NEW PRE-FABRICATED FREEZER WALLS AND INTERNAL COMPONENTS. RE-USE EXISTING COMPRESSOR. FURRED OUT WALLS TO CONCEAL HYDRONIC PIPING. 7 OPEN-FACED DOWNSPOUT FROM ABOVE. 77 8 CAST IRON ROOF DRAIN LEADER FROM ROOF DRAIN ABOVE. 8 BOOKS B.SEE SHEET A9.1 FOR FINISHES AND CASEWORK REFERENCES 9 TACTILE ADA EXIT SIGN 9 9 9 4' - 0 " M I N 2 2 2 1 STRENGTH & CONDITIONING (NO WORK) DWELLING UNIT (NO WORK) ELEV Plan - First Floor A 2.1 COVERED PORCH 105 OFFICE 110 GALLERY 111 CLASSROOM 112 HALLWAY / DISPLAY 113 BOOKSTORE 117 POST OFFICE 118 BOOKSTORE STORAGE 119 RECEIVING 127 KITCHEN STORAGE 128 HOUSEHOLD JOBS 122 DAY STUDENT LOCKERS 121 INTERNAL MAIL 120 FREEZER 129 LOADING DOCK 130 OFFICE 131 KITCHEN 132 DISH WASHING 133 DISH RETURN 134 SERVERY 135 138 PANTRY ROOT CELLAR 145 OFFICE 107 102 ALCOVE 139 ALCOVE NORTH PORCH 140 NORTH STAIR 141 EAST PORCH 143 TABLE AND CHAIR STORAGE 142 115 WEST ENTRY HALL 114 CROSSING 123 W.C. 124 W.C. 125 W.C. 126 W.C. 136 ELEC. CL. 104 SOUTH VESTIBULE 116 WEST VESTIBULE 106 MAIN STAIR 109 OFFICE BSMT. STAIR 001 LAUNDRY STAIR 006 COLD STORAGE 144 BEVERAGES 137 APPROXIMATE EDGE OF DITCH 103 SOUTH ENTRY HALL DINING 101 SPRINK. 108 TRELLIS AV 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 1 A4.1 2 A4.1 1 A4.1 2 A4.1 3 A4.3 3 A6.1 1 A6.2 3 A3.1 3 A5.3 2 A4.1 11 A8.4 P1 W2 W2 W2 W2 W2 8 7 6 2A8.2 3 1 2 4A8.3 6 8 5 7A8.3 2 A3.1 1 A3.1 5 A3.1 4 A5.3 P2 - A5.6 OPEN TO BELOW ROOF BELOW ROOF BELOW ROOF BELOW MAIN STAIR 106 GAME AREA 207 NORTH STAIR 141 NOOK 208 EAST LOUNGE 209 EAST DECK 210 SOUTH LOUNGE 211 SOUTH DECK 212 ELEVATOR LOBBY 201 OPEN TO BELOW ADA W.C. 204 KITCHEN 206 STORAGE 203 SCREENING / MEETING ROOM 202 11 ' - 5 " 212 202a 202b 204 206 205 209b 209a203a 203b DN 18 R 1 CO U N T E R A 2.2 2 4 CO U N T E R COUNTER 5 6 9" 7 7 7 77 1 2 3 4 5 6 7 8 9 10 STONE WALL RETURN AIR DUCT LARGE SCREEN FOR MEETINGS AND WEEKEND ENTERTAINMENT SERVICE COUNTER FOR STUDENT RUN CONCESSION SLOPED MEMBRANE ROOF (UNDER DECK) SHOWN GUARDRAIL CAST IRON ROOF DRAIN LEADER FROM ABOVE 8 6' - 0 " 12 ' - 0 " 3 LEGEND GENERAL NOTES KEYNOTES (X) = EXISTING INSULATION CRICKET PANEL @ 1/2" PER FOOT SLOPE HEAT TRACE @ ROOF DRAINAGE 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " HEAT TRACE PER ELECTRICAL THROUGH PARAPET SCUPPER 11 A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 9 TYP. C. SEE SHEET A5.3 FOR ATRIUM GUARDRAIL ELEVATIONS & DETAILS D. SEE SHEET A5.4 FOR 2ND FLOOR PORCH GUARDRAIL ELEVATIONS & DETAILS TACTILE ADA EXIT SIGN 10 TACTILE ADA STAIRWAY SIGN 11 11 5 5 Second Floor Plan 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0" 12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " 84 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL CU P O L A 5" 5" 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 8.65.6 7.2 E G I R.O. A 2.3 10/23/23 100% Design Development New Roof Plan - East POSSIBLE PV ELEV. TOWER ERV STEEL ROD X-BRACE TYP. (4) LOCATIONS QUEEN POST TRUSS TYP. FOR (2) OPEN TO BELOW Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 2 1/8" = 1'-0" PLAN - CUPOLA ROOF 1 1/8" = 1'-0" PLAN - SECOND FLOOR ROOF & CUPOLA LEGEND GENERAL NOTES KEYNOTES 1 2 3 THROUGH PARAPET SCUPPER TO CONDUCTOR HEAD + OPEN-FACED DOWNSPOUT THROUGH PARAPET SCUPPER (X) = EXISTING INSULATION CRICKET PANEL @ 1/2" PER FOOT SLOPE A UNIT SKYLIGHT TYPE A 4 4 OPEN-FACE DOWNSPOUT FROM ABOVE 38'-5" FRAMING @ CUPOLA ROOF LEVEL 5' - 1 0 3 / 4 " 5' - 1 0 3 / 4 " HEAT TRACE 3 5 4 2 5 1 5 5 HEAT TRACE @ ROOF DRAINAGE RIDGE VALLEY 38 ' - 5 " F.O. WALL BELOW 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0" 1/4" / 1'-0" 38'-8" 38 ' - 8 " FRAMING DIM. @ BASE OF WALL F.O. WALL BELOW FR A M I N G @ C U P O L A R O O F L E V E L PARAPET WALL - TYP. ROOF HATCH W/ GUARDRAIL 1/4" 12" Ø ROOF DRAIN W/ HEAT TRACE 1 5 WALKWAY PAD 1 5 3 5 THROUGH WALL OVERFLOW SCUPPER SET 2" ABOVE ADJACENT ROOF DRAIN 6 6 5 1 RIDGE 1/ 4 " / 1 ' - 0 " STARTING FIELD INSULATION THICKNESS = 4" STARTING FIELD INSULATION THICKNESS = 4" INSULATION THICKNESS @ RIDGE ≈ 14" (SIM. @ WEST SIDE) W7 W6 BELOW W9 W9 W9 W10 W10 W10 3'-6"3'-0"6" 2' - 6 " F.O. STUD R.O. R. O . FR A M I N G FR A M I N G D I M . @ B A S E O F W A L L F.O. STUD 4'-3"1'-2"1' - 6 " 1' - 4 " R.O. 7 FRAMED OPENING THRU ROOF FOR ERV RETURN AIR DUCT 7 A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. ( X ) G GUTTER EXP. JOINT (X) FLUE - ADJUST MOUNTING BRACKET TO ALLOW FOR GUTTER INSTALLATION KITCHEN M.A.U. NEW LOCATION UN-INSTALL (X) M.A.U. ROTATE 180º RE-INSTALL M.A.U. [MODIFY SUPPORT BRACKETS AS REQ'D. ] NEW BOX GUTTER SEE 4/A5.1 15 1 10 7 A5.2 SEE A2.4 FOR ROOF PLAN - WEST 3' - 9 " 3' - 0 3 / 4 " 4' - 1 1 1 / 4 " 3' - 0 3 / 4 " 1'-10"3'-0 3/4" 8 SALVAGE EXISTING SKYLIGHT AND INSTALL ON NEW CURB IN THIS LOCATION 8 8 9 ROOF EDGE GUARDRAIL - 30' LONG BASIS OF DESIGN: KATTGUARD SURFACE MOUNT GUARDRAIL FOR TPO MEMBRANE ROOF SYSTEM - ANCHORAGE PER MANUF. 9 10 ROOF EDGE GUARDRAIL - 40' LONG PER ABOVE NOTE 9 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 28'-1 3/4"20'-0"48'-0" A B C E.6 G H I.4 J 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " 26 ' - 9 1 / 2 " 84 ' - 3 1 / 2 " C D E F G H I J A B 5" 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" 12 A 2.4 Roof Plan - West Roof Replacement (X) WALL BELOW (X) WALL BELOW (X) WALL BELOW LEGEND GENERAL NOTES KEYNOTES 1 2 3 4" X 4" OPEN FACE DOWNSPOUT WITH SPLASH BLOCK REMOVE (X) SKYLIGHT - PATCH ROOF DECK SALVAGE (2) (X) UNIT SKYLIGHTS FOR REINSTALLATION ON NEW ROOF. REMOVE (X) EXHAUST FAN INSTALL NEW ROOF CURB TO HT. REQ'D. RE-INSTALL EXHAUST FAN 2 2 2 2 3 3 5 35 4 REPLACE FLASHING AND COUNTER- FLASHING AT EXISTING MASONRY FLUE 4 4 5 REMOVE (X) EXHAUST FAN - PATCH ROOF DECK 5 6 REMOVE & STORE (X) SKYLIGHT - FRAME NEW CURB TO HT. REQ'D. - REINSTALL (X) SKYLIGHT ON NEW CURB 6 TYP. FOR (5) 2 7 NOT USED (X)G ( X ) G 8 REMOVE (X) ROOF DRAIN AND ASSOCIATED PIPING - PATCH ROOF DECK 8 8 8 8 8 8 9 REMOVE (X) VENT FLASHING EXTEND (X) VENT PIPING AS REQ'D. PROVIDE NEW VENT FLASHING 10 NEW FRAMED KNEEWALL SEPARATING NEW ROOF FROM EXISTING ROOF 9 TYP. 9 TYP. NEW BOX GUTTER SEE 4/A5.1 NEW BOX GUTTER SEE 4/A5.1 NEW OPEN-FACE DOWNSPOUT TYP. FOR (2) NORTH WALL NEW OPEN-FACE DOWNSPOUT TYP. FOR (4) WEST WALL SEE 4/A5.1 NEW OPEN-FACE DOWNSPOUT TYP. FOR (4) SOUTH WALL SEE 4/A5.1 RIDGE HIP RIDGE HIP RIDGE SLOPE DN. 1/2" : 12" SL O P E D N . 1/ 4 " : 1 2 " SL O P E D N . 1/ 4 " : 1 2 " REMOVE EXISTING STANDING SEAM ROOF PROVIDE NEW 80 MIL TPO ROOFING MEMBRANE PER DETAIL R2/A5.1 (X) FLUE - ADJUST MOUNTING BRACKET TO ALLOW FOR GUTTER INSTALLATION KITCHEN M.A.U. NEW LOCATION EXISTING MEMBRANE ROOF - NO WORK EXISTING TAR & GRAVEL ROOF - NO WORK REMOVE (X) GAS PIPING RE-INSTALL AFTER NEW ROOF INSTALLATION PROVIDE PIPE SUPPORT BLOCKS AT MANUFACTURER'S RECOMMENDED SPACING (X) METAL ROOF TO REMAIN (X) = EXISTING EXISTING MASONRY CHIMNEY PATCH EXISTING 2X6 T&G WOOD DECKING W/ NEW 2X6 T&G DECKING PER DETAILS - STAIN INTERIOR TO MATCH ADJACENT CEILING DURING PHASE II KITCHEN M.A.U. (X) LOCATION X X UN-INSTALL (X) M.A.U. ROTATE 180º RE-INSTALL M.A.U. [MODIFY SUPPORT BRACKETS AS REQ'D. ] 11 NEW GLULAM BEAM ABOVE ROOF DECK PER STRUCTURAL DETAIL 10 12 NEW ROOF CRICKET 12 12 13 ROOF BEAM STRUCTURAL REINFORCEMENT 2X PLIES ABOVE (X) 2X6 T&G ROOF DECKING SEE STRUCTURAL DRAWINGS 13 13 14 14 ROOF DECK REINFORCEMENT - STEEL DECK ABOVE (X) 2X6 T&G ROOF DECKING SEE STRUCTURAL DRAWINGS 4 A5.6 3 A5.6 6 A5.6 1 A5.6 1 A5.6 3 A5.7 A A A A A A SKYLIGHT TYPE (RE-INSTALLED) A. COORDINATE ROOF SYSTEM REPLACEMENT WITH STRUCTURAL ROOF REINFORCEMENT SHOWN ON STRUCTURAL DRAWINGS. (X) WALL BELOW ROOF INSULATION - TYP. THICKNESS R-VALUE INSULATION PANEL 2"R-12 NAILBASE PANEL 2"R-9.1 MIN. EPS TAPER THICKNESS 1/2"R-2.1 SLOPE ∆ = MAX. EPS THK.10.5"R-45.2 AVG. TAPERED INSULATION 5.5"R-23.9 AVG. OVERALL ROOF SYSTEM R-45 COVER BOARD 1/4" MEMBRANE 1/16" MAX SYSTEM THICKNESS 1'-2 7/8" WEIGHTED AVERAGE ROOF INSULATION R-VALUE @ ROOF REPLACEMENT = R-44.6 3 EF-1 EF-2 EF-3 EF-4 EQ-5 TYP. 2 A5.7 1 A5.7 TYP. 4 A5.7 TYP. 5 A5.6 2 A5.6 B. COORDINATE ROOF SYSTEM REPLACEMENT WITH ASSOCIATED ELECTRICAL, MECHANICAL AND PLUMBING WORK. GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT NEW BOX GUTTER TYP. 11 SIM. 15 15 TIE-IN NEW TPO TO EXISTING TAR & GRAVEL ROOF PER MANUFACTURER'S STANDARD DETAIL PER 2015 IBC 1505.1: FOR TYPE VB BUILDING CONSTRUCTION MINIMUM ROOF COVERING CLASSIFICATION SHALL BE CLASS C. CONTRACTOR SHALL SUBMIT DOCUMENTATION CONFIRMING THAT PROPOSED RE-ROOFING ASSEMBLY CONFORMS TO CLASS C REQUIREMENTS. 11 1 1 1 1 1 1 1 1 2 16 16 16 STEEL DECK ROOF REINFORCEMENT EXTENDS UNDER FRAMED WALL IN THIS LOCATION 17 ROOF EDGE GUARDRAIL - 30' LONG BASIS OF DESIGN: KATTGUARD SURFACE MOUNT GUARDRAIL FOR TPO MEMBRANE ROOF SYSTEM - ANCHORAGE PER MANUF. 17 18 REPLACE EXISTING EXHAUST FAN 18 ROOF INSULATION @ STL DECK THICKNESS R-VALUE FIBERGLASS INSULATION 3"R-13 MIN. EPS TAPER THICKNESS (R4.35/IN.)1 1/8"R-4.9 SLOPE ∆ = MAX. EPS THK.10 1/2"R-48.4 AVG. TAPERED INSULATION 5.8"R-25.3 AVG. OVERALL ROOF SYSTEM @ STEEL DECK REINF.R-38.3 COVER BOARD 1/4" MEMBRANE 1/16" MAX SYSTEM THICKNESS 1'-2 7/8" 4 A5.6 HEAT TRACE @ ROOF DRAINAGE SLOPE DN. 1/4" : 12" 1/ 4 " : 1 2 " 1 / 2 " : 1 2 " NEW TPO ROOF TP O 02/15/24 100% Contract Documents SEE A2.3 FOR ROOF PLAN - EAST 7 A5.7 TYP. 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents RDRD 120 120120120120120 120 120 120 120 120 120120120120120120 GWB TO REMAIN 1 1 LEGEND GENERAL NOTES 1 2 3 WIFI ACCESS POING KEYNOTES Reﬂected Ceiling Plan First Floor A 2.5 [NO WORK] BORE EXISTING WOOD ROOF DECK FOR ELECTRICAL BOX - POWER REPLACE EXISTING SKYLIGHT REMOVE EXISTING SKYLIGHT - INFILL TO MATCH EXISTING 2X6 ROOF DECKING 4 NEW POWER & LIGHTING JUNCTION BOX 5 NEW LIGHTING CONTROL JUNCTION BOX 6 REMOVE SKYLIGHT FRAMING AT SKYLIGHT INFILL LOCATION A. FIRST FLOOR CEILING IS PREDOMINANTLY EXISTING GLU-LAM FRAMING EXPOSED WITH 2 X DECKING ABOVE BORE EXISTING WOOD ROOF DECK FOR ELECTRICAL BOX - LOW VOLTAGE CONTROLS OPEN TO ABOVE CUPOLA ABOVE 3 2 2 2 2 2 3 4 5 6 6 4' - 0 " 4' - 2 " 3' - 5 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1'-6"1'-6" 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " STRENGTH & CONDITIONING (NO WORK) DWELLING UNIT (NO WORK) ELEV DISPLAY DINING ROOM 101 COVERED PORCH 105 OFFICE 110 GALLERY 111CLASSROOM 112 HALLWAY / DISPLAY 113 BOOKSTORE 117 POST OFFICE 118 BOOKSTORE STORAGE 119 RECEIVING 127 KITCHEN STORAGE 128 HOUSEHOLD JOBS 122 DAY STUDENT LOCKERS 121 INTERNAL MAIL 120 FREEZER 129 LOADING DOCK 130 OFFICE 131 KITCHEN 132 DISH WASHING 133 DISH RETURN 134 SERVERY 135 138 PANTRY ROOT CELLAR 145 OFFICE 107 102 ALCOVE 139 ALCOVE NORTH PORCH 140 NORTH STAIR 141 EAST PORCH 143 TABLE AND CHAIR STORAGE 142 115 WEST ENTRY HALL 114 CROSSING 123 W.C. 124 W.C. 125 W.C. 126 W.C. 136 ELEC. CL. 104 SOUTH VESTIBULE 116 WEST VESTIBULE 106 MAIN STAIR 109 OFFICE BSMT. STAIR 001 LAUNDRY STAIR 006 COLD STORAGE 144 BEVERAGES 137 GWB X 2' X INCHES SHOWN TECTUM PANEL 1 X 6 RS CEDAR TRELLIS 108 1 7/8"OPEN TO ABOVE O P E N T O A B O V E NEW BEAM PER STRUCTURAL DRAWINS 2 A5.2 1 A5.2 GWB 4' - 0 " G W B P E R A 5 . 2 GW B + 7 6 REFERS TO UNDERSTAIR CLOSET LIGHTING. SEE A2.5/ L101 FOR STAIR LIGHTING 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 FRAMING PER STRUCT. 7/8" HAT CHANNEL 1" TECTUM BEVEL 'Z' CLIP ACOUSTIC CEILING 3 1/2" BATT INSULATION @ WOOD CEILING ONLY 4" 4" 3 1 / 8 " 2 7 / 8 " 3" 3 3 A 2.6 Reﬂected Ceiling Plan Second Floor 1 x 6 RS CEDAR, STAINED SUSPENDED ACOUSTIC WOOD CEILING 9WOOD 2300 SERIES 3.25" CONTINUOUS GWB 24 " W I D E X E X . 1 4 4 " T E C T U M , B E V E L L O N G E D G E S GENERAL NOTES CEILINGS AT WET LOCATIONS TO BE MR GWB DIRECT ATTACHED ACOUSTIC PLANK, 9WOOD 3100 SERIES TECTUM, DIRECT ATTACHED, EXPOSED SCREWS, 2' X EX.120", BEVEL ALL SIDES, TYP EACH END OF ROOM GWB GWBGWB GWB 1 4 A4.2 5 A4.2 3 A4.2 1 2 3 SALVAGED SKYLIGHT, TYP. (2) CEILING WIFI ACCESS POINT VENTILATION GRILLE KEYNOTES 2 2 1 1/8" = 1'-0" REFLECTED CEILING PLAN2 3" = 1'-0" DETAIL AT JOINT BETWEEN MATERIALS 2 Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 4'8'16'2' 10/23/23 100% Design Development 12/12/23 50% Contract Documents 02/15/24 100% Contract Documents Colorado RockyMountain School 970.963.2562 // crms.org SECTION CUT P 12'-0"12'-0"12'-0"12'-0"12'-0" 6'-0"6'-0" 16 ' - 0 " A A A A A A A A A A X2 AAAA B B GGX1 I X2X1X2X1X1 X1 X1 X1 X1 X1 X1 X1X1 X1 X1 X1X1X2X2 B E R F E C D HH J K K K L B MM N 7' - 0 " P QQ L2 I WIRE MESH PANEL WITH U-CHANEL EDGE ON 6" STAND-OFF SUPPORTS ERV ERV EX WINDOWS IN NEW LOCATION EX WINDOWS IN NEW LOCATION STEEL SHADE TRELLIS ERV SOLAR PANELS METAL SIDING BERRIDGE HC-16 NEW ENTRY 1 1 1 1 1 1 1 11 1 4 2 6 2 3 1 OPEN FACED DOWNSPOUT TO SPLASH BLOCK THROUGH PARAPET SCUPPER & DOWNSPOUT OVERFLOW SCUPPER KITCHEN EXHAUST, MAINTAIN MIN. CLEARANCE OF 10 FEET FROM NEAREST OPERABLE WINDOW JOINT BETWEEN METAL PANELS, TYP. RE: DTL. ON A 5.8 SCUPPER 2 3 4 LOUVER FLAT-LOK METAL PANEL BEHIND TRELLIS SCREEN EXISTING SIDING AND WINDOWS TO REMAIN NEW METAL SIDING EXISTING SIDING AND WINDOWS TO REMAIN NEW METAL SIDINGNEW METAL SIDING NEW METAL SIDING EXISTING SIDING, PATCH AND TOUCH UP PAINT AS NECESSARY (X) SIDING & WINDOWS TO REMAIN (X) SIDING & WINDOWS TO REMAIN, NEW DOOR METAL GUARD RAIL METAL GUARD RAIL 5 5 5 5 5 EXTENDED DRIP EDGE, TYP. ALL STOREFRONT RE: A5.8 1 X 6 THERMALLY MODIFIED WOOD, VERTICAL 1 X 6 THERMALLY MODIFIED WOOD, HORIZ. THERMALLY MODIFIED 1 X 6 1 X 4 THERMALLY MODIFIED WOOD, NATURAL FINISH, VERTICAL, TYP. @ ALL PORCHES METAL SIDING FOREGROUND REMOVED FOR CLARITY 1' - 6 " 1 X 6 THERMALLY MODIFIED WOOD, VERTICAL STEEL PORCH AND TRELLIS BEYOND (X) DITCH EXIST. WINDOW AND SIDING TO REMAIN 6 66 6 66 KEYNOTES SOUTH ELEVATION 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 WEST ELEVATION 1/8" = 1'-0"3 NORTH ELEVATION 1/8" = 1'-0"5 Building Elevations A 3.1 WEST ELEVATION @ ENTRY 1/8" = 1'-0"4 PARTIAL ELEVATION @ LAUNDRY STAIR 006 1/8" = 1'-0"6 2 3 100'-0" T. STONE 109'-3 3/4" T. (X) DECKING 110'-5" T/ PLY 120'-11" T/ SHEATHING 128'-5" T/ SHEATHING 100'-0" T. STONE 110'-5" T/ PLY 120'-11" T/ SHEATHING 128'-5" T/ SHEATHING CL CL C U P O L A 4 8 11 CL C U P O L A 6 411 EIJK D C CL E I KC 9 10 10 ' - 5 " 10 ' - 6 " 7' - 6 " 10 ' - 5 " 10 ' - 6 " 7' - 6 " 100'-0" T. STONE 110'-5" T/ PLY 100'-0" T. STONE 110'-5" T/ PLY 120'-11" T/ SHEATHING 128'-5"" T/ SHEATHING 100'-0" T. STONE 110'-5" T/ PLY 120'-11" T/ SHEATHING 128'-5"" T/ SHEATHING 2 221 Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 4'8'16'2' 10/23/23 100% Design Development Colorado RockyMountain School 970.963.2562 // crms.org 12/12/23 50% Contract Documents 02/15/24 100% Contract Documents 100'-0" T. STONE 109'-3 3/4" T. (X) DECKING 110'-5" T/ PLY 120'-8" T/ GLULAM 128'-2" T/ SHEATHING 10 ' - 3 " 7' - 6 " 10 ' - 5 " CIKEJ CL D 10 11 CL 4 8.65.6 G 100'-0" T. STONE 109'-3 3/4" T. (X) DECKING 110'-5" T/ PLY, T / PORCH FINISH 120'-8" T/ ROOF SHEATHING 128'-2" T/ SHEATHING 10 ' - 3 " 7' - 6 " 10 ' - 5 " 130'-2" T/ PARAPET FRAMING SOLAR PANELS 1' - 6 " ERV 1 Building Sections A 4.1 TRANSVERSE SECTION (LOOKING WEST) 1/8" = 1'-0" LONGITUDINAL SECTION (LOOKING NORTH) 1/8" = 1'-0" 2 5 A4.2 12 A4.2 13 A4.2 1 A4.3 MEETING ROOM 202 SERVERY 135 DINING 101 EAST LOUNGE 209 EAST DECK 210 EAST PORCH 143 1 A4.4 8 A4.2 18 A4.2 10 A4.2 15 A4.2 20 A4.2 4 A4.2 GUARDRAIL (A5.3) TYP TYP 2 A4.2 3 A4.4 20 A4.2 9 A4.2 19 A4.2 SIM DINING 101 ALCOVE 139 N. PORCH 140 GAME AREA 207SOUTH LOUNGE 211 ALCOVE 102 SOUTH DECK 212 5 A4.2 4 A4.2 11 A4.2 4 A4.2 9 A4.2 15 A4.2 19 A4.2 1 A4.4 2 A4.4 14 A4.2 SIM 16 A4.2 R2 R2 R2 R2 R2 R2 R1 Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents GRIDC C GRIDGRID GRID GRIDCGRID GRID GRID5.6GRID GRID GRID GRID GRID GRID GRID 2 6 2 6 3 3/4" Wall Sections A 4.2 100'-0" T.O. (X) FLAGSTONE @ FIRST FLOOR 120'-11" T.O. ROOF SHEATHING 110'-5" T.O. PORCH DECK WOOD TILES Wall Section Details [ 9'-2 1/8" to t.o. beam + 1 5/8" decking = 9'-3 3/4 to t.o. (x) decking ] [existing t.o. decking + 11 7/8" I-joist + 3/4" sheathing = 1'- 0 5/8"] [+ 1/2" underlayment + 1/8" rubber ﬂooring = 5/8" ﬁnish] 16 3/4" = 1'-0" SECTION DTL. - (X) FOOTING & COLUMN @ ATRIUM 17 3/4" = 1'-0" SECTION DTL. - EXTERIOR WALL @ NORTH STAIR 18 3/4" = 1'-0" SECTION DTL. - NEW WALL @ (X) FOUNDATION 20 3/4" = 1'-0" SECTION DTL. - PORCH COLUMN - FIRST FLOOR19 3/4" = 1'-0" SECTION DTL. - NEW WALL - FIRST FLOOR 13 3/4" = 1'-0" SECTION DTL. - WALL TO PORCH - SECOND FL. 15 3/4" = 1'-0" SECTION DTL. - PORCH EAVE & RAILING - 2ND FL.14 3/4" = 1'-0" SECTION DTL. - 1ST FL. WALL TO PORCH ABOVE 8 3/4" = 1'-0" SECTION DTL. - WALL TO ROOF 10 3/4" = 1'-0" SECTION DTL. - TYP. ROOF PARAPET 9 3/4" = 1'-0" SECTION DTL. - PARAPET SCUPPER 12 3/4" = 1'-0" SECTION DTL. - EXTERIOR WALL @ NORTH STAIR 7 3/4" = 1'-0" SECTION DTL. - ROOF PARAPET @ NORTH STAIR 11 3/4" = 1'-0" SECTION DTL. - FLOOR EDGE/RAILING @ ATRIUM 6 3/4" = 1'-0" SECTION DTL. - FLOOR TO WALL @ SOUTH ENTRY 122'-11" T.O. PARAPET FRAMING C5 R2 W4 NEW HSS STEEL COLUMN PER STRUCTURAL GLULAM BEAM 3 A5.8 6 A5.5 EXISTING ROOF STRUCTURE F6 1 A5.5 110'-5" T.O. PORCH DECK WOOD TILES @ SECOND FL. 110'-4 3/8" T.O. SHEATHING @ SECOND FL. (X) HSS COL. TO REMAIN (X) FOUNDATION PIER TO REMAIN 100'-0" T.O. (X) FLAGSTONE @ FIRST FLOOR 12" ALUM. BASE FLASHING F9 F2 F9 W5 W2 (X) HSS COL. F1 F3 EXISTING FOOTING F1F1 EXISTING FOUNDATION W2 100'-0" T.O. (X) FLAGSTONE @ FIRST FLOOR 4" W2 KEYNOTES 1 2 3 4 5 6 1 1 1 222 W4R2 W2 120'-11" T.O. ROOF SHEATHING 120'-11" T.O. ROOF SHEATHING 120'-11" T.O. ROOF SHEATHING 4" CL NEW HSS COL. W2 W2 5 1/2" FIBERGLASS BATT INSULATION @ RIM JOIST 110'-4 3/8" T.O. SHEATHING @ SECOND FL. C2 C5 C2 R2 C5 C5 W2 5 1/2" FIBERGLASS BATT INSULATION @ ROOF RIM JOIST 3 3/4"1 3/4" 110'-5" T.O. PORCH DECK WOOD TILES @ SECOND FL. F6F7 W2 F6 W2 109' 3 3/4" T.O. (X) T&G WOOD ROOF DECK W2 NEW HSS COL. (X) HSS COL. W2 W2 118'-9" B.O. CEILING FINISH NEW HSS STEEL COLUMN PER STRUCTURAL 3 3/4" = 1'-0" SECTION DTL. - PARAPET @ CUPOLA WEST 5 3/4" = 1'-0" SECTION DTL. - CUPOLA WALL TO ROOF4 3/4" = 1'-0" SECTION DTL. - PARAPET @ CUPOLA2 3/4" = 1'-0" SECTION DTL. - ROOF TO WALL @ CUPOLA1 3/4" = 1'-0" SECTION DTL. - PARAPET @ SOUTH ENTRY F7 (X) HSS COL. (X) GLULAM BEAM TRIM T.O. BEAM TO LEVEL 4 A5.3 110'-4 3/8" T.O. SHEATHING @ SECOND FL. NEW HSS COL. (X) FOUNDATION BEYOND W5NEW FOUNDATION F4 122'-11" T.O. PARAPET FRAMING 122'-11" T.O. PARAPET FRAMING (X) GLULAM BEAM 3 3/4"1 3/4" (X) HSS COL. W4 W2 R2 5 1/2" FIBERGLASS BATT INSULATION @ ROOF RIM JOIST 120'-11" T.O. ROOF SHEATHING C2 122'-11" T.O. PARAPET FRAMING 120'-11" T.O. ROOF SHEATHING = T.O. STEEL BEAM 1'-2 1/2" 128'-5" T.O. ROOF SHEATHING 130'-5" T.O. PARAPET FRAMING FILL CAVITY W/ FIBERGLASS BATT INS. 4"1'-4" 5/8" GWBX OVER 3/4" PLYWOOD BACKING C4 R2 W4 C2 W6 R2 128'-5" T.O. ROOF SHEATHING 130'-5" T.O. PARAPET FRAMING FILL CAVITY W/ FIBERGLASS BATT INS. 4"1'-4" C4 R2 W4 5"11" 109'-3 3/4" T.O. (X) T&G ROOF DECK 120'-11" T.O. ROOF SHEATHING = T.O. STEEL BEAM 2 1/2" 1'-9"1'-0 1/2" 362T200-97 STRUCTURAL TRACK FOR SLIP HEAD FIRE SPRINKLER PIPING UP TO CUPOLA CEILING REMOVE (X) FLAGSTONE, MORTAR SETTING BED AND CONCRETE SLAB. SALVAGE STONE FOR REUSE. SILL SEAL TYP. AT ALL NEW EXTERIOR WALLS. F8 ERV DUCTWORK R2 W7 HSS COLUMN @ CROSS-BRACE W ATRIUM BEAM W ATRIUM BEAM HSS COL. @ CROSS-BRACE 2' - 1 1 5 / 1 6 " 4" LEGEND GENERAL NOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. COORDINATE BEAM PENETRATION FOR FIRE SPRINKLER PIPING 3 3 A5.8 3 A5.8 2 A6.3 1X WOOD TRIM TO MATCH CEILING 2 1/2" STEEL STUD CLOSURE FRAMING ROOFING MANUF. STD. MEMBRANE ATTACHMENT DETAIL 4 44 4 4 4 TERMINATE ROOFING MEMBRANE MIN. 4" ABOVE ROOF TILES 5 TYP. 12" ALUM. BASE FLASHING BEVEL FIBER BLOCK @ 1 : 2 SLOPE SUSPENDED WOOD CEILING FLAT 2X4 @ 16" O.C. @ T.O. FRAME WALL 2" ZIP INSULATED SHEATHING 1X WOOD TRIM BENT PL. PER 2/A5.5 • 2" ZIP INS. SHEATHING • DRAINAGE MATRIX • WOOD SIDING 4" ALUM. BASE FLASHING W/ HEMMED BOTTOM, SET IN SEALANT 1 1/2" X 2" RIGID INSULATION TO FIT SPACE BETWEEN EXTERIOR PAVING AND BOTTOM OF ZIP PANEL 4 1/8" 3 1 / 2 " 7/ 8 " 1 1 / 2 " FLASHING PROFILE Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development Colorado RockyMountain School 970.963.2562 // crms.org 12/12/23 50% Contract Documents 02/15/24 100% Contract Documents 5.6 5.6 CL CL CL 2 5 / 8 " 120'-11" T.O. ROOF SH. 110'-5" T.O. FIN. FL 100'-0" T.O. (X) STONE FLOORING @ FIRST FLOOR 5.6 110'-5" T.O. FIN. FL 5.6 5.6 3" 4" 5'-1 1/4"5'-1 1/4" FRAMING FRAMING 8 x 40 8 x 40 8 x 40 3'-3"2 1/2"8"2 1/2"8"2 1/2"8"2 1/2"8"2 1/2"4'-1 3/4" 4'-1 3/4"3'-8 1/2"4'-1 3/4" 12'-0" 3/4"10" (X) 5/8" GWB (X) 3 5/8" STL. STUDS (X) 1/2" PLYWD. V.I.F. (X) 3/4" WOOD PANELING V.I.F. 5/8" GYPSUM SHEATHING @ CAVITY 2 X 4 STUDS 3/4" PLYWD. 30 # BUILDING PAPER 2 - 3" +/- MORTAR 7" AVG. MASONRY 8'-0"8'-0" 3/4"1'-6"2'-3" FL A N G E O F ST L . B M . AB O V E 1 1/2" 3'-11 1/4"4'-0 3/4"4'-0 3/4"3'-11 1/4" 1'-6 3/4"2'-3"1 1/2"1" CASEWORK SERVERY 2'-6"7'-0"2'-6" 10 3/4"10'-2 1/2"10 3/4" 5 1 / 4 " 1" 1' - 1 1 / 2 " 3" 7" 1 1 / 4 " 1' - 2 " 1' - 9 " CA S E W O R K 3/ 4 " 5/ 8 " 2 5 / 8 " 2' - 1 " 12'-0" FRAMING 2'-4" 8 1 / 2 " 1' - 9 " 4" 1' - 3 " 3/ 4 " 1' - 2 " 10 " C L E A R LINE CHASE W/ 5/8" TYPE X GWB 1' - 3 " 3/ 4 " 10 " 9" 1 1 / 4 " 3 5 / 8 " 'L' BEAD ATTACH GWB BELOW TRACK FOR SLIP HEAD C4 'L' BEAD GWB P1.1 A 4.3 Wall Sections, Plans @ Masonry Wall 3/4” = 1'-0"1 PLAN - MASONRY FEATURE WALL @ FIRST FLOOR BELOW SEAT 3/4” = 1'-0"3 PLAN - MASONRY FEATURE WALL @ SECOND FLOOR 3/4” = 1'-0"2 PLAN - MASONRY FEATURE WALL @ FLAT SCREEN TV F.O. (X) GLU-LAM ABOVE 3/4” = 1'-0"4 WALL SECTION @ CL MASONRY FEATURE WALL 3/4” = 1'-0"5 SECTION DTL. @ WALL ADJACENT TO MASONRY 4 4 A8.3 PLAN BELOW COUNTER PLAN ABOVE COUNTER 6 7 SPLIT MASONRY 4" DEEP AVG. 2" THICK SEAT SLAB RECESS FOR TV BRACKET, MASONRY FINISH @ SIDES 6 EXPOSED PLYWOOD 7 5 MORTAR +/- 3" RUBBLE / MASONRY FILL AS NEEDED SALVAGED MASONRY FROM DEMOLISHED FIREPLACE 5 BOTTOM FLANGE OF STEEL BEAM (4) RETURN AIR OPENINGS 8" X 10" H 160 SI CLEAR OPENING TOTAL 3/8” = 1'-0"7 ELEVATION MASONRY FRONT POWER AND WIFI FOR FLAT SCREEN TV 1' - 4 " 4" 10 " 5' - 7 " 16 ' - 0 " RECESS FOR TV BRACKET 32" W X 24" H (X) WOOD PANELING O/ 1/2" PLYWD. O/ 3 5/8" METAL STUDS, V.I.F. F.O. (X) GLU-LAM ABOVE F.O. GLU-LAM BELOW FLANGE OF STEEL BM. ABOVE 3/4” = 1'-0"6 SECTION DTL. @ WALL ADJACENT TO MASONRY 2 A4.2 2 A4.2 FOR ENVELOPE Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents EGI 5.6 8.67.2 5.6 8.67.2 Wall Sections A 4.4 Cupola Sections 120'-11" T.O. STEEL = T.O. SHEATHING @ ROOF 128'-5" T.O. ROOF SHEATHING @ CUPOLA 130'-5" T.O. PARAPET FRAMING 120'-11 T.O. ROOF SHEATHING 130'-5" T.O. PARAPET FRAMING 2' - 2 " 128'-5" T.O. ROOF SHEATHING @ CUPOLA 120'-11" T.O. ROOF SHEATHING 128'-5" T.O. ROOF SHEATHING @ CUPOLA 130'-5" T.O. PARAPET FRAMING 4' - 2 " 4' - 2 " 1'-2 1/2" 1 1" = 1'-0" SECTION - CUPOLA LOOKING NORTH @ TRUSS 2 1" = 1'-0" SECTION - CUPOLA LOOKING NORTH @ STOREFRONT 3 1/2" = 1'-0" SECTION - CUPOLA LOOKING WEST @ ERV SUPPLY W24X55 W24X84 R Value = 6 11/16" x 5.7 per " = 38 R value = 11.375 x 5.7 = 76.6 R value = 4" x 5.7 = 22.8 Average Roof R = 49.7 ND 16 - TYP FOR (3) OPENING IN STEEL BEAM FOR FIRE SPRINKLER 2'-0" ERV SUPPLY AIR DUCT RETURN AIR DUCT 18'-10" 1'-4" 4" 7' - 6 " TRUSS PER STRUCTURAL 4'-0"4'-0" CROSS BRACING PER STRUCTURAL CROSS BRACING PER STRUCTURAL 127'-11 1/4" T.O. STEEL 4 1 1/2" = 1'-0" PLAN DETAIL - CUPOLA CORNER BELOW STOREFRONT 6 1 1/2" = 1'-0" RCP DETAIL - CUPOLA CORNER 5 1 1/2" = 1'-0" PLAN DETAIL - STOREFRONT CORNER @ CUPOLA 5 A4.2 4 A4.2 3 A4.2 OPP. HAND 2 A4.2 1'-4 1/2" 1' - 4 1 / 2 " 1'-4 1/2" 1' - 4 1 / 2 " WOOD SILL 5/8" GWBX 1" TECTUM CEILING PANEL GWB J-BEAD W6 4 4 4 - 6 - 5 - 4" 4" Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development 02/15/24 100% Contract Documents Typical Construction Assemblies A 5.1 • COMPACTED BACKFILL • 2" EXTRUDED POLYSTYRENE RIGID INSULATION [R-10] • DAMPPROOF COATING • C.I.P. CONCRETE FDN. WALL REINF. PER STRUCTURAL • COMPACTED BACKFILL (WHERE INDICATED) TOTAL WALL R VALUE = R-10 1" = 1'-0" INTERIOR STONE FLOOR - TYP. EXISTING F-1 • CURE & SEAL COATING (WHERE EXPOSED) • LIGHT BROOM FINISH (WHERE EXPOSED) • 4" CONC. SLAB ON GRADE REINF. PER STRUCTURAL • 10 MIL REINF. POLY. VAPOR RETARDER • 4" AGGREGATE BASE COURSE • COMPACTED SUBGRADE SEC. - NEW ROOFING @ EXIST. 1ST FL. ROOFR-1 1" = 1'-0" SECTION - NEW ROOF ABOVE SECOND FLOOR R-2 1" = 1'-0" • 80 MIL T.P.O. MEMBRANE ROOFING FULLY ADHERED, GRAY [WRB + AB] • 1/4" DENS-DECK COVER BOARD • MIN. 4" POLYISO. TAPERED INSULATION @ EDGE [R-22.8] [TI] • 3/4" APA ROOF SHEATHING - TAPE ALL SEAMS • ROOF FRAMING PER STRUCTURAL • 5 1/2" FIBERGLASS BATT [R-22] [TI] (WHERE INDICATED) SPRING WIRE INSULATION SUPPORTS • CEILING FINISH AS INDICATED AVERAGE TAPERED INSULATION THICKNESS OVER ROOF = 9" @ R-6.7/INCH = R-51.3 AT ROOF AREAS WHERE TAPERED INSULATION THICKNESS IS LESS THAN 7" (R-39.9) 5 1/2" BATT SHALL BE PROVEDED TO ACHIEVE A TOTAL MIN. R-VALUE OF R-44.8 SECTION - NEW @ EXTERIOR PORCHESR-3 1" = 1'-0" • 2.66 X 7/8" CORRUGATED STEEL ROOFING TREAT FOR NATURAL RUST FINISH • STEEL FRAMING PER STRUCTURAL • 3/4" REDWOOD SIDING • BUILDING PAPER • 3/4" PLYWOOD SHEATHING • 2 X 4 WOOD STUDS @ 1'-4" O.C. • BATT INSULATION • 3/4" PLYWOOD SHEATHING • 5/8" REDWOOD SIDING OR • 5/8" GWBX PER (X) CONDITIONS INTERIOR FLOOR - FIBER BLOCK 1" = 1'-0" F-3 1" = 1'-0" NEW SECOND FLOOR FRAMING F-8 • FLOOR SEALER • 4" X 6" X 1/2" FIBRE BLOCK INDUSTRIAL FLOORING • EXISTING CONCRETE SLAB ON GRADE GRIND OFF ALL EXISTING ADHESIVES AND PREPARE SLAB PER MANUF. RECOMMENDATIONS OR • NEW SLAB ON GRADE PER F5 1" = 1'-0" NEW SECOND FLOOR OVER (X) ROOF DECKF-7 1" = 1'-0" F-5 NEW SLAB ON GRADE • FLAGSTONE PAVERS • MORTAR SETTING BED • 4" CONC. SLAB ON GRADE W/ 6 X 6 10/10 WWM TYP. (PER (X) DRAWINGS) 1" = 1'-0" F-2 INTERIOR STONE FLOOR TO MATCH EXISTING • 3 MM RUBBER FLOOR TILE • LOW VOC ADHESIVE PER TILE MANUF. • 1/2" APA UNDERLAYMENT • 3/4" APA FLOOR SHEATHING • 11 7/8" OVER-FRAMING PER STRUCTURAL • SELF-ADHERED ROOF UNDERLAYMENT [TEMPORARY ROOF PROTECTION] • (X) 2 X 6 WOOD DECKING 1" = 1'-0" F-6 EXTERIOR DECK - SECOND FLOOR • WOOD TILE DECKING • ADJUSTABLE PEDESTAL • 80 MIL T.P.O. MEMBRANE ROOFING • 1/4" DENS-DECK COVER BOARD • POLYISO. RIGID INS. - 1/4" TAPER MIN. 1/2" THICKNESS @ EDGE • 2" NAILBASE INSULATION PANEL ANCHOR TO (X) WOOD ROOF DECK • 2" POLYISO RIGID INS. - FIT AROUND SURFACE MTD. ELECTRICAL BOXES & CONDUIT • SELF-ADHERED ROOF UNDERLAYMENT (TEMPORARY ROOF PROTECTION + PERMANENT AIR BARRIER AND VAPOR RETARDER) • (X) 2 X 6 WOOD ROOF DECKING UNDERSIDE SANDED AND REFINISHED • (X) WOOD FRAMING (NOT SHOWN) • STONE SEALER • FLAGSTONE PAVER TO MATCH EXISTING • MORTAR SETTING BED • 4" CONC. SLAB ON GRADE REINF. PER STRUCTURAL • 10 MIL POLY. VAPOR RETARDER • 4" AGGREGATE BASE COURSE • COMPACTED SUBGRADE • 3/8” WALK-OFF MAT CARPET • 4" CONC. SLAB ON GRADE REINF. PER STRUCTURAL • 10 MIL POLY. VAPOR RETARDER • 4" AGGREGATE BASE COURSE • COMPACTED SUBGRADE PLAN - (X) EXTERIOR WALL - TYP. W-1 1" = 1'-0" W-2 1" = 1'-0" PLAN - NEW EXT. WALL (RAINSCREEN - WOOD) • WOOD SIDING PER ELEVATIONS • 1/4" RAINSCREEN MESH • 2" ZIP INS. SHEATHING [R-9] [WRB + AB + TI] • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 5 1/2" B.I.B. FIBERGLASS INSULATION [R-22] [TI] • "MEMBRAIN" SMART VAPOR RETARDER PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING TOTAL WALL R-VALUE (INSULATION ONLY) = R-31 W-3 1" = 1'-0" SECTION - NEW EXTERIOR WALL - METAL SIDING 1" = 1'-0" SEC. - FDN. WALL @ ELEVATOR & BSMT. STAIR W-5 1" = 1'-0" F-4 INTERIOR FLOOR - VESTIBULES 3" SECTION - NEW ROOF @ BASEMENT STAIRR-4 1" = 1'-0" • 80 MIL TPO ROOFING MEMBRANE - FULLY ADHERED - GRAY • 1/4" DENS-DECK COVER BOARD • TAPERED RIGID POLYISO. INSULATION MIN. 1/2" THICKNESS @ ROOF PERIMETER • 2" NAILBASE INSULATION PANEL • 2" RIGID INSULATION PANEL - FIT AROUND NEW CONDUIT ON WOOD ROOF DECK • SELF-ADHERED ROOFING UNDERLAYMENT [TEMPORARY ROOF PROTECTION + PERMANENT AIR BARRIER AND VAPOR RETARDER] • EXISTING 2X6 WOOD ROOF DECKING 1" = 1'-0" SECTION - TYP. NEW FOUNDATION WALL W-4 • WOOD SIDING PER ELEVATIONS • 1/4" RAINSCREEN MESH • 1/2" "ZIP SYSTEM" SHEATHING • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 1/2" "ZIP SYSTEM" SHEATHING • TPO ROOFING MEMBRANE - FULLY ADHERED C-1 1" = 1'-0" SECTION - GWBX CEILING 11 7 / 8 " 3" 1' - 1 1 / 4 " 1 3 / 8 " (X) GLULAM BEAM - TYP. C-2 1" = 1'-0" SECTION - WOOD ACOUSTIC CEILING NEW I-JOIST ROOF STRUCTURE • 5/8" GWBX LEVEL 2 FINISH WHERE CONCEALED LEVEL 4 FINISH WHERE EXPOSED • SUSPENDED CEILING GRID • 2" BLACK ACOUSTIC BATT INSULATION • WOOD VENEER LINEAR CEILING STRUCTURE • 5/8" GWBX [LEVEL 4 FINISH - TYP.] [LEVEL 2 FINISH SUITABLE @ SHAFTS] C-3 1" = 1'-0" SECTION - TECTUM CLG. PANELS @ (X) CEILING NEW FLOOR STRUCTURE 4'-0" TYP. • 1" TECTUM PANEL W/FURRING & ACOUSTIC INSULATION C-20 ATTACHMENT [NRC 0.80] ROOF FRAMING • 7/8" HAT CHANNEL @ 2'-0" O.C. • 3 1/2" ACOUSTIC BATT INSULATION • 1" TECTUM PANEL C-5 1" = 1'-0" SECTION - DIRECT-ATTACHED WOOD CLG. C-7 1" = 1'-0" SECTION - WOOD ACOUSTIC PANEL CLG. ROOF FRAMING • 1/2" PLYWOOD • 1X6 T&G CEILING BOARDS STAIN FINISH 1" = 1'-0" NEW EXTERIOR STONE PAVING F-9 1" = 1'-0" F-10 9 1 / 4 " 7 5 / 8 " CL E A R (X) ROOF STRUCTURE EQ.2'-0"EQ. • 7/8" X 24 GA. PAINTED METAL SIDING CONCEALED FASTENERS • 2" ZIP INS. SHEATHING [R-9] [WRB + AB + TI] TAPE ALL SEAMS • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 5 1/2" B.I.B. FIBERGLASS INSULATION [R-22] [TI] • "MEMBRAIN" SMART VAPOR RETARDER PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING TOTAL WALL R-VALUE (INSULATION ONLY) = 31 FIRE SPRINKLER WHERE REQ'D. (4" Ø SHOWN) PLAN - EXTERIOR WALL - BASE OF CUPOLA W-6 1" = 1'-0" PLAN - FULL HEIGHT EXT. WALL AT CUPOLA W-7 1" = 1'-0" • TPO ROOFING MEMBRANE - FULLY ADHERED • 2" ZIP INS. SHEATHING [R-9] [WRB + AB + TI] • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 5 1/2" B.I.B. FIBERGLASS INSULATION [R-22] [TI] • "MEMBRAIN" SMART VAPOR RETARDER [VR] • HORIZONTAL T&G WOOD SIDING TOTAL WALL R-VALUE (INS. ONLY) = 31 11 7 / 8 " 1' - 1 1 / 4 " 1 3 / 8 " • 3 MM RUBBER FLOOR TILE • LOW VOC ADHESIVE PER TILE MANUF. • 1/2" APA UNDERLAYMENT • 3/4" APA FLOOR SHEATHING • 11 7/8" I-JOIST PER STRUCTURAL • CEILING FINISH AS INDICATED 11 3 / 8 " TY P . • SALVAGED FLAGSTONE PAVER OR CONCRETE PAVERS (AS INDICATED) • 2” SAND SETTING BED • 4” COMPACTED GRAVEL SUBBASE • COMPACTED SUBGRADE • WOOD SIDING PER ELEVATIONS • 1/4" RAINSCREEN MESH • 1/2" ZIP SHEATHING [WRB + AB] • 2 X 4 WOOD STUDS @ 1'-4" O.C. • 4" SPACE • 2 X 4 WOOD STUDS @ 1'-4" O.C. • B.I.B. FIBERGLASS INSULATION TO FILL CAVITY [R-47] [TI] • "MEMBRAIN" SMART VAPOR RETARDER • 3/4" WOOD BOARD PANELING TOTAL WALL R-VALUE (INSULATION ONLY) = 47 R-4 1" = 1'-0" PLAN - EXTERIOR WALL AT ELEV. SHAFT W-8 1" = 1'-0" • METAL SIDING PER ELEVATIONS • 2" ZIP INS. SHEATHING [R-9] [WRB + AB + TI] • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 2" SPACE • 2 X 4 WOOD STUDS @ 1'-4" O.C. • B.I.B. FIBERGLASS INSULATION TO FILL CAVITY [R-47] [TI] • "MEMBRAIN" SMART VAPOR RETARDER • 5/8" GWBX TOTAL WALL R-VALUE (INSULATION ONLY) = 56 11" 1" = 1'-0" PLAN - PARAPET WALL - WOOD SIDING W-9 • COMPACTED BACKFILL AT ELEVATOR SHAFT: • 2" EXTRUDED POLYSTYRENE RIGID INSULATION [R-10] AT NEW BASEMENT STAIR: • 1/2" PROTECTION BOARD [R-2.5] • FLUID-APPLIED WATERPROOFING • C.I.P. CONCRETE FDN. WALL REINF. PER STRUCTURAL • 80 MIL TPO ROOFING MEMBRANE - FULLY ADHERED - GRAY • 3/4" APA ROOF SHEATHING • ROOF FRAMING PER STRUCTURAL • 5/8" GWBX 110'-5" T.O. FINISH FL. 110'-4 5/8" T.O. FLOOR SHEATHING 11" 1" = 1'-0" SECTION - STONE VENEER FEATURE WALL ROOF FRAMING • 7/8" HAT CHANNEL @ 2'-0" O.C. • 3 1/2" ACOUSTIC BATT INSULATION • WOOD ACOUSTIC PANEL C-4 1" = 1'-0" SECTION - TECTUM PANELS W-11 1" = 1'-0" SECTION - PARAPET WALL - METAL SIDING • 7/8" X 24 GA. PAINTED STEEL SIDING CONCEALED FASTENERS • 1/4" RAINSCREEN MESH • 1/2" "ZIP SYSTEM" SHEATHING TAPE ALL SEAMS • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 1/2" "ZIP SYSTEM" SHEATHING • TPO ROOFING MEMBRANE - FULLY ADHERED W-10 P-2.1 • ± 7" SALVAGED STONE VENEER • ± 2" MORTAR FILL • 1/2" APA SHEATHING • 5/8" GWBX • 2 X 4 WOOD STUDS @ 1'-4" O.C. SCREW-ON ANCHOR STRAP: 6 1/2" X 7/8" X 12 GA. GALV. STEEL 3/16" GALV. WIRE TRIANGLE TIE SPACING: 1'-4" O.C. VERTICAL 1'-4" O.C. HORIZONTAL 12" FIBERGLASS BATT AT FLOORS ABOVE EXTERIOR SPACES UNCONDITIONED INTERIOR SPACE [SEE ROOF PLAN FOR R-VALUE ANALYSIS] Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents 10/23/23 100% Design Development Interior Partitions & Fire Rated Assemblies A 5.2 2 1 1/2" = 1'-0" WALL SECTION - FIREWALL @ RESIDENTIAL APARTMENT1 1 1/2" = 1'-0" WALL SECTION - FIREWALL @ KITCHEN STORAGE LEGEND GENERAL NOTES KEYNOTES A. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES 1 2 3 4 5 6 CUT 3 1/2" WIDE VERTICAL SLOT THRU INTERIOR FACE OF (X) WALL FROM FLOOR TO CEILING FOR INSTALLATION OF (2) 1" GYPSUM LINER PANELS R1 ADD 1 LAYER 5/8 GWBX TO BOTTOM OF (X) ROOF DECKING ADD 1 LAYER 5/8 GWBX TO BOTTOM OF (X) ROOF DECKING (X) GLULAM ROOF BEAM (X) 2X4 WALL NEW WALL CONSTRUCTION: • 3/4" AIR SPACE FROM F.O. (X) WALL • (2) 1" GYPSUM SHAFT LINER PANELS • 3/4" MIN. AIR SPACE • 2X4 WOOD STUDS @ 1'-4" O.C. • 3 1/2" FIBERGLASS BATT INS. • 5/8" GWBX - MR [2-HOUR FIRE RATED AREA SEPARATION WALL PER UL U336 OR U347] 2" C-CHANNEL TO FIT LINER PANELS ANCHOR TO EXISTING FLOOR ALUMINUM BREAKAWAY CLIP @ EACH H-STUD PER UL ASSEMBLY ALUMINUM BREAKAWAY CLIP @ EACH H-STUD PER UL ASSEMBLY EXISTING STONE FLOOR CUT HORIZONTAL SLOT IN BOTH SIDES OF EXISTING WALL TO PROVIDE ACCESS FOR BREAKAWAY CLIP ATTACHMENT PATCH W/ 5/8" GWBX (X) 2X4 WALL NEW WALL CONSTRUCTION: • 3/4" AIR SPACE FROM F.O. (X) WALL • (2) 1" GYPSUM SHAFT LINER PANELS • 3/4" MIN. AIR SPACE • 2X4 WOOD STUDS @ 1'-4" O.C. • 3 1/2" FIBERGLASS BATT INS. • 5/8" GWBX - MR • 1/2" AC PLYWOOD TO MATCH ADJACENT [2-HOUR FIRE RATED AREA SEPARATION WALL PER UL U336 OR U347] 2" C-CHANNEL TO FIT LINER PANELS ANCHOR TO EXISTING FLOOR ALUMINUM BREAKAWAY CLIP @ EACH H-STUD PER UL ASSEMBLY ALUMINUM BREAKAWAY CLIP @ EACH H-STUD PER UL ASSEMBLY EXISTING SLAB ON GRADE CUT HORIZONTAL SLOT IN BOTH SIDES OF EXISTING WALL TO PROVIDE ACCESS FOR BREAKAWAY CLIP ATTACHMENT PATCH W/ 1/2" PLYWOOD TO MATCH EXISTING ASSUMED PROPERTY LINE FOR BUILDING SEPARATION EXISTING RESIDENTIAL APT.EXISTING KITCHEN STORAGE ASSUMED PROPERTY LINE FOR BUILDING SEPARATION EXISTING ROOT CELLAR EXISTING COLD STORAGE (X) 2X4 WALL (X) 2X4 WALL 1 - 2 - ASSUMED PROPERTY LINE FOR BUILDING SEPARATION EXISTING ROOT CELLAR EXISTING COLD STORAGE EXISTING RESIDENTIAL APT. EXISTING KITCHEN STORAGE 4 1 1/2" = 1'-0" PLAN DETAIL- FIREWALL INTERSECTION ALUMINUM BREAKAWAY CLIPS PER UL ASSEMBLY (2) 2X4 TO SUPPORT GLULAM ROOF EDGE BEAM ABOVE 1 - 5 1 1/2" = 1'-0" PLAN DETAIL - FIREWALL @ EXTERIOR WALL - EAST EXISTING RESIDENTIAL APT. EXISTING KITCHEN STORAGE ASSUMED PROPERTY LINE FOR BUILDING SEPARATION INDICATES EXISTING BUILDING ELEMENTS NEW 2X4 BLOCKING BETWEEN (X) STUDS (X) RAFTER (X) RAFTER 2X2 LEDGER TO SUPPORT 5/8" GWBX @ UNDERSIDE OF ROOF SHEATHING (X) PLYWOOD ROOF SHEATHING 5/8" GWBX IN DIRECT CONTACT WITH UNDERSIDE OF ROOF SHEATHING 4'-0" MIN. 5/8" GWBX IN DIRECT CONTACT WITH UNDERSIDE OF ROOF SHEATHING 4'-0" MIN. R1 SIM. 5/8" GWBX TO UNDERSIDE OF ROOF SHEATHING 5/8" GWBX TO UNDERSIDE OF ROOF SHEATHING 4'-0" MIN.4'-0" MIN. 3 1 1/2" = 1'-0" PLAN DETAIL- FIREWALL @ EXTERIOR WALL - WEST ALTERATION OF (X) WALL: • NEW: 1 LAYER 5/8" GWBX @ INTERIOR • (X) GWB • (X) 2X4 WOOD STUDS • (X) FIBERGLASS BATT INS. • (X) 3/4" PLYWOOD SHEATHING • (X) VERTICAL WOOD SIDING • NEW: 1 LAYER 5/8 FIRE RATED GYPSUM SHEATHING W/ INTEGRAL WRB • NEW: CORRUGATED METAL SIDING [CALCULATED FIRE RESISTANCE RATING > 1 HOUR PER IBC 722.6] TO W A L L O F (X ) A P A R T M E N T 4' - 0 " M I N . WA L L A L T E R A T I O N AS N O T E D WA L L A L T E R A T I O N AS N O T E D REMOVE (X) 2X4 WOOD STUD @ (X) STEEL COLUMN. 1 3 3 (X) STEEL COLUMN TO REMAIN 2 2 1 1 ADD 5/8" GWBX 2 - EXISTING ROOT CELLAR EXISTING COLD STORAGE ASSUMED PROPERTY LINE FOR BUILDING SEPARATION ALUMINUM BREAKAWAY CLIPS PER UL ASSEMBLY ALTERATION OF (X) WALL: • NEW: 1 LAYER 5/8" GWBX @ INTERIOR • (X) PLYWOOD • (X) 2X4 WOOD STUDS • (X) FIBERGLASS BATT INS. • (X) 3/4" PLYWOOD SHEATHING • (X) VERTICAL WOOD SIDING • NEW: 1 LAYER 5/8 FIRE RATED GYPSUM SHEATHING W/ INTEGRAL WRB • NEW: CORRUGATED METAL SIDING [CALCULATED FIRE RESISTANCE RATING > 1 HOUR PER IBC 722.6] TO W A L L O F (X ) A P A R T M E N T 4' - 0 " M I N . WA L L A L T E R A T I O N AS N O T E D WA L L A L T E R A T I O N AS N O T E D PLAN - INTERIOR PARTITION P-1.1 1" = 1'-0" P-1.2 • 5/8" GWBX @ P 1.1: • 2 X 4 WOOD STUDS @ 1'-4" O.C. @ P1.2: • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 3 1/2" SOUND BATT PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING [PROVIDE MOISTURE-RESISTANT GWBX AT ALL ROOMS WITH PLUMBING FIXTURES] PLAN - INTERIOR PARTITION WITH TILE FINISH P-2.1 1" = 1'-0" 1-HR. FIRE RATED PARTITION @ ELEVATOR SHAFT P-3 1" = 1'-0" 1-HR. FIRE RATED WALL @ ELEVATOR ENTRANCE P-4 1" = 1'-0" 1 - HR. FIRE RATED CHASE WALL @ ELEVATOR SHAFT P-5 1" = 1'-0" • 5/8" GWBX • 2X4 WOOD STUDS @ 1'-4" O.C. • 5/8" GWBX [JOINTS STAGGERED 1'-4" ON OPPOSITE SIDES] [1 HOUR FIRE RESISTANCE RATING PER GA FILE NO. WP 3514] • 5/8" GWBX • 2 1/2" STEEL STUDS @ 1'-4" O.C. • MIN. 1" SPACE • 2 1/2" STEEL STUDS @ 1'-4" O.C. • 5/8" GWBX [JOINTS STAGGERED ONE STUD BAY] [1 HOUR FIRE RESISTANCE RATING PER UL DESIGN NO. U439] 2 1/2" 1 1/4" 2 1/2" SHAFT LOBBY • 5/8" GWBX • 2X4 WOOD STUDS @ 1'-4" O.C. • AIR SPACE • HORIZONTAL BRACING @ MID-HEIGHT • 2X4 WOOD STUDS @ 1'-4" O.C. • 5/8" GWBX [JOINTS STAGGERED 1'-4" ON OPPOSITE SIDES] FINISH MATERIALS: (WHERE SHOWN ON INTERIOR ELEVATIONS) • 5/8" AC PLYWOOD SHEATHING • 1X4 VERTICAL WOOD BOARDS [1 HOUR FIRE RATING PER GA FILE NO. WP 5512]1'-0" • 5/8" GWBX @ P 2.1: • 2 X 4 WOOD STUDS @ 1'-4" O.C. @ P2.2: • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 3 1/2" SOUND BATT • 5/8" GYPSUM TILE BACKER • QUARRY TILE FINISH P-2.2 Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 02/15/24 100% Contract Documents 10/23/23 100% Design Development 1/4"5'-11 1/2"1/4" Atrium Guardrail A 5.3 2' - 1 0 " 3" 3' - 6 " 1 2 3 REMOVE SLOPING TOP OF (X) BEAM 4 5 6 LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 7 3" = 1'-0" SECTION DETAIL - ATRIUM GUARDRAIL BASE 3/16 3/16 TYP. @ BALUSTERS 1 1/2" LAMINATED WOOD COUNTER 1 1/2" LAMINATED WOOD BACKSPLASH PLUGMOLD RACEWAY ROUTED INTO BACKSPLASH TYP. BALUSTER: 1/4" X 1 1/2" STEEL BAR TYP. STANDARD: 3/8" X 1 1/2" STEEL BAR2 2 4 7 1/4" X 1 1/2" X 1 1/2" TABS WELDED TO BRACKET AND DRILLED FOR SCREWS 3 1 1/2" = 1'-0" SECTION - ATRIUM GUARDRAIL WITH COUNTER 3/4"3 3/4"1/4"4" O.C. TYP. 3/4"3 3/4"1/4" 5'-9 1/4" 9 5 / 8 " 3/ 8 " 2' - 9 3 / 8 " 3/ 8 " 3' - 7 3 / 4 " 3/4" X 1 1/2" X 3'-7 3/8" STEEL END STANDARD - TYP. FOR (2) (16) 1/4" X 1 1/2" X 2'-9 5/8" STEEL BALUSTERS @ 4" O.C. 8 3/8" CONT. BENT STEEL PLATE 8 8 2 - 6 - 7 - F7 F7 1 1 1 6 3" = 1'-0" SECTION DETAIL - ATRIUM GUARDRAIL COUNTER 1 1/2" LAMINATED WOOD COUNTER 1 1/2" LAMINATED WOOD BACKSPLASH COUNTER BRACKET BELOW 2 - 3 - 3 3/8" X 1 1/2" TOP BAR 3/8" X 1 1/2" TOP BAR 3' - 6 " 2"3" (2) 1/2" Ø X 3 1/2" LAG SCREW - THRU BENT PLATE TYP. @ EACH GUARDRAIL VERTICAL 3"2" 1/4 1/4 110'-5" NEW HSS 5 X 5 X 3/8 NEW HANGER ROD EXISTING GLULAM BEAM 1 1/2" = 1'-0" ELEVATION - ATRIUM GUARDRAIL (LOOKING EAST) (X) HSS 5 X 5 X 3/8 GRIDGRID CL 1 1/4"1 1/2"1 1/2"1 1/2"1 1/2"1 1/4" 5'-9 1/4" TYP. FOR (18) PANELS 4 1 444ff1/2" = 1'-0" SECTION - ATRIUM GUARDRAIL 2 1 1/2" = 1'-0" ELEVATION - ATRIUM GUARDRAIL PANEL - TYP. FOR (18) 5 1 1/2" = 1'-0" PLAN - ATRIUM GUARDRAIL LAMINATED WOOD COUNTER 1 1/2"1 1/2" 9 1/4" JOINT BETWEEN BENT PLATES 9 9 4 1/2" 6 1 / 4 " 3/8" X 1 1/2" STEEL BAR VERTICAL STANDARD 3/8" X 1 1/2" STEEL BAR HORIZONTAL 3/8" CON'T. BENT PLATE 3 3 / 4 " 1/4" X 1 1/2" STEEL BAR HORIZONTAL 1 1/2" 1'-7 1/2" 1 1 / 2 " 3" 4 5 / 8 " 3/ 8 " 3/4" X 1 1/2" STEEL BAR BRACKET FULL-PENETRATION BUTT WELD: HORIZ BRACKET TO VERTICAL STANDARD - WELD PREP AT FABRICATOR'S OPTION 3/4" X 1 1/2" STEEL BAR STANDARD @ ENDS OF GUARDRAIL PANEL 1'-3" BENT PLATE 6 1 / 4 " 4 1/2" 1/4 1/4 ANCHORS PER DETAIL 2 Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development Balcony Guardrail A 5.4 1 2 3 (X) HSS STEEL COLUMN 4 5 6 LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 7 1 1/2" = 1'-0" [SEE DETAIL 4 FOR ADDITIONAL DIMENSIONS] ELEVATION - 2ND FL PORCH GUARDRAIL (NORTH) (1 OFF) NEW HSS STEEL COLUMN (X) GLULAM BEAM PLUGMOLD RACEWAY ROUTED INTO BACKSPLASH TYP. BALUSTER: 1/4" X 1 1/2" STEEL BAR TYP. STANDARD: 3/8" X 1 1/2" STEEL BAR 7 1/4" X 1 1/2" X 1 1/2" TABS WELDED TO BRACKET AND DRILLED FOR SCREWS 8 3/8" CONT. BENT STEEL PLATE 4 1 1/2" = 1'-0" ELEVATION - 2ND FL PORCH GUARDRAIL - TYP. FOR (9) 2 1/2" = 1'-0" ELEVATION - 2ND FL PORCH GUARDRAIL - EAST 5 3" = 1'-0" SECTION DETAIL - 2ND FL PORCH GUARDRAIL 6 1 1/2" = 1'-0" [SEE DETAIL 4 FOR ADDITIONAL DIMENSIONS] ELEVATION - 2ND FL PORCH GUARDRAIL @ CORNERS - (2) THUS (1) OPPOSITE HAND 3 - 1 - 6 - 1 1/2" = 1'-0" ELEV. - 2ND FL PORCH GUARDRAIL - NORTH 7 - 3 1/2" = 1'-0" ELEV. - 2ND FL PORCH GUAR. - SOUTH 8 1 1/2" = 1'-0" [SEE DETAIL 4 FOR ADDITIONAL DIMENSIONS] ELEVATION - 2ND FL PORCH GUARDRAIL (SOUTH) (1 OFF) 1 A5.5 TYP. (10) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C.(11) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C.(10) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C. 1' - 4 5 / 8 " 3/ 8 " 3' - 1 1 / 2 " 3/ 8 " 4' - 6 7 / 8 " 4' - 6 1 / 2 " VERTICAL MIDDLE STANDARD: 3/4" X 1 1/2" X 4'-8 5/8" BAR - TYP. FOR (2) VERTICAL END STANDARD: 3/4" X 1 1/2" X 4'-8 5/8" BAR - TYP. FOR (2) 3/4"3 3/4" 1/4" 3 3/4" 11'-2 1/4" (9) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C.(10) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C.(10) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C. 10'-10 1/4" VERTICAL END STANDARD: 3/4" X 1 1/2" X 4'-8 5/8" BAR - TYP. FOR (2) VERTICAL MIDDLE STANDARD: 3/4" X 1 1/2" X 4'-8 5/8" BAR - TYP. FOR (2) 3'-9 1/4" (10) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C. VERTICAL END STANDARD: 3/4" X 1 1/2" X 4'-8 5/8" BAR - TYP. FOR (2) (8) 1/4" X 1 1/2" X 3'-1 3/45" STEEL BALUSTERS @ 4" O.C. VERTICAL END STANDARD: 3/4" X 1 1/2" X 4'-8 5/8" BAR - TYP. FOR (2) 3'-1 1/4" OPP. HAND 3/8" X 1/1/2" BAR 3/8" X 1/1/2" BAR 3/8" X 1/1/2" BAR 3/8" X 1/1/2" BAR 3/8" X 1/1/2" BAR 3/8" X 1/1/2" BAR3/8" X 1/1/2" BAR3/8" X 1/1/2" BAR NEW ANGLE BRACKET BEHIND 3' - 6 " 3 1/2"3 1/2"3 1/8"3 1/8"3 1/4"3 1/4"2 1/8"2 1/8" 3 1/2" EXISTING GLULAM BEAM BEHIND L 4 X 4 X 1/4" TO WOOD FR. CORNER SEE A5.5 FOR BENT STEEL CLOSURE PLATE Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 02/15/24 100% Contract Documents 10/23/23 100% Design Development 3 3" = 1'-0" ELEVATION - PORCH CLOSURE ANGLE BRACKET 5 3" = 1'-0" SECTION - SCUPPER SPOUT - TYP. FOR (5)6 3" = 1'-0" PLAN - PORCH CLOSURE CONN. TO HSS COLUMN 4'-5 1/2" 1/2" 3'-6 3/4"12'-2 1/8" 11'-8 3/4"12'-0" 11'-11 1/2" SCUPPER SPOUT WHERE SHOWN BENT PLATE FOR CORNER TYP. FOR (1), OPPOSITE HAND TYP. FOR (2) BENT PLATE - TYP. FOR (13) Porch Edge Details A 5.5 1 2 3 (X) HSS STEEL COLUMN 4 5 6 LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS (X) A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 1 1/2" X 1 1/2" BLOCKING (X) GLULAM BEAM TPO EDGE SEALANT 7 8 1 3" = 1'-0" SECTION DETAIL - ROOF EDGE @ 2ND FL PORCH FIT NEW BLOCKING OR CUT DOWN (X) EDGE BLOCK 3/4" X 2" TRIM NEW HSS STEEL COLUMN TAPERED SHIM 9 1 1/2" X 3" SOLE & TOP PLATE FROM 2X4 10 1/2" PLYWOOD SHIM BELOW SOLE PLATE TO ALLOW FOR L 6X6X1/2" BRACKET 11 1 1/2" X 2 1/2" X 8" P.T. BLOCKING SPACED ± 2'-0" O.C. 12 CHAMFER CORNER AS REQ'D. 8 3/4" = 1'-0" ELEVATIONS - BEND PLATE PORCH CLOSURE NEW WALL 1 1 1 1 1 22222 8 A5.4 6 A5.4 4 A5.4 7 A5.4 5 3/4" = 1'-0" PLANS - BENT PLATE PORCH CLOSURE 2 2 2 2 2 ANGLE BRACKET BEHIND EXISTING GLULAM BEAM - BEHIND EXISTING GLULAM EDGE BEAM 3'-7 1/4" SCUPPER THROUGH BENT PLATE CLOSURE (WHERE INDICATED) 7 - TYP. 5 - 5 - 2 - 2 - BENT STEEL PLATE (SEE DETAILS 2, 3, 4) COL LC 10 3 / 4 " DRIP EDGE "A" W/ VERTICAL CLEAT TERMINATION ANGLE - PROFILE "F" TPO FLASHING MEMBRANE OVER TERMINATION ANGLE 4 4 1 3 2 BEYONDF6 5 6 • TPO ROOFING MEMBRANE • 1/2" ZIP SHEATHING • 1 1/2" X 3" WOOD STUDS @ 1'-4" O.C 1' - 1 1 / 8 " 3/8" CONT. BENT PL. L 8 X 8 X 1/2" X 0'-8" @ (2) LOCATIONS EA. BENT PL. 1/2" Ø X 6" LAG SCREW TYP. FOR (2) 1"5" 1/41/4 1/4 ANGLE BRACKET WELD TO BACK OF BENT PL. (X) ROOF DECK (X) GLULAM BM. BED BENT PL. IN SEALANT 9 9 10 1' - 1 1 / 4 " SEALANT 3 3 / 4 " 1/4 1/4 1/4 1/4 3' - 6 " N T S 11 STEEL GUARDRAIL SEE A5.4 12 3 8" 1/4 PLAN ANGLE BRACKET@ BENT PL. CLOSURE (X) GLULAM BEAM BELOW 1/41/4 GUARDRAIL STANDARD 1/42" 5" 4 1/4" 3/8" CONT. BENT PL. 4 9 / 1 6 " 4" 9 4 ° 1'-0" 1/4 HSS 4 1/2" X 4 1/2" X 1/4" X 1'-0" 6 3" = 1'-0" 4 3" = 1'-0" PLAN - PORCH CLOSURE ANGLE BRACKET 2 3" = 1'-0" SECTION - PORCH CLOSURE ANGLE BRACKET 7 3" = 1'-0" XX 1/4"BENT. PL. PORCH CLOSURE SHEET METAL FLASHING STRIP BELOW JOINT NEW HSS COL. SEALANT (X) ROOF BEAM (X) PERIMETER BEAM 4 4 2 6 2 6 Section Details Roof Replacement A 5.6 KEY NOTES (THIS SHEET ONLY) 1 R1 EXISTING ROOF BEAM EXISTING 2X6 WOOD ROOF DECK STONE VENEER @ EXISTING CHIMNEY SEALANT SURFACE MTD. COUNTERFLASHING ROOFING TERMINATION BAR • 80 MIL TPO ROOFING MEMBRANE - FULLY ADHERED • 1/4" DENS-DECK COVER BOARD • TAPERED RIGID EPS INSULATION MIN. 1/2" THICKNESS @ ROOF PERIMETER • 2" NAILBASE INSULATION PANEL • 2" RIGID INSULATION PANEL - FIT AROUND NEW CONDUIT ON WOOD ROOF DECK • SELF-ADHERED ROOF UNDERLAYMENT [TEMPORARY ROOF PROTECTION + PERMANENT AIR BARRIER AND VAPOR RETARDER] • EXISTING 2X6 WOOD ROOF DECKING SECTION - REPLACEMENT ROOFING SYSTEM 1 1/2" = 1'-0"R1 ROOF FLASHING @ (X) MASONRY FLUES 3"= 1'-0" 3 BASE FLASHING SUPPORT PER DETAIL BELOW PROFILE D R1 EXISTING ROOF BEAM STRUCTURAL BEAM REINFORCEMENT PER STRUCTURAL SELF ADHERED ROOF UNDERLAYMENT UNDER REINFORCEMENT PLY EXISTING RAFTER @ KITCHEN ROOF GWB CEILING @ KITCHEN ROOF DETAIL AT STRUCTURAL BEAM REINF. 3"= 1'-0"1 ROOF DETAIL AT EAVE/GUTTER/DOWNSPOUT 3"= 1'-0"4 R1 CUT DOWN (X) CURB TO T.O. (X) 2X6 T&G WOOD DECKING (3) P.T. 2X4 STACKED FOR NEW ROOF CURB 1/2" MIN. TAPERED INS. THICKNESS LEGEND (X) = EXISTING EXISTING MASONRY CHIMNEY PATCH EXISTING 2X6 T&G WOOD DECKING W/ NEW 2X6 T&G DECKING - STAIN INTERIOR TO MATCH ADJACENT CEILING A SKYLIGHT TYPE (NEW) EXISTING CONSTRUCTION EXISTING PERIMETER BEAM SELF ADHERED ROOF UNDERLAYMENT OVER ROOF EDGE TPO COVER TAPE PER MANUF. STD. DETAIL PRE-FINISHED STEEL GUTTER PROFILE A PRE-FINISHED STEEL ROOF EDGE PROFILE B GUTTER HANGER @ 1'-6" O.C. BASE FLASHING TERMINATION PER MANUF. STANDARD DETAIL 1 3" 1' - 2 " HEM TOP 16 GA. GALV. SHEET METAL BASE FLASHING SUPPORT FLASHING SUPPORT ANGLE - PROFILE D 3" = 1'-0" #10 x 1" SCREWS @ 1'-0" O.C. STAGGERED ROOF DETAIL AT STRUCTURAL BEAM REINFORCEMENT 3"= 1'-0"6 EXISTING ROOF BEAM ANGLE PER STRUCTURAL (X) GWB @ KITCHEN CEILING 1 GLULAM BEAM PER STRUCTURAL ROOF DTL. AT STL. DECK ROOF REINF. 3"= 1'-0"2 SECTION - ROOFING SYSTEM AT CUPOLA 3" = 1'-0"R2 [REMOVE (X) STANDING SEAM ROOF & INSULATION] • 80 MIL TPO ROOFING MEMBRANE FULLY ADHERED • 1/4" DENS-DECK COVER BOARD • 2" RIGID POLYISO INSULATION - R12 • SELF-ADHERED ROOFING UNDERLAYMENT • (X) 2X6 WOOD ROOF DECKING 3 3/4" X 3 3/4" GUTTER OUTLET 4" X 4" OPEN-FACE DOWNSPOUT U-SHAPED DOWNSPOUT HANGER @ 3'-0" O.C. 4" ROOF DETAIL AT NEW CURB 3"= 1'-0"5 EXISTING ROOF BEAM 1R1 A. COORDINATE ROOF SYSTEM REPLACEMENT WITH STRUCTURAL ROOF REINFORCEMENT SHOWN ON STRUCTURAL DRAWINGS. B. COORDINATE ROOF SYSTEM REPLACEMENT WITH ASSOCIATED ELECTRICAL, MECHANICAL AND PLUMBING WORK. GENERAL NOTES STEEL ANGLE WHERE INDICATED PER STRUCTURAL STEEL DECKWHERE INDICATED PER STRUCTURAL - EXTEND UNDER FRAMED KNEEWALL STEEL DECK WHERE INDICATED PER STRUCTURAL 9/11/23 Construction / Building Permit SPRAY FOAM INSULATION • 80 MIL TPO ROOFING MEMBRANE - FULLY ADHERED • 1/4" DENS-DECK COVER BOARD • TAPERED RIGID EPS INSULATION MIN. 1 1/2" THICKNESS @ ROOF PERIMETER • 3" x 18 GA. STEEL ROOF DECK • 3 1/2" FIBERGLASS BATT INSULATION FILL STEEL DECK FLUTES - TOP & BOTTOM • 3/8" PLYWOOD SHIM BELOW STEEL DECK • SELF-ADHERED ROOF UNDERLAYMENT [TEMPORARY ROOF PROTECTION + PERMANENT AIR BARRIER AND VAPOR RETARDER] • EXISTING 3/4" PLYWOOD ROOF DECK AT KITCHEN AREA SECTION - REPLACEMENT ROOFING SYSTEM 1 1/2" = 1'-0" [WHERE STEEL DECK ROOF REINFORCEMENT REQUIRED]R1.1 R1.1 TRIM BOARD R1.1 NEW OVERFRAMING NEW OVERFRAMING Colorado RockyMountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center Roof Replacement 500 Holden Way Carbondale, CO 81623 Project No: 2302 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 02/15/24 100% Contract Documents BOX GUTTER - PROFILE A 6" = 1'-0" 5" 3 3 / 4 " 3/ 4 " 3/4" 6" 4" 1 1 / 2 " 3/4 " METAL ROOF EDGE - PROFILE B 6" = 1'-0" HEM OPEN-FACE DOWNSPOUT 6" = 1'-0" 4" 1 1/2"1"1 1/2" 1 1/2" FACE STRAP @ 3'-0" O.C. (HEM LONG EDGES) Colorado RockyMountain School 970.963.2562 // crms.org Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com PREFABRICATED INSULATED CURB SCHEDULE - VERIFY IN FIELD MARK (N) CURB L x W HT NOTES EF-1 27 1/4" x 27 1/4"24" EF-2 EF-3 EF-4 EQ-5 REF. 1515 16 11 10 3 24" 25 1/2 " x 25 1/2"24" 20 1/2" x 20 1/2"24" 17.5" x 17.5"24" MAU-1 285" x 35.5"24" 27 1/4" x 27 1/4" (X) CAP Lx x W 28" x 28" 28" x 28" 26 1/4" x 26 1/4" 84" x 34" 16 3/4" x 16 3/4" 19 3/4" x 19 3/4" KITCHEN EXH. KITCHEN EXH. DW EXH. - REPLACE UNIT REST ROOM EXH. BOILER FLUES REPAIR HEATING COIL Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 02/15/24 100% Contract Documents Section Details at Existing Roof A 5.7 LEGEND KEYNOTES 1 BASE FLASHING TERMINATION PER MANUF. STANDARD DETAIL R1 EXISTING 3 1/4" X 11 3/8" ROOF BEAM EXISTING TRIM BOARDS TO REMAIN EXISTING 2X10 WOOD CURB TO REMAIN 1' - 8 " HE I G H T O F N E W C U R B A B O V E E X I S T I N G W O O D R O O F D E C K EXISTING SKYLIGHT REMOVE EXISTING WOOD CANT PLAN - NEW SKYLIGHT CURBS @ (X) SKYLIGHTS 1"= 1'-0"5 NEW SKYLIGHT CURB @ EXISTING ROOF 3"= 1'-0" 1 EXISTING EXHAUST FAN: REMOVE AND STORE - REINSTALL ON NEW PRE-FABRICATED CURB NEW PREFAB INSULATED METAL CURB PER SCHEDULE ANCHOR TO WOOD DECK PER MANUF. RECOMMENDATIONS TPO FLASHING DECK INFILL AT EXISTING OPENING LESS THAN 16" 3"= 1'-0" 4 EXISTING 3 1/4" X 11 3/8" ROOF BEAM REMOVE EXISTING TRIM BOARDS REMOVE (X) 2X10 WOOD CURB REMOVE (X) WOOD CANT ROOF INFILL AT EXISTING SKYLIGHT LOCATION 3"= 1'-0" 2 R1 NEW 2X6 T&G WOOD DECKING REMOVE AND STORE (X) SKYLIGHT 1 1 NEW PRE-FAB. CURB @ (X) EXHAUST FANS 3"= 1'-0" 3 EXISTING 3 1/4" X 11 3/8" ROOF BEAM R1 NEW 3/4" PLYWOOD BACKING NEW 2X6 T&G WOOD DECKING STAIN TO MATCH EXISTING EXISTING 2X6 T&G WOOD DECKING DECK SCREWS FROM ABOVE EXISTING 2X6 T&G WOOD DECKING R1 • TPO ROOFING MEMBRANE/FLASHING • 1/2" APA SHEATHING • 2X4 WOOD STUDS @ 1'-4" O.C. • FIBERGLASS BATT INSULATION R-15 • 6 MIL POLY. VAPOR RETARDER • 2X DFL BOARDS (RIP TO HT. REQ'D.) [R-15 CURB R-VALUE > IECC MIN. R-5] 4" (X) = EXISTING EXISTING MASONRY CHIMNEY PATCH EXISTING 2X6 T&G WOOD DECKING W/ NEW 2X6 T&G DECKING A SKYLIGHT TYPE (NEW) EXISTING CONSTRUCTION SELF-ADHESIVE UNDERLAYMENT SELF-ADHESIVE UNDERLAYMENT SELF-ADHERING UNDERLAYMENT SELF-ADHESIVE UNDERLAYMENT CUT BACK EXISTING 2X6 WOOD DECKING TO PROVIDE BEARING FOR NEW 2X6 WOOD DECK INFILL REMOVE SKYLIGHT FRAMING & ANGLES 9/11/23 Construction / Building Permit A. COORDINATE ROOF SYSTEM REPLACEMENT WITH STRUCTURAL ROOF REINFORCEMENT SHOWN ON STRUCTURAL DRAWINGS. B. COORDINATE ROOF SYSTEM REPLACEMENT WITH ASSOCIATED ELECTRICAL, MECHANICAL AND PLUMBING WORK. GENERAL NOTES INTERIOR SIDE 2 8 RIP FROM 2X8 6 1 / 2 " CUT DOWN (X) CURB TO T.O. (X) 2X6 T&G WOOD DECKING (3) P.T. 2X6 STACKED FOR NEW ROOF CURB 1 1/8" MIN. TAPERED INS. THICKNESS EXISTING PERIMETER BEAM SELF ADHERED ROOF UNDERLAYMENT OVER ROOF EDGE TPO COVER TAPE PER MANUF. STD. DETAIL PRE-FINISHED STEEL GUTTER PROFILE A PRE-FINISHED STEEL ROOF EDGE PROFILE B GUTTER HANGER @ 1'-6" O.C. PROJECTING EAVE DETAIL @ NORTH WALL 3"= 1'-0" 7 FILL STEEL DECK FLUTES W/ FIBERGLASS INSULATION MOVE EXISTING ELECTRICAL CONDUIT AS REQUIRED 1 1/2" R1.1 SECTION - NEW CURB @ EXISTING SKYLIGHTS 3"= 1'-0" 6 6 - 3'-8 3/4" 3' - 8 3 / 4 " EXISTING R.O. 4'-6 3/4" 4' - 6 3 / 4 " NEW 2X4 CURB FRAMING - TYP. NE W 2 X 4 C U R B F R A M I N G EX I S T I N G R . O . EXISTING 3 1/4 X 11 3/8 GLULAM BEAM - TYP. 1 A5.7 4'-0" @ A 5' - 6 3 / 4 " @ B BEAM CENTERS Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Rooﬁng, Siding & Flashing Details A 5.8 1 2 3 (X) HSS STEEL COLUMN 4 5 6 LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS (X) A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 1 1/2" X 1 1/2" BLOCKING (X) GLULAM BEAM TPO EDGE SEALANT 7 8 FIT NEW BLOCKING OR CUT DOWN (X) EDGE BLOCK 3/4" X 2" TRIM NEW HSS STEEL COLUMN TAPERED SHIM 9 1 1/2" X 3" SOLE & TOP PLATE FROM 2X4 10 1/2" PLYWOOD SHIM BELOW SOLE PLATE TO ALLOW FOR L 6X6X1/2" BRACKET 11 1 1/2" X 2 1/2" X 8" P.T. BLOCKING SPACED ± 2'-0" O.C. 12 CHAMFER CORNER AS REQ'D. 2 6 2 6 W9W10 J-TRIM "B" FASCIA "C" SUBFASCIA "D" STRIP-IN W/ TPO FLASHING 4 4 J-TRIM "B" FASCIA "C" SUBFASCIA "D" STRIP-IN W/ TPO FLASHING 4 4 3 3" = 1'-0" SEC. DTL. - PARAPET CAP @ WOOD4 3" = 1'-0" SEC. DTL. - PARAPET CAP @ METAL 2 6" = 1'-0" FLASHING PROFILES 8 8 *INDICATES FINISH SIDE 7 7 6 1" 1 3" = 1'-0" SEC. DTL. - BASE OF PARAPET 2 6 W9 R2 VERTICAL CLEAT METAL BASE FLASHING & DRIP EDGE - PROFILE "E" FLEXIBLE FLASHING FLEXIBLE FLASHING OVER METAL BASE FLASHING 1 1 / 2 " 1/ 2 " 3 3/8" WATER TABLE BLOCK CL COL. 1 3/4" 02/15/24 100% Contract Documents 10/23/23 100% Design Development 1 1/4"1 1/4" 1 1 / 4 " 1 1 / 4 " LIGHTING FIXTURE FLAT SHEET METAL PANEL COLOR TO MATCH SIDING SIZE AS REQ'D. FOR CLEARANCE AROUND LIGHT FIXTURE OR OTHER EXTERIOR WALL ITEMS METAL SIDING SIDING J-TRIM: PROFILE "F" AT PERIMETER OF OPENING IN SIDING FLAT SEAM METAL SIDING @ GARDEN TRELLIS - PANEL ELEVATIONS NO SCALE 5 SIDING J-TRIM AROUND EXTERIOR LIGHT FIXTURES AND SIMILAR WALL-MOUNTED ITEMS 3"= 1'-0" 7 ELECTRICAL BOX 10 GA. STEEL PAINTED FINISH 4" 1/ 2 " 1" 1'-0" #14 X 3" WASHER-HEAD SCREW SECTION THROUGH DRIP EDGE 2 6 2 6 2 64" X 6" TPO-COATED METAL ROOF-SIDE SCUPPER 4" X 4" OPEN-FACE DOWNSPOUT (SEE 4/A5.6) U-BRACKET TO MATCH DOWNSPOUT CONDUCTOR HEAD 7 3 / 4 " 9 1/2" 3 3/4" X 3 3/4" OUTLET 8" 4" 14" 6" 8" 4" 7" TPO-COATED METAL ROOF-SIDE SCUPPER 6" 3 3/4"3 3/4" 6 1/8" 7 3/4" 8 1/2" 91/2" 10 1/2" 8 3/4" 2" SHEET METAL CONDUCTOR HEAD * *2" 1 1/2" 1/ 2 " 1 1 / 2 " 3/ 4 " 3 1/2" J-TRIM "B" PAINTED STEEL TO MATCH METAL SIDING HOOK TO J-TRIM FASCIA "C" PAINTED STEEL TO MATCH METAL SIDING SUBFASCIA "D" TPO COATED METAL BEND FASCIA DOWN OVER SUBFASCIA HOOK TO J-TRIM 2" 3 5/8" * PARAPET BASE FLASHING AND DRIP EDGE - PROFILE "E" 2" 2 1 / 2 " * 1 1 / 2 " SHEET METAL VERTICAL CLEAT SHEET METAL DRIP EDGE "A" * SIDING J-TRIM PROFILE "F" 2 1/2" 1" 1 1/2" HEM * FLAT SEAM METAL SIDING - PANEL ISOMETRIC NO SCALE 6 1" 4'-4" 1' - 3 1 1 / 1 6 " FR O N T O F P A N E L BA C K O F P A N E L DIM. AS NEEDED 16" HIGH PANELS 4'-4" 5'-11 3/4"7'-0" ROOF TPO MEMBRANE ON WALL 1/4" WOOD SIDING SHEET METAL CORNER TO MATCH STOREFRONT COLOR 6' (NOMINAL) EXTENDED DRIP EDGE TYP FOR (14) STOREFRONT 7' (NOMINAL) EXTENDED DRIP EDGE TYP FOR (8) 8 1/2" = 1'-0" PARTIAL ELEVATION @ CUPOLA - EXTENDED DRIP EDGE 9 1 1/2" = 1'-0" BRAKE-FORMED EXTENDED DRIP EDGE10 3" = 1'-0" TWO-PIECE PARAPET SCUPPER11 1 1/2" = 1'-0" TWO-PIECE PARAPET SCUPPER 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents 10/23/23 100% Design Development 1 A6.3 2 A6.4 2 A6.3 3 A6.3 2 A6.3 3 A6.1 1 A6.4 3 A6.4 1 A6.3 I 4 5 6 J K J.7 L K J.7 4 5 6 L I J 1" 1' - 0 " 1" 1' - 0 " 1"6 1/4"3 1/2"1" P3 5 1 / 2 " 2" 3 1 / 2 " 1" 1"3 1/2" 5 1 / 2 " 1'-1 1/8" 1"6 1/4" F.O. CONC. FDN. @ ELEV. PIT F.O. CONC. FDN. @ ELEV. PIT F.O. CONC. FDN. @ ELEV. PIT F.O. CONC. FDN. @ ELEV. PIT P5 P5 W8 W8 P4 P4 P3 W2W2 VERT. WOOD BOARD FINISH OVER 5/8" PLYWOOD 3 1 / 2 " 10 LEGEND GENERAL NOTES 1 2 3 (X) STEEL COLUMN & FDN. TO BE REMOVED KEYNOTES Plans - South Entry Elevator & Main Stair A 6.1 4 5 2 3/8" = 1'-0" PLAN - SOUTH ENTRY, ELEVATOR & MAIN STAIR1PLAN - CONCRETE FDN. - SOUTH ENTRY & ELEVATOR 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 2' - 7 " 8"1'-5"8"5'-9"8" 1/2" 4' - 8 " 1' - 0 " 8' - 4 " 8" 9'-2"11'-4" 8" 8" 5 1/2" 5 1 / 2 " 8" 1'-4 1/2" 5 1/2" 8' - 6 " 1 1 100’-0” T.O. STONE FLOORING 9'-2" 2 3/4" 4'-10 1/2" 3 1/2" F.O. (X) WOOD PANELING WOOD BENCH 4'-0" 7' - 4 1 / 2 " 3 1 / 2 " FIRE SPRINKLER RISER TO SOFFIT ABOVE DOORS. 2 SLEEVE FDN. WALL FOR FIRE SPRINKLER WATER MAIN. 4 8'-6" 2 3 / 4 " T.O. FDN. = 100'-4" EXISTING STONE FLOORING TO REMAIN NEW STONE FLOORING TO MATCH (X) EXISTING STONE FLOORING TO REMAIN SALVAGED STONE FLOORING OVER MORTAR SETTING BED OVER 4" CONC. SLAB ON GRADE 100'-0" T.O. (X) FLOOR 99'-9" T.O. NEW CONC. SLAB 100'-0" T.O. NEW CONC. SLAB 96'-0" T.O. FTG. @ PIT F.O. (X) FDN. WALL BELOW T.O.W. = 100'-0" 1'-11"3 1/2"5'-11"6 1/4" 1' - 0 " FRAMING R.O. R. O . 11 " 2 3/4" FIRE CAULK ALL MEMBRANE PENETRATIONS AT FIRE-RATED WALLS. 33 P3 P4 P5 FIRE SPRINKLER PIPING PER APPROVED SUBMITTALS. 6 5 6 - 4 - 3 - 5 - 4'-11" 8'-0" 2' - 0 " 10 ' - 0 " 1-HR 1-HR 1-HR W8 NR 9' - 6 3 / 4 " FIRST FLOOR SLAB OVER T.O. FOUNDATION WALL. 100’-0” T.O. NEW CONC. SLAB 6 6 99'-9" T.O. NEW CONC. SLAB 5'-3 1/4" (X) FDN. WALL BELOW 3 PLAN DETAIL - CORNER @ SHAFT 4 PLAN DETAIL - CORNER @ SHAFT 5 PLAN DETAIL - CORNER @ SHAFT 6 PLAN DETAIL - CORNER @ SHAFT INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 7 CAST-IN-PLACE SUMP BASIN PER PLUMBING DRAWINGS. 7 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 3/4"4'-0" 8 ELEVATOR POWER UNIT. 8 SEE SHEET A6.11 FOR SOUTH PORCH 1'-7 5/16" 9 COVER (X) WOOD SIDING WITH SELF- ADHESIVE FLASHING TAPE BEFORE INSTALLTION OF NEW CONCRETE FOUNDATION WALL. 9 ACCESS CARD READER AND AUTO DOOR OPERATOR BUTTON 30 x 52 10 11 COORDINATE STEEL STUD WALL DIMENSION WITH ELEVATOR DOOR AND FRAME REQUIREMENTS 11 11 12 12 AT LOCATIONS WHERE NEW FDN. WALL IS SHOWN, EXISTING SLAB AND STONE FLOORING TO REMAIN TO GREATEST EXTENT POSSIBLE. REVIEW WITH ARCHITECT PRIOR TO SELECTIVE DEMOLITION. 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents 10/23/23 100% Design Development RE: A6.11 FOR PORCH FRAMING AND ROOF I 4 5 6 J J.7 L M N K 4 12 ' - 6 3 / 4 " 2'-9" LEGEND 1 2 3 KEYNOTES Plans Elevator & Main Stair A 6.2 4 OPEN TO BELOW 150° 3 3/8" = 1'-0" PLAN - ELEVATOR, ELEVATOR LOBBY & MAIN STAIR @ SECOND FLOOR 13 T @ 1 1 " 5 1/2" 3 1 / 2 " 4' - 1 0 " 8'-6" 110’-5” T.O. FINISH FL. 3 T @ 11" 1'-2" WORK COUNTER COORDINATE RAIL BRACKET INSTALLATION WITH MANUFACTURER'S DETAIL. 1 A6.3 2 A6.3 2 A6.4 3 A6.3 1'-11"3 1/2"5'-11"6 1/4" 11 " 8' - 6 " 1' - 0 " R.O. R. O . 4' - 1 1 5 / 8 " 4'-11"5'-0" FRAMING FR A M I N G FRAMING 5'-5 1/4" 5' - 5 3 / 8 " FINISHFI N I S H 1 1 2 COORDINATE ELEVATOR CONTROLLER AND ENTRANCE WITH MANUFACTURER'S DETAILS. P3 P4 P5 9'-2"11'-2 1/2" WALL FRAMING WALL FRAMING 12 ' - 0 " 11 ' - 8 3 / 4 " 1 HR. 1 HR. 1 HR. 9' - 6 3 / 4 " 1 A6.4 U-BEND HORIZONTAL HANDRAIL RETURN TO WALL. 3 SKYLIGHT ABOVE TYP. FOR (2) GENERAL NOTES INDICATES EXISTING BUILDING ELEMENTS A. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. B. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 3 A6.4 RE: A6.11 FOR PORCH FRAMING AND ROOF 1'-0" 4 1X6 VERTICAL TRIM BOARD 7'-10 1/2" Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 02/15/24 100% Contract Documents 4 4 2 1 Building Sections & Details at Elevator 1 3/8" = 1'-0" SECTION - ELEVATOR SHAFT (LOOKING SOUTH) 110'-4 3/8" T.O. SHEATHING @ 2ND FL. 120'-11" T.O. ROOF SHEATHING 100'-0" T.O. SLAB @ 1ST FL. 96'-0" T.O. FOOTING @ ELEVATOR PIT 124'-5" T.O. ROOF SHEATHING @ ELEVATOR SHAFT 126'-3" T.O. PARAPET FRAMING 3 3/8" = 1'-0" SECTION - ELEVATOR SHAFT (LOOKING WEST) 109'-3 3/4" T.O. (X) DECKING @ SECOND FLOOR A 6.3 110'-4 3/8" T.O. SHEATHING @ 2ND FL. 124'-5" T.O. SHEATHING @ ELEVATOR 120'-11" T.O. SH. @ MAIN ROOF 126'-3" T.O. PARAPET FRAMING @ ELEVATOR LEGEND GENERAL NOTES KEYNOTES 1 2 3 4 5 6 (X) ROOF BEAM & WOOD DECKING INDICATES EXISTING BUILDING ELEMENTS BLOCK AND SHIM TREAD AS REQ'D. FOR STAIR LAYOUT. CAST-IN-PLACE SUMP BASIN PER PLUMBING DRAWINGS. A. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. B. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 2 3/8" = 1'-0" SECTION - ELEVATOR SHAFT (LOOKING NORTH) 110'-5" T.O. FIN. FL. @ SECOND FLOOR 120'-11" T.O. SHEATHING @ MAIN ROOF 1 100'-0" T.O. CONC. SLAB @ FIRST FLOOR VESTIBULE 96'-0" T.O. FOOTING @ ELEVATOR PIT 34 UNDERPIN EXISTING FOUNDATION PER STRUCTURAL. 5 NEW FIRE SPRINKLER WATER SUPPLY PIPING FROM MAIN. ELEV. POWER UNIT ELEV. POWER UNIT 4' - 0 " ELEVATOR PIT ACCESS LADDER ELEV. POWER UNIT FLAT SEAM METAL PANELS BEHIND WWM TRELLIS 4'-0" X 16'-0" WWM TRELLIS TRELLIS BRACKET TYP. FOR (9) 2X6 BLOCKING FOR TRELLIS BRACKET 6 6 4" F4F4 F5 F6 R1 F8 R2 R2 F8 R2 W3 W3 W3 W5 W5 W5 W5 W4 W5 W1 W2 W2 P3 P3 P4 P4 R2 P3 P3 P4 P4 W12W12 P5 P5 R2 W6 W6 R2 W10W10 W10 7 5/8" GWBX TO UNDERSIDE OF SHEATHING 7 7 7 7 7 C5 C5 C2 STAIR LANDING SEE A6.4 W4 W5 W4 • 3/4" SHEATHING • 2X8 @ 1'-4" O.C. • 1 LAYER 5/8" GWBX 1-HR. FIRE-RESISTANCE RATING PER 722.6.2(1) C1-2 C1-2 Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 02/15/24 100% Contract Documents I Building Sections at Elevator & Main Stair 8' - 1 1 / 4 " 14 R I S E R S @ 6 . 9 4 " 2' - 3 3 / 4 " 4R @ 6 . 9 4 " 2 3/8" = 1'-0" SECTION - MAIN STAIR INTERMEDIATE LANDING 3 3/8" = 1'-0" SECTION - MAIN STAIR (LOOKING WEST) 100'-0" T.O. F.F. @ 1ST FL. 110'-4 3/8" T.O. SHEATHING @ 2ND FL. 120'-11" T.O. ROOF SHEATHING 1 3/8" = 1'-0" SECTION - MAIN STAIR (LOOKING NORTH) 108'-1 1/4" T.O. F.F. @ LANDING 1 - 1'-0" 2' - 3 3 / 4 " 4R @ 6 . 9 4 " A 6.4 110'-4 3/8" T.O. SHEATHING @ 2ND FL. 124'-5" T.O. SHEATHING @ 2ND FL. 120'-11" T.O. SHEATHING @ 2ND FL. 126'-3" T.O. PARAPET FRAMING 2 110'-5" T.O. FIN. FL. 11" 2 - LEGEND GENERAL NOTES KEYNOTES 1 2 3 4 5 6 (X) ROOF BEAM & WOOD DECKING INDICATES EXISTING BUILDING ELEMENTS BLOCK AND SHIM TREAD AS REQ'D. FOR STAIR LAYOUT. A. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. B. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 8 1 1/2" = 1'-0" SECTION - STAIR TREAD @ (X) WALL 9 3/4" = 1'-0" TIMBER TREAD & RISER [RECYCLED FROM (X) ROOF BEAMS] 1 5/8" INSIDE RADIUS 90º SEAMLESS ELL - RETURN TO WALL - WELD TO END OF PIPE CUSTOM BRACKET PER DETAIL 12 ALL PIPE BENDS = 3 3/16" AT CENTERLINE MIN. DIMENSION PER IBC MITER & WELD JOINT, GRIND SMOOTH7 4 1 1/2" = 1'-0" SECTION - EXTERIOR WALL DETAIL @ STAIR 3 A7.4 3 A7.4 5 1 1/2" = 1'-0" SECTION DETAIL - TREAD & RISER 1 3/4" X 11 7/8" LVL STRINGER TYP. FOR (3) 1 3/4" X 11 7/8" LVL JOIST - TYP.4 10 6" = 1'-0" ELEVATION - HANDRAIL BRACKET (TYP.) 5 - 4 - 8 - 6 6" = 1'-0" SECTION - HANDRAIL BRACKET @ WOOD FINISH 7 6" = 1'-0" SECTION - HANDRAIL BRACKET @ GWB FINISH 6 & 10 - 11" 1'-0" TYP. @ ALL STAIRS TYP. @ ALL STAIRS 4'-0" MAX. - TYP. 11" 6 1 5 / 1 6 " 2" 3" EXISTING WALL & ROOF CONSTRUCTION BLOCKING OUT TO F.O. STUD ABOVE SHIM TO PLANE OUT NEW INTERIOR BOARD FINISH SHIM TO PLANE OUT NEW INTERIOR BOARD FINISH 2" TREAD 3/4" PLYWD. ROUGH TREAD 1 3/4" X 14" LVL STRINGER TYP. F0R (3) 2X6 BLOCKING 5/8" GWBX NEW 5/8" GWBX OVER EXISTING WOOD FINISH NEW 3/4" WOOD VERTICAL BOARD INTERIOR FINISH OVER 5/8" PLYWOOD ROUT TREAD FOR ABRASIVE NOSING 5/8" GWBX TO UNDERSIDE OF STAIR FRAMING W3 R1 NEW 3/4" WOOD VERTICAL BOARD INTERIOR FINISH OVER 5/8" PLYWOOD 4'-8" 3'-4" 8" 1'- 2 " 6 9/16" 2" 1 1/2" 3" 11 " 3/8"ROUT TREAD FOR ABRASIVE NOSING 1 1/4" Ø STD. PIPE (X) VERTICAL BOARD FINISH W/ 3/4" PLYWOOD SHEATHING NOTE: V.I.F. TO ASSURE ADEQUATE HANDRAIL ANCHORAGE 3/8" Ø x 3" LAG SCREW 2 1/2" JULIUS BLUM #218 STAINLESS STEEL SELF TAPPING SCREWS PER BRACKET MANUF. 3 5/16" 4'-0" MIN. CLEAR BETWEEN HANDRAILS SHIM AS REQ'D. TO ALIGN W/ BOARDS ON NEW WALL ABOVE 1 1/4" Ø STD. PIPE 3/8" Ø x 3" LAG SCREW 2 1/2" JULIUS BLUM #218 STAINLESS STEEL 3 5/16" 4'-0" MIN. CLEAR BETWEEN HANDRAILS 1 1/4" Ø STD. PIPE 5/8" GWBX 2X6 BLOCKING BETWEEN STUDS Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents 8 9 10 11 C D 8 9 10 11 12'-0"12'-0"11'-8 3/4" C D 8 9 C D 8 9 10 11 12'-0"12'-0"11'-8 3/4" C D 8 9 10 11 12'-0"12'-0"11'-8 3/4" C D 5 1/2" Plans - North Stair A 6.5 STORAGE ROOM UP 100'-0" FIN. FL. L1 110'-5" FIN. FL. L2 105'-2 1/2" T.O. SUBFL. LANDING 8 T @ 11" = 7'-4" DN DN 11"1'-0"8 T @ 11" = 7'-4" FRAMING 1 3/8" = 1'-0" PLAN - NORTH STAIR & STUDY NOOK - LEVEL 2 2 3/8" = 1'-0" PLAN - NORTH STAIR & STORAGE ROOM - LEVEL 1 STUDY NOOK 4" 11 ' - 8 1 / 2 " 4" 5 1 / 2 " 5 1 / 2 " 2"5 1/2"18'-0"3 1/2"12'-3 1/2" 4" 11 ' - 8 1 / 2 " FR A M I N G T O S H E A R P A N E L FR A M I N G 3 A6.6 48" x 48" 8' - 3 1 / 2 " 54" x 60" 54" x 60" 5 1/2"4'-9 1/2"8'-7"4'-7 1/2"3 1/2" 11" 2 A6.6 3 A6.6 2"14'-3 1/2"5'-7"11'-2"4'-6 1/4" 4'-6 1/4" 4' - 3 " 3' - 8 " 2' - 6 " WALL RECESS BELOW 3 3/8" = 1'-0" PLAN - NORTH STAIR SLAB ON GRADE 4" 6' - 7 " 2"14'-3 1/2"5'-7"11'-2" 2' - 6 " 1 3/4"7'-0 3/4" 11 ' - 8 1 / 2 " 5 1/2"2 1/2" TYP. @ NEW FDN. WALL 1 2 3 (X) CONCRETE FOUNDATION AND (X) HSS 3 1/2 X 3 1/2 STEEL COLUMN (X) CONCRETE FOUNDATION WALL (X) HSS 3 1/2 X 3 1/2 STEEL COLUMN 4 NEW HSS COLUMN PER STRUCTURAL 5 NEW CONCRETE FOUNDATION WALL 6 ACCESS DOOR 1 1 1 1 1 24 4 4 T.O.WALL = 100'-0" T.O. LEDGE = 99'-6" T.O.WALL = 100'-0" 5 1/2"8'-9 1/2" 4 4 4 4 4 4 3 3 100'-0" NEW SLAB ON GRADE LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 5' - 1 1 / 2 " 2"4'-9 1/2"8'-7" LANDING STAIR R.O. 10 ' - 9 1 / 2 " 4" 5 1 / 2 " S T A I R R . O . EXISTING ROOF BEAMS SHOWN HATCHED INSTALL SALVAGED (X) ROOF BEAM ALIGN WITH STAIR R.O. 1 3 / 4 " X 1 1 7 / 8 " L V L J O I S T S 11 7 / 8 " I - J O I S T O V E R F R A M I N G NEW EXTERIOR WALL BELOW 4 3/8" = 1'-0" PLAN - NORTH STAIR - FRAMED OPENING @ SECOND FLOOR 3 FI N I S H 5' - 1 1 / 2 " FI N I S H 3 A6.6 2 A6.6 2 A6.6 1 A6.6 1 A6.6 1 A6.6 5' - 2 3 / 4 " 3 1 / 2 " 5' - 2 3 / 4 " FRAMING FRAMING 4'-2 3/4" FINISH 4'-9 1/2" 3 1/2" 4" 6" 5' - 2 3 / 4 " 3 1 / 2 " 5' - 2 3 / 4 " 1 3 / 4 " 7 SURFACE-MOUNTED UNIT HEATER PER MECHANICAL 7 6STORAGE CLOSET [5/8" GWBX ALL WALLS AND CEILINGS] BEAM @ EXISTING ROOF 8 1/2" SHEAR PANEL @ INSIDE F.O. WALL STUDS 8 8 8 8 8 8 CL Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents 2X8 BLOCKING 1 3/4" X 14" LVL STAIR STRINGER 2 LAYERS 3/4" PLYWOOD TREAD 5/8" GWBX 2X4 WOOD STUDS @ 1'-4" O.C. 5/8" GWBX ONE-PIECE RUBBER TREAD AND RISER 1X STRINGER TRIM PAINTED POPLAR 3' - 6 " 5/4 X 4 3/4" WOOD CAP CLEAR FINISH 1/4" PAINTED HARDBOARD SPACER 1/4" X 1/4" REVEAL J TRIM @ GWB EDGE MI N . H E I G H T A B O V E N O S I N G 3' - 0 " SEE 10/A6.4 1'-0" 6 1 5 / 1 6 " ONE-PIECE RUBBER TREAD AND RISER 2X8 BLOCKING 5/8" GWBX 3/4" PLYWOOD RISER 1" 1 1 / 2 " 1X WOOD TRIM 2X6 BLOCKING BETWEEN STUDS SIMPSON L50 FRAMING ANGLE @ EACH STUD 5/8" GWBX 2X4 WOOD STUDS @ 1'-4" O.C. 5/8" GWBX 3' - 6 " 5/4 X 4 3/4" WOOD CAP CLEAR FINISH 1/4" PAINTED HARDBOARD SPACER 1/4" X 1/4" REVEAL J TRIM @ GWB EDGE MI N . H E I G H T A B O V E L A N D I N G REINSTALL SALVAGED ROOF BEAM (X) 2X6 WOOD DECK J TRIM @ GWB EDGE F7 1 3/4 X 11 7/8" LVL RIM AT OVERFRAMING 3 - 5/8" GWBX 7 1/2" SIMPSON L70 FRAMING ANGLE FRAMING SCREW TO BEAM BELOW SIMPSON L50 FRAMING ANGLE @ EACH STUD 8 9 10 11 Sections & Details North Stair A 6.66 3/8" = 1'-0" SECTION - NORTH STAIR & STORAGE ROOM (LOOKING NORTH) 2 A6.6 2 3/8" = 1'-0" SECTION - NORTH STAIR 100'-0" T.O. FIN. FL. FIRST FL. 110'-5" T.O. FIN. FL. SECOND FL. 120'-5" T.O. ROOF SHEATHING 6 A6.6 5' - 2 1 / 2 " 5' - 2 1 / 2 " 100'-0" T.O. FIN. FL. FIRST FLOOR 110'-5" T.O. FIN. FL. SECOND FLOOR 120'-5" T.O. ROOF SHEATHING 105'-2 1/2" T.O. FIN. FL. LANDING 9 R @ 6 . 9 4 " 9 R @ 6 . 9 4 " 1 3/8" = 1'-0" SECTION - NORTH STAIR - SECOND FLOOR LANDING 1 2 3 (X) CONCRETE FOUNDATION AND (X) HSS 3 1/2 X 3 1/2 STEEL COLUMN (X) CONCRETE FOUNDATION WALL (X) HSS 3 1/2 X 3 1/2 STEEL COLUMN 4 NEW HSS COLUMN PER STRUCTURAL 5 NEW CONCRETE FOUNDATION WALL 6 LOCKING FLUSH ACCESS DOOR 1 5 2 LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. HANDRAIL BRACKET 7 & 10 / A6.4 1 A6.6 6 A6.6 4 1 1/2" = 1'-0" SECTION DETAIL - NORTH STAIR TREAD & RISER 3 1 1/2" = 1'-0" SEC. DETAIL - NORTH STAIR GUARDRAIL 7 1 1/2" = 1'-0" SECTION DETAIL - NORTH STAIR GUARDRAIL 7 - 5 - 5 1 1/2" = 1'-0" SECTION DETAIL - TREAD & RISER @ LANDING 4 - NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents 4 4 C C 91'-0" T.O. NEW SLAB = T.O. (X) SLAB Plans - New Basement Stair A 6.7 2 3/8" = 1'-0" PLAN - NEW BASEMENT STAIR @ BASEMENT LEVEL 92'-9" T.O. FLOOR SHEATHING @ LANDINGUP UP 8' - 8 " 8" 15'-8" 8" 3' - 1 0 1 / 4 " 3 1 / 2 " 3' - 1 0 1 / 4 " 96'-10" FLOOR SH. @ LANDING DN DN (X) COLD STORAGE EXTEND AS REQ'D. 1 2 3 (X) CONCRETE FOUNDATION WALL NEW CONCRETE UNDERPINNING 4 NEW CONCRETE FDN. WALL 5 (X) LAUNDRY VENT TO REMAIN 6 MOVE (X) ICE-MAKER COMPRESSOR LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 1 3/8" = 1'-0" PLAN - NEW BASEMENT STAIR @ COURTYARD LEVEL 1'-10" 3' - 9 5 / 8 " 4 3 / 4 " 3' - 9 5 / 8 " FI N . FI N . 6 1/8" 3'-10" LANDING FRAMING 3' - 1 0 1 / 4 " 3 1 / 2 " 3' - 1 0 1 / 4 " TO C O N C . TO C O N C . 6'-5" STAIR R.O. 5 1/2"FR. 6 T @ 11" 2 T @ 11" (X) KITCHEN 3'-5" SAW CUT (X) FOUNDATION WALL EDGE OF (X) WINDOW OPENING REMOVE (X) O.A. DAMPER AND DUCTWORK. FRAME NEW INSULATED 2X6 WALL TO RECEIVE (X) DAMPER. REINSTALL DAMPER AND DUCTWORK AS REQ'D. NEW HYDRONIC HEATING SUPPLY AND RETURN TO NEW SECOND FLOOR (X) FOOTING - EXPOSED 1 2 ABOVE 3 4 • COMPACTED BACKFILL • 1/2" PROTECTION BOARD • FLUID-APPLIED FOUNDATION WATERPROOFING • 8" CONCRETE FD. WALL REINF. PER STRUCTURAL 5 7 6 7 COORDINATE NEW LOCATION OF (X) ICE-MAKER COMRESSOR WITH OWNER 8 MOVE (X) FREEZER COMPRESSOR COORDINATE NEW LOCATION WITH OWNER 8 4'-0" X 4'-0" X 4" SLAB ON GRADE LANDING - BROOM FINISH 9 9 (X) LAUNDRY (X) STORAGE 8' - 8 " 2' - 9 " 10 EXTENDED SILL TO COVER T.O. NEW FOUNDATION 10 1 A6.8 4'-3 1/2" FIN. 1 A6.8 2 A6.8 3 A6.8 2 A6.8 6 A6.8 2 3 11 1 1/4" Ø HANDRAIL W/ BRACKETS SIM. TO 7 & 10 / A6.4 EXTEND (X) WALL AS REQUIRED 12 T.O. FURRED-OUT WALL 12 4 3" = 1'-0" PLAN - LOW EAVE - NEW BASEMENT STAIR ROOF TO (X) ROOF 3 3" = 1'-0" SECTION - RAKE - NEW BASEMENT STAIR TO (X) ROOF R1.1 CUT DOWN (X) CURB TO T.O. (X) 2X6 T&G WOOD DECKING EXISTING PERIMETER BEAM FILL STEEL DECK FLUTES W/ FIBERGLASS INSULATION CUT DOWN (X) CURB TO T.O. (X) 2X6 T&G WOOD DECKING TIE-IN TPO MEMBRANE TO (X) TAR & GRAVEL ROOF SIMPSON H-3 (TYP.) R4 R4 (X) T&G ROOF P.T. 2X4 BLOCKING TO THICKNESS OF (X) ROOF INSULATION TPO MEMBRANE 1 3/4" X 11 7/8" LVL RIM EXISTING WALL 5/8" GWBX W/ J-BEAD 1 3/4" X 11 7/8" LVL RAFTER 2" ZIP INSULATED SHEATHING TPO MEMBRANE ROOFING MANUF. STD. BASE DETAIL EXISTING PERIMETER BEAM NEW BASEMENT STAIR EXISTING KITCHEN STORAGE EXISTING KITCHEN NEW BASEMENT STAIR Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development Colorado RockyMountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents 1'-0" 6 1 5 / 1 6 " ONE-PIECE RUBBER TREAD AND RISER RUBBER TRIM @ GWB ONLY 2X6 BLOCKING @ STUD WALL 5/8" GWBX 3/4" PLYWOOD RISER 1" RUBBER STRINGER 2X6 BLOCKING 1 3/4" X 11 7/8" LVL 2 LAYERS 3/4" PLYWOOD TREAD 5/8" GWBX 2X4 WOOD STUDS @ 1'-4" O.C. 5/8" GWBX ONE-PIECE RUBBER TREAD AND RISER 1 3/4" X 11 7/8" LVL 8" NEW CONC. FDN. WALL A 6.8 Sections New Basement Stair 100'-0" T.O. (X) FLOORING @ KITCHEN STORAGE 109'-3 3/4" T.O. (X) DECKING @ SECOND FLOOR 91'-0" T.O. (X) BASEMENT SLAB 1 1 3/8" = 1'-0" SECTION - NEW BASEMENT STAIR 6 3/8" = 1'-0" SECTION - NEW BASEMENT STAIR W1 1 2 3 (X) WOOD SIDING (X) CONCRETE FOUNDATION WALL CLEAN WHERE PREVIOUSLY BURIED PAINTED GWBX 4 NEW HSS COLUMN PER STRUCTURAL 5 NEW CONCRETE FOUNDATION WALL 6 LOCKING FLUSH ACCESS DOOR LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 91'-0" T.O. NEW SLAB = T.O. (X) BASEMENT SLAB 96'-10" T.O. FLOOR SH. @ LANDING = (X) COURTYARD + 2" VERIFY FIELD CONDITIONS EXPOSED CONCRETE AT NEW FDN. WALL 100'-0" T.O. (X) FIRST FLOOR UNDERPIN (X) FOUNDATION PER STRUCTURAL (X) MAKE-UP AIR LOUVER 100'-0" T.O. (X) FLOORING @ KITCHEN FIRST FLOOR UNDERPIN (X) FOUNDATION PER STRUCTURAL 2 3/8" = 1'-0" SECTION - NEW BASEMENT STAIR WINDOW PREVIOUSLY FILLED IN 2 1' - 9 " 3 R @ 7 " SAW CUT NEW OPN'G. IN (X) FDN. WALL GRIND & CHAMFER SAW CUT EDGE 100'-0" (X) FIRST FLOOR 91'-0" (X) BASEMENT = NEW SLAB @ STAIR 92'-9" NEW STAIR LANDING (X) DRYER VENT 2' - 0 " 3' - 0 " R. O . H T . 106'-10" T.O. LANDING @ NEW STAIR = (X) COURTYARD + 2" VERIFY IN FIELD NEW INSULATED STEEL DOOR & FRAME TO FIT NEW OPENING (X) ROOF(N) ROOF MATCH (X) FIXED LOUVER PER MECH. 4' - 1 " 7 R @ 7 " 5/8" GWBX @ UNDERSIDE OF STAIR 3' - 6 " • 5/8" MR GWBX @ STAIR • 2X4 WOOD STUD FURRING • 2X4 WOOD STUD WALL • 1/2" A/C PLYWOOD @ STORAGE W1 (X) CONC. SLAB @ KITCHEN 4 1 1/2" = 1'-0" SECTION - NEW BASEMENT STAIR TREAD & STRINGER 5 1 1/2" = 1'-0" SECTION - NEW BASEMENT STAIR TREAD AND RISER EXISTING KITCHEN STORAGE 3 3 TIE-IN NEW TPO TO (X) T&G ROOF 4 A6.7 3 A6.7 OPP. HAND 109'-3 3/4" T.O. (X) DECKING @ SECOND FLOOR W.P. 109'-5 1/4" T.O. PLATE SLOPE 1/4" : 12" 109'-9 1/4" T.O. PLATE 3 1 1/2" = 1'-0" SECTION - NEW BASEMENT STAIR TREAD & STRINGER 3 -4 - 5 - R4 R4 R4 109'-3 3/4" T.O. (X) DECKING @ SECOND FLOOR 3 NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents 2 2 3 C 3 A6.10 100''-0" T.O. (N) LOADING DOCK Plans - Loading Dock & Materials Lift A 6.9 LOADING DOCK 130 OFFICE 131 91'-0" T.O. (X) 4" SLAB - BASEMENT (X) CONC. FDN WALL 3'-0" x 8'-0" STEEL DOOR NEW WOOD FRAME WALL @ MATERIALS LIFT • CORR. METAL SIDING • 1/2" ZIP SHEATHING ALIGN F.O. SHEATHING W/ F.O. CONCRETE BELOW • 2 X 6 WOOD STUDS @ 1'-4" O.C. • 5/8" GYPSUM SHEATHING @ SHAFT INTERIOR (X) CONCRETE AREAWAY (X ) C O N C 8" 5' - 1 " 8" 8"4'-0"8" 2 3/8" = 1'-0" PLAN - LEVEL 1 1 3/8" = 1'-0" FOUNDATION LEVEL PLAN (X) S.O.G. @ DRIVEWAY ELEVATION 4 (X) COMPOSITE DECKING TO REMAIN (X) CONCRETE TO REMAIN (X) COMPOST BOX TO REMAIN 1'-2 1/2" V.I.F. ADD 5/8" GYPSUM SHEATHING TO F.O. (X) WALL DN 5'-8"6'-6"6'-6"6 1/4" 5' - 1 0 3 / 8 " 4' - 0 " LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 1 2 3 4 5 7 8 9 10 SAWCUT BROKEN EDGE OF (X) CONC. LOADING DOCK PLATFORM HSS 4 X 4 X 1/4 COLUMN - TYP FOR (6) HSS BEAM FALSE TREAD 4 4 1'-0"4'-7" 5 T @ 11" 1' - 0 " 4' - 7 " 5 T @ 1 1 " MCNICHOLS PERF-O-GRIP PLANK 2" X 12" X 6'-0" X 11 GA. GALV. STEEL 5 6 6 MCNICHOLS PERF-O-GRIP PLANK 2" X 12" X 10'-0" X 11 GA. GALV. STL. MCNICHOLS PERF-O-GRIP TREAD 1 1/2" X 12" X 3'-0" X 13 GA. GALV. STL. 7 7 4'-0" X 4'-0" X 4" SLAB ON GRADE STAIR LANDING - BROOM FINISH 8 8 8 GUARD RAIL: 3'-6" HIGH 8 9 9 F2.0 CONCRETE FOOTING 2'-0" X 2'-0" X 1'-0" THK. W/ (3) #5 EW BOT F2.0 F2.0 F2.0 F2.0 F2.0 F2.0 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 1 HSS 12x4x1/4 HSS 4x4x1/4 HSS 12x4x1/4 HSS 12x4x1/4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 L 6x4x1/2 L 6x4x1/2 L 6x4x1/2 X 6.10 1 6.10 5 13'-0"6'-0" HSS BELOW HSS BELOW HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 STEEL STAIR STEEL STAIR HS S 4 x 4 x 1 / 4 2' - 5 " 2" 2' - 5 " HS S 2 x 2 x 1 / 4 TY P . F O R ( 2 ) @ R A I L 2 A6.10 3 A6.10 8 A6.10 8 A6.10 SIM. 9 A6.10 9 A6.10 10 CANTILEVER HSS 4X4X1/4 BM. OVER TOP OF HSS COL. BELOW 12 HSS 2X2X1/4 GUARDRAIL POSTS WELDED TO T.O. HSS BEAM BELOW 12 12 C. SEE STRUCTURAL GENERAL NOTES AND TYPICAL DETAILS FOR ADDITIONAL SPECIFICATIONS RE: CONCRETE AND STRUCTURAL STEEL TY P E 1 TY P E 2 TY P E 3 TY P E 4 TY P E 5 TY P E 6 13 L 4X4X1/4 X 0'-3" 14 COL. HSS 4X4X1/4 15 BEAM HSS 4X4X1/4 16 BEAM HSS 12X4X1/4 17 BASE PLATE: PL 6" X 10" X 1/2" (2) 3/4" Ø ANCHOR BOLTS 18 GUARDRAIL TOP: HSS 2X2X1/4 3 3/4" = 1'-0" ELEVATIONS - HSS COLUMNS 19 GUARDRAIL TOP: HSS 4X2X1/4 1/4 4 6.10 3 A6.10 94'-4" 100'-0" 103'-6" 94'-4" 100'-0" 103'-6" COL - TYPE 1 COL - TYPE 2 COL - TYPE 3 COL - TYPE 4 COL - TYPE 5 COL - TYPE 6 SO U T H SO U T H SO U T H NO R T H N & S N & S 13 13 13 1313 13 13 13 13 13 13 13 13 13 14 14 14 14 14 14 15 15 15 15 151515 SO U T H SO U T H 1'-0" CANTILEVER N&S 16 16 16 16 16 16 1/4 TYP. 1/4 TYP. 18 APPROX. GRADE APPROX. GRADE 1/4 1/4 19 19 2 1 / 2 " TY P 2 1 / 2 " TY P 4 3s" = 1'-0" SECTION - MATERIALS LIFT ROOF TO (X) ROOF R1.1 CUT DOWN (X) CURB TO T.O. (X) PLYWOOD SHEATHING MOVE EXISTING ELECTRICAL CONDUIT AS REQUIRED NEW 5/8" GWBX (X) ROOF CONSTRUCTION SIMPSON H-3 (TYP.) • TPO ROOFING - FULLY ADHERED • 3/4" APA ROOF SHEATHING • 2X8 RAFTERS @ 1'-4" O.C. SIMPSON H-3 (TYP.) NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents A 6.10 Sections - Loading Dock & Materials Lift 1 3/8" = 1'-0" SECTION AT LOADING DOCK LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 1 2 3 4 5 7 8 9 10 11 12 13 14 SAWCUT BROKEN EDGE OF (X) CONC. LOADING DOCK PLATFORM HSS 4 X 4 X 1/4 COLUMN - TYP FOR (6) HSS 12 X 4 X 1/4 @ LOADING DOCK EDGE FALSE TREAD MCNICHOLS PERF-O-GRIP PLANK 2" X 12" X 6'-0" X 11 GA. GALV. STEEL 6 MCNICHOLS PERF-O-GRIP PLANK 2" X 12" X 10'-0" X 11 GA. GALV. STL. MCNICHOLS PERF-O-GRIP TREAD 1 1/2" X 12" X 3'-0" X 13 GA. GALV. STL. 4'-0" X 4'-0" X 4" SLAB ON GRADE STAIR LANDING - BROOM FINISH GUARD RAIL: 3'-6" HIGH F2.0 CONCRETE FOOTING 2'-0" X 2'-0" X 1'-0" THK. W/ (3) #5 EW BOT 4 3/8" = 1'-0" SECTION AT LOADING DOCK WWM 4 X 4 X W2.9 X W2.9 10 3/8" = 1'-0" SECTION AT LOADING DOCK ADJACENT TO MATERIALS LIFT 11 A6.10 6 A6.10 7 A6.10 10 A6.10 7 A6.10 5 A6.10 100'-0" (X) FIRST FLOOR 100'-0" (X) FIRST FL. = LOADING DOCK EXISTING FOUNDATION WALL HSS 4 X 4 X 1/4 BEAM LOADING DOCK BUMPER GLOBAL INDUSTRIAL #WB988026 BLIND BOLT TO HSS 94'-4" T.O. FOOTING 2 3/8" = 1'-0" SECTION - LOADING DOCK - EAST STAIR L 2 X 2 X 1/2 @ LOADING DOCK EDGE L 4 X 4 X 1/4 1/41/4 15 L 6 X 4 X 1/2 @ EDGE OF (X) DOCK BACK OF STAIR BEYOND 8 A6.10 DOCK BUMPER C. SEE STRUCTURAL GENERAL NOTES AND TYPICAL DETAILS FOR ADDITIONAL SPECIFICATIONS RE: CONCRETE AND STRUCTURAL STEEL 5 3/8" = 1'-0" ELEVATION - LOADING DOCK GUARDRAIL WWM 4 X 4 X W2.9 X W2.9 WWM 4 X 4 X W2.9 X W2.9 STAIR IN FOREGROUND GUARDRAIL 3 3/8" = 1'-0" SECTION - MATERIAL LIFT STEEL RAMP TO MATERIALS LIFT (BY MANUFACTURER) 91'-0" T.O. (X) FIRST FLOOR 100'-0" T.O. (X) FIRST FLOOR 109'-3 3/4" T.O. (X) ROOF DECK W.P. 109'-5 1/4" T.O. PLATE 109'-6 1/2" T.O. PLATE 4 A6.9 BITUMINOUS COATING AT ALL BELOW GRADE COLUMNS, BOLTS AND BASE PLATES 16 16 TYP. 8 1 1/2" = 1'-0" SECTION - LOADING DOCK SUPPORT9 1 1/2" = 1'-0" SECTION - LOADING DOCK EDGE 13 1 1/2" = 1'-0" SEC. - LOADING DOCK COLUMN 11 1 1/2" = 1'-0" SECTION - LOADING DOCK @ (X) CONCRETE12 1 1/2" = 1'-0" SECTION - LOADING DOCK @ (X) CONC. 5 65656 5 656 3 10 10 1/2" X 2" FLAT BAR SPACER 6 1 1/2" = 1'-0" SECTION - LOADING DOCK CONNECTION 2 213 13 L 8 X 4 X 1/2 X 0'-3" BRACKET13 2 L 6 X 4 X 1/2 SPANNING BETWEEN HSS BEAMS 3/4" Ø BOLT W/ ADHESIVE ANCHOR TO CONC. WALL 12 13 1/41/4 1/41/4 11 11 11 11 COPE ANGLE TO SIT ON HSS 5 6 15 L 8 X 4 X 1/2 X 0'-3" BRACKET 14 3/4" = 1'-0" ELEVATION - LOADING DOCK STAIR 7 3/4" = 1'-0" SECTION - LOADING DOCK STAIR - TYP. FOR (2) WWM 4 X 4 X W2.9 X W2.9 EDGE OF PORCH 3' - 6 " 96'-6" NEW SLAB @ LANDING - COURTYARD 6 R I D E R S @ 7 " ( M A X ) GRIND SMOOTH ENDS OF WWM WELD WWM AT OVERLAP W/ HSS GUARDRAIL FRAME GUARDRAIL FRAME HSS 1 1/2 X 1 1/2 X 3/16 1/4 TYP. 1/4" STIFFENER PL. 1/4" CLOSURE PL. TYP. 7 TYP. 1" 4" HIGH X 11 GA. GALV. STEEL PL. TO CLOSE RISER - BOLT TO BACK OF TREAD 2 7 / 8 " 100'-0" (X) FIRST FL. = LOADING DOCK MC12 X 14.3 TYP. MC12 X 14.3 TYP. 4 4 8 8 1'-0" 11" MANUF. STD. CARRIER PL. 1 1/4" Ø HANDRAIL BOTH SIDES 3' - 0 " NOTE: INSTALL T.O. NEW LANDING SLAB NO LOWER THAN ELEV. 96'-6". IF FIELD CONDITIONS SET LANDING HIGHER, ADJUST RIDER HEIGHT ACCORDINGLY. 3' - 0 " 3' - 6 " GU A R D R A I L HA N D R A I L NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 // crms.org 2/15/2024 100% Contract Documents 5.6 J.7 L K N M J.7 L K N M 2'4'8'1' LEGEND GENERAL NOTES 1 Plans - South Entry Porch & South Trellis A 6.11 1 3/8" = 1'-0" PLAN - SOUTH ENTRY PORCH & SOUTH TRELLIS INDICATES EXISTING STONE PAVERS NOM. 18" X 18" A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 2 3/8" = 1'-0" ROOF / FRAMING PLAN - SOUTH ENTRY PORCH & SOUTH TRELLIS F2.0 F2.0 F2.0 F2.0 F2.0 F2.0 F2.0 F2.0 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 HS S 3 1 / 2 X 3 1 / 2 X 1 / 4 EDGE OF NEW SOLID ROOF ABOVE 8' - 0 " 6" 12 ' - 0 " EDGE OF ROOF ABOVE 14'-0"14'-0" (9 ) H S S 4 X 2 X 1 / 4 " @ 1 ' - 4 " O . C . 7/8" X 2.66" X 22 GA. COLD-ROLLED CORRUGATED STEEL ROOFING CLEAN & PREP FOR NATURAL RUST FINISH BUTYL SEALANT TAPE @ OVERLAPS 7/8" X 2.66" X 22 GA. COLD-ROLLED CORRUGATED STEEL ROOFING CLEAN & PREP FOR NATURAL RUST FINISH BUTYL SEALANT TAPE @ OVERLAPS 11'-5" EDGE OF NEW GUTTER 12 ' - 3 1 / 2 " 8'-0" (5 ) H S S 4 X 2 X 1 / 4 " @ 2 ' - 8 " O . C . 3 1 / 2 " W 8 X 10 W 8 X 1 0 W 8 X 1 0 W 8 X 1 0 W 8 X 1 0 W 8 X 1 0 W 8 X 1 0 W 8 X 1 0 W 8 X 10 APPROX. EDGE OF IRRIGATION DITCH 1 6.12 1 6.12 C J T Y P . CJ TYP. 1'-0" X 1'-0" SLAB BLOCK OUT - TYP. 1' - 0 " 1' - 6 " TYPE A BRACKET TYPE A BRACKET TYPE A BRACKET TYPE B BRACKET TYPE B BRACKET TYPE B BRACKET TYP. FOR (2) WOOD SEAT FROM RE-PURPOSED GLU-LAM PLANTING BED CONC ASPHALT APPROX TREE SPREAD PLANTING BED 16'-0" C. SEE STRUCTURAL GENERAL NOTES AND TYPICAL DETAILS FOR ADDITIONAL SPECIFICATIONS RE: CONCRETE AND STRUCTURAL STEEL INDICATES NEW STONE PAVERS OR (S) PAVERS FROM PATHWAYS INDICATES BROOM FINISH CONC. WITH JOINTS AS INDICATED PLANTING BED PLANTING BED ROUGH GRADE TO ALLOW FOR 18" OF AMENDED TOP SOIL AS PROVIDED AND INSTALLED BY OWNER 6' - 2 " 4' - 6 " 1' - 6 " PLANTING BED ROUGH GRADE TO ALLOW FOR 18" OF AMENDED TOP SOIL AS PROVIDED AND INSTALLED BY OWNER Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents LEGEND GENERAL NOTES 1 BITUMINOUS COATING AT ALL BELOW GRADE COLUMNS, BOLTS AND BASE PLATES KEYNOTES Sections - South Entry Porch & South Trellis A 6.126 3/8" = 1'-0" SECTION - SOUTH TRELLIS INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 7 3/8" = 1'-0" SECTION - SOUTH ENTRY PORCH 110'-4 3/8" T.O. SHEATHING @ SECOND FLOOR 100'-0" T.O. CONC. SLAB @ FIRST FLOOR VESTIBULE 120'-11" T.O. SHEATHING @ MAIN ROOF W.P. T.O. STEEL = 111'-2" 1/2" PER FT. W.P. T.O. STEEL = 110'-8" W.P. 109'-9 5/16" W.P. T.O. STEEL = 108'-7" 97'-4" T.O. FOOTING 100'-0" T.O. CONC. SLAB @ (X) BUILDING 97'-7" T.O. FOOTING97'-4" T.O. FOOTING HSS 3 1/2 X 3 1/2 X 1/4 TYP. FOR (6) HSS 3 1/2 X 3 1/2 X 1/4 TYP. FOR (2) 1/2" PER FT. 1/4" PER FT.1/4" PER FT. 109'-3 3/4" T.O. (X) 2X6 WOOD ROOF DECK 5 1 1/2" = 1'-0" WALL BRACKETS FOR STEEL BEAMS @ PORCH & TRELLIS 2 3" = 1'-0" SECTION - SOUTH PORCH - WALL BRACKET CONNECTION 1 3/8" = 1'-0" SECTION - SOUTH TRELLIS - WALL BRACKET CONNECTION 3 A6.12 1 A6.12 3 A6.12 109'-3 3/4" T.O. (X) 2X6 WOOD ROOF DECK F5 F5 R3 R3 2 A6.12 C. SEE STRUCTURAL GENERAL NOTES AND TYPICAL DETAILS FOR ADDITIONAL SPECIFICATIONS RE: CONCRETE AND STRUCTURAL STEEL SEAT FROM SALVAGED GLULAM BEAM 5 1/4" X 21 1/8" 8 1 1/2" = 1'-0" DETAIL - SOUTH ENTRY PORCH BENCH 8 - 1 TYP. PLAN - TYPE "A" BRACKET PLAN - TYPE "B" BRACKET 1 1/2"7"7"1 1/2"1 1/2"3"3"1 1/2" FRONT ELEVATION - TYPE "A" BRACKET FRONT ELEVATION - TYPE "B" & "C" BRACKET 1 1 / 2 " 3" 1 1 / 2 " 6" 9" 1 1/2"6"1 1/2" 6" 1 1 / 2 " 3" 1 1 / 2 " 1'-5" 1 1/2"1 1/2" 1/2"4 1/2" 1 1/2" 1 1 / 2 " 3" 1 1 / 2 " 1 5/8" SIDE ELEVATION - TYPE "A" & "B" BRACKET 1/2"7 1/2" 1 1/2" 1 1 / 2 " 3" 1 1 / 2 " 1 5/8" SIDE ELEVATION - TYPE "C" BRACKET 13/16 Ø HOLE TYP. FOR STEEL TO STEEL 11/16" Ø HOLE TYP FOR STEEL TO WOOD CONNECTION 5/8" Ø BOLT 5/8" Ø BOLT (X) CONN.(X) CONN. 1' - 6 " 1/4 1/4 1/4 L 4 X 4 X 3/8" X 1'-6" TYP FOR (2) HSS COL.SALVAGED GLULAM BEAM 5 1/4" X 21 1/8" 1/2" Ø x 3" LAG SCREW (3) EACH END OF SEAT 4 1/2" 4 1/2" 1/2" SHEAR TAB HSS COL. C L BR A C K E T 6 1 / 2 " 6 1 / 4 " W.P. 108'-9 1/2" 4 1/2" 4 1/2" 1/2" SHEAR TAB HSS COL. 3 3/8" = 1'-0" SECTION - SOUTH TRELLIS 5 1 / 2 " C L BR A C K E T 1/ 4 " W.P. 110'-10 1/8" 1/2" W.P. 108'-6 1/2" 3/ 1 6 " C L BR A C K E T 108'-10 11/16" T.O. HSS COL. 4 3/8" = 1'-0" SECTION - SOUTH PORCH C L BR A C K E T W.P. 110'-7 1/16" 110'-7 1/16" T.O. HSS COL. 1 1 / 2 " 1 1 / 2 " 1 1/2" 13/16" Ø TYP. TYP. BOLT PATTERN @ BEAMS (2) 1 3/4" X 11 7/8" LVL BETWEEN WALL STUDS TYP. (2) LOCATIONS TYPE A OR B BRACKET AS REQUIRED TYPE C BRACKET 110'-4 3/8" T.O. SHEATHING @ SECOND FLOOR HEM 6" X 8" FLASHING 24 GA C.R. STEEL RUST FINISH 4" PL 1/2" x 4 1/2" x 7" SHEAR TAB 1 1 / 2 " 3" 1 1 / 2 " 6" 1 5/8" 1 1/2" 4 1/2" 3/16 3/16 5/8" Ø BOLT 5/8" Ø BOLTS Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents NOTES RE: DOORS & FRAMES 1. FIELD VERIFY ALL DOOR AND WINDOW OPENING DIMENSIONS PRIOR TO FABRICATION. 2. ALL TRANSITION STRIPS SHALL BE CENTERED ON THE DOOR LEAF, U.N.O. 3. ALL DOOR HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. 4. CONTRACTOR TO COORDINATE ALL HARDWARE KEYING WITH OWNER PRIOR TO PLACING ANY ORDERS. 5. PROVIDE 10" MIN. ADA BOTTOM RAIL @ ALL GLAZED DOORS. 6. PROVIDE ADA-COMPLIANT SILL @ ALL EXT. DOORS. Basement & 1st Floor Door Schedule A 7.1 AL WD ALUMINUM STOREFRONT WOOD GL1-FT GL2-FT HM 1/4" SINGLE GLASS - FULLY TEMPERED 1" INS. GLASS - LOW E - FULLY TEMPERED HOLLOW METAL STEEL FRAME - FULLY WELDED DOOR & FRAME LEGEND PB PARTICLEBOARD CORE (FORMALDEHYDE-FREE) GENERAL NOTES A. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. B. ROUGH OPENINGS FOR INTERIOR DOORS ADJACENT TO CORNERS SHALL BEGIN 3 INCHES FROM INSIDE OF CORNER, U.N.O. C. INTERIOR DOORS ARE IDENTIFIED BY THE NUMBER OF THE ROOM THEY SERVE. MULTIPLE DOORS SERVING A SINGLE ROOM ARE SHOWN BY "a" OR "b" AS NECESSARY. D. F.O. STUD = F.O. SLAB @ TYP. EXTERIOR WALL. E. CEILING HEIGHTS SHOWN ARE HEIGHT ABOVE FIRST FLOOR SLAB (100’-0”). 7. JAMB DEPTH = WALL THICKNESS (EXCLUDING EXTERIOR SIDING) TYPICAL DOOR & FRAME SCHEDULE DOOR/OPENING Mark From To Type Mat'l.Core No.Width Height Thk. DETAILS Head Jamb SillGLASS FRAME Type Mat'l.Glass FIRE RATING HDW. SET X-001 STORAGE 010 DOORNOMINAL DOOR SIZE BSMT STAIR 001 003 BSMT RECEIVING 003 STL POLYURETHANE 1 Ø 1 HM Ø3'-0"8'-0"1 3/4"LIFT 004 B STL 1 HM3'-0"1 3/4"STUDENT LAUNDRY 004 X-005 STORAGE 010 LAUNDRY MECHANICAL 005 006 LAUNDRY STAIR 006 1 HM3'-0"1 3/4"EXTERIOR 007 NOT USED X-008 STORAGE 010 STORAGE 008 X-009 STORAGE 010 010 X-011 STORAGE 010 BOILER ROOM 011 STORAGE 010 STAFF LOCKER ROOM 002X-002 BSMT RECEIVING 003 STORAGE 009 101a EAST PORCH 143 (EXTERIOR)D ALUM-CLAD WD 1 2 ALUM CLAD3'-0"1 3/4"DINING ROOM 101 101b 1 3'-0"1 3/4"DINING ROOM 101 102 NOT USED 103 SOUTH ENTRY HALL 103 C WD 2 3 6'-0" 8'-0"SOUTH VESTIBULE 104 104 SOUTH VESTIBULE 104 4 COVERED PORCH 105 105 106 107a HALLWAY/DISPLAY 113 A 1 73'-0"OFFICE 107 D 1 23'-0"1 3/4" 109a 1 110a OFFICE 109 B WD 1 1 HM7'-0"1 3/4"OFFICE 110 X-110b OFFICE 110 CLOSET 111 NOT USED NOT USED NOT USED 107b OFFICE 107 CLOSET 107d OFFICE 107 TRELLIS 108 (EXTERIOR) HALLWAY/DISPLAY 113 OFFICE 109 112a CLASSROOM 112WEST ENTRY HALL 115 X-112b CLASSROOM 112 CLOSET X-112c CLOSET 113-115 NOT USED 116a WEST ENTRY HALL 115 WEST VESTIBULE 116 116b WEST VESTIBULE 116 EXTERIOR 117a WEST ENTRY HALL 115 BOOKSTORE 117 117b RECEIVING 127 BOOKSTORE 117 118 BOOKSTORE 117 POST OFFICE 118 119 RECEIVING 127 BOOKSTORE STORAGE 119 120 NOT USED 121 NOT USED 122 INTERNAL MAIL 120 X-123 INTERNAL MAIL 120 X-124 X-125 X-126 RECEIVING 127 X-127 128 RECEIVING 127 129 130a RECEIVING 127 X-131 HOUSEHOLD JOBS 122 W.C. 123 W.C. 124 W.C. 125 W.C. 126 KITCHEN STORAGE 128 LOADING DOCK 130 (EXTERIOR) EAST PORCH 143 (EXTERIOR) X-132 133 NOT USED X-134 DISH RETURN 134 X-135a DINING ROOM 101 SERVERY 135 X-135b HALLWAY/DISPLAY 113 SERVERY 135 X-136 SERVERY 135 ELEC. CLOSET 136 X-137a BEVERAGES 137 PANTRY 138 SERVERY 135 X-137b BEVERAGES 137 NORTH PORCH 140 (EXTERIOR) 138 NOT USED 139 NOT USED 140 NOT USED 141a 141b 141c 2 TRELLIS 108 (EXTERIOR)109b OFFICE 109 1 21 3/4" 66'-0"8'-0" 2 5 WD 1 83'-0"8'-0" WD 1 HM1 3/4" WD 1 HM1 3/4" WD 1 HM1 3/4" WD 1 HM1 3/4" WD 1 HM1 3/4" 1 1 HM1 3/4" 1 103'-0"7'-8" WD 1 2'-6"6'-0"1 3/4" CLASSROOM 112 INTERNAL MAIL 120 INTERNAL MAIL 120 RECEIVING 127 HOUSEHOLD JOBS 122 KITCHEN 132 RECEIVING 127 DINING ROOM 131 NORTH STAIR 141 NORTH STAIR 141 NORTH STAIR 141 EXTERIOR CLOSET X-012 STORAGE 010 CLOSET B F 8'-0" 8'-0" D STL ALUM-CLAD WD 2 C 6'-0" 8'-0" WD A 1 3'-0"8'-0" 3'-0" 3'-0" 2 6'-0" C C 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-8" A F F F F F A A 1 11 1 7 1 1 1 1 1 1 1 3/4" ALUM-CLAD WD HM HMSTL HM WD HM HM HM HMWD A WD 7/A7.3 8/A7.3 9/A7.3 7/A7.3 8/A7.3 9/A7.3 ALUM-CLAD WD 10/A7.3 11/A7.3 12/A7.3 10/A7.3 11/A7.3 12/A7.3 ALUM CLAD ALUM CLAD ALUM CLAD 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 4/A7.3 5/A7.3 6/A7.3 1/A7.3 SIM 2/A7.3 SIM 3/A7.3 SIM 1/A7.3 2/A7.3 13/A7.3 1 3/4" 1 3/4" 1 3/4" 1 3/4" BSMT RECEIVING 003 1/A7.3 2/A7.3 3/A7.3STORAGE 010 P1.2 WALL TYPE ALIGN TOP OF DOOR FRAME W/ADJACENT WINDOW FRAME ALIGN TOP OF DOOR FRAME W/ADJACENT WINDOW FRAME ALIGN TOP OF DOOR FRAME W/ADJACENT WINDOW FRAME 7'-8 3/4" (see remarks) 1/A7.3 2/A7.3 13/A7.3 ALIGN TOP OF DOOR FRAME W/ADJACENT WINDOW FRAME 1/A7.3 2/A7.3 3/A7.3 8'-0" 1 3/4" 1 3/4" 1 3/4" HM D F 1 HM 14/A7.3 17/A7.3 6/A7.3 14/A7.3 17/A7.3 6/A7.3 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 F WD 1 3'-0"6'-0"1 3/4"1 HM 1/A7.3 2/A7.3 13/A7.3 1 1 HM8'-0"1 3/4"3'-0"1/A7.3 2/A7.3 3/A7.3 NOT USED WD 142 WD 1 Ø4'-0"7'-8"2 1/2"NORTH STAIR 141 TABLE & CHAIR STORAGE 142 G 9 NA 144 COLD STORAGE 144 EXTERIOR 145 STL 1 Ø3'-0"7'-0"1 3/4ROOT CELLAR 145 EXTERIOR F 1 HMINSULATED 1-HOUR STL 2 HM5'-0"8'-0"1 3/4"F 1 130b CONVEYOR (EXTERIOR)HOISTWAY STL 1 HM1 3/4"3'-0"8'-0"F 1 1/A7.3 2/A7.3 3/A7.3INSULATED INSULATED 107c OFFICE 107 CLOSET 7'-8 3/4" (see remarks) 7'-8 3/4" (see remarks) 7'-8 3/4" (see remarks) 7'-8 3/4" (see remarks) Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø GL2 GL3 GL3 GL2 GL1 GL1 GL1 GL1 GL1 GL1 GL3 GL3 INSULATED STL INSULATED STL INSULATED GL2 GL2 GL1 GL1 GL1 Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø FACTORY GL2 GL1 GL1 GL1 GL2 GL1 GL1 GL2 Jamb Depth 4 3/4" 4 3/4" NA NA 8 1/8" 6 3/4" 4 7/8" 6 3/4" NA NA FACTORY FACTORY FACTORY GL1 GL1 2 1/8" 2 1/8" 6 3/4" 8 1/8" 4 3/4" NA 4 7/8" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 5/8" 2 HM1 3/4"5'-8"7'-10"J 1GL2 Ø 8 1/8"STL INSULATED REMARKS NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES NO CHANGES UNDERCUT AS REQ'D FOR CONVEYOR RAMP VERIFY HEIGHT IN FIELD BARN DOOR HARDWARE EXISTING DOOR RE-LOCATED INTO EXISTING WALL NO CHANGES NO CHANGES NO CHANGES VERIFY HT. IN FIELD Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 8' - 0 " 8' - 2 1 / 2 " 2'-8"3'-0"3'-0"2'-0" NOTES RE: DOORS & FRAMES 1. FIELD VERIFY ALL DOOR AND WINDOW OPENING DIMENSIONS PRIOR TO FABRICATION. 2. ALL TRANSITION STRIPS SHALL BE CENTERED ON THE DOOR LEAF, U.N.O. 3. ALL DOOR HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. 4. CONTRACTOR TO COORDINATE ALL HARDWARE KEYING WITH OWNER PRIOR TO PLACING ANY ORDERS. 5. PROVIDE 10" MIN. ADA BOTTOM RAIL @ ALL GLAZED DOORS. 6. PROVIDE ADA-COMPLIANT SILL @ ALL EXT. DOORS. 2nd Floor Door Schedule Door Elevations A 7.2 AL WD ALUMINUM STOREFRONT WOOD GL1-FT GL2-FT HM 1/4" SINGLE GLASS - FULLY TEMPERED 1" INS. GLASS - LOW E - FULLY TEMPERED HOLLOW METAL STEEL FRAME - FULLY WELDED DOOR & FRAME LEGEND PB PARTICLEBOARD CORE (FORMALDEHYDE-FREE) 2"3'-0"2"7"2"EQUAL 2"EQUAL 2"EQUAL 2" 7' - 1 0 " 8' - 2 " 1 3 10 76 10 " FABC 1/4" = 1'-0" ELEVATIONS - DOOR TYPES 1/4" = 1'-0" ELEVATIONS - FRAME TYPES 8 5 8' - 3 " V . I . F . 4" 9'-6 3/4" V.I.F. EQUAL 6'-0"EQUAL 8' - 2 1 / 2 " 3" EQUAL 6'-0"EQUAL 9'-6 3/4" V.I.F. 2 1 / 2 " 16'-1 1/2" V.I.F. 3 1 / 4 " 6'-0" 8' - 2 " 4 2 1 / 2 " 6'-4" 2"6'-0"2" 9'-8" 1'-10"1'-10" ALIGN C OF DOORS 103 & 104LALIGN C OF DOORS 103 & 104L 8' - 0 " 2 1 / 2 " 4" 2' - 0 " 2" 2 8' - 2 1 / 2 " 6'-4" ALUM. CLAD DOOR FRAME ED 9 G 3/4" VERTICAL WOOD SIDING ON 1 3/4" THK DOOR 2' - 1 1 " ALUM CLAD WOOD 5'-4" VARIES H J DOOR & FRAME SCHEDULE - 2ND FLOOR DOOR/OPENING Mark From To Type Mat'l.Core No.Width Height Thk. DETAILS Head Jamb SillGLASS FRAME Type Mat'l.Glass FIRE RATING HDW. SET 201 NOT USED DOORNOMINAL DOOR SIZE H WD 1 1 HM1 3/4" F WD 2 Ø HM1 3/4" F WD 1 Ø HM1 3/4" 202a SOUTH LOUNGE 211 SCREENING/MTG ROOM 202 202b GAMING AREA 217 SCREENING/MTG ROOM 202 203a STORAGE 203 204 GAMING AREA 207 ADA W.C. 204 205 KITCHENETTE 206 JANITOR 205 206 KITCHENETTE 206 207 NOT USED 208 209a 209b EAST LOUNGE 209 EAST DECK 210 210 211 NOT USED 212 SOUTH LOUNGE 211 SOUTH DECK 212 SCREENING/MTG ROOM 202 GAMING AREA 207 NOT USED EAST LOUNGE 209 EAST DECK 210 H WD 1 HM3'-0"1 3/4" F WD 1 Ø HM1 3/4" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0"8'-0" NOT USED A ALUM-CLAD WD 1 1 ALUM CLAD3'-0"8'-0"1 3/4" 1 3'-0"8'-0"1 3/4"A ALUM-CLAD WD 1 A 1 13'-0"8'-0"1 3/4"ALUM-CLAD WD A WD 8 HM 1 1 1 1 WOOD PANEL typ. 10/A7.3 11/A7.3 12/A7.3 1/A7.3 2/A7.3 3/A7.3 10/A7.3 11/A7.3 12/A7.3 10/A7.3 11/A7.3 12/A7.3 1 3/4"1 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 1/A7.3 2/A7.3 3/A7.3 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" F STL 1 Ø HM1 3/4"203b EXTERIORSTORAGE 203 3'-0"1 1/A7.3 2/A7.3 3/A7.38'-0"INSULATED GL1 GL1 Factory Jamb Depth Ø Ø Ø Ø GL1 GL1 Factory Factory ALUM CLAD ALUM CLAD Ø Ø Ø NA NA NA 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 6 3/4" GL1 Ø Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 4" 7/8" 1/2 " HEM Door Details A 7.3 2" 10 3" = 1'-0" 11 3" = 1'-0" 16 3" = 1'-0" P1.1 7 3" = 1'-0" HEAD SECTION DETAIL - ALUM. CLAD - OUTSWING 13 3" = 1'-0" SILL SECTION DTL - H.M. FRAME @ FLOOR 4 3" = 1'-0"1 3" = 1'-0" HEAD SECTION DTL - INTERIOR H.M. FRAME 8 3" = 1'-0"5 3" = 1'-0"2 3" = 1'-0" JAMB PLAN DTL - INTERIOR H.M. FRAME 3 3" = 1'-0" SILL SECTION DTL - INTERIOR H.M. FRAME JAMB PLAN DETAIL - ALUM. CLAD - OUTSWING 9 3" = 1'-0" SILL SECTION DETAIL - ALUM. CLAD - OUTSWING HEAD SECTION DTL - EXTERIOR H.M. FRAME JAMB PLAN DTL - EXTERIOR H.M. FRAME 6 3" = 1'-0" SILL SECTION DTL - EXTERIOR H.M. FRAME HEAD SECTION DETAIL - ALUM. CLAD - INSWING JAMB PLAN DETAIL - ALUM. CLAD - INSWING SILL SECTION DETAIL - ALUM. CLAD - INSWING123" = 1'-0" W2 W2 W2 PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING WOOD JAMB EXTENSION (GWB WRAP @ GWB WALL) NAILING FLANGE SEALANT and BACKING ROD PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING PER INTERIOR ELEVATIONS: • 5/8" GWBX OR • 5/8" A/C PLYWOOD • 3/4" WOOD BOARD PANELING 15 3" = 1'-0" JAMB PLAN DETAIL - ALUM. CLAD - OUTSWING / WINDOW 16 3" = 1'-0" SILL SECTION DTL - H.M. MULLION 24 GA METAL HEAD FLASHING W/ HEMMED EDGE SEALANT and BACKING ROD WOOD JAMB EXTENSION F6 RUN TPO UNDER THRESHOLD ADA COMPLIANT ALUMINUM THRESHOLD ADA COMPLIANT ALUMINUM THRESHOLD SEALANT 3" HOLLOW METAL DOOR FRAME DOOR PER SCHEDUE STRUCTURAL STEEL COLUMN WINDOW FRAME CL SILL BELOW FINISHED FLOOR WOOD JAMB EXTENSION SILL BELOW HOLLOW METAL DOOR FRAME DOOR PER SCHEDULE TRANSITION STRIP BETWEEN DISSIMILAR SURFACES FLOOR PER FINISH SCHEDULE HEADER PER STRUCTURAL DRAWINGS (TYPICAL) INSWINGING ALUMINUM CLAD WOOD DOOR OUTSWINGING ALUMINUM CLAD WOOD DOOR WALL TYPE P1.1 SHOWN (2X4 WALL STUDS). WALL TYPE P1.2 MAY OCCUR (2X6 WALL STUDS) EXISTING 3 1/8" GLB HMTL SINGLE RABBET DOOR FRAME 14 3" = 1'-0" HEAD SECTION DTL - H.M. FRAME @ GLB 17 3" = 1'-0" HEAD SECTION DTL - H.M. FRAME @ GLB 108'- 2 3/4" B.O. BEAM 108'- 0" T.O. DOOR 1/ 4 " P1.2 1/ 4 " T Y P CL DOOR FRAME & GLB ABV ANCHOR RECEIVER TO FLOOR PER MFRF INSTRUCTIONS SEALANT INTERIORINTERIOR EXTERIOREXTERIOR 2"2" EXISTING CONCRETE FDN 107'-10 1/2" (V.I.F.) T.O. DOOR EXISTING 7"W GLB HMTL DOOR FRAME HEAD SECTION DTL - INTERIOR H.M. FRAME HMTL STOP GLAZING TAPE 1/4" TEMPERED GLAZING SEALANT BEAD 1/25/24 80% Construction Documents ADA COMPLIANT ALUMINUM THRESHOLD STONE FLOORING JAMB DEPTH 1/2" BACKBEND TYP JAMB DEPTH = WALL THICKNESS (EXCLUDING EXTERIOR SIDING) TYPICAL JAMB DEPTH = WALL THICKNESS (EXCLUDING EXTERIOR SIDING) TYPICAL SHEET METAL HD FLASHING 02/15/24 100% Contract Documents 4" 10 " 10 " Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development 02/15/24 100% Contract Documents WINDOW SCHEDULE Bar Fork DETAILSFRAME SIZE 6'-7"6'-0"6'-0"6'-0"6'-0"6'-7" 12'-8 1/4" 6'-7"6'-1 1/4" EXISTING WINDOWS A B C D E F WOOD/ALUMINUM CLAD MARK MATERIAL A PELLA MANUFACTURER/MODEL GLAZING HEAD JAMB SILL REMARKS B C D E F G H J K L M N O WOOD/ALUMINUM CLAD U-VALUE WOOD/ALUMINUM CLAD WOOD/ALUMINUM CLAD WOOD/ALUMINUM CLAD WOOD/ALUMINUM CLAD P Q OPERATION FIXED FIXED -CASEMENT CASEMENT CASEMENT WOOD/ALUMINUM CLAD WOOD/ALUMINUM CLAD .29 .29 .29 .29 .29 .29 .29 .29 .29 .29 .29 WIDTH HEIGHT 3’-5”6’-1” 3’-6”6’-1” 2’-1”6’-1” 1’-9”6’-1” 1’-9”6’-1” 6’-1” 1’-9”5’-5” 1’-9”4’-11” WOOD/ALUMINUM CLAD FIXED FIXED 1’-9” FIXED FIXED 4’-5”6’-1” WOOD/ALUMINUM CLAD WOOD/ALUMINUM CLAD WOOD/ALUMINUM CLAD 4’-11”6’-1” FIXED FIXED G H K ML 2’-11”5’-5” 7’-11”2’-1” FIXED FIXED WOOD/ALUMINUM CLAD 3’-0”5’-6” I NOT USED J N STOREFRONT STOREFRONT CASEMENT P Q 37’-2”4’-2”FIXED 12’-8”4’-2”FIXED VERIFY DIMENSIONS IN FIELD VERIFY DIMENSIONS IN FIELD X1 WOOD/ALUMINUM CLAD CASEMENT - PAIR 3’-6”5’-5” X1 X2 FIXED X2 WOOD/ALUMINUM CLAD 3’-6”5’-5” EXISTING WINDOW TO BE REMOVED & RELOCATED, NOTE B EXISTING WINDOW TO BE REMOVED & RELOCATED, NOTE B PELLA PELLA PELLA PELLA PELLA PELLA PELLA PELLA PELLA PELLA PELLA PELLA KAWNEER KAWNEER EXISTING EXISTING Window Schedule & Elevations A 7.4 4/A7.5 5/A7.5 6/A7.5 1/A7.5 2/A7.5 3/A7.5 7/A7.5 8/A7.5 9/A7.5 7/A7.5 8/A7.5 9/A7.5 10/A7.5 11/A7.5 12/A7.5 10/A7.5 11/A7.5 12/A7.5 .29 MULLED UNIT WITH K MULLED WITH F ABOVE R MULLED UNIT WITH J K FK MULLED UNIT WITH K MULLED WITH E ABOVE SINGLE UNIT + L2 WOOD/ALUMINUM CLAD .292’-11”6’-1”FIXEDPELLA L2 2’-5”5’-5”FIXEDPELLA WOOD/ALUMINUM CLAD NOTES A AND C GENERAL NOTES: EXISTING WINDOWS ARE PELLA WOOD/ ALUMINUM CLAD WITH INSULATED GLAZING. ALL NEW WOOD CLAD WINDOWS EXCEPT ‘M’ UNITS ARE TO BE PELLA LIFESTYLE SERIES, STANDARD CLADDING COLOR, CLEAR FINISH. PROVIDE SCREENS AT ALL OPERABLE UNITS. ‘M’ UNITS TO BE PELLA RESERVE ALL WINDOWS HAVE WOOD SILL INSIDE, WHETHER IN WOOD PANELING OR DRYWALL. DRYWALL RETURN AT HEAD AND SILL, TYP. 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 NOTE B A. EXISTING WINDOW FRAMES APPEAR TO BE 5'-5" TALL. WINDOW 'I' NEEDS TO MATCH THIS HEIGHT. PLEASE VERIFY AS THIS IS NOT A STANDARD UNIT DIMENSION. B. RE: 13 AND 14 / A7.5 FOR JAMB TO JAMB DETAIL AT NEW FRAMING AND NEW FRAMING WITH STEEL COLUMNS. C. RE: DTL 17 & 18 / A7.5 FOR ADJACENT PIPE CHASE I NOTES: MULLED UNIT PELLA RESERVE SERIES 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 1/A7.5 2/A7.5 3/A7.5 R 2’-8”6’-1”CASEMENTWOOD/ALUMINUM CLAD PELLA .29 .29 1/A7.5 2/A7.5 3/A7.5 .29 .24 .24 R 4' - 2 " 4' - 2 " Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 1/25/24 80% Construction Documents 02/15/24 100% Contract Documents 5 1 / 2 " 5 1/2" 3 1 / 2 " Window Details A 7.5 1 3" = 1'-0" HEAD SECTION DETAIL - ALUMINUM CLAD 4X4 WOOD CORNER POST ICE and WATER SHIELD 24 GA. BREAK METAL 1/2' PLYWOOD STOREFRONT WINDOW SYSTEM BACKER ROD and SEALANT SHIM AS REQUIRED 3/4" WOOD SILL W/EASED EDGE 1/2" 6" FRAME-TO-FRAME STEEL COLUMN (SEE STRUCT) 3/4" PLYWOODLINE OF SILL BELOW ALUMINUM HEAD FLASHING WOOD SIDING PER ELEVATIONS METAL SIDING PER ELEVATIONS ALUMINUM FLASHING W/HEM BACKER ROD and SEALANT LINE OF SILL BELOW GWB RETURN grid line 2 3" = 1'-0" JAMB PLAN DETAIL - ALUMINUM CLAD 10 3" = 1'-0" HEAD SECTION DETAIL @ CUPOLA- STOREFRONT 3" = 1'-0" JAMB PLAN DETAIL @ CUPOLA- STOREFRONT 3 3" = 1'-0" SILL SECTION DETAIL- ALUMINUM CLAD93" = 1'-0" METAL SIDING PER ELEVATIONS ALUMINUM FLASHING W/HEM BACKER ROD and SEALANT 1X4 NOMINAL WOOD TRIM ROUTED TO RECEIVE PANEL 3/8" EXT GRADE PLYWOOD PANEL, SEMI-SOLID STAIN 3/4" WOOD SILL W/EASED EDGE 1/2" 6" FRAME-TO-FRAME 5/8" PLYWOOD LINE OF SILL BELOW 5/8" PLYWOOD 4 3" = 1'-0" HEAD SECTION DETAIL - ALUMINUM CLAD 5 3" = 1'-0" JAMB PLAN DETAIL - ALUMINUM CLAD 6 3" = 1'-0" SILL SECTION DETAIL- ALUMINUM CLAD SEALANT and BACKER ROD METAL SIDING PER ELEVATIONS ALUMINUM FLASHING W/HEM BACKER ROD and SEALANT 14 3" = 1'-0" JAMB-TO-JAMB SECTION DETAIL- ALUMINUM CLAD 13 3" = 1'-0" JAMB-TO-JAMB SECTION DETAIL- ALUMINUM CLAD SEALANT and BACKING ROD 5/8" GWBX 12 3" = 1'-0" SILL SECTION DETAIL @ CUPOLA - STOREFRONT 11 W-7 RE: SHEET A 5.8 FOR EXTENDED DRIP EDGE WOOD SIDING PER ELEVATIONS SEALANT and BACKING ROD SILL SECTION DETAIL @ CUPOLA - STOREFRONT 3" = 1'-0" JAMB PLAN DETAIL @ CUPOLA- STOREFRONT8 7 3" = 1'-0" HEAD SECTION DETAIL @ CUPOLA- STOREFRONT (2) LAYERS 3/4" PLYWOOD 5/8" GWB (2) LAYERS 3/4" PLYWOOD 5/8" GWB 3/4" WOOD BOARD SIDING 3/4" WOOD BOARD SIDING (2) LAYERS 3/4" PLYWOOD 3/4" WOOD BOARD SIDING RETURN ALUMINUM HEAD FLASHING SEALANT and BACKING ROD SEALANT and BACKING ROD 1X6 NOMINAL WOOD TRIM 15 1/2" = 1'-0" ELEVATION INTERIOR- GANGED ALUMINUM CLAD 1 X 6 NOM. BASE @ WINDOWS ONLY 1 16 1/2" = 1'-0" ELEVATION EXTERIOR- GANGED ALUM. CLAD WD. 3 2 1 X 6 NOM WOOD CASING @ BOTH GWB WALLS AND WALLS TO RECEIVE WOOD PANELING 3/8" INTERIOR GRADE PLYWD., STAIN SIMILAR TO CASINGS 3 1 / 2 " 3 1 FLUSH HORIZONTAL WOOD TO FINISHED SOFFIT 2 GWB OR WOOD PANELING PER INTERIOR ELEVATIONS AND FINISH PLANS CLEAR FINISH ON ALL WOOD CASING GEL STAIN FINISH ON PLYWOOD END OF BANQUETTE 1 1/2” = 1'-0"18 PLAN DETAIL @ DINING DOORS - BANQUETTE / LATCH SIDE OVERHEAD GLU-LAM FINISHES TO BUTT INTO BEAM ABOVE. PIPES FROM ABOVE CLEAR BEAM TO THE RIGHT. SEAT SLOPED BACK SEAT SLOPED BACK HINGE SIDE / BANQUETTE SHADING INDICATES SEMI SOLID STAIN PRE-FINISHED WOOD 17 1 1/2” = 1'-0" PLAN DETAIL @ DINING DOORS - HINGE SIDE / BANQUETTE CHASE FOR SUPPLY AND RETURN OF INSULATED HYDRONIC PIPING FROM ABOVE. 11 " 5 1/2"1 1/4"1'-0 3/8"1/4" OUTSWING PATIO DOOR Colorado Rocky Mountain School 970.963.2562 // crms.org Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development 02/15/24 100% Contract Documents Roof Opening Details A 7.6 1 2 3 DRYWALL CORNER BEAD 4 5 6 LEGEND GENERAL NOTES KEYNOTES INDICATES EXISTING BUILDING ELEMENTS A. B. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. SEE SHEET A5.2 FOR INTERIOR PARTITIONS AND FIRE-RATED ASSEMBLIES. 3 SECTION - MAIN STAIR SKYLIGHT [RE-USE SALVAGED EXISTING SKYLIGHT] 1 1/2" = 1'-0" 110'-5" T.O. FIN. FLOOR INSULATED ROOF HATCH (SHOWN CLOSED) W/ PRE-PAB. INSULATED CURB 1 1/4" SQ. SERRATED RUNGS @ 12" O.C. FIXED ALUMINUM LADDER 12'-3 1/2" LONG - V.I.F. INTERMEDIATE BRACKET PROVIDE SOLID BLOCKING TOP BRACKET PROVIDE SOLID BLOCKING AT CURB MANUF. STD FLOOR BRACKET WOOD CURB 2x4 @ 1'-4" O.C. INSULATED CARRY ROOFING MEMBRANE UP ROOF HATCH CURB R-1 F-8 1'-6 3/8" SAFETY POST NO SCALE [BASED ON BILCO TYPE RL-S]2 ROOF HATCH RAIL SYSTEM 1 SECTION - ROOF ACCESS HATCH 3/4" = 1'-0" [BASIS OF DESIGN: BILCO TYPE S-50TB] (X) GLULAM BEAM - TYP. 120' 11" T.O. SHEATHING 1' - 2 " 120'-11" T.O. SHEATHING • TPO ROOFING MEMBRANE • 2" ZIP INS. SHEATHING [R-9] [WRB + AB + TI] • 2X4 WOOD STUDS @ 1'-4" O.C. • 3 1/2" B.I.B. INSULATION • "MEMBRAIN" SMART VAPOR RETARDER • 5/8" GWBX 2 6 42 42 R2 C4 1' - 9 1 3 / 1 6 " 3'-0 3/4" R.O. 4'-1 1/2" VERIFY FRAME DIMENSION OF EXISTING UNIT SKYLIGHT GWBX 4"4" DRYWALL J-BEAD 5/8" CLEARANCE BETWEEN CURB AND UNIT SKYLIGHT FRAME 1 1 22 33 Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 2'4'8'1' 10/23/23 100% Design Development Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 02/15/24 100% Contract Documents faculty student 9 9 9 9 3 9 CL 11 13 14 -12 9 10 8 -15 7 3 8 -15 6 7 A8.4 2'-0" 4'-6" 8' - 2 3 4" 11 3 8" Interior Elevations A 8.1 HALL 113 - SOUTH 1/4” = 1'-0"1 GALLERY 111 - EAST 1/4” = 1'-0"2 INTERNAL MAIL 120 - NORTH 1/4” = 1'-0"9 ENTRY HALL 115 / VESTIBULE 116 - SOUTH 1/4” = 1'-0"5 CROSSING 114 / POST OFFICE - WEST 1/4” = 1'-0"8VESTIBULE 116 / ENTRY HALL 115 / CROSSING 114 - NORTH 1/4” = 1'-0"7 HALL 113 - NORTH 1/4” = 1'-0"16 OFFICE 109 - WEST 1/4” = 1'-0"17 ENTRY HALL 115 - WEST 1/4” = 1'-0"6 RELOCATE (X) MAILBOXES RE-FINISH AND RE-LOCATE (X) MAIL DROP NEW GLAZED HM SYSTEM WITH SPANDREL PANEL AT BOTTOM TACKABLE PANELS, WALL FURRED OUT TO CONCEAL HYDRONIC PIPING BEHIND HYDRONIC HEAT (X) REDWOOD TO REMAIN, SAND AND REFINISH (X) REDWOOD TO REMAIN, SAND AND REFINISH (X) REDWOOD TO REMAIN, SAND AND REFINISH (X) REDWOOD, SAND AND REFINISH NEW HM ENTRY ART DISPLAY NEW MAIL SORTING COUNTERTOP TACKABLE PANELS CROSSING 114 - EAST 1/4” = 1'-0"15 SALVAGED REDWOOD, TYP. FOR (3) SIDES RE-LOCATE EXISTING STUDENT MAIL CASEWORK RE-FINISH BASE RE-LOCATE (X) FACULTY MAILBOXES. RE-FINISH BASE. 1 X WOOD END TRIM, TYP. FOR (2) 1 1 / 2 " 2' - 1 0 " LOCKERS 121 - NORTH 1/4” = 1'-0"11 GWB GWB GWBGWB (X) 4 X 4 POST, V.I.F. 2' - 8 " GWB A&M COUNTER SUPPORT 12" X 12" SURFACE MOUNT, SCREW INTO SOLID BACKING RE-LOCATE (X) COUNTER FROM THIS ROOM AND MODIFY LENGTH AS NECESSARY NEW SURFACE MTD. COUNTER SUPPORTS (2) 5' USB / POWER STRIPS OFFICE 110 - EAST 1/4” = 1'-0"20 (X) GWBNEW GWB NEW GWB GWB 2' - 8 " MAIL / LOCKER AREA - ENLARGED PLAN 1/4” = 1'-0"22 1 X 2 3/4" TRIM, PAINT TO MATCH WALL 3"3'-2"1'-6 5/8" 4'-10"3 1 2" 2'-2 3 4"3" 3 1 2" 2'-8"3 1 2"4'-9" 3 1 2" 9' - 4 " 2' - 3 3 8" 1' - 1 0 " 4'-4"4'-4" 1' - 9 " 3 1 2" 1' - 8 " 7' - 2 " 1' - 8 1 2" REMOVE PAINT, CLEAN MASONRY REDWOOD PANELLING FROM SCRAP NEW CABINET HEATER WOOD ROD AND COMBI-CORE SHELF LOCKERS BY OWNER REMOVE (X) PLYWD & TRIM, PATCH AND REPAIR REDWOOD FROM SCRAPS SALVAGED REDWOOD 6 1 2"3'-2"1'-1 5 8" 15'-4"5 1 2" 3'-6" TS COL. V.I.F. NEW DOOR, OPENING RE-FRAMED CASEWORK INSERT WITH SLIDING GLASS DOORS GWBGWB HYDRONIC BASEBOARD TACKABLE PANELS, TYP OPEN END OF DISPLAY CASE GWB GWB NOTE: SAME SHELVES IN OFFICE 107 COMBI-CORE OPEN SHELF, EXPOSED EDGES SPRINKLER PIPE MAIN 9' - 2 1 8" 8' - 2 7 8" 11 3 8" XA8.6 7' - 0 " 1 1 2" 1 1 2"1 X 1/2" TRIM, PAINT TO MATCH WALL 7' - 0 " 5' - 6 " GALLERY 111 - SOUTH 1/4” = 1'-0"3 GALLERY 111 - WEST 1/4” = 1'-0"4 INTERNAL MAIL 120 - SOUTH 1/4” = 1'-0"10 LOCKERS 121 - EAST 1/4” = 1'-0"12 LOCKERS 121 - SOUTH 1/4” = 1'-0"13 LOCKERS 121 - WEST 1/4” = 1'-0"14 OFFICE 109 - SOUTH 1/4” = 1'-0"18 OFFICE 109 - PARTIAL EAST 1/4” = 1'-0"19 OFFICE 110 - NORTH 1/4” = 1'-0"21 SPRINKLER PIPE MAIN STONE FIREPLACE TO REMAIN. CLEAN ALL EXPOSED MASONRY. GWB POST OFFICE 118 HOUSEHOLD JOBS 122DAY STUDENT LOCKERS 121 INTERNAL MAIL 120 114 CROSSINGART DISPLAY COMBI-CORE COUNTER (1) SURFACE MTD. BRACKET 1 x 4 POPLAR CLEAT - EXTEND TO DOOR FRAME, PAINT SAME AS WALL 2' - 6 " 2' - 0 " 1' - 3 " 6" 6" 1' - 0 1 2" 4" 1 1 2" - A8.6 JEWELRY DISPLAY CASE BY OWNER, fSURFACE MOUNT GWB, ACCENT PAINT GWB, ACCENT PAINT LEGEND NEW OR SALVAGED REDWOOD PLYWOOD PANEL COMBI-CORE ADJUSTABLE SHELVES, 1 1/2" THK. on 5'-0" STANDARDS 1' - 6 " 5' - 0 " 2' - 1 0 " 2' - 8 " 4' - 4 " 1 X 4 PAINTED TO MATCH WALL EQ 1' - 4 " EQ ADA COMPLIANT SIGN, TYP. @ ALL PUBLIC ROOMS Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 2'4'8'1' Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents Interior Elevations A 8.2 CL G 100'-0" T. STONE 110'-5" T/ PLY 100'-0" T. STONE 110'-5" T/ PLY CL 10 ' - 5 " 6 7 8 107.2 D J G10 Colorado RockyMountain School 970.963.2562 // crms.org 2' - 1 0 " 5' - 0 " 2/15/24 7' - 0 " 5 1 / 2 " MAIN STAIR 106 / ENTRY 103 - WEST 1/4” = 1'-0"5 1/4” = 1'-0"1 GAME AREA 207 / ALCOVE 139 - EAST WROUGHT IRON DONOR RECOGNITION SCREEN STAIR BEYOND NEW BANQUETTE SEATING MASONRY WALL WITH BENCH, SHALLOW RECESS AND OPENINGS FOR REETURN AIR MADE OF RE-PURPOSED FLAGSTONE FROM DEMOLISHED FIREPLACE. RE: A4.3 DINING HALL 101 / ALCOVE 102 / LOUNGE 211 / LOUNGE 209 - SOUTH 1/8" = 1'-0"7 DINING HALL 101 / LOUNGE 209 - EAST 1/8" = 1'-0"2 RE-INSTALL WHITAKER COAT HOOK BAR DINING HALL 101 / ALCOVE 102 / ALCOVE 139 / LOUNGE 211 / GAME AREA 207 - WEST 1/4” = 1'-0"6 1/4” = 1'-0"8 DINING HALL 101 / ALCOVE 139 / GAME AREA 207 - NORTH STEEL COLUMN STL. BM STEEL COLUMNS ALCOVE 102 - EAST 1/8" = 1'-0"3 HYDRONIC BASEBOARDTV / WIFI SECOND FLOOR FIRST FLOOR SIDE OF ALCOVE WORK COUNTER @ LOW WALL BOUNDING MAIN STAIR 1/4” = 1'-0"4 MAIN STAIR 106 / ENTRY 103 - SOUTH 1 X 6 SHIP-LAPPED HORIZ. REDWOOD WITH NICKEL GAP BANQUETTE GENERAL NOTES (This Sheet Only) PROVIDE WOOD BLOCKING FOR ALL CASEWORK ALL BASEBOARD THIS SHEET TO BE 1 X 6 PAINTED POPLAR STEEL COLUMN DROP BEAM OPEN TO STAIR OPEN TO NOOK STEEL COLUMNS STEEL COLUMNS 2' - 1 0 " 8" 7' - 0 " COMBI-CORE BASE LIVINGSTONE COUNTER 1X4 REDWOOD 1X4 REDWOOD (X) VERTICAL WOOD TO REMAIN ASSUME NEW STAIN 1X4 REDWOOD 1X4 REDWOOD (X) 1X4 REDWOOD RE-PURPOSED FIREPLACE SCREEN FLAT SCREEN TV RAILING SIMILAR TO ATRIUM RAIL OPEN TO STAIR 1X4 REDWOOD BENCH BANQUETTE WD GWBGWB GWB GWB GWB GWBGWBGWB STAINLESS STEEL COUNTER REDWOOD TRIM 5 1/2" 3 1 / 2 " 2' - 1 0 " 3' - 6 " Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com 10/23/23 100% Design Development 02/15/24 100% Contract Documents 6' - 8 " 4' x 8' WHITE BOARD 3' - 0 " Colorado RockyMountain School 970.963.2562 // crms.org 6' - 1 0 " Interior Elevations A 8.3 MEETING / SCREENING ROOM 202 - SOUTH 1/4” = 1'-0"1 NORTH LOBBY 201 - WEST 1/4” = 1'-0"5 OPEN TO DINING ROUGH IN FOR TV / WIFI RAILING WITH WORK COUNTER RAILING WITHOUT WORK COUNTER ELEVATOR DOOR LOCKABLE DRAWER AND LOWER CABINET ONLY GWB GWB NOOK - NORTH 1/4” = 1'-0"9 ROOM 202 - WEST 1/4” = 1'-0"2 ROOM 202 - NORTH 1/4” = 1'-0"3 ROOM 202 - EAST 1/4” = 1'-0"4 8' - 0 " GWB 3 A4.3 LOBBY 201 - NORTH 1/4” = 1'-0"6 LOBBY 201 - EAST 1/4” = 1'-0"7 LOBBY 201 - SOUTH 1/4” = 1'-0"8 NOOK - EAST 1/4” = 1'-0"10 NOOK - SOUTH 1/4” = 1'-0"11 NOOK - WEST 1/4” = 1'-0"12 VESTIBULE 104 - NORTH 1/4” = 1'-0"13 SO. ENTRY 103 / VESTIBULE 104 - EAST 1/4” = 1'-0"14 VESTIBULE 104 - SOUTH 1/4” = 1'-0"15 VESTIBULE 104 - WEST 1/4” = 1'-0"16 BOOKSTORE 117 - NORTH 1/4” = 1'-0"17 BOOKSTORE 117 - WESTBOOKSTORE 117 - EAST 1/4” = 1'-0"18 BOOKSTORE 117 - SOUTH 1/4” = 1'-0"19 1/4” = 1'-0"20 PROVIDE 4' X 6' WIDE WHITE BOARD WOOD SILL GWB GWBGWB GWB WOOD SILL 3' - 6 " 2' - 1 0 " 5/4 X 6 1/4" WOOD CAP, CLEAR FINISH. O/ 1/4" PAINTED HARDBOARD SPACER SIM. DTL. 3 / A6.6 1 X 4 WOOD PANELING FIN. PLYWD. PANELLING PLYWOOD @ RETURN 1 X WOOD END TRIM 2' - 1 0 " 5' - 2 " EXPOSED END GRAIN OF COMBI CORE, TYP. (3) WD. PANELS TO MATCH CASEWORK, 1/4" REVEAL AT SIDES, PAINT SUBSTRAIT BLACK AT REVEAL 1 1 2" 6" 1' - 9 " 5 1 2" RETURN @ KICK, BASE AND KICK 1 X 6 PAINTED WOOD SIDE END OF CASEWORK 4' X 8' SLATWALL 1" 'U' SHAPED END PIECES 4" RUBBER BASE BOOKCASES BY OWNER GWB / ACCENT PAINT GWB / ACCENT PAINT GWB / ACCENT PAINT GWB GWB SOUTH LOUNGE BEYOND WD. SILL HYDRONIC BASEBOARD NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 10/23/23 100% Design Development 02/15/24 100% Contract Documents 5.64 23 ' - 8 3 4" 3 3 4" 3" 8' - 6 1 2" 4' - 1 0 " 8' - 1 0 3 4" 1 3 4" 5 1 2" 11 ' - 8 3 4" 12 ' - 0 " 20'-0" 20'-0" 1 3 4" 3 3 4" 6'-4 1 2"5 1 2"7'-3 3 4"3 1 2"5'-3" 3 1 2" 1' - 6 " 5' - 0 " CL E A R 3'-0" 14'-9" 3 3 4" 3"4'-6"2'-6"2'-0" 1'-0"2'-0"3'-0"2'-0"3" 2' - 1 " 2' - 1 " 11'-0 3 4" 11'-5 1 4" 3'-0" 2'-0 3 4"4 3 4" 2'-6" 1' - 9 " 1' - 1 1 " 5' - 2 3 4" 2' - 6 " 6' - 6 " 9" 6' - 2 " 3' - 5 " 8"1' - 2 " 3' - 0 " 3' - 0 " Interior Elevations Kitchen, WC, Janitor Cls. A 8.4 TA-11 OPEN BELOW 4" 8 1 2" 8" 6" 6" 1 1 2"4" 2' - 1 0 " MELAMINE SIDE PANELS EXPOSED FINISHED END PANEL 3" ADA W.C. 204 - SOUTH 1/2” = 1'-0"1 JANITOR 205 - NORTH 1/2” = 1'-0"4 JANITOR / HOUSEHOLD JOBS 122 - NORTH 1/2” = 1'-0"6 KITCHEN 203 - NORTH 1/2” = 1'-0"8 ENLARGED PLAN - KITCHEN 203 1/4” = 1'-0"11 2' - 1 0 " BOTTLE FILLER 1' - 6 1 2" 2' - 0 " 2'-3"2'-3"2'-6"2'-3" 6' - 4 1 2" 2' - 0 " OPEN FOR MICROWAVE FINISHED END, LOWER AND UPPER 4" 1' - 4 " 4" 7'-0" TA-11 1 2 30" x 30" STAINLESS STEEL BACKSPLASH WITH FORMED EDGES OPEN 1' - 6 1 2" 8'-3 3 4" PLAN DETAIL - IN-COUNTER KITCHEN SINK - KITCHEN 203 1” = 1'-0"12 SECTION DETAIL - IN-COUNTER KITCHEN SINK - KITCHEN 203 1” = 1'-0"13 LIGHT VALENCE P1.1 W3 W3 ADA W.C. 204 - WEST 1/2” = 1'-0"2 ADA W.C. 204 - NORTH 1/2” = 1'-0"3 JANITOR 205 - WEST 1/2” = 1'-0"5 JANITOR / HOUSEHOLD JOBS 122 - WEST 1/2” = 1'-0"7 KITCHEN 203 - EAST 1/2” = 1'-0"9 KITCHEN 203 - SOUTH 1/2” = 1'-0"10 3 1 2 - 4 5 - 9 10 8 - 3 TOILET ACCESSORY SCHEDULE MARK DESCRIPTION MANUF.MODEL NO. TA-1 TA-2 TA-3 TA-4 TA-7 36" STAINLESS STEEL GRAB BAR 42" STAINLESS STEEL GRAB BAR 18" STAINLESS STEEL GRAB BAR - VERTICAL BOBRICK SURFACE MTD. DUAL-ROLL TOILET TISSUE DISPENSER FLUSH MOUNT ROUND MIRROR 24.5" DIAMETER B-5086-18 B-5086-42 B-5086-36 B-2888 TA-10 COAT HOOK B-2116 BOBRICK BOBRICK BOBRICK BOBRICK 1. PROVIDE ADEQUATE WOOD BLOCKING IN WALL FOR ALL ACCESSORIESNOTES NOTES 1 1 1 1 TA-11 MOP AND BROOM HOLDER B-223 x 24BOBRICK 1 TA-13 STAINLESS STEEL SHELF - 5" X 16"B-295BOBRICK 1 GATCO 1806 1 2. LOCATE AT 48" AFF ON BACK OF DOOR 2 1 KEYNOTES (THIS SHEET ONLY) NOTE FLUSH VALVE HANDLE MUST BE ON OPEN SIDE. 2 SINK MUST NOT INTRUDE INTO ADA CLEARANCE FOR TOILET. GENERAL NOTES A. SEE SHEET A5.1 FOR TYPICAL CONSTRUCTION ASSEMBLIES. B. DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ONLY ARE FINISH DIMENSIONS. C. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT PAINTED SURFACES OF RESTROOM AND JANITOR ROOM. PROVIDE CEMENTITIOUS BACKER BOARD AT AREAS TO RECEIVE TILE WAINSCOT. D. RE: MEP DRAWINGS FOR FIXTURES AND FITTINGS APPLIANCE SCHEDULE DESCRIPTION MANUF.MODEL NO.COLOR 30" ELECTRIC RANGE 33" W REFRIGERATOR, STD DEPTH 30" RANGE HOOD RE: MEP NOM. 24" W MICROWAVE PROVIDED BY OWNER NOTES PROVIDED BY OWNER UNDER COUNTER FRIDGE EDGESTAR 3 WOOD TRIM AT OPENING PROVIDED BY OWNER PROVIDED BY OWNER ROOM 205 205 205 205 117 35 " 40 " 18 " 12"42" 40"6"36" TA-1 TA-3 TA-2 18"15" 34 " 18 " 32 " TA-4 40 " MA X . TA-7 27 " 8" 11" 9" 6"MAX. ADA KNEE SPACE 9" 17 " MA X . 13 1/2" MIN. 50 1 / 2 " 48 " TO S W I T C H 48 " TA-8 TA-9 TA-10 ANSI/ADA TOILET ANSI/ADA LAVATORY ANSI/ADA URINAL ANSI/ADA ACCESSORIES MA X . TA-12 MIN. TA-13 34 " ADA DIMENSIONS - STANDARD RESTROOM FIXTURES & ACCESSORIES [Note: See Restroom Elevations and Accessory Schedule for speciﬁc items to be provided.] 11" 4" 1' - 6 " 1'-4" 1 1 2" 5" 6 1 2" 3 4"3" 2'-7"2'-2 1 2" 11" ADA UNDER-SINK WHEELCHAIR CLEARANCE 2' - 1 " ENSURE DRAIN AND TRAP DO NOT INTERFERE WITH ADA UNDER-SINK WHEELCHAIR CLEARANCE 6" 9" 1'-5" 8" 2' - 3 " C L E A R 2' - 1 0 " 6 A8.2 Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 02/15/24 100% Contract Documents 1 1 2" EASED EDGE 4" 1"OVERHANG, U.N.O. 3 4" SINGLE LAYER OF COMBI-CORE FINISH EXPOSED EDGE SHELF SUPPORT WHERE INDICATED 12" OR AS INDICATED 1 1 2" 1' - 6 " 1'-7 1 2" 2' - 1 0 " Casework Details A 8.5 SECTION DETAIL - TYP. KITCHEN CABINET 1/2” = 1'-0"5 SECTION DETAIL - 207 GAME ROOM CABINET 1 1/2” = 1'-0"10 SECTION DETAIL - PLASTIC LAMINATE COUNTER, TYP. 1 1/2” = 1'-0"17 PLAN - BOOKSTORE DISPLAY 1/2” = 1'-0"6 SECTION DETAIL - 103 SOUTH ENTRY BENCH 1 1/2” = 1'-0"15 BOXED HYDRONIC PIPES, ACCOMODATE (X)4 BASEBOARD HEATER FU L L H E I G H T WA L L - F R A M I N G PLAN - 117 BOOKSTORE CHECKOUT COUNTER 1/2” = 1'-0"3 T. O . W A L L 3 7 1 / 2 " A F F (1) ADJ SHELF UNLESS OTHERWISE NOTED ON ELEVATIONS (1) ADJ. SHELVES, TYP. UNLESS INDICATED OTHERWISE ON ELEVATIONS COMBI CORE OR MELAMINE WITH PVC EDGE BANDING AT CABINETMAKER'S OPTION 4" 2' - 0 " 1' - 8 " 2' - 1 0 " 1 1 2" 6' - 6 " 2'-0" F. O. FINISHED WALL CABINET INTERIORS TO BE WHITE MELAMINE WITH PVC EDGE BANDING ST 1 WD 2 (1) ADJ SHELF 5 1 / 2 " SS 1 2' - 1 0 " DOOR AND DRAWER FACES TO BE MAPLE COMBI-CORE, EXPOSED EDGES, CLEAR FINISH, TYP. 3 1 2" 5 8" 2'-0"1" PLAN DETAIL - 117 CHECKOUT BASE 1/2” = 1'-0"4 2'-1" 2' - 2 " 5' - 3 " OUTLETS ABOVE AND BELOW COUNTER 9 8 SECTION DETAIL - COMBI CORE SHELVES TYP. 1” = 1'-0"18 1 2 3 BALONEY CUT FINISH PANEL APPLIED TO CARCASE NO SPLASH, CAULK JOINT KEYNOTES (This Sheet Only) GENERAL NOTES (This Sheet Only) PROVIDE WOOD BLOCKING FOR ALL CASEWORK AND SHELVING OR FIND EXISTING STUDS CABINET INTERIORS TO BE WHITE MELAMINE FULL OVERLAY DOOR AND DRAWER FRONTS 4META-BOX SLIDES ON ALL DRAWERS 6" TALL OR LESS ALL BACKSPLASHES 4" TALL U.N.O. EASE ALL EDGES OF COUNTERTOPS AND BENCHES NO EDGING ON COMBI-CORE COMPONENTS PVC EDGING ON ALL PLASTIC LAMINATE EDGES DOOR AND DRAWER KNOBS TO BE 1 1/4" DIA. MUSHROOM KNOB, DARK OIL RUBBED BRONZE FINISH, WOODWORKER EXPRESS STKNOB-0B3 OR EQUAL WD 1 PL 1 ARCHITECTURAL WOODWORK: 1 X POPLAR, PAINTED FINISH VENEER PLYWOOD, COMBI-CORE SINGLE LAYER EXPOSED EDGE, CLEAR SATIN FINISH HIGH PRESSURE PLASTIC LAMINATE - PENCIL WOOD CROSSGRAIN FORMICA 9289-58, COUNTERTOPS AND BACKSPLASHES: HIGH PRESSURE PLASTIC LAMINATE, EASED EDGE PROFILE EXCEPT WHERE BALONEY CUT INDICATED, COLOR TBD. STAINLESS STEEL SOLID SURFACE LIVINGSTONE STD. COLOR RUBBER BASE: 4" PINNACLE RUBBER BASE, TYPE TS, 1/8" NOM THK, STANDARD COVE BASE, COLOR TBD. LEGEND (THIS SHEET ONLY) WD 2 RB 1 PL 2 3 ELEVATION - 117 CHECKOUT LOOKING WEST 1/2” = 1'-0"2ELEVATION - 117 CHECKOUT SOUTH 1/2” = 1'-0"1 7' - 4 " REFR. 2' - 0 " 1 PL 2 PL 2 PL 1 2' - 1 0 " 1 2 SECTION N-S THROUGH CHECK OUT 1/2” = 1'-0"8 1/2” = 1'-0"9SECTION - 117 CHECKOUT REFRIGERATOR 1/2” = 1'-0"7 ELEVATION - 117 BOOKSTORE DISPLAY 1 1/2” = 1'-0"11 SECTION E-W THROUGH HIGH CHECKOUT ELEVATION - 117 BOOKSTORE DISPLAY 1 1/2” = 1'-0"12 SECTION - 117 BOOKSTORE DISPLAY 1 1/2” = 1'-0"13 SECTION - 117 BOOKSTORE DISPLAY 1 1/2” = 1'-0"14 CASEWORK AND SHELVING SCHEDULE16 6 1 8" P1.1 2' - 7 1 4" 4' - 8 3 4" GWB ACCENT COLOR PAINT 10 " 3 4" 1' - 1 1 4"2' - 0 " AF F T. O . C O U N T E R A F F ST 1 1' - 2 1 8" 2' - 1 0 " PL 1 RB 1 2 2 3 RB 1RB 1RB 1 RB 1 RB 1 PL 2 PL 1 PL 1 PL 2 BEVERAGE REFRIGERATOR 1'-9" WD 1 WD 2 PL 2 4 3 4"2'-0"2'-6"3 4" GWB OUTLETS ABOVE AND BELOW COUNTER OPEN 4" 2' - 1 1 " 1 1 2" 3' - 4 1 2" 2' - 0 " 5 8" PL 2 MELAMINE INTERIOR GWB 4'-11 1 2" 2'-7 3 4" 7 3'-0" 3' - 3 " WHITE MELAMINE (1) ADJ. SHELF WD 2 1" 4" SS 1 PL 1 PL 1 PL 1 3' - 2 " 4'-9 1 2" 1' - 6 " 1' - 6 " 1'-6"1'-6"1'-6"3 4"3 4" ID Location Description Materials Approx. dimensions, w x d x h Notes Sheet Ref 1 Receiving 127 UPS Package Storage Metal unit 48" x 24" x 72"By Owner A2.1 2 Locker Rm 121 Wood rod and shelf Melamine, poplar edge, ledgers 32" x 16" x 3/4"22/A8.1 3 Bookstore 117 Counter height display with drawers below P. lam base and top, Formica Pencil wood cross grain 54" x 36" x 32.5"A8.5 4 Bookstore 117 Sales Desk with under counter fridge P. lam base, partial GWB wall, Formica pencil wood cross Engaged with wall framing A19-20 / A8.3, A8.5 Bookstore 117 Sales Counters, (2) heights P. lam, color tbd A8.5 4a Bookstore 117 Bookshelves Ikea Billy bookshelves 15.75" or 31.5" x 11" x 79.5"By Owner 17/A8.3 Bookstore 117 Slatwall merchandise display Particle board low pressure melamine 4' x 8'Aluminum edge on 4' ends only, no insert 18/A8.3 5 West Entry Hall 115 Display for art dept. 3D work Melamine, glass shelves, integral lighting, glazed corner 72" x 54" x 16"Customized case by Ghent or custom millwork SPECS 5a Crossing 111 Casework for jewelry display Wood and glass with velvet back By Owner 6 Internal Mail 120 Mail sorting counter P.lam surface on surface mounted supports 45" x 16" x 1.5"(2) A & M Hardware 1.0 hybrid brackets 12 x 12 10/A8.1 7 Office 109 Work Counter re-purposed from Hall 113 Combi core on surface mounted supports 24" x 11'(3) A & M Hardware 1.5 hybrid brackets 18 x 18 17/A8.1 8 Office 110 Base cabinet Combi Core drawer fronts 24" x 24" x 32.5"Exposed sides melamine 21/A8.1 Office 110 Counter P. lam, no backsplash 25" x 87"x 1 1/2, VIF Ledger plus (1) A&M 1.0 hybrid bracket, 18 x 18 20, 21/A8.1 8 Office 110 Open shelf box above desk 3/4" Combi core 54" x 15" x 13" d Fasten through back to solid blocking or studs 20, 21/A8.1 9 Office 109 5 Shelves, ad. on wall mounted standards 1 1/2" Combi Core (double layer)45" x 12" x 1.5" VIF width Rakks C Style standards SC 060, BR-012 brackets 19/A8.1 10 Office 107 5 Shelves, adjustable 1 1/2" Combi Core (double layer)45" x 12" x 1.5" VIF width Rakks C Style standards SC 060, BR-012 brackets 19/A8.1 sim 11 South Entry Hall Bench on concealed supports Butcher Block 19.5" x 16'-6" x 1.5" VIF length (4) A&M Hardware 1" C 15 2/A6.1, 5/A8.2 12 Alcove 139 Banquette with integral grille Butcher Block shaped 20'-4" length Electrical / USB outlets in face A8.6 13 Dining 101 Banquette with integral grille Butcher Block shaped 11'-0" length Electrical / USB outlets in face A8.6 14 Dining 101 Banquette with integral grille Butcher Block shaped 25'-5" length Electrical / USB outlets in face A8.6 15 Dining 101 Banquette with integral grille Butcher Block shaped 11'-0" length Electrical / USB outlets in face A8.6 16 Alcove 102 Banquette with integral grille Butcher Block shaped 39'-8" length Electrical / USB outlets in face A8.6 17 Porch 105 Bench on porch columns Salvaged glu-lam beam 7'-8" x 18" x (x) depth On steel angle supports A6.12 21 Kitchen 206 Base cabinets P. lam, exposed melamine ends ok Re: plan 8,9, 11/A 8.4 Kitchen 206 Upper cabinets P. lam, exposed melamine ends ok Re: plan Provide locks on (2) upper cabinets 8/A8.4 Kitchen 206 Stainless steel counter and pass through Stainless steel on concealed brackets Re: plan Note stainless steel panel behind stove 9,11/A 8.4 22 Kitchen 206 Sink base cabinet P. lam, exposed melamine ends ok Re: plan 10,11/A 8.4 Kitchen 206 Sink counter w/integral sink & backsplash Stainless steel 8'-3" x 2'-1" x 1.5" Kitchen 206 Sink upper shelf Stainless steel on concealed brackets 7'-0" x 14" x 1.5"(3) A&M Hardware 1" C12 10,11/A 8.4 23 Meeting Room 202 Base and panelling below TV Ash veneer Combi Core cabinets, cabinet front panelling 16'-0" O.A. Re: plan A4.3 Provide locks where shown 3/A4.3, 4/A8.3 Meeting Room 202 Upper book cabinets each side of TV Ash veneer Combi Core w 3/4" adj. combi core shelves Re: plan Shelves on pins 3/A4.3, 4/A8.3 Meeting Room 202 Countertop Solid Surface, Livingstone 16' O.A. x 25" Re: detail Eased edges 3/A4.3, A8.3 24 South Lounge 211 Work counter Butcher Block on concealed supports 12'-9" x 18" x 1.5"(3) A&M Hardware 1" C 15 5/A8.3 25 Game Area 207 Base cabinet Ash veneer Combi Core doors and exposed end 120" x 24" x 32.5"Provide locks on (2) doors 1/A8.2, 2/A8.5 Game Area 207 Countertop Solid Surface, Livingstone 121.75" x 25" x 1.5"Provide locks on (2) doors 11/A8.4 Plan 26 Game Area 207 Screen to close off kitchen Wrought iron--re-cycled fireplace screen 74" x 42" x 1//16"Finish carpentry. Screw to window casing. A8.6 27 Game Area 207 Work counter with turned up back edge Butcher Block 35'-6" x 18" x 1.5" VIF Supports integral with railing, plug strip at back A5.3 28 East Lounge 209 Work counter with turned up back edge Butcher Block 35'-6" x 18" x 1.5" VIF Supports integral with railing, plug strip at back A5.3 Second Floor First Floor NOTE: DOUBLE COMBI-CORE LAYERS ON SHELVES WIDER THAN 30" Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org Interior Details Banquette / Art Display A 8.6 02.15.24 100% CONTRACT DOCUMENTS 2 7 8" 3"3"EQ EQ EQ 2' - 8 " 4' - 4 " 1 X 4 REDWOOD PANELLING 2" x 2" HARDWOOD CORNER 1 X 1 1/2" FACE FRAME 5/4 HARDWOOD EDGE CLEAR TEMP. GLAZING SLIDING GLASS DOORS WITH FINGER RECESS 3'-0" RAAKS RECESSED SHELF STANDARDS, TYP FOR (4) RAAKS BRACKETS 4", 6", 8", 10" TBD. WHITE MELAMINE INTERIOR LED LIGHT TAPE 1/4" TEMPERED GLASS SHELVES RECESSED SHELF STANDARD 5 4 4 NORTH WEST CASEWORK WITH SHELVES 27" WIDE GLASS SHELVES, DEPTH TBD 6'-0" 1' - 2 " 6'-0 5 8"3 1 2" 1' - 3 3 8" 1' - 4 " 1' - 1 3 4" 5 1 2"1'-2 1 2"4" 5 1 2" 8 1 2" 2'-0" N - S SECTION DETAIL - ART DISPLAY 3/4” = 1'-0"5 SECTION DETAIL @ BANQUETTE 1 1/2” = 1’-0”3 GENERAL NOTES (This Sheet Only) PROVIDE WOOD BLOCKING FOR ALL CASEWORK SECTION DETAIL @ BANQUETTE UNDERCARRIAGE 1 1/2“ = 1'-0"2FRONT VIEW @ BANQUETTE 3/4” = 1'-0"1 3/4" CDX PLYWOOD SUB-STRAIT @ 4'-0" O.C. T SHAPING TANGENT TO FULL MATERIAL 6° PLAN DETAIL - ART DISPLAY 3/4” = 1'-0"6ELEVATION - ART DISPLAY IN HALLWAY 115 / CROSSING 114 3/4 = 1'-0"4 NOT USED 3/4” = 1'-0"8 NOT USED 3/4” = 1'-0"8NOT USED 1 1/2" = 1'-0"7 2' - 5 3 4" 4" FIN TUBE PER MECH TYP. WINDOW SILL 5" CONTINUOUS LINEAR BAR GRILLE. PRICE LBP15A CORE STYLE WITH 1" BORDER STYLE 750 MOUNTING FRAME AND B-SPRING CLIPS. J-BOX FOR DUAL POWER / USB DEVICE OPEN GAP FOR AIR CIRCULATION TO FIN TUBE HEATING TYP. BASE THROUGHOUT FIRST FLOOR 3/4" PLYWOOD SUB-STRAIT @ 4'-0" O.C. CLEARANCE FOR FIN TUBE HEAT5 1 2" 5 7 8"SEAT MADE FROM (2) 1 1/2" x 18" WIDE PIECES OF BUTCHER BLOCK, SEAT AND BACK LIGHTLY SHAPED T T 7" 1 1 4" 1' - 3 1 4" 7 7 8"3 7 8"1'-0 1 4" 98° DOUBLE VERTICAL SUPPORTS @ 4'-0" O.C. AND AS WILL AT ENDS PAINTED BASE 1 X CLEAT 1/2" PLYWOOD SUBSTRAIT FINISH VENEER PLYWOOD, 1/8" JOINT AT SUPPORSTS 4'-0" O.C. BUTCHER BLOCK SEAT 1'-5 3 4" 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 1,332 Sq ft 467 Sq ft E E G I I faculty student BE N C H 9 9 9 9 3 9 RD 104 101b 101a 141a 107a109a X107c 109b 128 119 117b 122 116b 116a 110a 117a 131 142 107dX110b X112c X112bX112b X123 X124 X125 X127 X126 X112c X132 130a X136 X134 X135a X135b X137a X137b 130b 006 141b 103 109a X107b 112a 118 144 145 141c DWELLING UNIT (NO WORK) A 9.1 First Floor Finishes VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL EXISTING FLAGSTONE FLOORS TO REMAIN. WHERE REMOVED FOR DEMOLITION, PATCH, REPAIR, RE-INSTALL AS REQUIRED. EXISTING REDWOOD PANELING TO REMAIN TO BE LIGHTLY SANDED AND RE-FINISHED. NEW OR SALVAGED REDWOOD TO BE SIMILARLY SANDED AND RE-FINISHED. MAIN STAIR TO BE WOOD WITH INSET NOSINGS. RE: A6.1 AND A6.2 GENERAL NOTES STRENGTH & CONDITIONING (NO WORK) DWELLING UNIT (NO WORK) HISTORY WALL ELEV DISPLAY COVERED PORCH 105 TRELLIS 108 OFFICE 110 GALLERY 111 CLASSROOM 112 HALLWAY / DISPLAY 113 BOOKSTORE 117 POST OFFICE 118 BOOKSTORE STORAGE 119 RECEIVING 127 KITCHEN STORAGE 128 HOUSEHOLD JOBS 122 DAY STUDENT LOCKERS 121 INTERNAL MAIL 120 FREEZER 129 LOADING DOCK 130 OFFICE 131 KITCHEN 132 DISH WASHING 133 DISH RETURN 134 SERVERY 135 138 PANTRY ROOT CELLAR 145 OFFICE 107 102 ALCOVE 139 ALCOVE NORTH PORCH 140 NORTH STAIR 141 EAST PORCH 143 TABLE AND CHAIR STORAGE 142 115 WEST ENTRY HALL 114 CROSSING 123 W.C. 124 W.C. 125 W.C. 126 W.C. 136 ELEC. CL. 104 SOUTH VESTIBULE 116 WEST VESTIBULE 106 MAIN STAIR 109 OFFICE BSMT. STAIR 001 LAUNDRY STAIR 006 COLD STORAGE 144 BEVERAGES 137 103 SOUTH ENTRY HALL DINING 101 TACK WALL TA C K W A L L TA C K W A L L 1 3 4 6 7 8 9 5 10 15 12 13 14 16 2 11 CS-1 RB-1 W N E S PT-1 a WALL BASE WALL FINISH (BY ORIENTATION) NOTES FLOOR FINISH CEILING FINISH FINISH KEY FINISH NOTES SHAW 3MM RUBBER TILE MARK SUBSTRATE FINISH MATERIAL MANUF. RB CONCRETE SLAB BASE FLOOR RB-1 GWB 4" RUBBER COVE BASE ROPPE WALL PT-2 5/8" MRGWBX OR GWBX LATEX PAINT - EGGSHELL FINISH PER SPEC CEILING X (X) WOOD DECK AND BEAMS RETOUCH, CLEAR FINISH PER SPEC PT-1 5/8" GWBX LATEX PAINT - FLAT FINISH WHITE PER SPEC PT-3 5/8" GWBX LATEX PAINT - FLAT FINISH ACCENT PER SPEC PT-2 5/8" MRGWBX LATEX PAINT- SEMI-GLOSS, MATCH WALL PER SPEC XWD (X) WD. OR GWB LIGHT BROOM FINISHCS-1 CONCRETE SLAB Ø Ø PT-2 Ø PT-2 PT-2 PT-2 KIT. STOR. 128 RECEIVING 127 STORAGE 119 XF XWD PT-1 PT-1 PT-1 PT-1 PT-1 LOCKERS 121 NO F I N I S H W O R K 4a 4b 5a 17 EX. FLAGSTONEXFCONCRETE NF CONCRETE NEW FLAGSTONE XC EX. CONCRETE NONE CPT CONCRETE SLAB WALK-OFF ENTRY TILES 1 X 6 PAINTED NWD (N) WD. OR GWB 1 X 6 PAINTED XWD (X) PLYWOOD 1 X 4 REDWOOD WD-2 5/8" PLYWOOD (N) 1 X 4 REDWOOD SHIPLAP, SQUARE PER SPEC TE WOOD DECK 1" TECTUM PER SPEC PT-1 5/8" GWBX LATEX PAINT- MATCH WALL PER SPEC ACCENT ACCENT ACCENT RUB RB-1 PT-3 X PT-1 PT-3 PT-1 BOOKSTORE 117 POST OFFICE 118 RUB X PT-1 X PT-1 PT-1 PT-1 CLASSROOM 112 OFFICE 107 OFFICE 109 OFFICE 110 FRP GWBX SMOOTH FRP, LIGHT GRAY PER SPEC SLW GWB UNPAINTED PARTICLE BD. SLATWALL, LP MELAMINE PER SPEC WD-3 5/8" PLYWOOD (N) 1 X 4 REDWOOD, "NICKEL GAP" SHIPLAP PER SPEC MANNINGTON KW CONCRETE SLAB 4 X 6 FIBRE BLOCK WOOD KASWELL FLOORING XF RB-1 FRP X FRP PT-2 PT-2 HH JOB 122 XF N-WD PT-4 X PT-1 PT-1 PT-1 MAIL 120 PT-4 5/8" GWBX LATEX PAINT - FLAT FINISH ACCENT PER SPEC XF X-WD XWD X N/A XWD N/A WEST VEST 116 WEST ENTRY 115 XF X-WD WD2 X N/A CROSSING 114 WD2 WD2 NEW WD BASE ON NEW WALLS IN OFFICE 110 PT-1 WHERE GWB EXPOSED ABOVE OR BELOW TACKWALL RE:A8.1 INTERIOR ELEVATIONS RE: (X) PANELLING @ SERVERY ENTRANCE WRAP BUMP OUT IN 1 X WOOD TO MATCH DOOR TRIM CONC. FND. FLUSH WITH FLAGSTONE. GRIND SMOOTH IF NECESSARY (X) VERTICAL PANELLING TO REMAIN NEW AND EXISTING EXPOSED STEEL COLUMNS TO BE PAINTED, COLOR TBD. CONCRETE JOINT XF X-WD N/A X GALLERY 111 XWD XWD B A A XF X-WD PT-1 X HALLWAY 113 N/A N/A XWD C CPT N-WD PT-1 CE S. VESTIBULE 104 PT-1 PT-1 PT-1 CE FRAMING 1X6 RS CEDAR PER SPEC 9W FRAMING ACOUSTIC WOOD CEILING PER SPEC XF N-WD N/A X S. ENTRY HALL 103 WD-2 PT-1 PT-1 GWB 5/8" GWBX 5/8" GWBX PER SPEC A B B B C KW N/A PT4 DINING 101 WD-3 PT4 PT4 XF N-WD N/A X ALCOVE 139 PT-3 PT-3 N/A XF N-WD N/A X ALCOVE 102 PT-3 PT-3 N/A CPT N-WD GWB X NO. STAIR 141 GWB GWB GWB XF N-WD N/A X ALCOVE 139 PT-3 PT-3 N/A CPT RB-1 GWB X STORAGE 142 GWB GWB GWB AV CLOSET AV CLOSET CONC NONE PT-1 PT-1 PT-1 PT-1 PT-1 CONC NONE X GWB COLD STORAGE 144 OSB CONC RB-1 PT-2 GWB STAIR 006 X PT-2 MATERIAL LEGEND 3 MM RUBBER FLOOR TILE, MANNINGTON TELES SERIES KASWELL FIBER BLOCK APPROXIMATE AREA OF RE-INSTALLED FLAGSTONE FLOORS INDICATES ITEM PER CASEWORK & SHELVING SCHEDULE. RE: 8.5X WALLS NEW HORIZONTAL WOOD SIDING NEW VERTICAL WOOD SIDING ALL WOOD WINDOW AND DOOR CASINGS TO BE STAINED, CLEAR FINISH. HOLLOW METAL DOOR FRAMES TO BE PAINTED SEMI-GLOSS GRAY TBD. ALL CLOSETS TO RECEIVE SAME FINISHES AS ROOM IN WHICH THEY ARE LOCATED. OWNER TO FURNISH ALL SHAW PRODUCTS. SUB-CONTRACTOR TO CALCULATE QUANTITIES REQUIRED AND NOTIFY OWNER IN TIME TO ALLOW FOR LEAD TIME AND SHIPPING. REFER TO INTERIOR ELEVATIONS FOR EXTENT OF ACCENT PAINT, REVIEW IN FIELD WITH ARCHITECT PRIOR TO PAINTING D D A B C D E X N/A EXISTING FINISH, NO WORK XX a a.RE: RCP b.PAINT (X) WOOD WALL SAME AS GWB b PT-2PT-2 X F KEYNOTES F G H H MATERIAL LEGEND (THIS FLOOR ONLY) NEW WD BASE ON NEW WALLS IN OFFICE 110 PT-1 WHERE GWB EXPOSED ABOVE OR BELOW TACKWALL RE:A8.1 INTERIOR ELEVATIONS RE: (X) PANELLING @ SERVERY ENTRANCE WRAP BUMP OUT IN 1 X WOOD TO MATCH DOOR TRIM CONC. FND. FLUSH WITH FLAGSTONE. GRIND SMOOTH IF NECESSARY (X) VERTICAL PANELLING TO REMAIN NEW AND EXISTING EXPOSED STEEL COLUMNS TO BE PAINTED, COLOR TBD. CONCRETE JOINT TAPER FIBER BLOCK APPROX. 1/4" TO MEET ADJACENT FLAGSTONE H I 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 1,267 Sq ft 22 23 25 26 27 28 21 S A 9.2 Second Floor Finishes OPEN TO BELOW ROOF BELOW ROOF BELOW ROOF BELOW SCREENING / MEETING ROOM 202 MAIN STAIR 106 GAME AREA 207 NORTH STAIR 141 NOOK 208 EAST LOUNGE 209 EAST DECK 210 SOUTH LOUNGE 211 SOUTH DECK 212 ELEVATOR LOBBY 201 OPEN TO BELOW KITCHEN 206 JAN. 205 STORAGE 203 MATERIAL LEGEND 3 MM RUBBER FLOOR TILE, MANNINGTON TELES SERIES 6" DALTILE QUARRY TILE RE:8.5 BISON WOOD TILES, 2' X 2 ON RESIDENTIAL GRADE LEVEL.IT PEDESTALS FLOORS WALLS NEW HORIZONTAL WOOD SIDING NEW VERTICAL WOOD SIDING NEW PLYWOOD WAINSCOT PANELING TYPICAL OF GROUPED WINDOWS 3MM RUBBER TILE MARK SUBSTRATE FINISH MATERIAL MANUF. RB PLYWOOD SUB-FLOOR BASE FLOOR RB-1 GWB 4" RUBBER COVE BASE ROPPE WALL PT-2 5/8" MRGWBX OR GWBX LATEX PAINT - EGGSHELL FINISH PER SPEC CEILING PT-1 5/8" GWBX LATEX PAINT - FLAT FINISH WHITE PER SPEC MATERIAL LEGEND (THIS FLOOR ONLY) PT-3 5/8" GWBX LATEX PAINT - FLAT FINISH ACCENT PER SPEC PT-2 5/8" MRGWBX LATEX PAINT- SEMI-GLOSS, MATCH WALL PER SPEC NWD GWB / WD 1 X 6 PAINTED POPLAR WD-2 5/8" PLYWOOD (N) 1 X 4 REDWOOD SHIPLAP, SQUARE PER SPEC TE WOOD DECK 1" TECTUM PER SPEC PT-1 5/8" GWBX LATEX PAINT- MATCH WALL PER SPEC FRP GWBX SMOOTH FRP, LIGHT GRAY PER SPEC WD-3 5/8" PLYWOOD (N) 1 X 4 REDWOOD, "NICKEL GAP" SHIPLAP PER SPEC MANNINGTON PT-4 5/8" GWBX LATEX PAINT - FLAT FINISH ACCENT PER SPEC CE FRAMING 1X6 RS CEDAR PER SPEC 9W FRAMING ACOUSTIC WOOD 2300 CEILING PER SPEC CASEWORK. RE: 8.1-8.6 X QUARRY TILECTCEMENTITIOUS BACKER BD.DAL-TILE CT TILE BACKER BD QUARRY TILE COVE BASE DAL-TILE CT TILE BACKER BD QUARRY TILE AND BULLNOSE DAL-TILE PT-5 5/8" GWBX LATEX PAINT - EGGSHELL FINISH ACCENT PER SPEC ADA W.C. 204 VERIFY ALL EXISTING CONDITIONS IN FIELD. MAIN STAIR TO BE WOOD WITH INSET NOSINGS. RE: A6.1 AND A6.2 GENERAL NOTES FINISH PLYWOOD ON 42" HIGH WALL AND BELOW WINDOWS NEW STEEL COLUMNS TO BE PAINTED, COLOR TBD. WINDOW COVERING PER SPEC. REFER TO INTERIOR ELEVATIONS ON A8.1- A8.6. ALL WOOD WINDOW AND DOOR CASINGS TO BE STAINED, CLEAR FINISH. PLYWOOD BASE AS PART OF WINDOW GROUP TO BE PLYWOOD WITH FINISH MATCHING CASINGS. WOOD SILLS TO RECEIVE CLEAR STAIN. HOLLOW METAL DOOR FRAMES TO BE PAINTED SEMI-GLOSS GRAY TBD. ALL CLOSETS TO RECEIVE SAME FINISHES AS ROOM IN WHICH THEY ARE LOCATED. OWNER TO FURNISH ALL SHAW PRODUCTS. SUB-CONTRACTOR TO CALCULATE QUANTITIES REQUIRED AND NOTIFY OWNER IN TIME TO ALLOW FOR LEAD TIME AND SHIPPING. REFER TO INTERIOR ELEVATIONS FOR EXTENT OF ACCENT PAINT, REVIEW IN FIELD WITH ARCHITECT PRIOR TO PAINTING A B C KEYNOTES SECOND FLOOR PLAN 1/8" = 1'-0"1 9W2 FRAMING ACOUSTIC WOOD 31f CEILING PER SPEC SALVAGED GLU-LAMSWDNONE BWD ADJUSTABLE PEDESTALS STANDARD WOOD BISON IP A A A A AA B BB B C C CS-1 RB-1 W N E S PT-1 a WALL BASE WALL FINISH (BY ORIENTATION) NOTES FLOOR FINISH CEILING FINISH FINISH KEY FINISH NOTES KITCHEN 206 RB RB1 PT-5 PT-2 PT-2 PT-2 PT-5 STORAGE 203 RB RB1 PT-1 PT-1 PT-1 PT-1 PT-1 JAN 205 CT CT PT-2 PT-2 PT-2 PT-2 PT-2 a b a.ACCENT PAINT WHERE SHOWN b.RE: INT. ELEV. A8.4 FOR FRP c.RE A8.4 FOR TILE, PT-2 ABOVE d.1X STRINGER RE: A6.6 ACCENT AC C E N T ADA WC 204 CT CT CT PT-2 CY PT-2 CT AC C E N T GAME 207 RB NWD PT-1 9W PT-1 PT-1 N/A NORTH STAIR RB NWD PT-3 PW PT-3 PT-3 PT-3 NOOK 208 RB NWD PT-3 9W PT-3 PT-3 PT-3 d EAST LOUNGE RB NWD PT-1 9W WD-3 PT-1 PT-1 MEETING 202 RB NWD PT-1 TE,9W2 PT-1 PT-3 PT-1 MAIN STAIR 106 WD PT-1 PT-1 WD-2 WD-2 WD-2 LOBBY 201 RB NWD PT-1 9W PT-1 PT-1 PT-1 S. LOUNGE 211 RB NWD PT-1 TE,9W2 WD2 PT-1 PT-1 11 ' - 5 " 212 202a 202b 204 206 205 209b 209a203a 203b 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 Demolition Plan Basement GENERAL NOTES KEYNOTES 1 REMOVE (X) BULKHEAD DOOR & WD. STAIRS REFER TO PROJECT SPECIFICATION MANUAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. 2 REMOVE (X) WINDOW & CUT (X) CONCRETE FDN. WALL FOR NEW BASEMENT DOOR A. CONFIRM DISCONNECTION OF ALL AFFECTED ELECTRICAL CIRCUITS PRIOR TO ANY WALL OR ROOF DEMOLITION. B. CONFIRM ELECTRICAL DISCONNECTION PRIOR TO REMOVAL ON ANY CABINET HEATERS. C. CONFIRM PLUMBING DRAIN-DOWN AND DISCONNECTION PRIOR TO REMOVAL OF ANY BASEBOARD RADIATORS AND ASSOCIATED PIPING. D. Demolition Plan Basement 3 REMOVE (X) BULKHEAD DOOR 1 2 3 5 4 REMOVE (X) PARTITION REMOVE PARTITION FOR NEW 3'-4" W X 6'10" OPENING 5 REMOVE (X) DOOR FOR REUSE IN STUDENT LAUNDRY 6 6 4 STAFF LOCKER ROOM 002 BSMT. STAIR 001 STUDENT LAUNDRY 004 BOILER ROOM 011 STORAGE 008 003 BASEMENT RECEIVING 005 LAUNDRY MECHANICAL 010 STORAGE 009 STORAGE 7 6 7 REMOVE (X) PARTITION. RE-LOCATE WASHER HOOKUP BOXES AND ASSOCIATED PLUMBING SAW CUT CONC. FOR NEW DRAIN LINE8 8 9 8 TURN EXISTING SINK 90º AND ATTACH TO RELOCATED DRAIN LINE D 2.0 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 RD Pseudotsuga menziesii LEGEND GENERAL NOTES KEYNOTES 1 REMOVE (X) CABINET UNIT HEATER + ASSOCIATED PIPING (X) = EXISTING EXISTING FLAGSTONE FLOORING REFER TO PROJECT SPECIFICATION MANUAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. 2 REMOVE (X) BASEBOARD RADIATORS + ASSOCIATED PIPING 3 REMOVE (X) WINDOWS & SAVE FOR REINSTALLATION IN NEW WALL Demolition Plan Level 1 D 2.1 1 1 1 1 1 1 4 REMOVE (X) DOOR & FRAME 2 2 2 2 222 3 3 3 4 44 4 4 4 4 4 4 4 4 4 4 REMOVE (X) WINDOWS5 5 5 5 REMOVE (X) WOOD FRAME WALL SALVAGE WOOD STUDS & BOARD SIDING 6 6 6 6 6 6 6 6 6 7 REMOVE (X) MASONRY FIREPLACE & CHIMNEY. SAVE AND CLEAN ALL STONE VENEER FOR REUSE. 7 REMOVE (X) RESILIENT FLOORING AND UNDERLAYMENT. GRIND SLAB TO FINISH SUITABLE FOR INSTALLATION OF NEW FLOORING. 8 8 REMOVE (X) STEEL COLUMN.9 9 9 TYP. THIS WALL TYP. THIS WALL TYP. THIS WALL 6 6 6 6 6 4 6 3 10 REMOVE (X) BASEMENT HATCH & STAIR. 1011 11 SAWCUT BROKEN EDGE OF SLAB TO ALIGN WITH F.O. (X) CONC. WALL BELOW. DEMO CONC STAIR ATTACHED TO DOCK IF REQUIRED. 12 REMOVE (X) WOOD FRAME STAIRS AND DECK. 12 4 13 REMOVE (X) FLAGSTONE FLOORING. CLEAN AND STORE FOR REINSTALLATION. REMOVE CONCRETE SLAB ON GRADE BELOW. 13 13 GALLERY 111 CLASSROOM 112 HALLWAY / DISPLAY 113 RECEIVING 127 LOADING DOCK 130 OFFICE 131 KITCHEN 132 DISH WASHING 133 SERVERY 135 138 PANTRY OFFICE 107 115 WEST ENTRY HALL 114 CROSSING 123 W.C. 124 W.C. 125 W.C. 126 W.C. 136 ELEC. CL. 116 WEST VESTIBULE 109 OFFICE BSMT. STAIR 001 COLD STORAGE 144 BEVERAGES 137 EXISTING RESILENT FLOORING A. CONFIRM DISCONNECTION OF ALL AFFECTED ELECTRICAL CIRCUITS PRIOR TO ANY WALL OR ROOF DEMOLITION. B. CONFIRM ELECTRICAL DISCONNECTION PRIOR TO REMOVAL ON ANY CABINET HEATERS. C. CONFIRM PLUMBING DRAIN-DOWN AND DISCONNECTION PRIOR TO REMOVAL OF ANY BASEBOARD RADIATORS AND ASSOCIATED PIPING. D. 14 SAWCUT & REMOVE (X) FLAGSTONE FLOORING AND (X) CONCRETE SLAB AS REQ'D. FOR NEW STEEL COLUMN. 14 REMOVE (X) SIDWALK PAVING15 15 REMOVE (X) GWB CEILING16 EXISTING GWB CEILING 16 REMOVE (X) DOORS, SIDELITES & ASSOCIATED WOOD FRAMING NOTE: SAVE (X) BUILDING SIGNAGE FOR REUSE. 17 17 17 SAVE (X) COMBI-CORE COUNTERTOP FOR REUSE IN OFFICE 109 (SEE A2.1 NOTE 4) 18 18 4 55 19 MOVE (X) DOOR > 4' FROM NEW FIREWALL SEPARATION 19 4 REMOVE RS. WAINSCOT THIS WALL ONLY20 20 13 REMOVE FLAGSTONE ONLLYL AS NECESARY FOR NEW FOUNDATIONS 4'8'16'2' NORTH Bar Fork Dining Hall and Student Center RENOVATIONS AND ADDITIONS 500 Holden Way Carbondale, CO 81623 Project No: 2212 Date Issued For Consultant Project Professional Stamp Owner Issue Stamp A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Colorado RockyMountain School 970.963.2562 // crms.org 4'8'16'2' NORTH Colorado RockyMountain School 970.963.2562 // crms.org 01/03/24 80% Contract Documents 10/23/23 100% Design Development 02/15/24 100% Contract Documents 28'-1 3/4"20'-0"48'-0" A B C E.6 H I J.4 1 2 3 4 5 6 7 8 9 10 11 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 24 ' - 3 1 / 2 " C D E F G H I K 5" K 5" 11 ' - 8 3 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 8 3 / 4 " 5" CL C U P O L A 18 ' - 0 " 18 ' - 0 " J 16'-0"18'-0"18'-0" CL CUPOLA 7.2 5.6 8.6 LEGEND GENERAL NOTES KEYNOTES 1 REMOVE (X) TAR & GRAVEL ROOFING AND RIGID INSULATION. (X) = EXISTING (X) TAR & GRAVEL ROOFING SYSTEM REFER TO PROJECT SPECIFICATION MANUAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. 2 (X) CUPOLA DEMOLITION: • REMOVE (X) STANDING SEAM METAL ROOF'G. • REMOVE (X) 2X6 T&G WOOD DECKING. SAVE FOR FUTURE USE (TO GREATEST EXTENT POSSIBLE). • DISASSEMBLE AND SALVAGE WOOD BEAMS FOR FUTURE USE IN PROJECT. 3 REMOVE (X) WINDOWS & SAVE FOR OWNER'S FUTURE USE. 4 REMOVE (X) PORCH ROOFING SYSTEM, ROOF SHEATHING AND RAFTERS. SALVAGE ROOF RAFTERS FOR OWNER'S FUTURE USE. REMOVE (X) ACRYLIC SKYLIGHTS. SAVE FOR OWNER'S FUTURE USE. REMOVE (X) FRAMING AND SAVE FOR REUSE. 5 6 REMOVE (X) MASONRY FIREPLACE & CHIMNEY. SAVE AND CLEAN ALL STONE VENEER FOR REUSE. 7 REMOVE (X) ROOF DRAIN AND ALL ASSOCIATED PIPING. 8 REMOVE (X) 2X6 T&G WOOD DECKING. SAVE FOR FUTURE USE (TO GREATEST EXTENT POSSIBLE). (X) STANDING SEAM METAL ROOFING A. CONFIRM DISCONNECTION OF ALL AFFECTED ELECTRICAL CIRCUITS PRIOR TO ANY WALL OR ROOF DEMOLITION. B. Demolition Plan Existing Roof (East) D 2.2 (X) MASONRY CHIMNEY (X) ACRYLIC SKYLIGHT (X) PORCH ROOF 1 1 1 2 2 3 TYP. 5 TYP. FOR (4) 4 6 7 7 7 7 7 CURB BETWEEN EXISTING T&G ROOF (EAST) AND REPLACEMENT TPO ROOF (WEST) PREVIOUSLY REPLACED ROOF - NO DEMOLITION WORK WORK AREA - REMOVAL OF EXISTING ROOFING SYSTEM + SELECTIVE ROOF DEMOLITION (X) 2X6 T&G WOOD DECKING PROVIDE ADEQUATE SHORING AND SUPPORT AT ALL LOCATIONS WHERE IN-PLACE CUTTING OF STRUCTURAL ELEMENTS IS INDICATED. C. (X) BEAM TO REMAIN 9 REMOVE (X) GLULAM JOIST. 9 TYP. FOR (3) 10 CUT (X) GLULAM JOIST @ NEW STAIR OPENING. 9 TYP. FOR (2) 10 TYP. FOR (3) 11 (X) JOISTS TO REMAIN (X) BEAM TO BE REMOVED 8 8 TYP. FOR (2) (X) WALL BELOW SAVE TWO SKYLIGHTS FOR RE-INSTALLATION.D. A.SUBSTITUTIONS: SUBSTITUTION OF SPECIFIED EQUIPMENT WILL BE ALLOWED THROUGH A PRIOR APPROVAL PROCESS INITIATED BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT INTENDED SUBSTITUTION AT LEAST FIVE DAYS PRIOR TO BID FOR APPROVAL FROM ENGINEER. SUBMITTAL SHALL INCLUDE CAPACITIES, DIMENSIONS AND OPERATING INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT. SUBSTITUTION SHALL OCCUR AT NO COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF APPROVED SUBSTITUTION AND SHALL INCUR ALL COSTS ASSOCIATED WITH THE SUBSTITUTION INCLUDING STRUCTURAL MODIFICATIONS, SPACE LAYOUT AND REDESIGN COSTS. SEE ALSO DIVISION I GENERAL REQUIREMENTS. EXAMINATION OF SITE, DRAWINGS, SPECIFICATIONS: A.EXAMINE CAREFULLY THE SITE AND CONDITIONS OF THE SITE. PROVIDE ALL NECESSARY EQUIPMENT AND LABOR TO INSTALL A COMPLETE WORKING SYSTEM WITHIN THE SITE CONDITIONS. B.EXAMINE THE DRAWINGS AND SPECIFICATIONS AND 5 DAYS PRIOR TO BIDDING REPORT ANY ERRORS, OMISSIONS, INCONSISTENCIES, AND CONFLICTS TO THE ENGINEER TO BE REMEDIED IN AN ADDENDUM TO THE PROJECT PRIOR TO BID TIME. C.DRAWINGS ARE DIAGRAMMATIC AND CATALOG NUMBERS GIVEN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE CAPACITY OF THE EQUIPMENT MEETS THE DRAWING REQUIREMENTS AND SHALL NOT DIMENSION FROM THE MECHANICAL, PLUMBING, OR PIPING DRAWINGS. D.THE LATEST ADOPTED VERSIONS OF THE INTERNATIONAL BUILDING CODES SHALL BE USED AS REQUIRED. THIS WILL ALSO INCLUDE THE LATEST ADOPTED VERSIONS OF THE MECHANICAL, PLUMBING, AND ENERGY CONSERVATION CODES. ALL METHODS AND MATERIALS REQUIRED BY THESE CODES SHALL BE REQUIRED BY THESE SPECIFICATIONS UNLESS INDICATED OTHERWISE. OTHER APPLICABLE LOCAL CODES AND ORDINANCES SHALL BE AS REQUIRED AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO BE KNOWLEDGEABLE OF THESE REQUIREMENTS. E.WHERE INSTALLATION PROCEDURES OR ANY PART THEREOF ARE REQUIRED TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MATERIAL BEING INSTALLED, PRINTED COPIES OF THESE RECOMMENDATIONS SHALL BE FURNISHED TO THE ENGINEER PRIOR TO INSTALLATION. INSTALLATION OF THE ITEM WILL NOT BE ALLOWED TO PROCEED UNTIL THE RECOMMENDATIONS ARE RECEIVED. FAILURE TO FURNISH THESE RECOMMENDATIONS CAN BE CAUSE FOR REJECTION OF THE MATERIAL. 44”MOUNTING HEIGHT ABOVE FINISHED FLOOR TO CENTER OF DEVICE A AMPS A.D.ACCESS DOOR AAV AIR ADMITTANCE VALVE ABV ABOVE AC AIR CONDITIONING UNIT AC ABOVE COUNTER AD AREA DRAIN (SEE SYMBOLS) A.F.C.ABOVE FINISHED CEILING A.F.G.ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY AFCI ARC FAULT CIRCUIT INTERRUPTERS A.F.F.ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM AP ACCESS PANEL OR DOOR ATS AUTOMATIC TRANSFER SWITCH AV AUDIO / VIDEO AVG AVERAGE AWG AMERICAN WIRE GAGE BAS BUILDING AUTOMATION SYSTEM BB BASEBOARD BD BACK DRAFT DAMPER BFP BACK FLOW PREVENTOR BL BOILER BLDG BUILDING BLW BELOW BOB BOTTOM OF BEAM BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BSMT BASEMENT BTU BRITISH THERMAL UNIT C CHILLER CAFCI COMBINATION ARC FAULT CIRCUIT INTERRUPTERS CAP CAPACITY CB CIRCUIT BREAKER CBV CIRCUIT BALANCING VALVE CCT CORRELATED COLOR TEMPERATURE CKT CIRCUIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CI CAST IRON CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPRESSOR CONC CONCRETE COND CONDENSATE CONN CONNECTION CONT CONTINUATION CONTR CONTRACTOR CRI COLOR RENDERING INDEX CT COOLING TOWER CT CURRENT TRANSFORMER CU CONDENSING UNIT CU COPPER CUH CABINET UNIT HEATER CVB CONSTANT VOLUME BOX CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DB DRY BULB DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGRAM DIFF DIFFERENTIAL DISCH DISCHARGE DIV DIVISION DN DOWN DS DUCT SILENCER DWG DRAWING DX DIRECT EXPANSION (E) EXISTING EA EXHAUST AIR GRILLE/REGISTER EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR ECC ECCENTRIC EF EXHAUST FAN EFF EFFICIENCY EL ELEVATION ELEC ELECTRIC ELEV ELEVATOR EM EMERGENCY FUNCTION ENT ENTERING EMT ELECTRIC METALLIC TUBE EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ES END SWITCH ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE EX EXHAUST EXPAN EXPANSION EXT EXTERNAL F DEGREES FAHRENHEIT FA FREE AREA FC FAN COIL UNIT FC FOOTCANDLE FCV FLOW CONTROL VALVE FD FIRE DAMPER FD FLOOR DRAIN FIN FINISHED FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FOB FLAT ON BOTTOM FOT FLAT ON TOP FP FIRE PROTECTION FP FIRE PUMP FPM FEET PER MINUTE FPS FEET PER SECOND FS FLOW SWITCH FSD FIRE/SMOKE DAMPER FT FEET FXC FLEXIBLE CONNECTION GND GROUND GA GAUGE GAL GALLON GALV GALVANIZED GEC GROUND ELECTRODE CONDUCTOR GFCI / GFI GROUND FAULT CIRCUIT INTERRUPTER GC GENERAL CONTRACTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRS/LB GRAINS PER POUND H 2O WATER HB HOSE BIBB HD HEAD (SEE SCHEDULES) HP HEAT PUMP HP HORSEPOWER HR HOUR HT HEIGHT HTR HEATER HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ ID INSIDE DIAMETER IG ISOLATED GROUND IN INCHES INV INVERT JBOX JUNCTION BOX K KELVIN KW KILOWATT KVA KILO VOLT - AMPS L LENGTH LAT LEAVING AIR TEMPERATURE LV LAVATORY LB POUND LD LINEAR DIFFUSER LF LINEAR FEET LIN LINEAR LIQ LIQUID LM LUMEN LRA LOCKED ROTOR AMPS LV LOUVER LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSANDS OF BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MD MOTORIZED DAMPER MDP MAIN DISTRIBUTION PANEL MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUG ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MUA MAKE-UP AIR UNIT N NEUTRAL NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NL NIGHT / SECURITY LIGHT - DO NOT SWITCH NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OCC OCCUPIED OCP OVER CURRENT PROTECTION OD OUTSIDE DIAMETER OL OVERLOAD ORD OVERFLOW ROOF DRAIN OZ OUNCE PBD PARALLEL BLADE DAMPER PD PRESSURE DROP PH PHASE POS POSITIVE PRESSURE POS POINT OF SALES PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH PT PRESSURE TRANSMITTER PTAC PACKAGED TERMINAL AIR CONDITIONER PV PLUG VALVE PVC POLYVINYL CHLORIDE QTY QUANTITY RA RETURN AIR GRILLE / REGISTER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REL RELIEF REQD REQUIRED RF RETURN FAN RH RELATIVE HUMIDITY RHC REHEAT COIL RLA RATED LOAD AMPS RM ROOM RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR GRILLE / REGISTER SC SHORT CIRCUIT SCA SHORT CIRCUIT AVAILABLE SCCR SHORT CIRCUIT CURRENT RATING SCH SCHEDULE SD SMOKE DAMPER SEF SMOKE EXHAUST FAN SF SUPPLY FAN SH SENSIBLE HEAT SH SHOWER SP STATIC PRESSURE SPD SURGE PROTECTION DEVICE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SS SAFETY SHOWER STD STANDARD STL STEEL SYS SYSTEM TEMP TEMPERATURE TR TRANSFER GRILLE / REGISTER TR TAMPER RESISTANT TT TEMPERATURE TRANSMITTER TTB TELECOMMUNICATIONS TERMINAL BACKBOARD TYP TYPICAL TX TRANSFORMER UC UNDERCUT DOOR UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UNOCC UNOCCUPIED UR URINAL V VOLTS VA VOLT AMPERE VA VALVE VAV VARIABLE AIR VOLUME UNIT VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW VOLT VOLTAGE VTR VENT THROUGH ROOF W WIDTH W WATTS W/ WITH W/O WITHOUT WB WET BULB WC WATER COLUMN WC WATER CLOSET WG WATER GAUGE WP WEATHERPROOF WPIU WEATHERPROOF IN-USE WSR WITHSTAND RATING XFMR TRANSFORMER SUBSTITUTIONS:RESPONSIBLE DIVISION: UNLESS OTHERWISE INDICATED ALL HEATING, VENTILATING, AIR CONDITIONING, PLUMBING, AND OTHER MECHANICAL EQUIPMENT, MOTORS, AND CONTROLS SHALL BE FURNISHED, SET IN PLACE AND WIRED AS FOLLOWS: ITEM FURNISHED SET POWER CONTROL WIRED WIRED EQUIPMENT 23 23 26 -- COMBINATION MAGNETIC MOTOR STARTERS, MAGNETIC MOTOR STARTERS, VFD'S AND CONTACTORS 23(1)26 26(2)23 FUSED AND UNFUSED DISCONNECT SWITCHES, THERMAL OVERLOAD SWITCHES AND HEATERS, MANUAL MOTOR STARTERS 26 26 26 -- MANUAL-OPERATING AND MULTI-SPEED SWITCHES 23 26 26 26 CONTROLS, RELAYS, TRANSFORMERS 23 23 26 23 THERMOSTATS (LOW VOLTAGE) AND TIME SWITCHES 23 23 26 23 THERMOSTATS (LINE VOLTAGE) 23 23 26 26 TEMPERATURE CONTROL PANELS 23 23 26 23 MOTOR AND SOLENOID VALVES, DAMPER MOTORS, PE & EP SWITCHES 23 23(2)--23(2) PUSH-BUTTON STATIONS AND PILOT LIGHTS 23 23(2)-- 23(2) HEATING, COOLING, VENTILATION AND AIR CONDITIONING CONTROLS 23 23 26 23 EXHAUST FAN SWITCHES 23 26 26 23(2) SUBSCRIPT FOOTNOTES: 1.MOTOR STARTER TO INCLUDE CONTROL TRANSFORMER, HOA SWITCH, (1) NO AND (1)NC AUXILIARY CONTACT, AND “ON” AND “OFF” PILOT LIGHTS. 2.IF ITEM IS FOR LINE VOLTAGE, SET IN PLACE AND CONNECT UNDER DIVISION 26. WHERE FACTORY MOUNTED ON EQUIPMENT OR ATTACHED TO PIPING OR DUCTS AND USING LINE VOLTAGE FURNISH AND SET UNDER DIVISION 23, CONNECT UNDER DIVISION 26. ABBREVIATIONS: SECURITY CAMERA SECURITY SYSTEM LEGEND ADA DOOR OPERATOR PUSH BUTTONHC F LA-7 BRANCH CIRCUIT PANELBOARD TELEPHONE TERMINAL BOARD ELECTRIC MOTOR FUSED SAFETY SWITCH / DISCONNECT COMBINATION MOTOR STARTER CONTACTOR CIRCUITRY HOMERUN: PANEL LA - CIR. #7 CONDUIT OR WIRE CONCEALED IN WALL/CLG. (SOLID LINE TYPE) CONDUIT OR WIRE UNDERFLOOR/UNDERGND. (CENTER LINE TYPE) FUSED DISCONNECT 100A = AMP RATING 2P = NUMBER OF POLES CIRCUIT BREAKER IN A PANEL BOARD PAD MOUNTED UTILITY TRANSFORMER M ELECTRICAL METER SHOWN ON ONE-LINE DIAGRAMS MAIN DISTRIBUTION GEAR ELECTRICAL POWER PANEL WITH MAIN LUG OR MAIN BREAKER PP1= PANEL NAME 225A MLO = MAIN LUG OR BREAKER SIZE 120/208V = PANEL VOLTAGE 3PH, 4 WIRE = PANEL PHASE, DISTRIBUTION TYPE 100 A 2 POLE FUSED DISCONNECT PP1 225A MLO 120/208V 3PH, 4W PP1 225A MCB 120/208V 3PH, 4W C INTERCOM PUSH TO CALL SWITCH CLOCK / PA SPEAKER WALL MOUNTED CLOCK ONLY COMMUNICATION LEGEND ABOVE THE CEILING PROJECTOR CONNECTION WALL MOUNTED HDMIHDMI PLAIN DATA OUTLET PROJECTOR WIRELESS ACCESS POINT ABOVE THE CEILING ROUND CEILING MOUNTED SPEAKER WAP PLAIN DATA OUTLET WITH MOUNTING HEIGHT80" SQUARE SPEAKERS ELECTRICAL EQUIPMENT LEGEND S S S S S S S S S S S S S MO EMR A WALL MOUNTED SCONCE LIGHT FIXTURE RECESSED DOWNLIGHT CAN FIXTURE SURFACE CEILING OR PENDANT MOUNTED FIXTURE DOUBLE FACE EXIT SIGN, WALL AND CEILING MOUNTED SINGLE FACE EXIT SIGN, WALL AND CEILING MOUNTED WALL MOUNTED EMERGENCY LIGHT EMERGENCY EXTERIOR EGRESS FIXTURE SWITCHES LIGHT FIXTURES EM EX1 EX2 A A A DR D 4 3 2 LV TO MA SINGLE POLE SWITCH TWO POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH DOOR ACTIVATED SWITCH LOW VOLTAGE LIGHT SWITCH MANUAL MOTOR STARTER OS MA P PILOT LIGHT SWITCH AUTO ON / AUTO OFF LIGHT SWITCH A 3D 3 WAY DIMMER SWITCH - (4D INDICATES A 4WAY DIMMER) NOTES: SYMBOLS SHOWN ARE STANDARD. VARIATION AND/OR COMBINATIONS MAY BE USED ON THE PLANS. THIS LIST SHOWS STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS; HOWEVER, WHEREVER THE SYMBOL ON THE PROJECT DRAWINGS OCCUR, THE ITEM SHALL BE PROVIDED AND INSTALLED. VARIATION AND/OR COMBINATION MAY BE USED ON THE PLANS. A NUMBER NEXT TO A RECEPTACLE OR DEVICE INDICATES A CIRCUIT NUMBER. AN UPPER CASE LETTER NEXT TO A SWITCH INDICATES THE FUNCTION OF THE SWITCH. A LOWER CASE LETTER INDICATES THE SWITCH CIRCUIT. AN UPPER CASE LETTER NEXT TO A LIGHT FIXTURE INDICATES THE TYPE OF FIXTURE. REFER TO THE LUMINAIRE SCHEDULE FOR FIXTURE SPECIFICATIONS. A LOWER CASE LETTER NEXT TO A LIGHT CORRESPONDS TO THE SWITCH DESIGNATION. MO CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH WALL MOUNTED DUAL TECHNOLOGY MANUAL ON / AUTO OFF VACANCY SENSOR SWITCH A 2'x4' LED TROFFER OR DIRECT/INDIRECT TYPE FIXTURE GRID, FLANGE OR SURFACE MOUNTED 1'x4' LED TROFFER OR DIRECT/INDIRECT TYPE FIXTURE GRID, FLANGE OR SURFACE MOUNTED 2'x2' LED TROFFER OR DIRECT/INDIRECT TYPE FIXTURE GRID, FLANGE OR SURFACE MOUNTED S S K T KEY OPERATED LIGHT SWITCH MANUAL ON / AUTO OFF DIMMING LIGHT SWITCH SSC SCENE CONTROL STATION SMS UNIT LIGHTING MANAGEMENT CONTROL STATION, LIGHTING LEGEND ELECTRIC DOOR STRIKEDS CARD READER FOR DOOR OPERATORCR S SMO COMBINATION DATA/TELEPHONE FLOOR MOUNTED COMBINATION DATA/TELEPHONE CEILING MOUNTED COMBINATION DATA/TELEPHONE TELEVISION OUTLET DUAL TECHNOLOGY MOTION / OCCUPANCY SENSOR LIGHT SWITCH MANUAL ON - TIMED OFF LIGHT SWITCH WALL BRACKET LINEAR FIXTURE OPEN STRIP FIXTUREJ D MA MA CEILING MOUNTED DUAL TECHNOLOGY MANUAL ON / AUTO OFF VACANCY SENSOR RL F FLOW SWITCH PIR DETECTOR SMOKE DETECTOR - PHOTOELECTRIC REMOTE LAMP D DUCT DETECTOR CEILING MOUNTED SPEAKER FIRE ALARM HORN/STROBE FIRE ALARM STROBE FIRE ALARM HORN FIRE ALARM PULL STATION FIRE ALARM EQUIPMENT LEGEND TAMPER SWITCH FS PIR TS P H 135°135° STANDARD HEAT DETECTOR S DOOR HOLD - MAGNETIC HOLDDH FIRE ALARM CONTROL PANELFACP T D J J ROOM 100 CEILING JUNCTION BOX - SURFACE/FLUSH WALL JUNCTION BOX - SURFACE/FLUSH DUPLEX RECEPTACLE FLOOR MOUNTED RECEPTACLE SPLIT WIRED DUPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE FOURPLEX RECEPTACLE FLOOR MOUNTED FOURPLEX RECEPTACLE APPLIANCE RECEPTACLE - 3 WIRE THERMOSTAT DRAWING KEY NOTES ROOM DESIGNATION ELECTRIC HAND DRYER OPEN/CLOSE/STOP PUSH BUTTON ELECTRICAL DEVICE LEGEND 1 ABBREVIATIONS PERTAIN TO ALL DUPLEX AND FOURPLEX RECEPTACLES: AC ABOVE COUNTER AC GF ABOVE COUNTER - GROUND FAULT CIRCUIT INTERRUPTER AC USB ABOVE COUNTER WITH USB PORT AF ARC FAULT PROTECTED AF USB ARC FAULT PROTECTED WITH USB PORT AF GF ARC FAULT WITH GROUND FAULT CIRCUIT INTERRUPTER D DEDICATED RECEPTACLE D USB DEDICATED RECEPTACLE WITH USB PORT EM RECEPTACLE CIRCUITED TO THE EMERGENCY PANEL WITH RED COVER PLATE GF GROUND FAULT CIRCUIT INTERRUPTER GF WP WEATHER PROOF GROUND FAULT CIRCUIT INTERRUPTER PL PLUG LOAD 72"GENERAL PURPOSE WITH MOUNTING HEIGHT. DUPLEX RECEPTACLE DS DS CEILING MOUNTED DAYLIGHT HARVESTING SENSOR GENERAL ELECTRICAL NOTES: 1.ALL ELECTRICAL WORK TO COMPLY WITH LATEST EDITION OF NEC, IECC AND ALL APPLICABLE GOVERNING CODES. 2.FIELD COORDINATION DURING CONSTRUCTION IS IMPERATIVE. CONTRACTORS BIDDING THIS WORK MUST MAKE REASONABLE ALLOWANCES FOR UNFORESEEN CONTINGENCIES. 3.ELECTRIC UTILITY TO ADVISE OWNER AND/OR THE ELECTRICAL ENGINEER PRIOR TO SERVICE MODIFICATION REQUIRING COST TO THE OWNER. WIRING: 1.ALL WIRING IS SHOWN DIAGRAMMATICALLY ON DRAWING, FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH-IN. 2.ALL CONDUITS AND CONVEYANCES SHALL BE CONCEALED. IN THE EVENT THAT A NEW DEVICE IS BEING INSTALLED IN AN EXISTING DRYWALL PARTITION, PROVIDE A CUT IN TYPE BOX AND FISH FLEXIBLE CONDUIT DOWN INSIDE THE WALL FROM ABOVE THE CEILING AND REPAIR THE DRYWALL AROUND THE CONDUIT. TRANSITION TO EMT ONCE ABOVE THE CEILING. 3.SIZES OF WIRE AND CABLES ARE BASED UPON COPPER CONDUCTORS, UNLESS OTHERWISE INDICATED. ALL CIRCUITS SHALL CONTAIN (2) #12 AWG WITH (1) #12 GND IN 1/2" CONDUIT UNLESS NOTED OTHERWISE. 4.ALL BRANCH CIRCUITS WITH HOME RUNS OVER 50 FEET, WILL BE SIZED ONE SIZE LARGER. 5.ALL PENETRATIONS IN OR THROUGH FIRE RATED PARTITIONS SHALL BE FIRE STOPPED IN SUCH A WAY THAT THE PENETRATION MATCHES THE FIRE RATING OF THE WALL. 6.THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN THE APPROPRIATE DISCIPLINES AND CONTRACTORS. 7.COORDINATE ALL DEVICE, FIXTURE AND HARDWARE COLOR SELECTIONS WITH THE ARCHITECT PRIOR TO MAKING SHOP DRAWING SUBMITTALS. 8.COORDINATE THE MOUNTING HEIGHTS OF ALL RECEPTACLES MOUNTED ABOVE COUNTERS, CASEWORK AND APPLIANCE RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. 9.BRANCH CIRCUIT AND SPECIAL SYSTEMS WIRING FOR DEVICES ON WALLS IN FINISHED AREAS WHICH CANNOT BE CONCEALED SHALL BE INSTALLED IN SURFACE MOUNTED RACEWAY. 10.ALL EXPOSED CONDUITS, BOXES, ETC. IN ROOMS TO BE PAINTED SHALL BE PAINTED TO MATCH THE SURROUNDING SURFACE. EXPOSED CONDUITS, BOXES, ETC. IN ROOMS WHICH ARE NOT PAINTED MAY BE LEFT UN-PAINTED. EXPOSED CONDUIT, BOXES, ETC. ON THE EXTERIOR OF BUILDINGS SHALL BE PAINTED TO MATCH THE SURROUNDING SURFACE AS CLOSELY AS POSSIBLE. 11.THE CONTRACTOR IS RESPONSIBLE FOR PATCHING, PAINTING, REPAIRING OR REPLACEMENT OF ALL WALLS, CEILING OR OTHER BUILDING ELEMENTS WHICH ARE DISTURBED AS PART OF THE DEMOLITION AND/OR INSTALLATION OF ELECTRICAL WORK. 12.PROVIDE ELECTRICAL CONNECTION TO ALL FIRE, SMOKE, AND FIRE / SMOKE DAMPERS INCLUDING POWER AND FIRE ALARM. VERIFY EXACT SIZE AND FINAL LOCATION OF ALL DAMPERS WITH THE MECHANICAL CONTRACTOR. ALL ROOFTOP UNITS RATED AT MORE THAN 2000 CFM WILL BE OUTFITTED WITH A DUCT DETECTOR IN THE RETURN DUCT. ALL ROOFTOP UNITS RATED AT MORE THAN 15000 CFM WILL BE OUTFITTED WITH A DUCT DETECTOR IN BOTH THE SUPPLY AND RETURN DUCT AT ROOFTOP LEVEL AND IN THE RETURN DUCT AT EVERY LEVEL THAT IS SERVED. ELECTRICAL CONTRACTOR WILL PROVIDE A REMOTE TEST STATION AND ALL WIRING NECESSARY TO COMPLETE INSTALLATION. 13.REFER TO THE MECHANICAL EQUIPMENT SCHEDULE FOR ADDITIONAL REQUIREMENTS ASSOCIATED WITH PLUMBING AND HVAC EQUIPMENT AND OWNER/GENERAL CONTRACTOR FURNISHED EQUIPMENT. LUMINAIRES: 1.COORDINATE THE LOCATION OF ALL LIGHTING EQUIPMENT INCLUDING BUT NOT LIMITED TO THE LUMINAIRES, SWITCHES WITH THE ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND ALL OTHER TRADES AS REQUIRED. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR DIMENSIONAL LOCATION OF LIGHT FIXTURES. 2.LIGHTING FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE AND SHALL NOT BE SUPPORTED FROM THE T-BAR CEILING GRID. 3.THE ELECTRICAL CONTRACTOR IS TO CONFIRM THE LIGHT FIXTURES ORDERED WILL BE COMPATIBLE WITH THE CEILING TYPES AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING THE FIXTURES. 4.VERIFY LUMINAIRE MOUNTING REQUIREMENTS AND OVERALL HEIGHT OF ALL PENDANT MOUNTED FIXTURES PRIOR TO ORDERING. 5.ALL LIGHT FIXTURES NEED TO BE COMPATIBLE WITH THE SWITCHES AND CONTROLS BEING PROVIDED. 6.THE LIGHTING PACKAGE SHALL BE APPROVED BY BOTH THE ARCHITECT AND ENGINEER AS APPROVED EQUAL BEFORE BID. NO LIGHT FIXTURE SHALL BE ORDERED UNTIL THE LIGHT FIXTURE SUBMITTAL PACKAGE HAS BEEN APPROVED IN WRITING BY THE ARCHITECT, GENERAL CONTRACTOR AND ELECTRICAL ENGINEER. 7.COORDINATE LUMINAIRE MOUNTING REQUIREMENTS PRIOR TO PLACING ORDER. Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 3/4HP 208V 1Ø EXISTING NOTIFIER FIRE ALARM PANEL S2 MDC2 PP2-7,9 C CARD READER RELOCATE RELOCATE INSTALL 20 AMP FUSES IN THE EXISTING SPARE DISCONNECT AND EXTEND #12 CONDUCTORS TO THE LIGHTING PANEL FOR THIS PORTION OF THE BUILDING ELECTRICAL - BASEMENT PLAN SCALE: 1/8"=1'-0" NORTH Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' CUH-1 CUH-2 EUH-1 EUH-3 F 30A 208V 3Ø S PLUGMOLD **20USB512 VERIFY COLOR GFCI S IN PIT PP1-25,27,29 PP1-33 PP1-35 PP1-37 PP1-24 PP1-26 GFCI 18" GFCI 18" PP1-28 PP1-32 PP1-34 PP1-36 PP2 ALL DATA LINES TO EXTEND FROM THIS ROOM WIFIWIFI WIFI WIFI WIFI WIFI SP-1 J PP1-38 PP2-1 PP2-3 PP2-2 PP2-4 PP2-5 PP2-6 GFCI WP PP2-8 TYCO APS-4C-208V CONTROLLER CAFETERIA PANEL SPEAKER USB USB USB 18"AFF WIFIWIFI J J 2" PVC CONDUIT IN FLOOR CAVITY FOR FIBER OPTIC 2" PVC CONDUIT EXISTING J RECESSED PANEL FOR 2 AUDIO JACKS AND VOLUME CONTROL PROVIDE WIRING TO AV CLOSET PER AUDIO REQUIREMENTS PROVIDE WIRING TO THE 4 SPEAKERS FIBER OPTIC CABLE TO BE ROUTED OUTSIDE OF PORCH DURING CONSTRUCTION. FOR ELEVATOR DISPLAY LIGHTS J J P P P J J P P P P C C C PP1-42 USB USB USB USB USB USB P INSTALL DATA LINE TO WIFI CLOSET IN ROOM 112 EXISTING CONDUIT EXTENDING TO EXTERIOR SERVICE ELECTRICAL - FIRST FLOOR PLAN SCALE: 1/8"=1'-0" NORTH Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' PLUGMOLD GFCI 44" GFCI 44" GFCI 44" GFCI 44" GFCI 44" GFCI 44" GFCI 44" EUH-2 PP1 EF-1 EF-2 GFCI WP GFCI WP GFCI WP PP1-1 PP1-3 GFCI 44" PP1-2 PP1-4,6 PP1-8 PP1-5 PP1-7 PP1-9 PP1-10 PLUGMOLD **20USB512 VERIFY COLOR PP1-11PP1-13 PP1-15 TO ROOF OUTLET PP1-17 PP1-21PP1-19 PP1-23 PP1-22 PP1-30 WIFI WIFI GFCI 44" SWITCH /LIGHTS J J J JJ HT HT H T HT HT HT HT HT HT HT HT HT H T HT HT HT H T HT HT HT PROVIDE ATTACHMENT CLIPS COMPATIBLE WITH ROOF TO HOLD HEAT TRACE ETI-SC-40C 208/240V HEAT TRACE CONTROLLER TO HEAT TRACE CONTROLLER PP1-41,43,45 KH-1 VERIFY REQUIREMENT & WIRING 2 DATA LINES 2 DATA LINES USB USB USB 4 DATA LINES 60" NETWORK CABINET 38" 38" 38" PP1-39 44" 44" 60" 60" PP1-44,46 LIGHTING PANEL ELECTRICAL - SECOND FLOOR PLAN SCALE: 1/8"=1'-0" NORTH Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' ERV-1 S2 ON ROOF GFCI WP F EDH-1 PP1-16,18,20 PP1-12,14 J J J J H T H T HT HT HT HT HT HT HT HTHT HTHT HTHT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT HT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT H T H T HT HT PROVIDE ATTACHMENT CLIPS COMPATIBLE WITH ROOF TO HOLD HEAT TRACE TO HEAT TRACE CONTROLLER CIT-1 SNOW SENSOR GIT-1 ICE SENSOR J PP2-15,17 VIA HT CONTROLLER PP2-16,18 VIA HT CONTROLLER HT HT J J H T H T HT HT H T H T HT HT ELECTRICAL - ROOF PLAN SCALE: 1/8"=1'-0" NORTH Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' FUSE DISCSTART SIZE BRKRBRANCH CIRCUIT AMPS LOAD FULLUNIT NO LOADFUNCTION (NOTES) VOLTS Ø CONDUIT CONDUCTOR SIZE MECHANICAL EQUIPMENT SCHEDULE COMB: COMBINATION MOTOR STARTER MAG: MAGNETIC MOTOR STARTER NR: NONE REQUIRED P/I: PLUG-IN UNIT CONT: CONTRACTOR MAN: MANUAL MOTOR STARTER W/U: SUPPLIED WITH UNIT: SIZE NO.WIRE GRND WIRE SIZE CUH 1 CABINET UNIT HEATER 208V 1 1/2"2 12 12 15 NR S2 EUH 2 ELECTRIC UNIT HEATER 120V 1 1/2"2 12 12 20 NR S 6.25A EBH 2 ELECTRIC BASEBOARD HEATER 120V 1 1/2"2 12 12 20 NR S 6.3A EDH 1 ELECTRIC DUCT HEATER ERV 1 ENERGY RECOVERY VENTILATOR 208V 1 1/2"2 10 10 30 NR S218.5A NEMA 3R 800 AMP BUSSED, 42KAIC RATED 4 #3/0+GND) 2(2"C 400A/3 C.B. PANEL MDC1 120/208 3Ø 200A/3 C.B. TRANSFORMER UTILITY METER UTILITY 1"C 120/208 3Ø CAFETERIA PANEL EXISTING ONE-LINE DIAGRAM 4 #3/0+GND) 2(2"C 200A/3 C.B. MDC2 PANEL SPARE PP1 UPSTAIRS UNIT CUH-2 IS SIMILAR EUH 1 ELECTRIC UNIT HEATER 120V 1 1/2"2 12 12 20 NR S 4.2A EUH 3 ELECTRIC UNIT HEATER 120V 1 1/2"2 12 12 20 NR S12.5A 208V18KW 3 50.0A 1"3 4 8 70 NR 100 70 500W 750W 1500W EF 1 EXHAUST FAN 120V 1 1/2"2 12 12 20 NR.O1A SP 1 SUMP PUMP 120V 1 1/2"2 12 12 20 NR S 8.6A.5 HP PP2 BASEMENT A A (4#3/0 +1#4G THHN CU)2"C A NOTE: ALL CATALOG NUMBERS ARE RAYCHEM CABLE GM1-X HANGER DOWNSPOUT KIT END SEAL HEAT TRACE INSTALLATION DETAIL GMK-E GMK-DH NO SCALE INSTALL A TYCO APS-4C-208V CONTROLLER WITH SC-40C-208 SATELLITE CONTACTOR. INCLUDE 1 GIT-1 GUTTER ICE SENSORS AND 1 CIT-1 SNOW SENSOR PROVIDE (2) 30 AMP TWO POLE BREAKERS. EXTEND #10 THHN COPPER CONDUCTORS TO THE CONTROLLER AND CONTACTOR. PROVIDE RAYCHEM GM-2XT (208V) CABLE AND ASSOCIATED CONNECTION KITS. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. PANEL SCHEDULE - PP1 TYPE:PANELBOARD BUS SIZE:400 PHASES:3 NEUTRAL BUS:YES VOLTAGE:120/208 MAIN BRKR:200 WIRES:4 GROUND BUS:YES ENCLOSURE:NEMA1 MOUNTING:FLUSH SC RATING:10000 LOAD TYPE LOAD DESCRIPTION AMPS CKT#0/CKT#AMPS LOAD TYPE LOAD DESCRIPTION POLES LOAD LOAD POLES RECEPTACLE KITCHEN COUNTER 20A 1 A 2 20A APPLIANCE MICROWAVE ---1P 360 560 1P GROUND FAULT BREAKER 5 MA APPLIANCE DISHWASHER 20A 3 B 4 50A APPLIANCE RANGE GROUND FAULT BREAKER 5 MA 1P 1200 4000 2P GROUND FAULT BREAKER 5 MA RECEPTACLE GAME AREA 20A 5 C 6 ---APPLIANCE --- ---1P 540 4000 ------ RECEPTACLE GAME AREA 20A 7 A 8 20A RECEPTACLE KITCHEN COUNTER ---1P 540 360 1P --- RECEPTACLE EAST LOUNGE & NOOK 20A 9 B 10 20A RECEPTACLE DECK OUTLETS ---1P 1440 540 1P --- RECEPTACLE PLUGMOLD 20A 11 C 12 30A MECH YEAR ROUND UNIT ERV-1 ---1P 1440 1924 2P --- RECEPTACLE PLUGMOLD 20A 13 A 14 ---MECH YEAR ROUND --- ---1P 1440 1924 ------ RECEPTACLE PLUGMOLD 20A 15 B 16 ---MECH HEATING --- ---1P 1440 6000 ------ RECEPTACLE STORAGE,JAN,BATH,ROOF 20A 17 C 18 70A MECH HEATING UNIT EDH-1 ---1P 720 6000 3P --- RECEPTACLE MEETING ROOM 20A 19 A 20 ---MECH HEATING --- ---1P 720 6000 ------ RECEPTACLE MEETING ROOM FLOOR 20A 21 B 22 20A RECEPTACLE SOUTH LOUNGE ---1P 720 720 1P --- RECEPTACLE MEETING ROOM 20A 23 C 24 20A RECEPTACLE ALCOVE 102 ---1P 540 720 1P --- MISCELLANEOUS ------25 A 26 20A RECEPTACLE DINING 101 ------2880 720 1P --- MISCELLANEOUS ELEVATOR 30A 27 B 28 20A RECEPTACLE EXTERIOR OUTLETS SHUNT TRIP BREAKER 3P 2880 360 1P --- MISCELLANEOUS ------29 C 30 20A MECH HEATING UNIT EUH-2 ------2880 750 1P --- SPACE SHUNT TRIP SPACE 0A 31 A 32 20A MECH HEATING UNIT EUH-3 ---1P 0 1500 1P --- LIGHTING ELEVATOR LIGHTS 20A 33 B 34 20A RECEPTACLE ALCOVE 139 ---1P 100 540 1P --- RECEPTACLE ELEVATOR ROOM 20A 35 C 36 20A RECEPTACLE DINING ---1P 180 180 1P --- RECEPTACLE ELEVATOR PIT 20A 37 A 38 20A MISCELLANEOUS UNIT SP-1 ---1P 750 1032 1P --- MISCELLANEOUS NETWORK CABINET 20A 39 B 40 20A SPARE UNALLOCATED FUTURE ---1P 200 200 1P --- MISCELLANEOUS ------41 C 42 20A MISCELLANEOUS VESTIBULE 104 HANDICAP DOOR ------500 200 1P --- MISCELLANEOUS HEAT TRACE 15A 43 A 44 20A LIGHTING LIGHTING PANEL ---3P 500 1500 2P --- MISCELLANEOUS ------45 B 46 ---LIGHTING --- ------500 1500 ------ SPACE ------47 C 48 ---SPACE --- ------0 0 ------ SUBFEED ------49 A 50 ---MISCELLANEOUS --- ------2910 0 ------ SUBFEED PANEL PP2 200A 51 B 52 100A MISCELLANEOUS FUTURE PV ARRAY ---3P 3896 0 3P --- SUBFEED ------53 C 54 ---MISCELLANEOUS --- ------3526 0 ------ LOADS BY TYPE:LOADS BY PHASE: LOAD CONNECTED DEMAND DEMAND CONNECTED CONNECTED BALANCE TYPE LOAD (VA)FACTOR LOAD (VA)PHASE LOAD (VA)LOAD (AMPS)(PERCENT) LIGHTING 3100.00 1.25 3875.00 A 23696.00 197.47 A-B: 90.3 KITCHEN 0.00 1.00 0.00 B 26236.00 218.63 B-C: 91.9 PROCESS 0.00 1.00 0.00 C 24100.00 200.83 C-A: 98.3 RECEPTACLES 10000.00 1.00 10000.00 RECEPTACLES 8530.00 0.50 4265.00 TOTAL/AVERAGE 74032.00 205.64 93.5 MECH HEATING 20750.00 1.00 20750.00 MECH COOLING 0.00 1.00 0.00 MECH YEAR ROUND 3848.00 1.00 3848.00 NOTES: APPLIANCE 9760.00 1.00 9760.00 MISCELLANEOUS 17244.00 1.00 17244.00 1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS. MOTOR 0.00 1.00 0.00 SPARE 800.00 1.00 800.00 LARGEST MOTOR 1 ABOVE 0.25 962.00 TOTAL 74032.00 71504.00 PANEL SCHEDULE - PP2 TYPE:PANELBOARD BUS SIZE:225 PHASES:3 NEUTRAL BUS:YES VOLTAGE:120/208 MAIN BRKR:200 WIRES:4 GROUND BUS:YES ENCLOSURE:NEMA1 MOUNTING:SURFACE SC RATING:10000 LOAD TYPE LOAD DESCRIPTION AMPS CKT#0/CKT#AMPS LOAD TYPE LOAD DESCRIPTION POLES LOAD LOAD POLES RECEPTACLE VESTIBULE HANDICAP DOORS 20A 1 A 2 20A RECEPTACLE PLUGMOLD OFFICE 109 ---1P 500 1440 1P --- RECEPTACLE BOOKSTORE COUNTER 20A 3 B 4 20A MECH HEATING UNIT EUH-1 ---1P 360 500 1P --- RECEPTACLE BOOKSTORE 117 20A 5 C 6 20A RECEPTACLE BOOKSTORE 117 ---1P 540 540 1P --- MISCELLANEOUS DUMB WAITER LIFT 20A 7 A 8 20A RECEPTACLE OFFICE 110 ---2P 790 180 1P --- MISCELLANEOUS ------9 B 10 20A SPARE UNALLOCATED FUTURE ------790 200 1P --- SPARE UNALLOCATED FUTURE 20A 11 C 12 20A SPARE UNALLOCATED FUTURE ---1P 200 200 1P --- SPACE ------13 A 14 ---SPACE --- ------0 0 ------ MISCELLANEOUS SNOW MELT 30A 15 B 16 30A MISCELLANEOUS SNOW MELT ---2P 990 1056 2P --- MISCELLANEOUS ------17 C 18 ---MISCELLANEOUS --- ------990 1056 ------ SPACE ------19 A 20 ---SPACE --- ------0 0 ------ SPACE ------21 B 22 ---SPACE --- ------0 0 ------ SPACE ------23 C 24 ---SPACE --- ------0 0 ------ LOADS BY TYPE:LOADS BY PHASE: LOAD CONNECTED DEMAND DEMAND CONNECTED CONNECTED BALANCE TYPE LOAD (VA)FACTOR LOAD (VA)PHASE LOAD (VA)LOAD (AMPS)(PERCENT) LIGHTING 0.00 1.25 0.00 A 2910.00 24.25 A-B: 74.7 KITCHEN 0.00 0.00 0.00 B 3896.00 32.47 B-C: 90.5 PROCESS 0.00 1.00 0.00 C 3526.00 29.38 C-A: 82.5 RECEPTACLES 3560.00 1.00 3560.00 MECH HEATING 500.00 1.00 500.00 TOTAL/AVERAGE 10332.00 28.70 82.6 MECH COOLING 0.00 1.00 0.00 MECH YEAR ROUND 0.00 1.00 0.00 NOTES: APPLIANCE 0.00 1.00 0.00 MISCELLANEOUS 5672.00 1.00 5672.00 1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS. MOTOR 0.00 1.00 0.00 SPARE 600.00 1.00 600.00 LARGEST MOTOR 1 ABOVE 0.25 0.00 TOTAL 10332.00 10332.00 KH 1 KITCHEN HOOD 120V 1 1/2"2 12 12 20 NR S 1.5A UNIT EF-2 IS SIMILAR WITH FEED THRU LUGS WITH FEED-THRU LUGS CONDUIT EXTENDING FROM THE EXTERIOR OF THE BUILDING TO THE SERVICE IS EXISTING CONTRACTOR IS TO EXTEND THE CONDUIT TO PANEL PP2 AND INSTALL THE CONDUCTERS. Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 LIGHT-000 LIGHTING LEGEND LIGHT-100 MAIN LEVEL LIGHTING LIGHT-101 UPPER LEVEL LIGHTING LIGHTING REFERENCES 4. ¾” “”“”“” “” STANDBY, UPS, ETC.) PER CIRCUITING INDICATED SHADED RECEPTACLES NOTED "ON ALT." ABOVE ARE SIMPLEX RECEPTACLE - WALL, CEILING, ON ALT. DUPLEX RECEPTACLE - WALL, CEILING, ON ALT. DOUBLE DUPLEX RECEPTACLE - WALL, CLG, ON ALT. DUPLEX RECEPTACLE - WALL - HALF SWITCHED RECEPTACLE TYPE SHOWN -WALL -ABOVE COUNTER BACKSPLASH. SEE ARCHITECTURAL DRAWINGS. CONNECTED TO ALTERNATE POWER SOURCE (EMERG., COMBINATION SWITCH/DUPLEX RECEPTACLE DUPLEX RECEPTACLE - WALL - WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTERGFCI S "ON ALT." AB SYMBOL DESCRIPTION POWER DEVICES FLUSH FLOOR BOX DEVICE - DEVICE TYPE PER PEDESTAL FLOOR DEVICE - DEVICE TYPE PER RECEPT. TYPE SHOWN AT SPECIAL HEIGHT RECEPT. TYPE SHOWN W/ WEATHERPROOF COVER MULTI-SERVICE FLOOR BOX CAST IN CONC. OR RECEPTACLES & SIGNAL OUTLETS AS NOTED. SYMBOLS ABOVE SYMBOLS ABOVE JUNCTION BOX PROVIDE BLANK COVER U.N.O. IN RAISED FLOOR - SEE ARCH DWGS; WITH J CLOCK HANGER RECEPTACLE +42" WP MOTORIZED SHADE. VERIFY MOTOR LOCATIONS WITH SCONCE, "FOOT" INDICATES WALL MOUNTING. F* 1071 A* LUMINAIRE MARKING CONVENTIONS: ###1 = SEQUENTIAL CIRCUIT IN ROOM. 107# = ARCHITECTURAL ROOM NUMBER E* = EMERGENCY SPECIFIC F* = FLUORESCENT X* = EXIT SIGNS* = SITE SPECIFIC A* = INCANDESCENTH* = HID ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES, ARROWS AS SHOWN POLE TOP MOUNTED LUMINAIRE FLUSH GRADE POINT SOURCE POLE MOUNTED LUMINAIRE- SINGLE OR DUAL HEAD FLOOR OR GRADE MOUNTED BOLLARD VERIFY HEIGHT WITH ARCHITECT, INTERIOR DESIGNER. WALL MOUNTED LINEAR (SIZES VARY) HEADS) - WALL, CEILING MOUNTED. BATTERY POWER EMERGENCY UNIT EQUIPMENT (SEE LUMINARE SCHEDULE FOR QUANTITY OF RECESSED STEPLIGHT TO ALTERNATE POWER SOURCE (EMERGENCY, UPS, PROVIDE APPROPRIATE BRACED JUNCTION BOX SURFACE OR PENDANT CEILING FAN - STRIPLIGHT WITH REFLECTOR OR LENS TRACK OR LOW VOLTAGE LIGHTING WITH HEADS STRIPLIGHT RECESSED BATH FAN OR FAN/LIGHT NON LINEAR PENDANT (SIZE, SHAPE VARIES) SURFACE, RECESSED CEILING MTD. DOWNLIGHT OR POINT SOURCE - DIRECTIONAL OR WALLWASH - SUSPENDED LINEAR PENDANT (SIZE/SHAPE VARIES) STANDBY, ETC.) PER CIRCUITING INDICATED SURFACE, RECESSED CEILING MTD. SYMBOL SURFACE PARABOLIC TROFFER (SIZE/SHAPE RECESSED PARABOLIC TROFFER (SIZE/SHAPE RECESSED LENSED TROFFER (SIZE/SHAPE VARIES) SURFACE LENSED LUMINAIRE (SIZE/SHAPE VARIES) DESCRIPTION SHADING OF ANY LUMINAIRE INDICATES CONNECTION VARIES) VARIES) LIGHTING L* = LEDD* = DECORATIVE LETTER DESIGNATION FOLLOWED BY SEQUENTIAL NUMBER CIRCUITING CONVENTION: OCCUPANCY SENSOR & SWITCH GANGED UNDER A DESIGNATED BY LETTER. 1/2 LIGHT REDUCTION CONTROLLED BY SWITCH, CONTROL ALL LIGHT FIXTURES IN ROOM WITH COMMON COVER PLATE. OCCUPANY SENSOR TO LIGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS. PROVIDE 120V OR 277V CONTROL TRANSFORMER OR POWER SUPPLY. CONCEAL FROM REMOTE MOUNTED LINE TO LOW-VOLTAGE FUSED POWER AS REQUIRED OR AS INDICATED.LCP # b OS a OCCUPANCY SENSOR - WALL MOUNTED 360 DEGREE OCCUPANCY SENSOR - CEILING MTD. CORRIDOR/AISLE OCCUPANCY SENSOR - CEILING 180 DEGREE OCCUPANCY SENSOR - CEILING MTD. OS OS MOUNTED TIME CLOCK OS OS TC D DIMMER SWITCH. NUMBER INDICATES WATTAGE LOCATE ADJACENT TO ADJACENT TO LIGHT SWITCHES. LINE VOLTAGE, VARIABLE SPEED FAN CONTROL WEATHERPROOF SWITCH EXPLOSION PROOF SWITCH MULTI-BUTTON LIGHTING CONTROL SWITCH INDIVIDUAL SWITCH CONFIGURATION VARIES. PHOTOCELLPC S # WPS SFAN XPS RATING. IF NOT SHOWN THEN EQUAL TO LOAD. JAMB SWITCH TIMER SWITCH TSS JAMBS TO CONTROL ALL LIGHTING WITHIN ROOM, U.O.N.). TOGETHER. NO SUBSCRIPT INDICATES SWITCH KEY OPERATED SWITCH FOUR WAY SWITCH THREE WAY SWITCH TWO POLE SWITCH SIMILARLY MARKED LUMINAIRES CONTROLLED SINGLE POLE SWITCH (SUPERSCRIPT DENOTES S S SK S 4 3 aS 2 SYMBOL DESCRIPTION SWITCHING & CONTROLS LIGHTING SHEET INDEX GENERAL NOTES VIEW. LINEAR LOW VOLTAGE COVE OR UNDERCABINET SHADE VENDOR AND INSTALLER. LIGHT-001 LIGHTING SCHEDULES ARROW INDICATES OPTICAL ORIENTATION 1. IESNA HANDBOOK 9TH EDITION, 2010 3. IECC 2021 2. NATIONAL ELECTRIC CODE VERSION 2023 1071 revision dates: LIGHT- original issue date: 43 4 1 c o u n t y r o a d 1 1 3 , c a r b o n d a l e , c o l o r a d o 1 8 6 2 3 (9 7 0 ) 9 4 8 - 2 6 3 7 a a r o n @ a l p e n g l o w i n c . c o m Lighting design, arrangements, plans, specifications, and ideas presented by these drawings are the sole property and copyright of Alpenglow Lighting Design, Inc. and shall not be used without written permission. CR M S B A R F O R K RE N O V A T I O N S A N D A D D I T I O N S LIGHTING LEGEND 1/10/24 000 LUMINAIRE SCHEDULE WALLBOX DEVICE SCHEDULE S # OS OS LIGHTING CONTROL SCHEDULE LIGHTING CONTROL SCHEDULE SCALE:1 TYPE L3 & L4 AT CUPOLA NONE revision dates: LIGHT- original issue date: 43 4 1 c o u n t y r o a d 1 1 3 , c a r b o n d a l e , c o l o r a d o 1 8 6 2 3 (9 7 0 ) 9 4 8 - 2 6 3 7 a a r o n @ a l p e n g l o w i n c . c o m Lighting design, arrangements, plans, specifications, and ideas presented by these drawings are the sole property and copyright of Alpenglow Lighting Design, Inc. and shall not be used without written permission. CR M S B A R F O R K RE N O V A T I O N S A N D A D D I T I O N S LIGHTING SCHEDULES 2/15/24 001 CD revision dates: LIGHT- original issue date: 43 4 1 c o u n t y r o a d 1 1 3 , c a r b o n d a l e , c o l o r a d o 1 8 6 2 3 (9 7 0 ) 9 4 8 - 2 6 3 7 a a r o n @ a l p e n g l o w i n c . c o m Lighting design, arrangements, plans, specifications, and ideas presented by these drawings are the sole property and copyright of Alpenglow Lighting Design, Inc. and shall not be used without written permission. CR M S B A R F O R K RE N O V A T I O N S A N D A D D I T I O N S LIGHTING COMPLIANCE 2/15/24 002 CD S 1 1'-6" 1'-6" EQ. EQ. 1'-6" L12-2 L12-3 L12-3 L12-3 L12-3 L1 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6L21-6L21-6 L21-6 L21-6L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L2A1-3 L2A1-3 L2A1-3 L2A1-3 L2A1-3 L2A1-3 L31-16 L31-16 L31-16 L31-16 L31-16 OS OS OS L12-1 L102-4 L102-7 L101-8 L21-5 L21-5 L11-1 L11-1 L11-1 L11-1 L11-2 L11-2L11-2 L101-5L101-8 L11-4 L11-4L11-4 L11-4 L11-10 L51-12 L8 L8 L101-8 D11-7 L31-16 L8 L91-19 L81-18 L8L8 L82-6 L81-20L81-20 L7L112-8 X1X1 X1 X1 X1 X1 X1L81-18 L81-18L81-18 T 100W T 100W T 100W T 100W T 100W T 100W L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L21-6 L102-4 L102-4 L102-4 L102-4 L102-4 L102-4 L102-4 L102-4 L102-4 L102-4 L7 L102-7 L102-7 L102-7 L12-1 L12-1L12-1 L12-1 L12-1 L12-1 L12-1 L12-1 L12-1 L12-1 L12-1 L82-6 L82-6 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2 L12-2L12-2 L12-2 L12-2L12-2 L51-9 L2A1-3L2A1-3 L112-8 L81-18 L81-18 L8L8 L7 L51-11 L11-10 L11-10 L11-10 L11-10 L51-17 L51-14 L11-2 L11-1 L11-1 L11-2 L101-5 L91-19 L91-8 L21-6 L21-6 L21-6 L21-6 L2A1-3 L2A1-3 L11-4 L11-4 L21-21 L21-21 L7 L7 L3A1-8 T40W UNDERBENCH L91-8 L8 L8 OS OS OS OS OS OS L91-8 S 2 S 3 S 4 S 5 S 6 S 7 S 8 OS S 9 S 9 S10 S11 OS S14 OS OS OS L7 OS L7 OS revision dates: LIGHT- original issue date: 43 4 1 c o u n t y r o a d 1 1 3 , c a r b o n d a l e , c o l o r a d o 1 8 6 2 3 (9 7 0 ) 9 4 8 - 2 6 3 7 a a r o n @ a l p e n g l o w i n c . c o m Lighting design, arrangements, plans, specifications, and ideas presented by these drawings are the sole property and copyright of Alpenglow Lighting Design, Inc. and shall not be used without written permission. CR M S B A R F O R K RE N O V A T I O N S A N D A D D I T I O N S 2/15/24 100 CD SCALE:1 MAIN LEVEL LIGHTING PLAN 1/8"=1'-0" L8 L8 L72-18 L2B2-20 L62-14 L112-9 L42-18 L62-12 L62-10 L112-8 L12-13 X1 X1 X1 X1 L112-8 L112-8 L112-8 L112-9 L112-9 L112-9 L62-11 L62-11 L62-11 L62-11 L62-11 L62-11 L62-11 L62-11 L62-11L62-11L62-11L62-11L62-11L62-11L62-11 L62-12 L62-12 L62-12 L62-12 L62-12 L62-12 L62-12 L12-13 L12-13 L62-10 L62-10 L62-10 L62-10 L62-10 L62-10 L62-10L62-10L62-10 L62-10L62-10 L62-10 L62-10 L62-10L62-10 L62-10 L62-10 L62-10 L62-10 L62-10 L62-10 L62-10 L62-10L62-10 L62-10 L62-10 L62-10L62-10 L62-10 L62-10 L62-10 L62-10 L62-10 L62-10 L42-18 L42-18 L42-18 L42-18 L42-18 L42-18L42-18L42-18 L62-14 L62-14 L62-14 L62-14 L62-14 L62-14 L62-14 L112-14 L112-14 FN1 L2B2-20 L2B2-20 L32-19 L62-10 L72-15 L72-15 L72-15 L72-15 L72-15L72-15 L3B2-20 L32-20 L32-20 L112-14 L112-14 T100W T3X200W OS OS S12 S13 OS revision dates: LIGHT- original issue date: 43 4 1 c o u n t y r o a d 1 1 3 , c a r b o n d a l e , c o l o r a d o 1 8 6 2 3 (9 7 0 ) 9 4 8 - 2 6 3 7 a a r o n @ a l p e n g l o w i n c . c o m Lighting design, arrangements, plans, specifications, and ideas presented by these drawings are the sole property and copyright of Alpenglow Lighting Design, Inc. and shall not be used without written permission. CR M S B A R F O R K RE N O V A T I O N S A N D A D D I T I O N S 2/15/24 101 CD SCALE:1 UPPER LEVEL LIGHTING PLAN 1/8"=1'-0" A.SUBSTITUTIONS: SUBSTITUTION OF SPECIFIED EQUIPMENT WILL BE ALLOWED THROUGH A PRIOR APPROVAL PROCESS INITIATED BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT INTENDED SUBSTITUTION AT LEAST FIVE DAYS PRIOR TO BID FOR APPROVAL FROM ENGINEER. SUBMITTAL SHALL INCLUDE CAPACITIES, DIMENSIONS AND OPERATING INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT. SUBSTITUTION SHALL OCCUR AT NO COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF APPROVED SUBSTITUTION AND SHALL INCUR ALL COSTS ASSOCIATED WITH THE SUBSTITUTION INCLUDING STRUCTURAL MODIFICATIONS, SPACE LAYOUT AND REDESIGN COSTS. SEE ALSO DIVISION I GENERAL REQUIREMENTS. EXAMINATION OF SITE, DRAWINGS, SPECIFICATIONS: A.EXAMINE CAREFULLY THE SITE AND CONDITIONS OF THE SITE. PROVIDE ALL NECESSARY EQUIPMENT AND LABOR TO INSTALL A COMPLETE WORKING SYSTEM WITHIN THE SITE CONDITIONS. B.EXAMINE THE DRAWINGS AND SPECIFICATIONS AND 5 DAYS PRIOR TO BIDDING REPORT ANY ERRORS, OMISSIONS, INCONSISTENCIES, AND CONFLICTS TO THE ENGINEER TO BE REMEDIED IN AN ADDENDUM TO THE PROJECT PRIOR TO BID TIME. C.DRAWINGS ARE DIAGRAMMATIC AND CATALOG NUMBERS GIVEN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE CAPACITY OF THE EQUIPMENT MEETS THE DRAWING REQUIREMENTS AND SHALL NOT DIMENSION FROM THE MECHANICAL, PLUMBING, OR PIPING DRAWINGS. D.THE LATEST ADOPTED VERSIONS OF THE INTERNATIONAL BUILDING CODES SHALL BE USED AS REQUIRED. THIS WILL ALSO INCLUDE THE LATEST ADOPTED VERSIONS OF THE MECHANICAL, PLUMBING, AND ENERGY CONSERVATION CODES. ALL METHODS AND MATERIALS REQUIRED BY THESE CODES SHALL BE REQUIRED BY THESE SPECIFICATIONS UNLESS INDICATED OTHERWISE. OTHER APPLICABLE LOCAL CODES AND ORDINANCES SHALL BE AS REQUIRED AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO BE KNOWLEDGEABLE OF THESE REQUIREMENTS. E.WHERE INSTALLATION PROCEDURES OR ANY PART THEREOF ARE REQUIRED TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MATERIAL BEING INSTALLED, PRINTED COPIES OF THESE RECOMMENDATIONS SHALL BE FURNISHED TO THE ENGINEER PRIOR TO INSTALLATION. INSTALLATION OF THE ITEM WILL NOT BE ALLOWED TO PROCEED UNTIL THE RECOMMENDATIONS ARE RECEIVED. FAILURE TO FURNISH THESE RECOMMENDATIONS CAN BE CAUSE FOR REJECTION OF THE MATERIAL. 44”MOUNTING HEIGHT ABOVE FINISHED FLOOR TO CENTER OF DEVICE A AMPS A.D.ACCESS DOOR AAV AIR ADMITTANCE VALVE ABV ABOVE AC AIR CONDITIONING UNIT AC ABOVE COUNTER AD AREA DRAIN (SEE SYMBOLS) A.F.C.ABOVE FINISHED CEILING A.F.G.ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY AFCI ARC FAULT CIRCUIT INTERRUPTERS A.F.F.ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM AP ACCESS PANEL OR DOOR ATS AUTOMATIC TRANSFER SWITCH AV AUDIO / VIDEO AVG AVERAGE AWG AMERICAN WIRE GAGE BAS BUILDING AUTOMATION SYSTEM BB BASEBOARD BD BACK DRAFT DAMPER BFP BACK FLOW PREVENTOR BL BOILER BLDG BUILDING BLW BELOW BOB BOTTOM OF BEAM BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BSMT BASEMENT BTU BRITISH THERMAL UNIT C CHILLER CAFCI COMBINATION ARC FAULT CIRCUIT INTERRUPTERS CAP CAPACITY CB CIRCUIT BREAKER CBV CIRCUIT BALANCING VALVE CCT CORRELATED COLOR TEMPERATURE CKT CIRCUIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CI CAST IRON CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPRESSOR CONC CONCRETE COND CONDENSATE CONN CONNECTION CONT CONTINUATION CONTR CONTRACTOR CRI COLOR RENDERING INDEX CT COOLING TOWER CT CURRENT TRANSFORMER CU CONDENSING UNIT CU COPPER CUH CABINET UNIT HEATER CVB CONSTANT VOLUME BOX CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DB DRY BULB DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGRAM DIFF DIFFERENTIAL DISCH DISCHARGE DIV DIVISION DN DOWN DS DUCT SILENCER DWG DRAWING DX DIRECT EXPANSION (E) EXISTING EA EXHAUST AIR GRILLE/REGISTER EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR ECC ECCENTRIC EF EXHAUST FAN EFF EFFICIENCY EL ELEVATION ELEC ELECTRIC ELEV ELEVATOR EM EMERGENCY FUNCTION ENT ENTERING EMT ELECTRIC METALLIC TUBE EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ES END SWITCH ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE EX EXHAUST EXPAN EXPANSION EXT EXTERNAL F DEGREES FAHRENHEIT FA FREE AREA FC FAN COIL UNIT FC FOOTCANDLE FCV FLOW CONTROL VALVE FD FIRE DAMPER FD FLOOR DRAIN FIN FINISHED FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FOB FLAT ON BOTTOM FOT FLAT ON TOP FP FIRE PROTECTION FP FIRE PUMP FPM FEET PER MINUTE FPS FEET PER SECOND FS FLOW SWITCH FSD FIRE/SMOKE DAMPER FT FEET FXC FLEXIBLE CONNECTION GND GROUND GA GAUGE GAL GALLON GALV GALVANIZED GEC GROUND ELECTRODE CONDUCTOR GFCI / GFI GROUND FAULT CIRCUIT INTERRUPTER GC GENERAL CONTRACTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRS/LB GRAINS PER POUND H 2O WATER HB HOSE BIBB HD HEAD (SEE SCHEDULES) HP HEAT PUMP HP HORSEPOWER HR HOUR HT HEIGHT HTR HEATER HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ ID INSIDE DIAMETER IG ISOLATED GROUND IN INCHES INV INVERT JBOX JUNCTION BOX K KELVIN KW KILOWATT KVA KILO VOLT - AMPS L LENGTH LAT LEAVING AIR TEMPERATURE LV LAVATORY LB POUND LD LINEAR DIFFUSER LF LINEAR FEET LIN LINEAR LIQ LIQUID LM LUMEN LRA LOCKED ROTOR AMPS LV LOUVER LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSANDS OF BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MD MOTORIZED DAMPER MDP MAIN DISTRIBUTION PANEL MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUG ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MUA MAKE-UP AIR UNIT N NEUTRAL NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NL NIGHT / SECURITY LIGHT - DO NOT SWITCH NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OCC OCCUPIED OCP OVER CURRENT PROTECTION OD OUTSIDE DIAMETER OL OVERLOAD ORD OVERFLOW ROOF DRAIN OZ OUNCE PBD PARALLEL BLADE DAMPER PD PRESSURE DROP PH PHASE POS POSITIVE PRESSURE POS POINT OF SALES PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH PT PRESSURE TRANSMITTER PTAC PACKAGED TERMINAL AIR CONDITIONER PV PLUG VALVE PVC POLYVINYL CHLORIDE QTY QUANTITY RA RETURN AIR GRILLE / REGISTER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REL RELIEF REQD REQUIRED RF RETURN FAN RH RELATIVE HUMIDITY RHC REHEAT COIL RLA RATED LOAD AMPS RM ROOM RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR GRILLE / REGISTER SC SHORT CIRCUIT SCA SHORT CIRCUIT AVAILABLE SCCR SHORT CIRCUIT CURRENT RATING SCH SCHEDULE SD SMOKE DAMPER SEF SMOKE EXHAUST FAN SF SUPPLY FAN SH SENSIBLE HEAT SH SHOWER SP STATIC PRESSURE SPD SURGE PROTECTION DEVICE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SS SAFETY SHOWER STD STANDARD STL STEEL SYS SYSTEM TEMP TEMPERATURE TR TRANSFER GRILLE / REGISTER TR TAMPER RESISTANT TT TEMPERATURE TRANSMITTER TTB TELECOMMUNICATIONS TERMINAL BACKBOARD TYP TYPICAL TX TRANSFORMER UC UNDERCUT DOOR UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UNOCC UNOCCUPIED UR URINAL V VOLTS VA VOLT AMPERE VA VALVE VAV VARIABLE AIR VOLUME UNIT VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW VOLT VOLTAGE VTR VENT THROUGH ROOF W WIDTH W WATTS W/ WITH W/O WITHOUT WB WET BULB WC WATER COLUMN WC WATER CLOSET WG WATER GAUGE WP WEATHERPROOF WPIU WEATHERPROOF IN-USE WSR WITHSTAND RATING XFMR TRANSFORMER SUBSTITUTIONS:RESPONSIBLE DIVISION: UNLESS OTHERWISE INDICATED ALL HEATING, VENTILATING, AIR CONDITIONING, PLUMBING, AND OTHER MECHANICAL EQUIPMENT, MOTORS, AND CONTROLS SHALL BE FURNISHED, SET IN PLACE AND WIRED AS FOLLOWS: ITEM FURNISHED SET POWER CONTROL WIRED WIRED EQUIPMENT 23 23 26 -- COMBINATION MAGNETIC MOTOR STARTERS, MAGNETIC MOTOR STARTERS, VFD'S AND CONTACTORS 23(1)26 26(2)23 FUSED AND UNFUSED DISCONNECT SWITCHES, THERMAL OVERLOAD SWITCHES AND HEATERS, MANUAL MOTOR STARTERS 26 26 26 -- MANUAL-OPERATING AND MULTI-SPEED SWITCHES 23 26 26 26 CONTROLS, RELAYS, TRANSFORMERS 23 23 26 23 THERMOSTATS (LOW VOLTAGE) AND TIME SWITCHES 23 23 26 23 THERMOSTATS (LINE VOLTAGE) 23 23 26 26 TEMPERATURE CONTROL PANELS 23 23 26 23 MOTOR AND SOLENOID VALVES, DAMPER MOTORS, PE & EP SWITCHES 23 23(2)--23(2) PUSH-BUTTON STATIONS AND PILOT LIGHTS 23 23(2)-- 23(2) HEATING, COOLING, VENTILATION AND AIR CONDITIONING CONTROLS 23 23 26 23 EXHAUST FAN SWITCHES 23 26 26 23(2) SUBSCRIPT FOOTNOTES: 1.MOTOR STARTER TO INCLUDE CONTROL TRANSFORMER, HOA SWITCH, (1) NO AND (1)NC AUXILIARY CONTACT, AND “ON” AND “OFF” PILOT LIGHTS. 2.IF ITEM IS FOR LINE VOLTAGE, SET IN PLACE AND CONNECT UNDER DIVISION 26. WHERE FACTORY MOUNTED ON EQUIPMENT OR ATTACHED TO PIPING OR DUCTS AND USING LINE VOLTAGE FURNISH AND SET UNDER DIVISION 23, CONNECT UNDER DIVISION 26. ABBREVIATIONS: SECTION THROUGH RETURN DUCT SECTION THROUGH SUPPLY OR OUTSIDE AIR DUCT SUPPLY OR OUTSIDE AIR DUCT ACCESS DOOR (BOTTOM OR SIDE) ACOUSTICALLY LINED DUCT FIRE DAMPER, SMOKE DAMPER, FIRE/SMOKE DAMPER MANUAL VOLUME DAMPER INCLINED DROP IN DIRECTION OF ARROW INCLINED RISE IN DIRECTION OF ARROW TRANSITION, RECTANGULAR TO ROUND FLEXIBLE DUCT IN-LINE FAN TRANSITION, RECTANGULAR SPIN-IN COLLAR INTO ADAPTER ON TOP OF DUCT CEILING SUPPLY AIR REGISTER/GRILLE SIDEWALL SUPPLY AIR REGISTER (SR) ELBOW TURNED DOWN ELBOW TURNED UP ELBOW, RADIUS TYPE ELBOW, SQUARE OR RECTANGULAR TYPE WITH AIRFOIL TURNING VANES CEILING RETURN AIR REGISTER (RR) OPEN END DUCT FLEXIBLE CONNECTION SIDEWALL RETURN AIR REGISTER (RR) VD FXC RR DD PIPE DROPPING DOWN PIPE RISING UP DIRECTION OF FLOW RELIEF/SAFETY VALVE FLOW METER-VENTURI FLOW METER-ORIFICE AUTOMATIC AIR VENT (EXTEND AUTOMATIC FILL VALVE DISCHARGE TO DRAIN) MANUAL AIR VENT CONCENTRIC REDUCER ECCENTRIC REDUCER STEAM LEAK DETECTOR TPV S CBV R D STRAINER MV AV GAS COCK AQUASTAT VB VACUUM BREAKER EXPANSION LOOP GAS PRESSURE STEAM TRAP ANCHOR EJ TT FS TH PT/PS G PRESSURE SWITCH & SYPHON (STEAM) GAUGE COCK TRANSMITTER OR THERMOMETER EXPANSION JOINT TEMPERATURE FLOW SWITCH GUIDE A DIRECTION OF PITCH-RISE OR DROP STRAINER WITH BLOW OFF VALVE UNION - SCREWED OR FLANGED FLOAT OPERATED CO CD T CARBON MONOXIDE CARBON DIOXIDE THERMOSTAT CONTROL VALVE REGULATOR TRANSMITTER PRESSURE GAUGE WITH FSD FIRE SMOKE DAMPER RELIEF VALVE SOLENOID VALVE TEMPERATURE/PRESSURE DIAPHRAGM VALVE BALANCING VALVE BALL VALVE GLOBE VALVE, ANGLE GATE VALVE, ANGLE LIFT CHECK VALVE SWING CHECK VALVE GATE VALVE BUTTERFLY VALVE PLUG VALVE GLOBE VALVE CIRCUIT SETTING BALANCING VALVE THREE WAY CONTROL VALVE TWO WAY CONTROL VALVE PRESSURE REDUCING VALVE (PRV) EXISTING EQUIPMENT OR PIPE TO BE REMOVED. CS CONDENSER WATER SUPPLY CR CONDENSER WATER RETURN R REFRIGERANT LIQUID AND VAPOR LINE RS REFRIGERANT SUCTION / VAPOR HWS HOT WATER SUPPLY HWR HOT WATER RETURN HPS HEAT PUMP SUPPLY HPR HEAT PUMP RETURN V VENT PIPING D DRAIN G NATURAL GAS SMS SNOWMELT SUPPLY SMR SNOWMELT RETURN CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN LINE DESIGNATION SYMBOLS MECHANICAL ELEMENTS / VALVING SMOKE DAMPER FIRE / SMOKE DAMPERFSD SD RH REFRIGERANT HIGH PRESSURE VAPOR CA COMPRESSED AIR FD - SD - FSD SECTION THROUGH EXHAUST AIR DUCT HX S AIR VENT HYDRAULIC SEPARATOR AIR SEPARATOR HEAT EXCHANGER DIGITAL SENSOR OR PUMP HVAC & DUCTWORK SYMBOLS POINT OF CONNECTION OF NEW TO EXISTING Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 MECHANICAL - BASEMENT PLAN SCALE: 1/8"=1'-0" NORTH 2-1/2"Ø HWR 2-1/2"Ø HWS M1-1 MECHANICAL KEYNOTES: 1.CONNECT TO EXISTING SUPPLY AND RETURN HEATING PIPING IN BOILER ROOM. ARCHITECT TO FIELD LOCATE ROUTING. 2.ALL NEW SUPPLY & RETURN PIPE RISERS TO/FROM BASEMENT. 2 1 Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' MECHANICAL - FIRST FLOOR PLAN SCALE: 1/8"=1'-0" NORTH CUH-1 BBR-1 (7'-0") A A BANQUETTE SEATING DETAIL (TYP) SCALE: 1"=1'-0" SECTION A-A EUH-3 CUH-2 EUH-1 M1-2 MECHANICAL KEYNOTES: 1.RETURN AIR DUCT UP TO ROOF. ARCHITECT TO PROVIDE A DECORATIVE OPENING AT THE BASE OF THE MASONRY FEATURE FOR THE RETURN DUCT INLET. RETURN DUCT INLET MUST HAVE A TOTAL FREE AREA OF 320 SQ IN. 2.ALL NEW SUPPLY & RETURN PIPE RISERS TO/FROM BASEMENT. 3.3/4"Ø SUPPLY/RETURN PIPES. CONNECT TO EXISTING. 4.ROUTE SUPPLY/RETURN PIPES THROUGH FIRST FLOOR CEILING AND DROP DOWN AT EACH RESPECTIVE RADIANT HEATER. 5.SUPPLY/RETURN PIPES GO UP AND DOWN TO GET OVER DOORWAY. RETURN AIR TO BE EXHAUSTED A A A A A A A A B B (SHEET M1-4) BBR-3 (29'-6") 2 FTR-1 (10'-0") FTR-1 (39'-0") FTR-1 (10'-0") FTR-1 (25'-0") FTR-1 (19'-0") 4" MIN CLEARANCE AS NEEDED FOR FIN TUBE RADIATION FIN TUBE (FTR-1) AIR SPACE OPENING (INTAKE) FOR FIN TUBE HEATING SEAT CUSHONS HEATED AIR (OUT) LG-1 CONTINUOUS LINEAR BAR GRILL 7-5/8" MIN 1-1/4"Ø HWR 2"Ø HWR 2"Ø HWS 1-1/4"Ø HWR 1-1/4"Ø HWS 3 3 3 3 1-1/4"Ø HWS1-1/4"Ø HWR 1-1/4"Ø HWS T T TT T T 3 5 5 4 4 4 RETURN PIPE BBR-2 (11'-0") 140"x8" T 3 BBR-2 (11'-0")Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' MECHANICAL - SECOND FLOOR PLAN SCALE: 1/8"=1'-0" NORTH BBR-1 (10'-0") BBR-1 (27'-0") BBR-1 (25'-0") BBR-4 (23'-0")BBR-4 (7'-6") BBR-4 (5'-6") EUH-2 24"x12" EF-16"Ø EF-2 6"Ø M1-3 MECHANICAL KEYNOTES: 1.RETURN AIR DUCT UP FROM FIRST FLOOR. 2.RETURN AIR DUCT IN ROOF FRAMING CHASE. 3.RETURN AIR DUCT UP THROUGH ROOF TO ERV. CONTRACTOR TO FIELD LOCATE EXACT LOCATION OF RETURN DUCT THROUGH ROOF. REFER TO SECTION B-B ON SHEET M1-4. 4.ALL NEW SUPPLY & RETURN PIPE RISERS TO/FROM BASEMENT. 5.ROUTE SUPPLY/RETURN PIPES UNDER THE SECOND LEVEL FLOOR TO EACH RESPECTIVE RADIANT HEATER. 6.EXHAUST FAN DUCTED TO SIDEWALL TERMINATION. PROVIDE WITH VENT HOOD OR WALL CAP. MAINTAIN ALL REQUIRED CLEARANCES IN ACCORDANCE WITH WITH THE 2018 IMC, SECTION 501.3. 7.CONNECT 8"Ø SUPPLY DUCT TO BOTTOM OF SUPPLY DUCT ON ROOF AND RUN HORIZONTALLY TO MISS THE RETURN DUCT BELOW AND THEN DROP THROUGH ROOF TO CEILING SPACE BELOW. PROVIDE WEATHERPROOF ROOF JACK AT PENETRATION AND VOLUME DAMPER AT TAKEOFF. 8.ROUTE RETURN DUCT BACK TO EXHAUST DUCT ON ERV AS SHOWN. 140"x8" 40"x8"2 2 3 B (SHEET M1-4) BBR-1 (7'-6") 4 KH-1 8"Ø 6 6 3/4"Ø HWS 3/4"Ø HWS 3/4"Ø HWS 3/4"Ø HWR BBR-1 (20'-0") 3/4"Ø HWS 3/4"Ø HWR 3/4"Ø HWR 3/4"Ø HWS 3/4"Ø HWR 3/4"Ø HWS T T 3/4"Ø HWR T 5 5 T T 5 5 1"Ø HWR 1"Ø HWS B 8"Ø 8"Ø CD-1 210 CFM RG-1 7 8 Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' MECHANICAL - ROOF PLAN SCALE: 1/8"=1'-0" NORTH ERV-1 EDH-1 (ON SUPPLY DUCT) B SW-1 (3X) 1 SUPPLY AIR TO INSIDE3 4 B 24"x12" 24"x12" SECTION B-B SECOND FLOOR FIRST FLOOR NO GRILLE ON RETURN DUCT INLET. ARCHITECT TO PROVIDE A DECORATIVE OPENING AT THE BASE OF THE MASONRY FEATURE FOR THE 40" X 8" RETURN DUCT INLET. RETURN DUCT INLET MUST HAVE A TOTAL FREE AREA OF 320 SQ IN. MASONRY FEATURE WALL SUPPLY AIR TO INSIDE RETURN AIR TO BE EXHAUSTED 24"x12" EDH-1 48" MIN 2 ARCHITECT TO PROVIDE A 26" HIGH INSULATED PRE-FAB CURB 4 SW-1 (3X) ERV-1 48" MIN 4'-2" 40"x8" 40"x8" 24"x12" 8"Ø M1-4 MECHANICAL KEYNOTES: 1.RETURN AIR DUCT UP THROUGH ROOM FROM SECOND FLOOR PLENUM SPACE. CONTRACTOR TO FIELD LOCATE EXACT LOCATION OF RETURN DUCT THROUGH ROOF. 2.RETURN AIR DUCT IN SECOND FLOOR CEILING SPACE, BELOW ROOF. 3.MECHANICAL CONTRACTOR TO PROVIDE PLENUM BOX FOR AIR NOZZLE DIFFUSERS. ADJUST AIR NOZZLE DIRECTION AS NEEDED. CONSTRUCT ALL DUCT IN ACCORDANCE WITH SMACNA STANDARDS. 4.INSULATE SUPPLY DUCT (R-12). INSTALL ELECTRIC DUCT HEATER ON INSULATED SUPPLY DUCT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 MECHANICAL PROVISIONS: 1. SCOPE OF WORK A.THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B.ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C.THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D.ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A.THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A.SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ARCHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. FLEXIBLE DUCT WORK A.FLEXIBLE TYPE DUCT SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERAL BASE. FLEXIBLE DUCT CONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B.USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C.CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. 5. REFRIGERANT A. PIPING CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S REC0MMENDATIONS AND IN SUCH A WAY AS TO BE INCONSPICUOUS AND FREE FROM ANY POSSIBLE CONDENSATION. B. INSULATE REFRIGERANT LINES WITH ARMOUR-FLEX TYPE INSULATION, SHALL BE TYPE "K" COPPER TUBING, WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 6. DUCTWORK A.THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. B.ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED OTHERWISE. C.CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS OTHERWISE SHOWN ON DRAWINGS. D.ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS, SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E.ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA"STANDARDS AND ACCEPTED GOOD PRACTICE. F.ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES.DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. G.ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/2" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL FACING. H.ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. DRAINAGE PIPING A.(CONDENSATE) SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS.PITCH HORIZONTAL LINES 1" IN 10'-0". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN, ROOF DRAIN OR INDIRECT WASTE DRAIN. 8. HVAC CONTROLS A.CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND THERMOSTATS AS REQUIRED. 9. ELECTRICAL A.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. 10. PIPE SUPPORTS A.ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TOSUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. 11. GAS PIPING A.PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 9" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS. 12. MISCELLANEOUS A.ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE.COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B.DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. C.VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE. D.THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. E.THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. F.PEX TUBING, IF PEX TUBING IS USED AS AN APPROVED ALTERNATE FOR APPLICATIONS WHERE METALLIC PIPING IS THE BASIS OF DESIGN. THE PEX MANUFACTURER SHALL SUBMIT SHOP DRAWINGS CLEARLY INDICATING THAT THE DESIGN HAS BEEN ANALYZED AND MODIFIED, AS REQUIRED TO MAINTAIN SCHEDULED HYDRONIC SYSTEM PARAMETERS. ANY DESIGN RESULTING IN INCREASED SYSTEM PRESSURE DROP AS A RESULT OF IMPROPER PEX SIZING OR DESIGN SHALL NOT BE PERMITTED. 13. TESTING AND BALANCING A.THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 14. GUARANTEE A.MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B.FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. MECHANICAL GENERAL NOTES: 1.DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2.DUCT DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. ALL DUCTING SHALL BE INSULATED PER 2021 IECC CODE REQUIREMENTS. (SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH NOT LESS THAN R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES AND WHERE LOCATED OUTSIDE THE BUILDING WITH NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 0 THROUGH 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 THROUGH 8. DUCTS LOCATED UNDERGROUND BENEATH BUILDINGS SHALL BE INSULATED AS REQUIRED IN THIS SECTION OR HAVE AN EQUIVALENT THERMAL DISTRIBUTION EFFICIENCY. UNDERGROUND DUCTS UTILIZING THE THERMAL DISTRIBUTION EFFICIENCY METHOD SHALL BE LISTED AND LABELED TO INDICATE THE R-VALUE EQUIVALENCY. WHERE LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 0 THROUGH 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 THROUGH 8. GARFIELD COUNTY IS CLIMATE ZONE 5B) 3.COORDINATE FINAL LOCATION OF THERMOSTAT WITH OWNER PRIOR TO INSTALLATION. IF THERMOSTAT IS LOCATED ON EXTERIOR WALL PROVIDE THERMOSTAT WITH INSULATED BACKING. 4.CONDENSING WATER HEATER, GAS FURNACE, AND BOILER VENT MATERIAL SHALL COMPLY WITH MANUFACTURER'S LISTED AND APPROVED MATERIALS. PVC SHALL NOT BE USED FOR FLUE/COMBUSTION AIR VENTING MATERIAL. ENGINEERS PREFERRED MATERIAL IS PRESSURE RATED, DOUBLE WALL, GASKETED, 316 STAINLESS STEEL CONDENSING FLUE VENTING MATERIAL. RECOMMENDED MANUFACTURER'S SELKIRK OR JERMIAS. 5.ROUTE CONDENSATE FROM CONDENSING MECHANICAL EQUIPMENT TO CONDENSATE NEUTRALIZATION KITS. CONDENSATE FROM NEUTRALIZATION KITS SHALL BE DISCHARGED INDIRECTLY THROUGH AIR GAP TO NEAREST FLOOR DRAIN. 6.MECHANICAL CONTRACTOR SHALL FIELD LOCATE EXISTING DUCTWORK PRIOR TO CONSTRUCTION. MECHANICAL CONTRACTOR SHALL COORDINATE TIE IN CONNECTION POINTS OF NEW SUPPLY DIFFUSERS WITH EXISTING DUCTWORK AS NECESSARY. 7.CONTRACTOR SHALL CLEAN AND SERVICE ALL EXISTING EQUIPMENT TO REMAIN. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO REMAIN IS PROPERLY FUNCTIONING PRIOR TO RE-USING EQUIPMENT. CONTRACTOR TO INSURE THAT FINAL MECHANICAL SYSTEM WILL OPERATE AS INTENDED ON PROVIDED DRAWINGS. 8.MECHANICAL EQUIPMENT MANUFACTURERS AS SCHEDULED ON MECHANICAL DRAWINGS ARE SUGGESTED MANUFACTURER'S. UNLESS NOTED OTHERWISE DUE TO OWNER/CLIENT REQUIREMENTS AND PREFERENCES. MECHANICAL CONTRACTOR CAN SUBMIT EQUIVALENT EQUIPMENT FROM MANUFACTURERS THAT DIFFER FROM SCHEDULED MECHANICAL EQUIPMENT. ALTERNATE MANUFACTURERS OF MECHANICAL EQUIPMENT WILL BE REVIEWED FOR EQUIVALENCE OF PERFORMANCE AND FUNCTIONALITY BY ENGINEER. HYDRONIC SYSTEM GENERAL NOTES: 1.DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2.THE HYDRONIC SYSTEM INSTALLING CONTRACTOR SHALL SAMPLE HYDRONIC SYSTEM FILL WATER PRIOR TO INITIAL FILLING OF HYDRONIC SYSTEM TO VERIFY THAT FILL WATER QUALITY TO BE USED MEETS BOILER MANUFACTURER RECOMMENDED WATER QUALITY CRITERIA. (I.E. TESTING OF TOTAL DISSOLVED SOLIDS, PH, IRON/METALS CONTENT (IRON OXIDES, COPPER, ETC.), DISSOLVED OXYGEN CONTENT, CHLORIDES, TOTAL HARDNESS, ETC.) IF THE TESTED FILL WATER DOES NOT MEET THE BOILER MANUFACTURER REQUIRED CRITERIA THE SYSTEM SHALL BE FILLED WITH DISTILLED WATER THAT MEETS THE BOILER MANUFACTURER'S REQUIRED WATER QUALITY CRITERIA. RECORDS OF THE SAMPLE SHALL BE PROVIDED TO ENGINEER AND OWNER SHOWING THAT THE WATER QUALITY MEETS THE BOILER MANUFACTURER QUALITY CRITERIA. 3.THE HYDRONIC SYSTEM INSTALLING CONTRACTOR SHALL PROVIDE QUARTERLY WATER SAMPLE TESTING DURING THE WARRANTY PERIOD (~90 DAYS). IF SAMPLES ARE OUT OF BOILER MANUFACTURER WATER QUALITY CRITERIA REQUIREMENTS THE OWNER SHALL BE NOTIFIED. WATER QUALITY SHALL BE ADDRESSED IMMEDIATELY AS TO PREVENT PREMATURE FAILURE OF BOILER HEAT EXCHANGERS AND HYDRONIC SYSTEM. IF NEEDED A WATER QUALITY ANALYST SHALL BE CONTACTED TO PROVIDE OPTIONS FOR WATER TREATMENT SOLUTIONS. IT IS SUGGESTED THAT AFTER THE WARRANTY PERIOD HAS EXPIRED THE OWNER CONTINUE TO SAMPLE AND VERIFY THE HYDRONIC SYSTEM WATER QUALITY IS WITHIN BOILER MANUFACTURER QUALITY CRITERIA. 4.EXISTING HYDRONIC SYSTEMS BEING RETROFITTED WITH NEW BOILERS SHALL BE COMPLETELY DRAINED OF ALL SYSTEM HYDRONIC FLUID. EXISTING HYDRONIC FLUID SHALL NOT BE RE-USED. THE EXISTING HYDRONIC SYSTEM SHALL BE PROPERLY CLEANED SO THAT THE HYDRONIC SYSTEM IS WITHIN BOILER MANUFACTURER WATER QUALITY CRITERIA REQUIREMENTS. ONCE THE SYSTEM HAS BEEN VERIFIED IT IS WITHIN REQURIED WATER QUALITY CRITERIA, NEW WORKING FLUID WATER/GLYCOL MIX SHALL BE PROVIDED. 5.CLEANING PRODUCTS USED TO FLUSH EXISTING BOILER SYSTEMS SHALL BE VERIFIED TO NOT DETERIORATE MATERIAL COMPONENTS WITHIN BOILER SYSTEM. (I.E. IF SYSTEM IS HAS COPPER, ALUMINUM, STAINLESS THE CLEANER SHALL BE APPROVED FOR USE FOR THE MATERIALS WITHIN SYSTEM.) THE INSTALLING CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S RECOMMENDATIONS AND CLEANING PROCEDURES FOR ITERATIONS UNTIL SATISFACTORY RESULTS ARE OBTAINED. 6.IF COUPON RACK IS NOT PROVIDED TO HYDRONIC SYSTEM, A SAMPLING HOSE BIB SHALL BE PROVIDED FOR SAMPLING OF HYDRONIC SYSTEM FLUIDS. THE HOSE BIB SHALL BE LOCATED AND ORIENTATED IN THE HYDRONIC SYSTEM SO THAT PARTICULATE SETTLING CANNOT OCCUR WITHIN THE HOSE BIB CAUSING LESS ACCURATE RESULTS. HOSE BIB TAP SHOULD BE LOCATED ON TOP OF SUPPLY/RETURN PIPING AND LABELED APPROPRIATELY. 7.A CERTIFIED BOILER MANUFACTURER'S REPRESENTATIVE SHALL PROVIDE STARTUP OF THE BOILER SYSTEM AND VERIFICATION THAT BOILERS ARE INSTALLED CORRECTLY. (SUCH AS EXCESS OXYGEN IN FLUE GASES, GAS PRESSURE, ETC.) 8.BOILER EMERGENCY POWER OFF (E.P.O.) SWITCHES SHALL BE PROVIDED AT EXIT DOORS WITHIN BOILER MECHANICAL ROOM. IN ACCORDANCE WITH ADOPTED CODE AND STANDARDS. DESTRATIFICATION FAN SCHEDULE EQUIPMENT NO.SERVICE LOCATION DIAM. (FT) # OF AIRFOILS WEIGHT (LBS) MOTOR FULL LOAD CIRCUIT SIZE CONTROL MANUFACTURER & MODEL OPTIONS/ACCESSORIES HP RPM VOLT/PH/HZ DF-1 DINING / LOUNGE AREA CUPOLA CEILING 14 8 96 0.5 56 110-125 / 1 / 60 3.8 A 10 A WIRED WALL CONTROL BIG ASS FANS, ESSENCE SEE NOTES NOTES: 1. VERIFY EXTENSION TUBE LENGTH AND MOUNTING METHODS WITH MANUFACTURER PRIOR TO ORDERING. FAN TO BE TIED INTO FIRE SUPPRESSION SYSTEM PER NFPA 13 REQUIREMENTS. FAN TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S FAN CLEARANCE GUIDELINES. IP43 RATED FAN MOTOR. PROVIDE WITH WIRELESS WALL CONTROLLER. EXHAUST FAN SCHEDULE EQUIPMENT NO.SERVICE LOCATION CFM EXTERNAL STATIC PRESS (IN. W.G.) MOTOR MANUFACTURER & MODEL OPTIONS/ACCESSORIES WATTS HP RPM VOLT/PH/HZ EF-1 2ND FLOOR RESTROOM CEILING 150 0.1 12.9 0.02 684 120/1/60 PANASONIC, FV-1115VK2 SEE NOTES EF-2 2ND FLOOR JANITOR CEILING 150 0.1 12.9 0.02 684 120/1/60 PANASONIC, FV-1115VK2 SEE NOTES NOTES: 1. CEILING MOUNTED EXHAUST FAN. HOUSING TO BE 26 GAUGE STEEL WITH ZINC-ALUMINUM-MAGNESIUM COATING. MOTOR TO BE BRUSHLESS ECM TYPE. PROVIDE WITH MOUNTING FRAME, ARCHITECTURAL GRILLE, BACKDRAFT DAMPER, PANASONIC FV-VS15VK1 MULTISPEED SWITCH WITH TIME DELAY. INLINE ELECTRIC DUCT HEATER EQUIPMENT NO.SERVICE CFM BTU/HR POWER (KW) AIR TEMP. RISE (F)V/PH/HZ DUCT WIDTH DUCT HEIGHT MANUFACTURER & MODEL OPTIONS/ACCESSORIES EDH-1 ERV-1 FRESH AIR DUCT 1,582 61,416 18 49 208/3/60 24"12"GREENHECK, IDHE-O SEE NOTES NOTES: 1. PROVIDE WITH POWER DISCONNECT, MULTI-STAGED HEATING ELEMENTS, MERCURY CONTACTOR, SCR CONTROLLER, PILOT LIGHT (INDICATES UNIT IS ENERGIZED), TIME DELAY RELAY, THERMAL OVERLOAD DETECTION, DUCT THERMOSTAT, AIRFLOW SENSOR, AND HINGED ACCESS COVER WITH LATCH. INSTALL OUTDOORS WITH ERV ON FRESH AIR DUCT (REF. ENERGY RECOVERY VENTILATOR SCHEDULE.) ELECTRIC UNIT HEATER SCHEDULE EQUIPMENT NO.SERVICE LOCATION LENGTH (IN) HEAT OUTPUT (BTU) MOTOR MANUFACTURER & MODEL FINISH OPTIONS/ACCESSORIES WATTS AMPS V/PH/FREQ. EUH-1 FIRE SPRINKLER ENTRY ROOM WALL N/A 1,707 500 4.16 120/1/60 BROAN, 165F WHITE SEE NOTE 2 EUH-2 2ND FLOOR ADA RESTROOM BASEBOARD 40"2,550 750 6.3 120/1/60 RAYWALL, E3707-040 PER ARCHITECT SEE NOTE 1 EUH-3 NORTH STAIRWELL WALL N/A 5,125 1,500 20 120/1/60 REZNOR, EHC SIZE 1 WHITE SEE NOTE 2 NOTES: 1. PROVIDE WITH SURFACE MOUNTING FRAME, TAMPER PROOF FRONT COVER, DOUBLE-POLE SINGLE-THROW CONCEALED ON/OFF SWITCH, LOCAL THERMOSTAT, THERMAL OVERLOAD PROTECTION & POWDER COATED FACE PLATE. 2. PROVIDE WITH SURFACE MOUNTING FRAME FOR NON-RECESSED UNIT. MOUNTING KIT WITH TAMPER PROOF INTEGRAL THERMOSTAT. BACKBOX SHALL BE HEAVY GAGE GALVANIZED STEEL WITH KNOCKOUTS FOR POWER LEADS. ENERGY RECOVERY VENTILATOR SCHEDULE EQUIPMENT NO.SERVICE LOCATION SUPPLY CFM E.S.P (IN W.G.) SUPPLY FAN EXHAUST (CFM) EXHAUST FAN ELECTRICAL MANUFACTURER & MODEL OPTIONS/ACCESSORIES HP TYPE:V./PH./HZ.HP TYPE:V./PH./HZ.MCA MOCP ERV-1 DINING HALL (1ST & 2ND FLOOR)2ND FLOOR ROOF 1,680 0.50 1.5 VFD 208/1/60 1,680 1.5 VFD 208/1/60 18.5 25 RENEWAIRE, HE2XRTR SEE NOTES NOTES: 1. PROVIDE WITH 12" INSULATED PRE-FAB CURB. PROVIDE RETURN AIR THERMOSTAT, INTERNALLY MOUNTED CONTROL CENTER SENSORS, MOTOR STARTER, CONTROL TRANSFORMER, HANGERS AND RUBBER IN SHEAR VIBRATION ISOLATORS, DOUBLE WALL CONSTRUCTION, FILTERS ON THE OUTSIDE AIR INTAKE, DEFROST PREHEATER, DUCT FLANGES, AND CONVENIENCE OUTLETS. INCLUDE INTEGRATED PROGRAMMABLE CONTROLS. AIRFLOW ORIENTATION IS HORIZONTAL FOR FRESH AIR TO INSIDE (FA) AND VERTICAL FOR ROOM AIR TO BE EXHAUSTED (RA). INLINE DUCT HEATER TO ALSO BE PROVIDED SEPARATELY (REF. ELECTRIC DUCT HEATER SCHEDULE) KITCHEN HOOD SCHEDULE EQUIPMENT NO.THROAT SIZE (DIAM.) HOOD SIZE (LxWxH)HOOD TYPE EXHAUST AIRFLOW (CFM)VOLTS PHASE FREQ.MANUFACTURER & MODEL OPTIONS/ACCESSORIES KH-1 8"23.5" x 30" X 12.5"RES. HOOD WITH FIRE SUPPRESSION 500 120 V 1 60 Hz GREENHECK, GRRS-W-30-R-E-O-N SEE NOTES NOTES: 1. 500 SERIES, LED LIGHT, EXHAUST COLLAR WITH REAR DISCHARGE AND INTEGRAL FAN, FIRE SUPPRESSION SYSTEM, REMOTE CONTROL PANEL, MANUAL PULL STATION, AND HORN STROBE. EXHAUST TO SIDEWALL. PROVIDE DUCT AND VENT HOOD . CABINET UNIT HEATER SCHEDULE EQUIPMENT NO.SERVICE SUPPLY AIR (CFM) HOT WATER FAN MOTOR ELECTRICAL MANUFACTURER & MODEL OPTIONS/ ACCESSORIES OUTPUT (MBH)V./PH./HZ.HP WATTS CUH-1 WEST VESTIBULE 300 10.24 115/1/60 0.13 97 TRANE, FORCE-FLO MODEL J - FFJB0301 SEE NOTES CUH-2 SOUTH VESTIBULE 300 10.24 115/1/60 0.13 97 TRANE, FORCE-FLO MODEL J - FFJB0301 SEE NOTES NOTES: 1. PROVIDE WITH DELUXE TWO WAY PIPING PACKAGE, TWO POSITION VALVE, INTEGRAL UNIT MOUNTED THERMOSTAT AND SWITCH, 1" THROW AWAY FILTERS, COLOR BY ARCHITECT. HYDRONIC BASE BOARD REGISTERS SCHEDULE EQUIPMENT NO.DESCRIPTION SERVICE LENGTH (FT)HEATING (BTU's/FT) HOT WATER TEMP.WATER PRESSURE DROP (FT WATER) HOT WATER FLOW Rate (GPM) FINISH MANUFACTURER & MODEL PIPING OPTIONS/ACCESSORIESSUPPLY (°F) RETURN (°F) BBR-1 BASE BOARD RADIATOR, FLAT PANEL HEATING SEE DRAWING 411 160 140 0.05 - 0.45 0.5 - 1.5 PER OWNER/ARCHITECT RUNTAL, RF-2 TYPE C CONNECTION, 1/2"Ø SEE NOTE 1 BBR-2 BASE BOARD RADIATOR, FLAT PANEL HEATING SEE DRAWING 1,457 160 140 0.00 - 0.02 0.5 - 1.5 PER OWNER/ARCHITECT RUNTAL, R2F-5 TYPE C CONNECTION, 1/2"Ø SEE NOTE 2 BBR-3 BASE BOARD RADIATOR, FLAT PANEL HEATING SEE DRAWING 815 160 140 0.01 - 0.08 0.5 - 1.5 PER OWNER/ARCHITECT RUNTAL, RF-5 TYPE A CONNECTION, 1/2"Ø SEE NOTE 3 BBR-4 BASE BOARD RADIATOR, FLAT PANEL HEATING SEE DRAWING 411 160 140 0.05 - 0.45 0.5 - 1.5 PER OWNER/ARCHITECT RUNTAL, RF-2 TYPE A CONNECTION, 1/2"Ø SEE NOTE 1 FTR-1 FINNED TUBE RADIATOR, NO ENCLOSURE HEATING SEE DRAWING 403 160 140 -8.5 NONE STERLING, VERSALINE BARE STYLE K, R03 1"Ø SEE NOTE 4 NOTES: 1. HOT WATER HEATING COIL PERFORMANCE BASED ON 2 ROWS OF COILS. 2. HOT WATER HEATING COIL PERFORMANCE BASED ON 10 ROWS OF COILS. 3. HOT WATER HEATING COIL PERFORMANCE BASED ON 5 ROWS OF COILS. 4. HOT WATER HEATING COIL PERFORMANCE BASED ON 1 ROW. ARCHITECT TO PROVIDE BANQUETTE SEATING OVER ALL FINNED TUBES. GRILLE-REGISTER-DIFFUSER SCHEDULE EQUIPMENT NO.DESCRIPTION SIZE MODEL MANUFACTURER FINISH OPTIONS/ACCESSORIES SW-1 SUPPLY, WALL 14 ND PRICE ANODIZED SEE NOTE 1 LG-1 WINDOW SILL 5"LBP PRICE PER OWNER/ARCHITECT SEE NOTE 2 CD-1 CEILING SUPPLY 24x24 SPD PRICE PER OWNER/ARCHITECT SEE NOTE 3 RG-1 CEILING RETURN 24x24 81 PRICE PER OWNER/ARCHITECT SEE NOTE 4 NOTES: 1. COORDINATE ALL MOUNTING TYPES WITH MASONRY FEATURE WALL. OWNER/ARCHITECT TO ADJUST AIR NOZZLE DIRECTION. 2. COORDINATE ALL MOUNTING TYPES WITH WINDOW SILL AND BANQUETTE SEATING. PROVIDE LINEAR BAR GRILLES WITH PRICE 15A CORE, 750 MOUNTING FRAME AND B - SPRING CLIPS. 3. COORDINATE ALL MOUNTING TYPES WITH CEILING. 4. COORDINATE ALL MOUNTING TYPES WITH CEILING. CORE STYLE 1/2" x 1/2" X 1". BBR-1 BASEBOARD RADIATOR TYPE C PIPE CONNECTION DETAIL (Runtal RF-2) BBR-2 BASEBOARD RADIATOR TYPE C PIPE CONNECTION DETAIL (Runtal R2F-5) BBR-3 BASEBOARD RADIATOR TYPE A PIPE CONNECTION DETAIL (Runtal RF-5) BBR-4 BASEBOARD RADIATOR TYPE A PIPE CONNECTION DETAIL (Runtal RF-2) HOT WATER INLET HOT WATER OUTLET HOT WATER INLET (OR OUTLET) HOT WATER OUTLET (OR INLET) HOT WATER INLET HOT WATER OUTLET 1/2" NPT SUPPLY TAPPING TOP SIDE LOCATION AIR VENT (MANUAL OR AUTOMATIC) IS DONE BY OTHRES 1/8" NPT AIR VENT TAPPING IS OPPOSITE THE SUPPLY END, TOP SIDE LOCATION 1/2" NPT RETURN TAPPING BOTTOM SIDE LOCATION WALL BRACKET OFFSET BOLT 1/2" NPT SUPPLY TAPPING FRONT HEADER / TOP SIDE LOCATION 1/2" NPT RETURN TAPPING BACK HEADER / BOTTOM SIDE LOCATION WALL BRACKET OFFSET BOLT AIR VENT (MANUAL OR AUTOMATIC) IS DONE BY OTHRES 1/8" NPT AIR VENT TAPPING / TOP SIDE LOCATION 1/8" NPT AIR VENT TAPPING TOP RETURN SIDE LOCATION AIR VENT (MANUAL OR AUTOMATIC) IS DONE BY OTHRES 1/2" NPT SUPPLY OR RETURN TAPPING BOTTOM VERTICAL LOCATION HOT WATER INLET (OR OUTLET) HOT WATER OUTLET (OR INLET) 1/8" NPT AIR VENT TAPPING TOP RETURN SIDE LOCATION AIR VENT (MANUAL OR AUTOMATIC) IS DONE BY OTHRES 1/2" NPT SUPPLY OR RETURN TAPPING BOTTOM VERTICAL LOCATION OFFSET BOLT OFFSET BOLT WALL BRACKET WALL BRACKET Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 1 1 / 2 W USE THIS DESIGN WHERE ROUND 90 DEGREE ANGLES ARE SHOWN ON PLANS ROUND 90 ELBOW CL LC CONSTRUCTION OF 90 ELBOWS "W" "W " "W " "W" TURN VANES-SEE DETAIL THIS SHEET USE THIS DESIGN WHERE SQUARE 90 DEGREE ANGLES ARE SHOWN ON PLANS OR IF SPACE CONDITIONS DO NOT PERMIT INSTALLATION OF ROUND 90 ELLS SQUARE 90 ELBOW "W" "W""W" "W" CL L C USE THIS DESIGN WHERE ROUND 45 ELBOWS ARE SHOWN ON PLANS 1 1/ 2 W TURN VANES-SEE DETAIL THIS SHEET ON PLANS ELBOWS ARE SHOWN WHERE ROUND 45 USE THIS DESIGN SQUARE 45 ELBOW CONSTRUCTION OF 45 ELBOWS ROUND 45 ELBOW AIR FLOW "W" "W" BRANCH MAIN ROUND BRANCH TAKEOFF SQUARE BRANCH TAKEOFF MAIN BRANCH FLOW AIR CONSTRUCTION OF BRANCH TAKEOFFS FROM MAIN TURN VANES-SEE DETAIL THIS SHEET INSTALLATION NOTES ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE ON THESE DRAWINGS. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING SHOULD BE USED. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. SLOPE NOT TO EXCEED 1" IN 4" TYPICAL RECTANGULAR TRANSITION TYPICAL RECTANGULAR TO ROUND TRANSITION 1" IN 4" SLOPE NOT TO EXCEED RECTANGULAR DUCT ROUND DUCT AIR FLOW MAIN SPLITTER DAMPER TURN VANES BRANCH DAMPER ADJUSTMENT ROD & LOCK SCREW TYPICAL SPLITTER DAMPER FLOW AIR ACCESS PANEL DETERMINE SIZE & LOCATED IN THE FIELD FUSIBLE LINK HINGE POINT ANGLE STOP SPRING CATCH AIR FLOW FLOWAIR SPRING CATCH ANGLE STOP FUSIBLE LINK WEIGHT HORIZONTAL VERTICAL TYPICAL FIRE DAMPER DETAILS OF THE LOW VELOCITY DUCT LAYOUT NO SCALE 1"R . 2" R A D I U S 1" 1" 1" 1 " DETAIL OF TURN VANES CONNECTION LINKAGE DOUBLE ACTING BLADES TYPICAL VOLUME DAMPER HINGE POINT OPERATING SHAFT FOR QUADRANT OR MOTOR. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND AIR HANDLING UNITS. DUCT SUPPORTWHERE REQUIRED INSULATION ROUND DUCTWORK RECTANGULAR OR CAULK ALL AROUND COUNTER FLASHING SHEETMETAL TO DUCT SAFING TIGHT NAILER WOOD ROOF BUILT UP BASE FLASHING WOOD NAILER INSULATION CONCRETE DECK PREFABRICATED, INSULATED CURB, MOUNT AND SECURE ON WOOD NAILER. (BASE) 12" MIN. DUCT PENETRATION THRU ROOF NOT TO SCALE EXHAUST FAN DETAIL - SIDEWALL DISCHARGE NOT TO SCALE AIREXH A U S T GRILLE CEILING FAN CABINET EXHAUST DAMPER W/ BACKDRAFT WALL CAP DUCT CEILING ROOF EF PITCH DN. UNIT CABINET HWS HWR UNION CONCEAL PIPINGAS SHOWN ONDRAWINGS COMBINATIONBALANCING & SHUT-OFF VALVE DRAIN VALVE HOSE CONNECTION CONCEAL PIPINGAS SHOWN ONDRAWINGS ACCESS DOORS TO VALVES RADIATOR VALVE AUTO. TEMP. CONTROL VALVE IF SPECIFIED NOT TO SCALE TYPICAL FIN TUBE RADIATION PIPING DETAIL DUCT 2" RIGID BOARD DUCT INSULATION. MINIMUM RATING OF R-12. EDGES SEALED WITH VAPOR-RETARDER TAPE ALUMINUM WEATHERPROOF JACKET. VAPOR TIGHT AND UV-RESISTANT. EXTERIOR DUCT INSULATION DETAIL NOT TO SCALE Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 2018 INTERNATIONAL ENERGY CODE (IECC) CHECKLIST FOR COMMERCIAL CONSTRUCTION 1.C403.1.1 MECHANICAL SYSTEM DESIGN CRITERIA: INTERIOR DESIGN CONDITIONS OF 72o F (MAX) HEATING, 75oF (MIN) COOLING. EXTERIOR DESIGN CONDITIONS: 94OF DB/61OF WB COOLING (1% ASHRAE VALUE), 3.4OF HEATING (ASHRAE 99.6% VALUE). 2.C403.5 ECONOMIZER : INDIVIDUAL FAN SYSTEMS WITH COOLING CAPACITY GREATER THAN 54,000 BTU/HR IN BUILDINGS HAVING OTHER THAN A GROUP R OCCUPANCY SHALL BE EQUIPPED WITH AIR ECONOMIZERS. SEE EQUIPMENT SCHEDULE FOR PARTICULAR UNIT DESIGNATION. 3.C403.4 HEATING AND COOLING SYSTEM CONTROLS: ALL SYSTEMS SHALL BE CONTROLLED AS REQUIRED BY THIS SECTION. SEE SEQUENCES OF OPERATION FOR SPECIFIC EQUIPMENT AND SYSTEM CONTROL. 4.C403.8 FANS AND FAN CONTROLS: FAN CONTROL AND ALLOWABLE HORSEPOWER SHALL BE IN ACCORDANCE WITH THIS SECTION. SEE COMCHECK REPORTS FOR SPECIFIC DETAILS OF FAN SYSTEMS AND HORSEPOWER LIMITATIONS. 5.C403.11.1 DUCT AND PLENUM INSULATION AND SEALING: SUPPLY AND RETURN DUCTS AND PLENUMS SHALL BE INSULATED WITH NOT LESS THAN R-6 INSULATION WHERE LOCATED IN UNCONDTIONED SPACES AND WHERE LOCATED OUTSIDE THE BUILDING WITH NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 1 TO 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 TO 8. WHERE LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 1 TO 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5-8. SEE INSULATION DIAGRAM FOR SPECIFIC LOCATION REQUIREMENTS. CONSTRUCTION AND SEALING OF DUCTWORK SHALL BE IN ACCORDANCE WITH IMC 603 AND SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 6.C403.11.3 PIPING INSULATION: PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE C403.11.3 OF THIS CODE. 7.C405.2 AND C405.3 LIGHTING CONTROLS AND INTERIOR LIGHTING POWER REQUIREMENTS: THE LIGHTING SYSTEMS SHALL BE IN COMPLIANCE WITH THESE SECTIONS OF THE CODE. SEE LIGHTING SHEETS FOR LUMINAIRE SCHEDULE AND CONTROL FUNCTIONS. 8.C403.1.1 CALCULATION OF HEATING AND COOLING LOADS: DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH ASHRAE STANDARD 183 OR EQUIVALENT COMPUTATIONAL PROCEDURE USING THE DESIGN PARAMETERS IN CHAPTER 3. SEE OUTPUT CAPACITY REPORTS FOR SPECIFIC PROJECT INFORMATION. 9.C403.2.2 VENTILATION: VENTILATION, EITHER NATURAL OR MECHANICAL, SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 4 OF THE IMC. SEE VENTILATION CALCULATIONS FOR SPECIFIC PROJECT INFORMATION. 10.C101.5.1 COMPLIANCE: COMMERCIAL BUILDINGS SHALL MEET THE PROVISIONS OF IECC - COMMERCIAL PROVISIONS. SEE COMCHECK REPORTS FOR SPECIFIC PROJECT COMPLIANCE. AIR VENTILATION CALCULATION BASED ON IMC, TABLE 403.3 PROJECT: 23063 - CRMS Bar Fork Student Center ROOM NAME ROOM AREA (SQ FT) OCCUPANT DENSITY PER 1000FT NUMBER OF PEOPLE CFM PER PERSON EXHUAST CFM/FIXTURE NUMBER OF FIXTURES EXHAUST CFM/FT OA CFM/ SQ FT TOTAL OA CFM TOTAL EXHAUST CFM First Floor Dining 3,516 0.043 150 5 0 0 0 0.06 961 0 Second Floor Lounge/Game 2,830 0.031 88 5 0 0 0 0.06 610 0 Second Floor Nook 121 0.017 2 5 0 0 0 0.06 17 0 Second Floor Screening Room 693 0.014 10 5 0 0 0 0.06 92 0 Other areas (n/a to ventilation scope)3,154 n/a n/a n/a 0 0 0 n/a n/a n/a FRESH AIR TO BE SUPPLIED BY ROOFTOP ERV UNIT TOTAL OUTSIDE AIR (CFM) TOTAL EXHAUST (CFM) 1,680 0 A.SUBSTITUTIONS: SUBSTITUTION OF SPECIFIED EQUIPMENT WILL BE ALLOWED THROUGH A PRIOR APPROVAL PROCESS INITIATED BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT INTENDED SUBSTITUTION AT LEAST FIVE DAYS PRIOR TO BID FOR APPROVAL FROM ENGINEER. SUBMITTAL SHALL INCLUDE CAPACITIES, DIMENSIONS AND OPERATING INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT. SUBSTITUTION SHALL OCCUR AT NO COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF APPROVED SUBSTITUTION AND SHALL INCUR ALL COSTS ASSOCIATED WITH THE SUBSTITUTION INCLUDING STRUCTURAL MODIFICATIONS, SPACE LAYOUT AND REDESIGN COSTS. SEE ALSO DIVISION I GENERAL REQUIREMENTS. EXAMINATION OF SITE, DRAWINGS, SPECIFICATIONS: A.EXAMINE CAREFULLY THE SITE AND CONDITIONS OF THE SITE. PROVIDE ALL NECESSARY EQUIPMENT AND LABOR TO INSTALL A COMPLETE WORKING SYSTEM WITHIN THE SITE CONDITIONS. B.EXAMINE THE DRAWINGS AND SPECIFICATIONS AND 5 DAYS PRIOR TO BIDDING REPORT ANY ERRORS, OMISSIONS, INCONSISTENCIES, AND CONFLICTS TO THE ENGINEER TO BE REMEDIED IN AN ADDENDUM TO THE PROJECT PRIOR TO BID TIME. C.DRAWINGS ARE DIAGRAMMATIC AND CATALOG NUMBERS GIVEN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE CAPACITY OF THE EQUIPMENT MEETS THE DRAWING REQUIREMENTS AND SHALL NOT DIMENSION FROM THE MECHANICAL, PLUMBING, OR PIPING DRAWINGS. D.THE LATEST ADOPTED VERSIONS OF THE INTERNATIONAL BUILDING CODES SHALL BE USED AS REQUIRED. THIS WILL ALSO INCLUDE THE LATEST ADOPTED VERSIONS OF THE MECHANICAL, PLUMBING, AND ENERGY CONSERVATION CODES. ALL METHODS AND MATERIALS REQUIRED BY THESE CODES SHALL BE REQUIRED BY THESE SPECIFICATIONS UNLESS INDICATED OTHERWISE. OTHER APPLICABLE LOCAL CODES AND ORDINANCES SHALL BE AS REQUIRED AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO BE KNOWLEDGEABLE OF THESE REQUIREMENTS. E.WHERE INSTALLATION PROCEDURES OR ANY PART THEREOF ARE REQUIRED TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MATERIAL BEING INSTALLED, PRINTED COPIES OF THESE RECOMMENDATIONS SHALL BE FURNISHED TO THE ENGINEER PRIOR TO INSTALLATION. INSTALLATION OF THE ITEM WILL NOT BE ALLOWED TO PROCEED UNTIL THE RECOMMENDATIONS ARE RECEIVED. FAILURE TO FURNISH THESE RECOMMENDATIONS CAN BE CAUSE FOR REJECTION OF THE MATERIAL. 44”MOUNTING HEIGHT ABOVE FINISHED FLOOR TO CENTER OF DEVICE A AMPS A.D.ACCESS DOOR AAV AIR ADMITTANCE VALVE ABV ABOVE AC AIR CONDITIONING UNIT AC ABOVE COUNTER AD AREA DRAIN (SEE SYMBOLS) A.F.C.ABOVE FINISHED CEILING A.F.G.ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY AFCI ARC FAULT CIRCUIT INTERRUPTERS A.F.F.ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM AP ACCESS PANEL OR DOOR ATS AUTOMATIC TRANSFER SWITCH AV AUDIO / VIDEO AVG AVERAGE AWG AMERICAN WIRE GAGE BAS BUILDING AUTOMATION SYSTEM BB BASEBOARD BD BACK DRAFT DAMPER BFP BACK FLOW PREVENTOR BL BOILER BLDG BUILDING BLW BELOW BOB BOTTOM OF BEAM BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BSMT BASEMENT BTU BRITISH THERMAL UNIT C CHILLER CAFCI COMBINATION ARC FAULT CIRCUIT INTERRUPTERS CAP CAPACITY CB CIRCUIT BREAKER CBV CIRCUIT BALANCING VALVE CCT CORRELATED COLOR TEMPERATURE CKT CIRCUIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CI CAST IRON CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPRESSOR CONC CONCRETE COND CONDENSATE CONN CONNECTION CONT CONTINUATION CONTR CONTRACTOR CRI COLOR RENDERING INDEX CT COOLING TOWER CT CURRENT TRANSFORMER CU CONDENSING UNIT CU COPPER CUH CABINET UNIT HEATER CVB CONSTANT VOLUME BOX CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DB DRY BULB DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGRAM DIFF DIFFERENTIAL DISCH DISCHARGE DIV DIVISION DN DOWN DS DUCT SILENCER DWG DRAWING DX DIRECT EXPANSION (E) EXISTING EA EXHAUST AIR GRILLE/REGISTER EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR ECC ECCENTRIC EF EXHAUST FAN EFF EFFICIENCY EL ELEVATION ELEC ELECTRIC ELEV ELEVATOR EM EMERGENCY FUNCTION ENT ENTERING EMT ELECTRIC METALLIC TUBE EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ES END SWITCH ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE EX EXHAUST EXPAN EXPANSION EXT EXTERNAL F DEGREES FAHRENHEIT FA FREE AREA FC FAN COIL UNIT FC FOOTCANDLE FCV FLOW CONTROL VALVE FD FIRE DAMPER FD FLOOR DRAIN FIN FINISHED FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FOB FLAT ON BOTTOM FOT FLAT ON TOP FP FIRE PROTECTION FP FIRE PUMP FPM FEET PER MINUTE FPS FEET PER SECOND FS FLOW SWITCH FSD FIRE/SMOKE DAMPER FT FEET FXC FLEXIBLE CONNECTION GND GROUND GA GAUGE GAL GALLON GALV GALVANIZED GEC GROUND ELECTRODE CONDUCTOR GFCI / GFI GROUND FAULT CIRCUIT INTERRUPTER GC GENERAL CONTRACTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRS/LB GRAINS PER POUND H 2O WATER HB HOSE BIBB HD HEAD (SEE SCHEDULES) HP HEAT PUMP HP HORSEPOWER HR HOUR HT HEIGHT HTR HEATER HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ ID INSIDE DIAMETER IG ISOLATED GROUND IN INCHES INV INVERT JBOX JUNCTION BOX K KELVIN KW KILOWATT KVA KILO VOLT - AMPS L LENGTH LAT LEAVING AIR TEMPERATURE LV LAVATORY LB POUND LD LINEAR DIFFUSER LF LINEAR FEET LIN LINEAR LIQ LIQUID LM LUMEN LRA LOCKED ROTOR AMPS LV LOUVER LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSANDS OF BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MD MOTORIZED DAMPER MDP MAIN DISTRIBUTION PANEL MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUG ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MUA MAKE-UP AIR UNIT N NEUTRAL NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NL NIGHT / SECURITY LIGHT - DO NOT SWITCH NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OCC OCCUPIED OCP OVER CURRENT PROTECTION OD OUTSIDE DIAMETER OL OVERLOAD ORD OVERFLOW ROOF DRAIN OZ OUNCE PBD PARALLEL BLADE DAMPER PD PRESSURE DROP PH PHASE POS POSITIVE PRESSURE POS POINT OF SALES PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH PT PRESSURE TRANSMITTER PTAC PACKAGED TERMINAL AIR CONDITIONER PV PLUG VALVE PVC POLYVINYL CHLORIDE QTY QUANTITY RA RETURN AIR GRILLE / REGISTER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REL RELIEF REQD REQUIRED RF RETURN FAN RH RELATIVE HUMIDITY RHC REHEAT COIL RLA RATED LOAD AMPS RM ROOM RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR GRILLE / REGISTER SC SHORT CIRCUIT SCA SHORT CIRCUIT AVAILABLE SCCR SHORT CIRCUIT CURRENT RATING SCH SCHEDULE SD SMOKE DAMPER SEF SMOKE EXHAUST FAN SF SUPPLY FAN SH SENSIBLE HEAT SH SHOWER SP STATIC PRESSURE SPD SURGE PROTECTION DEVICE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SS SAFETY SHOWER STD STANDARD STL STEEL SYS SYSTEM TEMP TEMPERATURE TR TRANSFER GRILLE / REGISTER TR TAMPER RESISTANT TT TEMPERATURE TRANSMITTER TTB TELECOMMUNICATIONS TERMINAL BACKBOARD TYP TYPICAL TX TRANSFORMER UC UNDERCUT DOOR UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UNOCC UNOCCUPIED UR URINAL V VOLTS VA VOLT AMPERE VA VALVE VAV VARIABLE AIR VOLUME UNIT VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW VOLT VOLTAGE VTR VENT THROUGH ROOF W WIDTH W WATTS W/ WITH W/O WITHOUT WB WET BULB WC WATER COLUMN WC WATER CLOSET WG WATER GAUGE WP WEATHERPROOF WPIU WEATHERPROOF IN-USE WSR WITHSTAND RATING XFMR TRANSFORMER SUBSTITUTIONS:RESPONSIBLE DIVISION: UNLESS OTHERWISE INDICATED ALL HEATING, VENTILATING, AIR CONDITIONING, PLUMBING, AND OTHER MECHANICAL EQUIPMENT, MOTORS, AND CONTROLS SHALL BE FURNISHED, SET IN PLACE AND WIRED AS FOLLOWS: ITEM FURNISHED SET POWER CONTROL WIRED WIRED EQUIPMENT 23 23 26 -- COMBINATION MAGNETIC MOTOR STARTERS, MAGNETIC MOTOR STARTERS, VFD'S AND CONTACTORS 23(1)26 26(2)23 FUSED AND UNFUSED DISCONNECT SWITCHES, THERMAL OVERLOAD SWITCHES AND HEATERS, MANUAL MOTOR STARTERS 26 26 26 -- MANUAL-OPERATING AND MULTI-SPEED SWITCHES 23 26 26 26 CONTROLS, RELAYS, TRANSFORMERS 23 23 26 23 THERMOSTATS (LOW VOLTAGE) AND TIME SWITCHES 23 23 26 23 THERMOSTATS (LINE VOLTAGE) 23 23 26 26 TEMPERATURE CONTROL PANELS 23 23 26 23 MOTOR AND SOLENOID VALVES, DAMPER MOTORS, PE & EP SWITCHES 23 23(2)--23(2) PUSH-BUTTON STATIONS AND PILOT LIGHTS 23 23(2)-- 23(2) HEATING, COOLING, VENTILATION AND AIR CONDITIONING CONTROLS 23 23 26 23 EXHAUST FAN SWITCHES 23 26 26 23(2) SUBSCRIPT FOOTNOTES: 1.MOTOR STARTER TO INCLUDE CONTROL TRANSFORMER, HOA SWITCH, (1) NO AND (1)NC AUXILIARY CONTACT, AND “ON” AND “OFF” PILOT LIGHTS. 2.IF ITEM IS FOR LINE VOLTAGE, SET IN PLACE AND CONNECT UNDER DIVISION 26. WHERE FACTORY MOUNTED ON EQUIPMENT OR ATTACHED TO PIPING OR DUCTS AND USING LINE VOLTAGE FURNISH AND SET UNDER DIVISION 23, CONNECT UNDER DIVISION 26. ABBREVIATIONS: VENT PIPE (V) COLD WATER PIPE (CW) HOT WATER PIPE (HW) WATER HEATERWH CHECK VALVE PRESSURE GAGE TEMPERATURE GAGE RD M ROOF DRAIN PIPE WATER METER SOIL OR WASTE PIPE HOT WATER RECIRCULATION (HWR) VACUUM BREAKER NATURAL GAS PIPEG TOWER WATER SUPPLY TOWER WATER RETURN LOW PRESSURE CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE STEAM HIGH PRESSURE STEAM COMPRESSED AIR TWS TWR LPC LPS HPC HPS CA EQUIPMENT CONDENSATE DRAIN FIRE MAINFP CD HYDROGEN OXYGEN HELIUM NITROGEN O2 H2 N2 HE VACUUM PROPANE GAS DEIONIZED WATER RETURN DEIONIZED WATER SUPPLY DISTILLED WATER RETURN DISTILLED WATER SUPPLY DER VAC DIS DES DIR PG PLUMBING PIPE DESIGNATIONS FLEXIBLE-CONNECTION STRAINER WITH BLOW OFF VALVE STRAINER TPV RELIEF VALVE TEMPERATURE AND PRESSURE RELIEF/SAFETY VALVE GAS PRESSURE REGULATOR GAS COCK GLOBE VALVE, ANGLE SWING CHECK VALVE LIFT CHECK VALVE GATE VALVE, ANGLE BALL VALVE GLOBE VALVE PLUG VALVE VALVE (PRV) BUTTERFLY VALVE PRESSURE REDUCING GATE VALVE (REDUCED ZONE) WALL CLEAN OUT CO BACKFLOW PREVENTOR WATER HAMMER ARRESTER CIRCUIT SETTING (DOUBLE CHECK VALVE ASSEMBLY) AD FD RD AREA DRAIN FLOOR CLEAN OUT FLOOR DRAIN ROOF DRAIN HB SA HOSE BIBB PIPE RISING UP PIPE DROPPING DOWN PRESSURE TRANSMITTER OR PRESSURE SWITCH UNION - SCREWED OR FLANGED GAUGE WITH GAUGE COCK/ PRESSURE INDICATOR BACKFLOW PREVENTOR THERMOMETER/TEMPERATURE PI/GA TH/TI PT/PS INDICATOR OVERFLOW STORM WATER PIPEORD NITROUS OXIDEN2O MEDICAL AIRMA DC DECONTAMINATION PIPING LINE TYPE DESCRIPTION LINE TYPE DESCRIPTION LINE TYPE DESCRIPTION SOIL / OIL WASTE PIPES/O FLOOR SINK CLEAN OUT TO GRADE COG FS PLUMBING ELEMENTS / VALVING CO HIGH TEMPERATURE (140°) WATER PIPE 140 GREASE WASTE PIPEGW Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 PLUMBING - BASEMENT PLAN SCALE: 1/8"=1'-0" NORTH 1 2 3 4 5 Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' FLAG NOTES: 1.EXISTING LAUNDRY SINK TO BE ROTATED 90°. RECONNECT TO EXISTING DOMESTIC COLD AND HOT WATER LINES AND SANITARY. TIE IN NEW WATER AND WASTE LINES FOR THE WASHING MACHINES. 2.WASHER WATER SUPPLY LINE TO BE RELOCATED TO NEW PARTITION. 3.NEW DRAIN LINE FROM LAUNDRY SINK AND WASHING MACHINES. CONFIRM TIE-IN POINT AND INVERT. VERIFY IN FIELD. NEW LINE TO BE MINIMUM DIAMETER OF 3" INSTALLED AT 1/8"/FT. 4.CAP AND REMOVE EXISTING DRAIN LINE THAT IS NO LONGER TO BE USED. 5.EXISTING GAS LINE ENTRY LOCATION INTO BASEMENT. LINE IS EMBEDDED IN CONCRETE AS IT ENTERS THE BASEMENT. REMOVE THIS SECTION OF PIPE AND PROVIDE NEW PIPING MATERIAL IN APPROPRIATE SLEEVE TO THE BASEMENT PER THE IFGC. SLEEVE TO BE OPEN AT BOTH ENDS. PLUMBING - FIRST FLOOR PLAN SCALE: 1/8"=1'-0" NORTH SP-1 3"Ø 1 P1-2 PLUMBING KEYNOTES: 1.ELEVATOR SUMP PUMP DRAIN TO DAYLIGHT/DITCH OR PLANTER. COORDINATE FINAL LOCATION AND ROUTING IN FIELD. 2.ELEVATOR SUMP PUMP SHALL OPERATE AT 50 GPM MIN. ELEVATOR SUMP PUMP SHALL BE PROVIDED WITH OIL DETECTION ALARM AND MEET ASME A17.1 ELEVATOR CODE REQUIREMENTS. ELEVATOR SUMP PUMP SHALL BE PROVIDED WITH INLINE CHECK VALVE, AND ISOLATION VALVES. COORDINATE FINAL LOCATION AND ROUTING IN FIELD. TRENCH AND SAW CUT FLOOR AS NECESSARY. REFER TO DETAIL ON SHEET P1-3. 3.PRIOR TO INSTALLATION OF ELEVATOR SUMP PUMP SYSTEM CONFIRM WITH STATE PLUMBING INSPECTOR INSTALLATION AS SHOWN IS ACCEPTABLE. CONFIRM THAT ELEVATOR PUMP CONTROL SYSTEM TO BE PROVIDED COMPLIES WITH ASME 17.1 AND PREVENTS OIL HYDROCARBONS FROM BEING RELEASED INTO THE ENVIRONMENT. 4.PIPING DOWN FROM SECOND LEVEL AND CONNECTS TO EXISTING. CONFIRM LOCATION AND ROUTING IN FIELD. 5.CONNECT PIPING TO EXISTING. CONFIRM LOCATION AND ROUTING IN FIELD. 6.FIRE WATER ENTRY. PROVIDE WITH DOUBLE CHECK BACKFLOW PREVENTER. FIRE SPRINKLER SYSTEM TO BE DELEGATED DESIGN IN ACCORDANCE WITH NFPA 13. FIRE PROTECTION CONTRACTOR SHALL PROVIDE SUBMITTALS INCLUDING HYDRAULIC CALCULATIONS, SPRINKLER SHOP DRAWINGS, AND FIRE PROTECTION SUBMITTALS. ENTIRE BUILDING TO BE SPRINKLED. 2 3 MS-1 3"Ø 3/4"Ø 3/4"Ø 5 SEE CIVIL 6 4 3/4"Ø 5 HB-1 Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' PLUMBING - SECOND FLOOR PLAN SCALE: 1/8"=1'-0" NORTH MS-1 WC-1 LV-1 SCALE: 3/8"=1'-0" P1-3 PLUMBING KEYNOTES: 1.PIPING CONTINUES DOWN TO LOWER LEVEL AND CONNECTS TO EXISTING. CONFIRM LOCATION AND ROUTING IN FIELD. 1 4"Ø W 1-1/2"Ø W 3"Ø W 1"Ø CW 3/4"Ø HW 3/4"Ø CW 3/4"Ø HW 3/4"Ø CW 3/4"Ø HW 3/4"Ø CW SK-1 1/2"Ø CW 1-1/2"Ø W BF-1 3/4"Ø CW 3/4"Ø CW 4"Ø W 4"Ø W 1 Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 4'8'16'2' Issued For Bighorn Consulting Engineers, Inc. Mechanical & Electrical Engineers 386 Indian Road Grand Junction, CO 81501 Phone (970) 241-8709 PLUMBING SPECIFICATION: 1. SCOPE OF WORK A.THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B.ALL WORK IS TO BE PREFORMED IN STRICT COMPLIANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST EDITION), ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C.THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY AFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D.ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED AS EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A.THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A.SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ARCHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. DOMESTIC WATER SUPPLY PIPING A.UNDERGROUND: PROVIDE TYPE "K" SOFT DRAWN COPPER TUBING WITH BRAZED CONNECTIONS. B.ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWN COPPER TUBING WITH 125 PSI SOLDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER TO BE "NO LEAD" TYPE. C.ALL HOT WATER PIPING TO BE INSULATED WITH 1" FIBERGLASS INSULATION. D.ALL COLD WATER PIPING TO BE INSULATED WITH 1 2" FOAM INSULATION. 5. SANITARY/STORM DRAINAGE AND VENT PIPING A.ABOVE GRADE: -2" BELOW: SCHEDULE 40 GALV. STEEL PIPE WITH SCREWED ENDS OR SOLID CORE SCHEDULE 40 PVC WITH SOLVENT JOINTS OR DWV COPPER WITH SOLDER JOINTS. ALL SOLDER TO BE "NO LEAD" TYPE. -3" AND ABOVE: SERVICE WT. CAST IRON WITH NO-HUB OR BELL AND SPIGOT JOINTS; OR SOLID CORE SCHEDULE 40 PVC WITH SOLVENT JOINTS. B.BELOW GRADE: SERVICE WT. CAST IRON WITH NO-HUB OR BELL AND SPIGOT JOINTS; OR SOLID CORE SCHEDULE 40 PVC WITH SOLVENT JOINTS. C.PVC PIPING SHALL NOT BE USED IN AIR PLENUM CEILINGS AND SHALL NOT CROSS FIRE RATED WALLS, CEILINGS, OR FLOORS. D.DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL HAVE LONG TURN FITTINGS. E.DRAINAGE PIPING 3" SIZE AND SMALLER SHALL RUN AT A UNIFORM GRADE OF AT LEAST 1 4" PER FOOT. AND PIPING LARGER THAN 3" SHALL BE RUN AT A GRADE OF NO LESS THAN 1 8" PER FOOT. F.ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES. G.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASHING OF THE VENT PIPING RUN THROUGH THE ROOF. H.PVC USED TO BE SOLID CORE TYPE SCHEDULE 40 PVC. 7. PIPE SUPPORTS A.ABOVE GRADE: ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE AND PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL BE A S SPECIFIED IN INTERNATIONAL PLUMBING CODE (LATEST EDITION). B.BELOW GRADE: EARTH SHALL BE EXCAVATED TO A MINIMUM DEPTH WITH AN EVEN SURFACE TO INSURE SOLID BEARING OF PIPE FOR ITS ENTIRE LENGTH. -INTERIOR: THE PIPE SHALL BE INSTALLED (UNLESS OTHERWISE SPECIFIED) A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE SLAB AND SHALL NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT ANY POINT. -EXTERIOR: THE WATER PIPE SHALL HAVE A MINIMUM OF 60" OF COVER AND THE SANITARY WASTE PIPE SHALL HAVE A MINIMUM OF 24" OF COVER. 8. MISCELLANEOUS A.COORDINATE INSTALLATION OF ALL ROOFS FLASHING AT ROOF PENETRATIONS. B.DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS AND DIMENSIONS AT THE JOB SITE. C.THE PLUMBING PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURER'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION. THE EXACT DIMENSIONS OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT THE AVAILABLE SPACE. 9. TESTING A.PLUMBING SYSTEM SHALL BE FLOW AND PRESSURE TESTED IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST EDITION). 10 GUARANTEE A.MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTORS EXPENSE. B.FOR THE SAME PERIOD THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. PLUMBING GENERAL NOTES: 1.DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2.PIPE DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. ALL PIPING SHALL BE INSULATED PER 2018 IECC CODE REQUIREMENTS. 3.CONDENSING WATER HEATER, GAS FURNACE, AND BOILER VENT MATERIAL SHALL COMPLY WITH MANUFACTURER'S LISTED AND APPROVED MATERIALS. PVC SHALL NOT BE USED FOR FLUE/COMBUSTION AIR VENTING MATERIAL. ENGINEERS PREFERRED MATERIAL IS PRESSURE RATED, DOUBLE WALL, GASKETED, 316 STAINLESS STEEL CONDENSING FLUE VENTING MATERIAL. RECOMMENDED MANUFACTURER'S SELKIRK OR JERMIAS. 4.ROUTE CONDENSATE FROM CONDENSING MECHANICAL EQUIPMENT TO CONDENSATE NEUTRALIZATION KITS. CONDENSATE FROM NEUTRALIZATION KITS SHALL BE DISCHARGED INDIRECTLY THROUGH AIR GAP TO NEAREST FLOOR DRAIN. 5.ALL PLUMBING FIXTURES WITH QUICK CLOSING VALVES ON DOMESTIC COLD/HOT WATER SHALL BE PROVIDED WITH WATER HAMMER ARRESTOR. 6.PROVIDE ISOLATION VALVES AT GROUP RESTROOMS TO ALLOW FOR TOTAL ISOLATION OF THE ENTIRE RESTROOM GROUP FROM THE REST OF THE DOMESTIC COLD, HOT AND HOT RE-CIRCULATION SYSTEMS. 7.ALL PLUMBING FIXTURES SHALL BE VENTED BY PLUMBING CONTRACTOR PER IPC REQUIREMENTS. 8.ELEVATOR SUMP PUMP SHALL OPERATE AT 50 GPM PER ELEVATOR CAR. ELEVATOR SUMP PUMP SHALL BE PROVIDED WITH OIL DETECTION ALARM AND MEET ASME A17.1 ELEVATOR CODE REQUIREMENTS. ELEVATOR SUMP PUMP SHALL BE PROVIDED WITH INLINE CHECK VALVE, ISOLATION VALVES AND DISCHARGE INDIRECTLY THROUGH AIR GAP SIZED PER IPC TO NEARBY FLOOR SINK. 9.CONTRACTOR SHALL CLEAN AND SERVICE ALL EXISTING EQUIPMENT/PLUMBING FIXTURES TO REMAIN. CONTRACTOR SHALL VERIFY ALL EQUIPMENT/PLUMBING FIXTURES ARE PROPERLY FUNCTIONING PRIOR TO RE-USING EQUIPMENT/FIXTURES. CONTRACTOR TO INSURE THAT FINAL PLUMBING SYSTEM WILL OPERATE AS INTENDED ON PROVIDED DRAWINGS. 10.NEW GAS METER TO BE PROVIDED. GAS METER TO BE LOW PRESSURE (I.E. LESS THAN 14" W.C.) GAS METER LOAD IS --- MBH (~--- CFH). LONGEST EQUIVALENT LINE LENGTH OF PIPING IS 300 FEET.GENERAL CONTRACTOR SHALL VERIFY THAT INSTALLED GAS METER CAN ACCOMMODATE GAS LOAD OF --- CFH. REFERENCE GAS PIPE SIZING CALCULATIONS TABLE ON P1-4 FOR MORE INFORMATION. 11.PLUMBING FIXTURE MANUFACTURERS AS SCHEDULED ON PLUMBING DRAWINGS ARE SUGGESTED MANUFACTURER'S AND MODELS. UNLESS NOTED OTHERWISE DUE TO OWNER/CLIENT REQUIREMENTS AND PREFERENCES. PLUMBING CONTRACTOR CAN SUBMIT EQUIVALENT FIXTURES FROM MANUFACTURERS THAT DIFFER FROM SCHEDULED PLUMBING FIXTURES. ALTERNATE MANUFACTURERS OF PLUMBING FIXTURES WILL BE REVIEWED FOR EQUIVALENCE OF PERFORMANCE AND FUNCTIONALITY BY ENGINEER. 12.ALL EXTERIOR METALLIC NATURAL GAS PIPING SHALL BE TREATED WITH CORROSIVE INHIBITOR COATING. COATING SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATION SO THAT COATING MAINTAINS INTEGRITY OF GAS PIPING. COATING SHALL BE UV RESISTANT. 5" "ON" LEVEL PUMPS ALTERNATE OPERATION EACH CYCLE MAXIMIZE BASED ON DEPTH AND VOLUME OF BASIN "ON" ALARM BELL "ON" 3 FLOAT SYSTEM MINIMUM "OFF" LEVEL CONCRETE PIT IN ELEVATOR SHAFT FLOAT SWITCH ELEVATOR SHAFT CONCRETE SLAB UNICHECK VALVE SAME SIZE AS DISCHARGE PIPE 3" DISCHARGE TERMINATE TO EXTERIOR INDICATOR LAMPS (INSIDE ENCLOSURE) TOGGLE SWITCHES (INSIDE ENCLOSURE) ALARM LIGHT DISCONNECT PUMP POWER SUPPLY CONTROL & ALARM POWER SUPPLY (SINGLE PHASE ONLY) ELECTRICAL ALTERNATOR CONTROL PANEL GENERAL NOTES: 1.MINIMUM OFF LEVEL FLOAT SHALL BE A MINIMUM OF 6" ABOVE BOTTOM OF SUMP. OFF LEVEL FLOAT SHALL BE ABOVE PUMP INLET. 2.ON ALARM FLOAT SHALL BE LOCATED 3" ABOVE LEAD FLOAT. AND 2" BELOW SANITARY INLET INVERT. 3.SUMP SHALL BE 24" DIA BY 36" DEEP. NOT TO SCALE ELEVATOR SUMP PUMP DETAIL GATE VALVE UNION UNION OIL DETECTION SENSOR INSTALL PER MANUFACTURER'S RECOMMENDATIONS TO MAIN SUMP PUMP CONTROLLER IN ELEVATOR MECHANICAL ROOM TO SUMP PUMP FLOATS AND OIL DETECTION SENSOR ELEVATOR MECHANICAL ROOM PUMP SCHEDULE EQUIPMENT NO.SERVICE LOCATION GPM HEAD (FT.) MOTOR MANUFACTURER & MODEL OPTIONS/ACCESSORIES WATTS RPM V./PH./HZ.HP FLA SP-1 ELEVATOR SHAFT ELEVATOR SHAFT 76 15 373 3,450 120/1/60 0.5 8.6 MYERS, ME45MC-11 SEE NOTES NOTES: 1. PROVIDE EPP ME45MC-11 ELEVATOR OIL DETENTION (MYERS EPC-115) AND PUMP CONTROL PANEL AND 24" DIAMETER X 36" DEEP FIBERGLASS SUMP BASIN, POWER CORD OF APPROPRIATE LENGTH, FLOAT SWITCHES, 300 SERIES STAINLESS STEEL FASTENERS. MINIMUM FLOW SHALL BE 50 GPM TO COMPLY WITH ELEVATOR CODE. PLUMBING FIXTURE SCHEDULE FIXTURE NO.DESCRIPTION MANUFACTURER MODEL TRIM PIPING CONNECTIONS OPTIONS-ACCESSORIES S/W VENT CW HW BF-1 ADA BOTTLE FILLER, WALL MOUNT ELKAY EMASM STAINLESS STEEL 1-1/2"1-1/2"1/2"-- HB-1 FREEZELESS HOSE BIB WOODFORD B67 BRASS --3/4"-PROVIDE WITH CONCEALED BOX AND DOOR. LV-1 ADA WALL MOUNTED BATHROOM SINK KOHLER K-2054 VITREOUS CHINA 1-1/2"1 1/2"3/4"3/4"PROVIDE WITH DELTA B501LF ADA FAUCET, ZURN Z8743-PC DRAIN, THERMOSTATIC MIXING VALVE AND WALL MOUNT CARRIER. MS-1 MOP SINK FLORESTONE MSR-2424 MOLDED 3"1-1/2"3/4"3/4"INCLUDES INTEGRAL DRAIN & STRAINER. PROVIDE WITH DELTA 28T9 WALLMOUNT FAUCET AND DELTA 28T910 WALLMOUNT MOP HANGER. SK-1 ADA FAUCET DELTA 101LF-WF BRASS 3"1-1/2"3/4"3/4"SINK BASIN WILL BE INTEGRAL WITH STAINLESS STEEL COUNTERTOP, PER ARCHITECT. DRAIN/STRAINER ELKAY LK99 - WC-1 ADA TANK-TYPE TOILET KOHLER K-3887 WHITE 4"1-1/2"3/4"-1.28 GPF. PROVIDE WITH KOHLER K-4816 TOILET SEAT. PROJECT DESCRIPTION 1. Project consists of the renovation of an existing building. Existing building is a 1-level glulam/wood-framed structure, and proposed building is a 2- story plus cupola wood-framed structure with steel framing as necessary. Foundation is existing with modifications as necessary. Lateral system is wood-framed shear walls and steel X-bracing at the cupola. 2. This description is for general orientation only. The General Contractor is responsible for all scope items described in the drawings and project specifications as well as for all material and labor that can reasonably be inferred there from. GENERAL APPLICATION 1. These drawings must be used in conjunction with the architectural drawings on the project to clearly define all requirements for construction. 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanical, and electrical documents. 3. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions, contradictions, or ambiguities in the drawings shall be brought to the attention of the Structural Engineer. Corrections or written interpretations shall be issued before affected work may proceed. 4. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing of any deviation or substitution from requirements of the contract documents. Contractor shall not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's review of shop drawings, project data, etc., unless the Contractor has clearly and explicitly informed the Structural Engineer in writing of any deviations or substitutions at time of submission. EXISTING CONSTRUCTION 1. Information regarding existing structural systems is based on drawings prepared by Moore & Bush Architects dated 06/26/1964. 2. Existing Conditions: A. The current design is based on the best information available, with the understanding that not all conditions have been observed and unobserved conditions may not be fully understood. B. All existing information, dimensions, elevations, etc. shall be considered approximate and exiting conditions shall be field verified by the Contractor prior to ordering or fabricating material. Structural Engineer and Architect shall be informed in writing of any discrepancies. C. Remodeling, retrofit, renovation, or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions. The General Contractor must immediately notify the structural engineer if any existing condition deviates from those indicated in the Contract Documents. 3. Demolition and Shoring: A. The General Contractor is responsible for shoring of existing structure where required during demolition and new construction. B. The current interior walls and finishes may be significant to the stability of the structure and may be providing inadvertent load paths that are not observable and may impact how demolition impacts the structure. C. The General Contractor should be prepared to brace and shore framing during demolition. D. Demolition and reshoring are best accomplished prior to significant snowfall, if possible. If demolition takes place during the significant snowfall season, the Contractor's shoring design should account for this. 4. No openings, nor any changes or additions, shall be made in any existing structural elements without written approval of the Structural Engineer. Where the function of an existing element as structural or non-structural is unclear, the determination of its function will be made solely by the Structural Engineer. MISCELLANEOUS NOTES 1. The Contractor is solely responsible for all safety regulations, programs, and precautions related to all work on this project. 2. The Contractor is solely responsible for the protection of persons and property either on or adjacent to the project and shall protect it against injury, damage, or loss. 3. Means and methods of construction and erection of structural materials are solely the Contractor's responsibility. 4. The structure is designed to function as a unit upon completion of construction of the project and then, only to support the design loads indicated. The Contractor is responsible for means, methods and sequence of construction, and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5. No openings, nor any change in size, dimension or location shall be made in any structural element without written approval of the Structural Engineer. 6. Where dimensions or weights of MEP equipment or systems are variable from manufacturer to manufacturer, verify dimensions and weights shown on drawings with selected manufacturer prior to ordering materials. Notify Structural Engineer of discrepancies. 7. Do not place equipment when shipping or operating weight exceeds weight indicated on structural drawings. 8. Openings 1'-4" or less on a side are generally not shown on the structural drawings. Refer to drawings of other consultants for such openings. 9. Openings through floors and/or roofs for passage of utilities are not located nor dimensioned on structural drawings. Contractor shall obtain and coordinate such locations and dimensions with the contractor requiring the opening. 10. Show all openings through structural members on shop drawings and submit for review. Openings not shown on structural drawings are subject to acceptance and shall be specifically indicated for review and acceptance. 11. Fireproofing of structural elements is not shown on the structural drawings. Refer to the specifications and architectural documents. 12. Do not scale these drawings, use the dimensions shown. In case of conflict, request clarification from Architect and Structural Engineer. 13. No structural modifications, alterations, or repairs shall be made without prior review by Structural Engineer. Submit details and calculations prepared by a professional engineer registered in state where project is located and employed by Contractor. 14. Where structure is to be used for staging or temporary storage area, the Contractor shall verify that unit loads do not exceed the design loads for the structure. QUALITY ASSURANCE AND QUALITY CONTROL 1. The Contractor is responsible for assuring quality, including workmanship and materials furnished by subcontractors and suppliers. 2. Inspection or testing by the Owner does not relieve the Contractor of the responsibility to perform the work in accordance with the Contract Documents. 3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work which does not conform to the specified requirements. 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. 5. The Owner's Testing Agency shall perform testing and special inspections required by the structural documents, building code, and the local authority. The Testing Agency shall comply with ASTM E329 and upon completion of work, the Testing Agency shall furnish a certificate of compliance, signed by the professional engineer overseeing special inspections and testing. The professional engineer must be registered and licensed in the state where the project is located. 6. The individual employed by the Testing Agency, responsible for overseeing testing and inspection of soils and foundations shall be a professional engineer practicing the discipline of geotechnical engineering, referred to as the Geotechnical Engineer in the structural portion of the construction documents. The Geotechnical Engineer is responsible for testing and inspections of soils, earthwork, and foundations for conformance to the foundation design and the geotechnical report. See foundation section of the General Notes. 7. See special inspections section of the General Notes for required testing and inspection. SPECIAL INSPECTION 1. Special inspection and testing shall be performed as required by the local jurisdiction, the building code, and the construction documents. See quality assurance section of the General Notes. 2. Coordinate and schedule inspection and testing prior to the start of work requiring inspection and testing while providing special inspector reasonable notice. 3. All deficiencies shall be corrected for acceptance by the Testing Agency. 4. Inspections performed by the local jurisdiction do not replace inspection or testing required by the Owner's Testing Agency. 5. Special inspection and testing is required for the items shown in the "Special Inspections and Testing" Table. SPECIFICATIONS 1. These General Notes are intended to function as the structural portion of project specifications. SUBMITTALS 1. See Material sections of these General Notes for required shop drawings. 2. Submit one (1) copy of the required information (Manufacturers Data, Shop Drawings, etc) via electronic media (PDF or similar). 3. Reproducible copies of contract documents shall not be used. 4. Submittals shall be sent directly to the Architect for review and distribution. 5. Submittals shall be reviewed by Contractor and Subcontractor prior to submission. Drawings shall bear Contractor's approval stamp accepting responsibility for coordination of dimensions shown in the contract documents, quantities, and coordination with other trades. 6. Allow 14 calendar days in the Structural Engineer's office for review of submittals. 7. Submittals will be returned to the Architect with Structural Engineer's review comments via electronic media. FOUNDATIONS GENERAL: 1. The foundations have been designed based on the design criteria and the Geotechnical Report referenced in the Structural Design Criteria section. Earthwork and foundation soil preparation shall be performed to provide soil properties meeting the design criteria. 2. The Geotechnical Engineer shall inspect and test soils, earthwork and foundations - see special inspection and quality assurance sections of the General Notes. Prior to placing foundations and slabs on grade, obtain approval from the Geotechnical Engineer indicating earthwork and soil preparation has been performed adequately to conform to the foundation design criteria. 3. Bottom of exterior footings, grade beams, and walls shall bear below final exterior grade for frost protection - see structural design criteria section of the General Notes. 4. Foundation walls or grade beams having earth placed on each side shall have both sides filled simultaneously to maintain a common elevation. 5. Brace all foundation walls against movement while backfilling until floor slabs at the top and bottom of the wall are in place. Brace foundation walls as necessary to prevent movement and overstress due to equipment loading regardless of sequencing of top and bottom floor slabs. 6. Slab on grade movement is anticipated, see Geotechnical Report for magnitude of vertical movement. Isolate partition walls from slab-on- grade to allow for expected vertical movement. 7. Contractor shall provide continuous site drainage by a mechanical method to control surface and underground water as required to maintain a dry working site. 8. Foundation drainage and waterproofing is not shown or specified within the structural portion of the construction documents. Reference other portions of the construction documents for drainage, waterproofing and items associated with other disciplines. 9. No plumbing, vaults, tanks or other devices are to be placed below footings within zone of influence defined as a zone projecting 45 degrees outward from bottom edges of footing without acceptance by Structural Engineer and Geotechnical Engineer. CAST-IN-PLACE CONCRETE GENERAL: 1. All concrete work shall conform to ACI 318 and ACI 301 and tolerances shall conform to ACI 117 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Concrete Compressive Strength – See "Concrete Mix Design Requirements" table 3. Materials – See "Concrete Materials Designation" table 4. Unless noted otherwise, the terms reinforcing and reinforcement refer to elements reinforced with deformed reinforcing as defined in ACI 318 and/or reinforcing conforming to deformed reinforcing. TESTING: 1. Tests and inspections shall be performed in compliance with ACI 301 and Chapter 17 of the IBC. See Special Inspections. 2. Concrete shall not be placed until reinforcing and embedded items have been inspected by the owner's independent inspection agency and/or the special inspector. 3. See "Special Inspections and Testing" Table. CAST-IN-PLACE CONCRETE (cont.): SUBMITTALS: 1. Submittals shall conform to ACI 301. 2. Submittals for all concrete shall include: mix designs 3. Embed shop drawings shall include placement drawings 1/8”=1’-0” minimum scale locating all embed plates, anchors, and anchor bolts for structural and non-structural components attaching to concrete. Contractor is responsible for coordinating with all trades for determining the need for embeds and locations. Post installed anchors are not allowed unless approved by the structural engineer during the shop submittal process. REINFORCING AND EMBEDDED ITEMS: 1. Provide standard hooks on bars terminating at a concrete face unless noted such as at edges of openings, slab edges, expansion joints, ends of beams, and ends of walls. 2. Unless noted otherwise, provide (2)#5's at each side of openings. Extend 2'-0" beyond edges of opening. 3. Splice bars with class B contact laps per the reinforcing contact lap splice length table, unless noted otherwise. 4. Splice welded wire fabric by lapping one full mesh space plus 2". 5. Unless noted, provide continuous reinforcing around corners and through construction joints, control joints, contraction joints, and joints between all abutting members. Provide epoxy coated reinforcing through construction joints at garage slabs and slabs exposed to de-icers. 6. Welding of reinforcing is prohibited, unless noted otherwise and shall conform to ASTM A706. 7. Provide embeds (including anchors) for all supporting structural and non- structural elements including but not limited to hand rails, canopies, window washing davits, miscellaneous steel, bollards, etc. PLACING AND FINISHING: 1. Handling, placing, constructing, and curing shall conform to ACI 301 including placement of concrete in wet weather, cold weather, and hot weather. 2. Curing compounds should not be used on surfaces that are to receive additional concrete, paint, tile, or other material requiring a positive bond unless the contractor has demonstrated that the membrane can be satisfactorily removed before subsequent application is made, or the membrane dissipates or can serve satisfactorily as the base for the later application. KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.0 GENERAL NOTES NEW SHEET = ñ REVISED DRAWING = ò NO MODIFICATIONS = ó SHEET DELETED = ô SHEET NO.SHEET NAME ISSUE DATE AND TITLE 10 / 2 0 / 2 0 2 3 - D D 02 / 1 5 / 2 0 2 4 - C D S1.0 GENERAL NOTES ñ ò S1.1 GENERAL NOTES ñ ò S1.2 GENERAL NOTES & LOAD KEYS ñ ò S1.3 TYPICAL DETAILS ñ ò S1.4 TYPICAL DETAILS ñ ò S1.5 TYPICAL DETAILS ñ ò S1.6 TYPICAL DETAILS ñ ò S2.0 BASEMENT PLAN ñ ò S2.1 MAIN LEVEL FRAMING PLAN ñ ò S2.2 SECOND FLOOR FRAMING PLAN ñ ò S2.3 ROOF FRAMING PLAN ñ ò S2.4 CUPOLA ROOF PLAN ñ ò S4.0 MAIN LEVEL FRAMING DETAILS ñ ò S4.1 MAIN LEVEL FRAMING DETAILS ñ ò S4.2 MAIN LEVEL FRAMING DETAILS ñ S4.3 SECOND LEVEL FRAMING DETAILS ñ ò S4.4 ROOF FRAMING DETAILS ñ ò S4.5 ROOF FRAMING DETAILS ñ ò S4.6 CUPOLA FRAMING DETAILS ñ ò S5.0 SCHEDULES ñ ò S5.1 SCHEDULES ñ ò 6. See Load Keys for numerical definition and area designation of snow, live, and other gravity loads used in design. 5. Minimum uniform and concentrated live loads as well as partition loads and applicable live load reductions are determined according to Section 1607 of the IBC. 4. All snow loads on the structure for both flat and sloped roofs are calculated in accordance with the 2015 IBC and based on the ground snow load stated above. Roof snow loads consider the following load conditions: partial loading, unbalanced roof snow loads, snow drifting, and sliding snow. 3. Minimum flat roof snow load according to the Garfield County Building Department on 02/15/2024. 2. Ground snow load is according to the Garfield County Building Department on 02/15/2024. 1. The governing building code defines the applicable edition of referenced codes and standards. Where governing building code does not define referenced codes and standards, the latest edition shall be used. NOTES: Referenced Datum 100'-4" = 6137' USGS Foundation Schedule Located on: S 5.1 Minimum Frost Depth 36 in Equivalent Fluid Weight 50 pcf Allowable Bearing Capacity 3000 psf (4500 at exterior existing columns) Date of Report: May 19, 2023 Geotech Project No. 23-7-227 (970)-945-7988 Glenwood Springs, CO 81601 5020 County Road 154 Kumar & Associates, Inc. Geotechnical Engineer Information:James H. Parsons, PE #58663 Foundations Live Loads and Superimposed Dead Loads (Notes 5,6) Slope Factor, Cs 1.0 Thermal Factor, Ct 1.0, 1.2 over unheated space Exposure Factor, Ce 1.0 Importance Factor, Is 1.0 Minimum Flat Roof Snow Load, Pf 40 psf Ground Snow Load, Pg 52 psf Snow Loading (Notes 2,3,4,6) North/South 22 K East/West 22 K Ultimate Seismic Base Shear Analysis Procedure Used Equivalent Lateral Force Analysis Seismic Response Coefficient, Cs 0.053 Deflection Amplification Factor, Cd 4 Over-Strength Factor, 2.5 Response Modification Factor, R 6.5 Basic Seismic Force Resisting System Wood Framed Shear Walls Seismic Design Category C Sd₁ 0.135 Sds 0.346 Spectral Response Coefficients Site Soil Class D S₁ 0.084 Ss 0.34 Mapped Spectral Response Acceleration Seismic Importance Factor, Ie 1.0 Seismic Loading North/South 36 K East/West 31 K Ultimate Wind Base Shear Wall end Zone (Zone 5) -14/11 -13/10 -12/10 Interior Wall Zone (Zone 4) -12/11 -11/10 -11/10 Corner Roof Zone (Zone 3) -19/11 -16/10 -14/10 Roof End Zone (Zone 2) -19/11 -16/10 -14/10 Interior Roof Zone (Zone 1) -12/10 -12/10 -12/10 Ultimate Wind Design Pressure Components & Cladding, PSF 20ft² 50ft² 100ft² Elevation used for Ke (feet above sea level) 6200 Ground Elevation Factor, Ke 1.0 GCpi +/- 0.18 Exposure Category C Basic Wind Speed Vult= 115 MPH Vasd= 90 MPH Wind Loading Historic Designation: No Change of Occupancy: No Risk Category: II Local Jurisdiction: Garfield County, Colorado Building Code: 2015 International Building Code (Note 1) STRUCTURAL DESIGN CRITERIA ABBREVIATIONS AB anchor bolt ADDNL additional AFF above finish floor ALT alternate ARCH architectural B, B/ bottom of BLDG building BM beam BOT bottom BRG bearing BS both sides BTWN between CFS cold-formed steel CIP cast-in-place concrete CJ construction / control joint CJP complete joint penetration CLR clear CLT cross laminated timber CMU concrete masonry unit COL column CONC concrete CONN connection CONST construction CONT continuous D depth DIA, B diameter DIM dimension DK deck DTL detail DWGS drawings DWL dowel (E) existing construction EA each EF each face EJ expansion joint ELEV elevation EOx edge of (S=slab, C=conc, etc) EW each way EXP expansion EXT exterior FDN foundation FLR floor FOx face of (S=slab, C=conc, etc) FS far side FTG footing GA gage GB grade beam GC general contractor GEN general GLB glulam beam GLC glulam column HDG hot dip galvanize HDR header HK hook HORIZ horizontal HP high point HR hour HSA headed stud anchor I/F inside face INT interior JST joist JT joint KIP, K 1000 pounds KLF 1000 pounds per lineal foot ABBREVIATIONS L length LAT lateral LBS pounds LFRS lateral force resisting system LLH long leg horizontal LLV long leg vertical LONG longitudinal LP low point LSL laminated strand lumber LVL laminated veneer lumber LW, LWT lightweight MAS masonry MAX maximum MECH mechanical MFR manufacturer MIN minimum MTL metal (N) new construction No Number NOM nominal NS near side NW, NWT normal weight O/F outside face OC on center OH opposite hand OPNG opening PAF powder actuated fastener PC precast concrete PERP perpendicular PERT pre-engineered roof truss PJP partial joint penetration PL plate PLF pounds per lineal foot PSL parallel strand lumber PT post-tensioning, post-tensioned PT pressure treated RE: reference REINF reinforcement REQD required RET retaining SC slip critical SCHED schedule SCL structural composite lumber SIP structural insulated panel SOG slab on grade SOV slab on void SPA spacing STFNR stiffener STL steel T, T/ top of THK thickness TL transfer load TRAN transverse TYP typical UNO unless noted otherwise UT ultrasonic testing VERT vertical VIF verify in field W width WF wide flange WP work point WWF welded wire fabric 5. Special inspector shall inspect exposed cut surfaces and corners of HSS members for cracks after galvanizing. 4. Special inspection and testing of high-strength bolting shall conform to Tables N5.6-1, N5.6-2, and N5.6-3. 3. Special inspection and testing of welding shall conform to Tables N5.4-1, N5.4-2, and N5.4-3. 100% of all CJP groove welds shall be tested by approved nondestructive test methods (NDT). Where the fabricator performs the NDT, the special inspector shall review the fabricator's NDT reports. 2. Special inspection shall be required for all shop fabricated members, unless the fabrication facility has been approved to perform such work without special inspection by an approved agency. 1. Special inspection and testing shall conform to all requirements of AISC 360 Ch. N, unless noted otherwise. NOTES SPECIFIC TO STRUCTURAL STEEL SPECIAL INSPECTIONS: 7. Class 5: Verification of certifications. 6. Class 4: Audit and inspection of fabrication facility's quality control program, and collection of facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 5. Class 3: Continuous inspection and verification of operations and conditions. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 1. Special inspection and testing are to conform to chapter 17 of the IBC and the local building department. NOTES: Galvanized Structural Steel Members X X All Welds other than Complete Joint Penetrations Groove Welds X X X Pretensioned and Slip Critical Bolts/Joints Using Turn-of-Nut without Matchmarking or Calibrated Wrench Methods of Installation X X X Pretensioned and Slip Critical Bolts/Joints Using Turn-of-Nut with Matchmarking, DTI Washers, or twist-off-type TC bolts X X Bolts in Snug Tight Joints X X Connection Erection and Assembly X X Structural Steel Fabrication Facility X X All Other Post-Installed Anchors X X Post-Installed Adhesive Anchors in Horizontally or Upwardly Inclined Orientations to Resist Sustained Tension Loads X X X Concrete Curing X Concrete Placement X X X Verification of mix design use on site (prior to placement)X X Concrete Strength, Slump, Temperature, and Air Content X X Cast Embedded Anchors X X Reinforcing Placement X X Cast-In-Place Concrete Formwork Installation X Compaction X X X Slab-on-Grade Subgrade Material X Soils and Foundations Footing Soil Bearing Material X 1 2 3 4 5 Category/Material Component/Work Class SPECIAL INSPECTIONS AND TESTING POST INSTALLED ANCHORS IN CONCRETE AND MASONRY GENERAL: 1. Holes are assumed to be dry unless otherwise noted on plans. 2. Holes to be hammer drilled with bit as specified by anchor manufacturer. 3. Anchors specified are based on the specific technical data published by the specified anchor manufacturer. Substitutions are not permitted without approval by the Structural Engineer of Record prior to use. Contractor shall provide calculations demonstrating that the substituted product is capable of achieving the performance values of the specified product. Substitutions will be evaluated by their having an ICC ESR showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions. Adhesive anchor evaluations consider creep, in- service temperature and installation temperature. 4. Install anchors per the manufacturer instructions, as included in the anchor packaging. Installation shall adhere to ICC ESR. Reference plans and details for anchors that are to be installed with reduced torque. 5. Concrete should be allowed to cure a minimum of 21 days prior to adhesive anchor installation. 6. Prior to installation of anchors all installation and inspection personnel shall be instructed on site by a representative of the anchor manufacturer on proper installation techniques and equipment. 7. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings. 8. Installation of anchors shall not damage existing reinforcement. 9. Post-installed anchors to be stainless steel where exposed to exterior and/or corrosive environments unless the anchor is protected. 10. All installers of post-installed adhesive anchors horizontally, vertically or upwardly inclined in concrete to support sustained tension loads shall be certified by ACI/CRSI adhesive anchor installer certification program, or equivalent as required by the IBC. Submit certificates for record. 11. All post-installed anchors in concrete shall be suitable for use in cracked concrete applications. 12. When doweling continuously deformed rebar into concrete use Hilti RE-500v3 or an adhesive that has been approved under ACI 355.4 and ACI 318 for development and lap splices. 13. Unless noted otherwise on plans/details all adhesive anchors shall be Hilti HIT-HY200 V3 for concrete and Hilti HY-270 for block and brick. Unless noted otherwise on plans/details all expansion anchors shall be Hilti Kwik- Bolt TZ2. See note 3 for substitutions. STRUCTURAL STEEL (NON-HIGH SEISMIC) GENERAL: 1. All structural steel work shall conform to AISC 360 and tolerances shall conform to AISC 303 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Materials – See Steel Materials Table 3. Qualifications - Fabricator and Erector shall be experienced in fabrication and erection of projects of similar size and complexity. TESTING: 1. Tests and inspections shall be performed in compliance with AISC 360 and Chapter 17 of the IBC. Inspections include: Welding, high strength bolting, anchor rod placement, proper use of joint details, fabricated steel, and erected steel frame. Testing includes: UT of full penetration welds, bolt tensioning procedures, shear stud bend tests. 2. See "Special Inspections and Testing" Table. SUBMITTALS: 1. Submittals shall conform to AISC 360. 2. Submittals for structural steel shall include erection drawings, shop drawings, and mill test reports. 3. Erection drawings shall include plan drawings at 1/8"=1'-0” minimum scale complete with sections, elevations, and details as required to properly erect the structural steel frame. 4. Shop drawings shall include piece drawings which indicate cuts, connections, camber, holes, welds and dimensions as required for fabrication of the members. Part drawings are not required to be submitted unless specifically requested. CONNECTIONS: 1. Engineer of Record (EOR) has designed all connections. If a connection design is inadvertently omitted from contract documents the contractor shall request specific connection design from the EOR. 2. Connection Design Forces: Unfactored ASD values 3. Simple Beam Connections: Select connections with capacities equal to or greater than beam reactions shown on the drawings. Single sided connections shall be detailed to use the maximum number of bolt rows that can fit into the supported beam web. Double sided connections shall be detailed such that the angle or bent plate length is at least 60% of the supported beam "T" dimension. 4. HSS Cap Plates: Provide 1/4" cap plates at top of all HSS columns, uno. 5. Unframed end of wide flange beams: At the end of wide flange beams without incoming framing or other means of restraint of rotation of the beam, provide a pair of 3/8" full depth stiffeners or a 3/8" full depth end plate at the end of the beam. BOLTS: 1. Where indicated on the drawings as slip critical and where oversized or long-slotted holes are utilized in shear, bolted joints shall be slip critical. Faying surfaces shall be prepared to meet the requirements of a Class A surface, and bolts shall be installed to the fully tensioned condition. 2. Where bolts are subject to non-static loading, are utilized to interconnect parts of a built up compression member, or all Group B fasteners loaded in tension shall be installed to the fully tensioned condition. 3. Bolts not subject to the requirements for slip critical connections and not required to be fully tensioned may be installed to the snug-tight condition. 4. A307 bolts may be used only where indicated. WELDS: 1. Fillet Welds: Size as indicated, but not less than AISC minimum size. 2. Groove Welds: Full penetration unless noted otherwise. 3. Welds are continuous unless noted otherwise. COLUMN BASE PLATES: 1. Provide flowable grout with a minimum compressive strength tested in accordance with ASTM C109 to achieve a strength of 3,000 psi after one day and the minimum of two times the concrete strength that the base plate is bearing on or 8,000 psi after 28 days. 2. Grout shall show a minimum positive expansion of 0.03% when tested in accordance with ASTM C827. 3. For base plates greater than 21" in length, provide a single 3" diameter witness hole near the center of the plate. 4. Trim grout to 45 degrees where bearing surface allows. Finish vertical when edge of bearing surface aligns with edge of bearing plate. 5. Grout column bases prior to pouring any elevated slab on deck. SHOP CLEANING AND PAINTING: 1. Uncoated Steel: All steel not specifically indicated as painted steel, steel to receive spray-on-fireproofing or to be galvanized, and faying surfaces of slip critical connections shall be uncoated. Prepare surface per SSPC- SP1. 2. Primed Steel: Steel indicated to painted, with no specific paint requirements stated, shall have the surface prepared per SSPC-SP2 minimum and receive one coat of fabricator's standard rust-inhibitive primer paint applied to a minimum dry-film thickness of 1 mil. 3. Galvanized Steel: Steel indicated to be galvanized shall be cleaned, prepared, and galvanized in accordance with ASTM A123. Repair minor defects, damaged areas, and welded joints in accordance with ASTM A780. Provide vent holes as required in tube members. Provide vent hole plugs at all vertically oriented tubes. 4. Other specified coatings: Where indicated on the drawings, provide specified coating system as indicated. Clean and prepare steel as required by the specification or coating manufacture. ERECTION: 1. No final bolting or welding shall be performed until as much of the structure which will be stiffened thereby has been properly aligned. 2. Field correction of fabrication or other errors will be permitted only when approved by the EOR. Finish gas-cut sections in accordance with AWS D1.1. KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.1 GENERAL NOTES 1. Type III Portland cement may be used if acceptable to the Architect. NOTES: Vapor Retarder below SOG ASTM E1745-Class A Welded Wire Fabric ASTM A185 Welded Reinforcing Bars ASTM A706-grade 60 (Specified Yield Strength = 60ksi) Reinforcing Bars ASTM A615-grade 60 (Specified Yield Strength = 60ksi) Curing Compound ASTM C309, Type I, Class A Air Entraining Admixture ASTM C260 Accelerator Admixture ASTM C494, Type C or Type E High Range Water Reducing Admixture ASTM C494, Type F or Type G Water Reducing Admixture ASTM C494, Type A or Type D Water Potable Aggregate ASTM C33 Fly Ash ASTM C618, Class C or F Portland Cement ASTM C150, Type I or Type II Material Standard CONCRETE MATERIALS DESIGNATION 7. Where concrete is exposed to F3 freeze thaw exposure, restrictions on maximum fly ash and/or other cementitious materials apply. Refer to Table 26.4.2.2(b) in ACI 318 for requirements. Prestressed Concrete:C0 = 0.06 C1 = 0.06 C2 = 0.06 Reinforced Concrete:C0 = 1.0 C1 = 0.3 C2 = 0.15 6. Corrosion Protection of Reinforcement requirements (C0,C1,C2): Maximum water-soluble choride ion (CL-) content in concrete, by % weight of cement: 5. Exposure Class indicates the severity of the anticipated exposure of concrete members for each exposure indicated below according to ACI 318 Table 19.3.1.1/ACI 301: Freeze Thaw Exposure noted thus: F0,F1,F2,F3 Water-Soluble Sulfate in Soil Exposure noted thus: S0,S1,S2,S3 Permeability Requirements noted thus: W0,W1 Corrosion Protection of Reinforcement noted thus: C0,C1,C2 Refer to ACI 301/ACI 318 for specific requirements based on the exposure category indicated in the mix design table above. 4. Mix designs shall be in accordance with ACI 301. 3. Required minimum average splitting tensile strength = 6.7*√(f'c) regardless of concrete density. 2. Concrete is normal weight concrete unless noted otherwise. Normal weight concrete (NW) shall have a dry density of 145 ± 5 pcf unless noted otherwise. Lightweight concrete (LW) shall have a dry density of 110 ± 5 pcf unless noted otherwise. 1. Strength (f'c) is the compressive strength at 28 days unless noted otherwise or... GENERAL CONCRETE MIX NOTES: 5. Unless otherwise approved by structural engineer. 4. Refer to concrete column schedule for additional strength requirements. 3. Slump tolerances as follows (ACI 117): Specified Slump not greater than 4"= +/- 1" Specified Slump more than 4"= +/- 1 1/2" Where Slump is specified as a range= No Tolerance See ACI 301 for slump of concrete before addition of plasticizers or high-range water reducing admixtures. 2. Tolerance on air content as delivered shall be +/- 1.5%. 1. For any concrete exposed to freezing temperatures and moisture, the air content shall be the greater of 5%, minimum required by ACI 318, or of that shown in the table. TABLE FOOTNOTES: S0 W0 Other ⁵5000, NW I/II 0.4 3/4" 6 - F3 C1 S0 W0 Interior Slab-on-Grade (SOG) 4500, NW at 56 days - 0.55 3/4" 5 - F1 C0 S0 W1 Foundation Walls 4000, NW - 0.5 3/4" 5 - F1 C1 S0 W1 Footings 4000, NW at 56 days - 0.5 3/4" 5 - F1 C1 Element f'c (psi) Cement Type Max W/C Max Agg Air Content (Note 1,2) Slump (Note 3) Exposure Class CONCRETE MIX DESIGN REQUIREMENTS 5. Extend dowels to far edge of member UNO. 4. Compression dowel embedment lengths are permitted only when dowel is noted in drawings as compression, otherwise use tension embedment length. 3. db is bar diameter. 2. Embedment length shall not be less than 12 inches. 1. Refer to "Concrete Reinforcing Tension contact Lap Splice Lengths" table for tension dowels without standard hooks. Values for Class A tension splices are permitted to be used. NOTES: ≥ 10000psi 12*db Note 1 18*db 8000psi 14*db Note 1 18*db 6000psi 16*db Note 1 18*db 5000psi 17*db Note 1 18*db 4000psi 19*db Note 1 19*db 3000psi 22*db Note 1 22*db Standard Hook Other Concrete Compression Strength Tension Dowels Compression Dowels CONCRETE REINFORCING DOWEL EMBEDMENT LENGTHS 4. Ties and stirrups 3. Primary reinforcement 2. Primary reinforcement, ties, stirrups, and spirals 1. Cover for prestressed & non-prestressed reinforcement NOTES: Columns, beams, girders 1 1/2 (Note 2) Walls, slabs #11 and smaller 3/4 Concrete not Exposed to Earth or Weather Walls, slabs #14-#18 1 1/2 #5 and smaller 1 1/2 Concrete Exposed to Earth or Weather #6-#18 2 Concrete cast against & permanently exposed to earth 3 Assembly Cover (in) REQUIRED CONCRETE COVER FOR NON-FIRE-RATED ASSEMBLIES 7. Bolted connections to follow all requirements indicated in the Specification for Structural Joints Using High Strength Bolts (RCSC). 6. Class B faying surfaces are blast cleaned surfaces as defined by AISC 360. 5. Class A faying surfaces are unprimed surfaces or hot dip galvanized surfaces with hand wire brush roughening, as defined by AISC 360. 4. Where bolts are indicated as slip critical or fully tensioned, pretension bolt as defined by AISC 360, Table J3.1. 3. Holes may be short slotted transverse to applied load, unless plans, details, or connection tables indicate a standard or oversize hole. 2. All bolts are snug tight, unless indicated on plan or details as slip critical or fully tensioned. 1. Reference plan, details, and connection tables for bolt size and joint type. NOTES: 3/4"ø Bolt, ASTM F3125 Grade A325 or F1852 3/4"ø A325 Bolt Standard Bolt Size, Joint Type and Designation on Drawings BOLT GRADES Weld Electrodes E70 (70ksi) High Strength Threaded Studs ASTM A29 or A572 All Threaded Rod and Threaded Studs, UNO ASTM A36 Headed Stud Anchors ASTM A108/A29 Direct-Tension-Indicator Washers ASTM F959 Washers ASTM F436, except plate washers to be ASTM A36 Nuts ASTM A563, Heavy Hex - typical (Group A) - where noted as Group B - where indicated as A307 ASTM F3125 Grade A325 or F1852 ASTM F3125 Grade A490 or F2280 ASTM A307 Gr. A Bolts Anchor Rods ASTM F1554 Gr. 55 w/ Supplement S1 - typical - when noted as 50ksi ASTM A36 (36ksi) ASTM A572 Gr. 50 (50ksi) Plates and Bars Round HSS ASTM A500 Gr. C (46ksi) Rectangular HSS ASTM A500 Gr. C (50ksi) Pipe ASTM A53 Gr. B (35ksi) HP Sections ASTM A572 Gr. 50 (50ksi) M, S, C, MC, L, MT, ST Sections ASTM A36 (36ksi) W and WT Sections ASTM A992 (50ksi) or ASTM A572 Gr. 50 (50ksi) Material Standard STEEL MATERIALS DESIGNATION Stud 700 psi 850 psi 625 psi 180 psi 1,400 ksi No2 900 psi 1,350 psi 625 psi 180 psi 1,600 ksi No1 1,000 psi 1,500 psi 625 psi 180 psi 1,700 ksi Select Strucutral 1,500 psi 1,700 psi 625 psi 180 psi 1,900 ksi DOUGLAS FIR-LARCH (DFL) Species & Grade Flexural Stress Compressive Stress Parallel to Grain Compressive Stress Perp to Grain Horizontal Shear Stress Modulus of Elasticity DESIGN VALUES FOR DIMENSIONAL LUMBER Columns 2 1,700 psi 1,700 psi 1,950 psi 265 psi 1,600 ksi 850 ksi Simple Beams 24F-V4 1,850 psi 2,400 psi 1,650 psi 265 psi 1,800 ksi 950 ksi Cont Beams, Cantilevers 24F-V8 2,400 psi 2,400 psi 1,650 psi 265 psi 1,800 ksi 950 ksi Member Type Combo Symbol Flexural Stress (Top) Flexural Stress (Bottom) Compressive Stress Horizontal Shear Stress Modulus of Elasticity (Ex) Modulus of Elasticity (Ex,min) DESIGN VALUES FOR GLUE-LAMINATED TIMBER Beams 875 psi 600 psi 170 psi 1,300 ksi No2 Columns 750 psi 700 psi 170 psi 1,300 ksi Beams 1,350 psi 925 psi 170 psi 1,600 ksi No1 Columns 1,200 psi 1,000 psi 170 psi 1,600 ksi Beams 1,600 psi 1,100 psi 170 psi 1,600 ksi Select Structural Columns 1,500 psi 1,150 psi 170 psi 1,600 ksi DOUGLAS FIR-LARCH (DFL) Species & Grade Size Classification Flexural Stress Compressive Stress Horizontal Shear Stress Modulus of Elasticity DESIGN VALUES FOR HEAVY TIMBER Headers and Beams - 2.0E 2,600 psi 2,510 psi 1,555 psi 750 psi 285 psi 2,000 ksi LAMINATED VENEER LUMBER (LVL) Headers and Beams - 1.55E 2,325 psi 1,350 psi 1,070 psi 800 psi 310 psi 1,550 ksi 2x8 Studs - 1.5E 2,250 psi 1,950 psi 1,500 psi 475 psi 400 psi 1,500 ksi 2x4 and 2x6 Studs - 1.3E 1,700 psi 1,400 psi 1,075 psi 435 psi 400 psi 1,300 ksi LAMINATED STRAND LUMBER (LSL) Type - E Flexural Stress Compressive Stress Tensile Stress Compressive Stress Perp Horiz Shear Stress Modulus of Elasticity DESIGN VALUES FOR MANUFACTURED LUMBER B1 1 1/4" 200 plf 4650 plf 3500 lbs Rim Board Grade Minimum Thickness Horizontal Load Transfer Capacity Uniform Vertical Compression Capacity, 18" Depth Concentrated Vertical Compression Capacity DESIGN VALUES FOR RIM BOARD, ANSI/APA PRR-410 4. Other bars are reinforcement other than Top bars. 3. Top bars are horizontal reinforcement placed such that more than 12 inches of fresh concrete is cast below the development length or splice. All tension splices shall be class B splices unless noted otherwise. 2. The table above is for Case #1 reinforcement with clear spacing greater than 2*db AND cover greater than or equal to db. 1. The table above is for concrete compression strength of 4000psi and Case #1 reinforcement. NOTES: B 113" 87" #11 A 87" 67" B 102" 79" #10 A 78" 60" B 90" 70" #9 A 70" 54" B 80" 62" #8 A 62" 48" B 70" 54" #7 A 54" 42" B 48" 37" #6 A 37" 29" B 40" 31" #5 A 32" 24" B 32" 25" #4 A 25" 19" B 24" 19" #3 A 19" 14" Bar Size Lap Class Top Bars Other Bars CONCRETE REINFORCING TENSION CONTACT SPLICE LENGTHS FOR CONCRETE COMPRESSION STRENGTH 4000 PSI CASE 1 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C H H I I D D E E F F J J 2 1 6 2 DR I F T # 1 2 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C H H I I D D E E F F J J 3 DRIFT #1 DR I F T # 1 DRIFT #1 DR I F T # 1 4 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C H H I I D D E E F F J J 5 LOAD AREA PATTERN SELF WEIGHT (psf)LIVE LOAD REDUCTION DESCRIPTION OF LOAD NOTES SUPERIMPOSED LOADS DEAD LOAD (psf) LIVE LOAD (psf) SNOW LOAD (psf) TYPICAL INTERIOR FLOOR OVER EXISTING ROOF101080 --NO DRIFTING SNOW LOAD DIAGRAM NOTES: 1. DRIFTING SNOW LOADS ARE DEFINED BY DIAGRAM TO THE RIGHT. 2. ROOF LIVE AND SNOW LOADS DO NOT ACT CONCURRENTLY. Pd Pf Ld -- LOAD KEY LEGEND 1 TYPICAL COVERED EXTERIOR DECK OVER EXISTING ROOF1010040NO2 3 5 10 (NOTE 1)(NOTE 4)(NOTES 3&4) TYPICAL ROOF LOAD25 20 40 + DRIFT NO10 CUPOLA ROOF LOAD15 20 40 NO10 -- INCLUDES 5 PSF PV AND 10 PSF BALLAST ALLOWANCE 4 TYPICAL ROOF LOAD OVER UNHEATED SPACE25 20 48 NO10 INCLUDES 5 PSF PV AND 10 PSF ALLOWANCE INCLUDES 5 PSF PV AND 10 PSF BALLAST ALLOWANCE INTERIOR FLOOR OVER EXISTING ROOF - ROOMS 1010 60 -- NO --6 WOOD FRAMING GENERAL: 1. All wood construction work shall conform to ANSI/AF&PA NDS unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Materials – See Wood Materials Tables 3. Qualifications – Carpenter shall be experienced in construction of projects of similar size and complexity and shall be knowledgeable of conventional light frame construction practices and minimum nailing requirements of the IBC. PRODUCTS: 1. All wood framing shall be at a moisture content of 19% or less and shall be marked S-Dry (surface dried) or KD (kiln dried). 2. Unless noted otherwise, all sizes noted on these drawings are nominal. Actual sizes are based on "Minimum Dressed-Dry" dimensions according to American Softwood and Lumber Standard PS20-10. Members which the architect, engineer, or inspector judge to be misgraded shall be reinspected by a qualified lumber grader. Members which have permissible grade characteristics in such combination to affect the performance of the member are also subject to replacement at the discretion of the architect, engineer, or inspector. 3. Unless noted otherwise, all glulam framing sizes are minimum dressed dimensions in accordance with American Institute of Timber Construction AITC113. 4. Unless noted otherwise, all manufactured framing sizes are based on specified manufacturers published information. 5. Wall studs to be Douglas Fir-Larch (DFL) No2 [Hem-Fir (HF) No2, Laminated Strand Lumber (LSL)] @16"OC, unless noted otherwise in the drawings. 6. Wood I-joists: where framing members are noted TJI on the drawings, use engineered products by Weyerhaeuser or approved equal. 7. Wood open-web joists: where framing members are noted "Red-L", "Red- LT", " Red-W", "Red-S", "Red-M", and "RED-H", use engineered products by Red Built or approved equal. 8. Structural Panels: Sheathing for roofs and walls shall conform to APA PS-2 standards. All panels shall be Exposure 1, unless noted otherwise. 9. Sills: Sill plates shall be pressure treated Douglas Fir-Larch stamped to show compliance with AWPA standards. CONNECTORS: 1. All bolts, metal connectors, hangers, anchors, and fasteners in contact with preservative treated wood or used in wet conditions shall be hot dipped galvanized per ASTM A653 G185 or ASTM 153 or stainless steel type 304 or 316. 2. Provide 5/8" diameter anchor bolts @48"OC at the top of all foundation elements for attaching sill plates, except at shear walls. See Shear Wall Nailing Schedule for shear wall anchor bolt spacing. As a minimum, provide two bolts, each within 12" max and 5" min of the ends of each piece of sill plate. 3. J and L type bolts are allowed for anchorage of wood sills. Anchor material to be ASTM F1554 Grade 36 (min). 4. Anchor bolts shall be cast into concrete or grouted into masonry with a minimum embedment of 7". 5. Provide plate washers at all shear wall anchor bolt connections to wall plates. See "Typical Wood Shear Walls - Nailing Schedule and Details" for more information. 6. Nailing shall conform to the minimum requirements contained in Table [2304.10.2,2304.10.1, 2304.9.1] of the IBC unless more stringent requirements are shown on these drawings or in these notes. 7. All nails are to be steel common wire nails and conform to ASTM F1667. 8. Bolts shall conform to ASTM A307 Grade A. 9. Pre-drill nail holes when necessary to prevent splitting. 10. Steel plates for wood construction shall conform to ASTM A36. 11. All exposed bolts in wood structure which are not in contact with preservative treated wood shall be plain, uncoated steel. 12. Holes for bolts shall be 1/16" oversized. 13. Retighten all bolts prior to closing in. 14. Lag screws shall penetrate the main member a minimum of eight times the shaft diameter unless noted otherwise. 15. Diagonal (toe-nail) lag screws shall be installed with a minimum edge distance of four times the shaft diameter. INSTALLATION: 1. Truss rods and connections shall be tightened after installation and leveling. 2. At roofs and floors, lay panels with long dimension perpendicular to supports with short edges staggered. 3. Glue and nail floor sheathing to supports with 2 1/2"x0.131"@6"OC edges and 2 1/2"x0.131"@12"OC field. 4. Nail roof sheathing to supports with 2 1/2"x0.131"@6"OC edges and 2 1/2"x0.131"@12"OC field. 5. See plans for areas of special blocking and nailing. 6. Nail vertical sheathing to supports with 2 1/2"x0.131"@6"OC edges and 2 1/2"x0.131"@12"OC field for walls not designated as shear walls. 7. Where shear walls are noted on the plans, the sheathing is used as part of the lateral load resisting system. See typical details for attachment of sheathing to supports for wood structural panel shear walls. 8. Where in contact with concrete or masonry, wood members shall be pressure treated or separated by a layer of moisture barrier. FRAMING TOLERANCES: 1. Layout of walls and partitions: within 1/4" of intended position. 2. Plates and runners: 1/4" in 8' from a straight line. 3. Studs: 1/4" in 8' out of plumb, not cumulative. 4. Face of framing: 1/4" in 8' from a true plane. KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.2 GENERAL NOTES & LOAD KEYS 1" = 20'-0"S1.2 2 SECOND FLOOR/LOW ROOF LOAD KEY 1" = 20'-0"S1.2 3 ROOF LOAD KEY 1" = 20'-0"S1.2 4 CUPOLA LOAD KEY DRIFT SCHEDULE Pd (PSF) Ld (FT) DRIFT #1 50 9'-10" FIRST POUR T/SOG PROVIDE ACCESSORIES TO SUPPORT REINFORCEMENT, REINF CHAIRED AT MID-HEIGHT VAPOR BARRIER/INSULATION, RE: NOTE COMPACTED BASE, RE: NOTE SUBGRADE, RE: NOTE T, R E : P L A N INSULATION, RE: ARCH REINFORCING, RE: PLAN NOTES: 1. RE: ARCH FOR VAPOR BARRIER AND INSULATION REQUIREMENTS. UNO RE: ARCH: PROVIDE VAPOR BARRIER BELOW SLABS WITH FLOOR FINISHES SUSCEPTIBLE TO MOISTURE. 2. SOG SHALL BEAR ON SUITABLE SUBGRADE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER & GEOTECHNICAL REPORT. 3. PROVIDE MIN 4" FREE DRAINAGE COMPACTED BASE TYPICAL UNO BY GEOTECHNICAL ENGINEER & GEOTECHNICAL REPORT. T/SOG T/SOG NOTES: 1. STOP REINF AT EACH SIDE OF CONSTRUCTION JOINT 2. PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY MAXIMUM SPACING, UNO. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. 3. UNO AT GARAGES, REINFORCING PASSING THROUGH CONSTRUCTION JOINTS SHALL BE EPOXY COATED. JOINT #3x3'-0"@18"OC THRU JOINT, CENTERED IN DEPTH T/ 4 , M I N NOTES: 1. SAWCUT CONTROL JOINT WITHIN 8 HOURS (MAX) OF PLACEMENT OR USE TOOLED JOINT DURING FINISHING (CONTRACTOR'S OPTION) 2. PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY MAXIMUM SPACING, UNO. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. SAWCUT OR TOOLED CONTROL JOINT, CAULK RE: ARCH TYPICAL SOG CONTROL JOINT TYPICAL SOG CONSTRUCTION JOINT T, R E : P L A N T, R E : P L A N SOG @18"OC TOP#4 (1)#6 T&B CONT 1'-0" T/SOG 24" FR O S T D E P T H (1 2 " M I N ) T/SOG T/SOG STEP MORE THAN 8" TO 24" MAX STEP = 8" OR LESS #4@12" HORIZ WHEN STEP EXCEEDS 18" OPTIONAL CONST JOINT #5 CONT T&B #4@16" SOG REINF #4 CONTINUOUS 1'-6" 1'-6" . ST E P RE : P L A N T/SOG T/SOG 2" C L E A R 2" CLEAR ST E P RE : P L A N MIN 6 " CAST AFTER COL & ADJACENT SLABS ARE IN PLACE CONST OR CONTROL JOINTS, RE: SOG JOINTING BOND BREAK MATERIAL AROUND BLOCK OUT BLOCK OUT, FILL W/ CONC AFTER COL PLACEMENT TOP OF CONC FTG/PIER ETC T/SOG #4 EA CORNER ±2 " STANDARD HOOK INTERSECTIONS NOTES: 1. DOWELS AND CORNER BARS MATCH HORIZONTAL REINF EXCEPT USE #5 DOWELS & CORNER BARS FOR HORIZONTAL BARS #6 AND LARGER 2. SEQUENCING OF VERTICAL AND HORIZONTAL REINFORCING PER DETAILS CUT ON PLAN, UNO OBTUSE ANGLE CORNERSRIGHT ANGLE CORNERS CLASS B SPLICE, TYP RE : P L A N CLASS B SPLICE, TYP CL A S S B S P L I C E , T Y P NOTES: 1. CHAMFER AT EXPOSED JOINTS UNO, RE: ARCH 2. LOCATION OF CONSTRUCTION JOINTS IN FDN WALLS BELOW GRADE: SUPPORTED ON CONTINUOUS FOOTINGS AT CONTRACTOR OPTION. 3. LOCATE CONSTRUCTION JOINTS IN WALLS ACTING AS GRADE BEAMS AT MIDDLE THIRD OF SPANS, UNO. TH I C K N E S S ALL REINF CONT B LAP SPLICE OR WALL REINF CONSTRUCTION JOINT, ROUGH TO 1/4" AMPLITUDE EXCPT FOR FDN WALLS SUPPORTED BY FOOTINGS TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. L=3D MAX SPAN D= 2 ' - 6 " MI N D E P T H STEPPED FOOTING AT PERPENDICULAR DEEP WALL LOW FTG PERPENDICULAR DEEP WALL EXTEND WALL VERTICAL BARS THROUGH BEARING POCKET, MINIMUM (2)#5 HOOK ALL HORIZONTAL BARS AT CORNER/WALL TERMINATION WALL THICKNESS BEARING POCKET = #4@12" HOOK EA ENDAND BOT REINF MIN LAP SPLICE TOP . WALL REINF RE: DETAILS HIGH FTG TYP REINF D= 2 ' - 6 " MI N D E P T H STEPPED FOOTING AT PARALLEL DEEP WALL LOW FTG PARALLEL DEEP WALL EXTEND WALL VERTICAL BARS THROUGH BEARING POCKET, MINIMUM (2)#5 HORIZONTAL BARS ARE CONTINUOUS THROUGH JOINT OR PROVIDE ENOUGH LENGTH FOR SPLICE BEYOND JOINT AND BOT REINF MIN LAP SPLICE TOP . WALL REINF RE: DETAILS HIGH FTG TYP REINF L = 3D MAX SPAN WALL THICKNESS BEARING POCKET = STEPPED FOOTING (2)#5 TOP & BOT #4@12" HOOK EA END (2)#5 TOP & BOT MIN 1'-0" 3" C L R T Y P RE : P L A N FT G T H I C K N E S S , 2' - 0 " M A X FOUNDATION WALL, REINF NOT SHOWN FOR CLARITY FTG DOWELS, RE: PLANS AND DETAILS FTG REINF, RE: PLANS AND DETAILS (3)#5 (3)#5 CONSTRUCTION JOINT OPTIONAL 1'-3" 1'-3" 1 2 MIN 1'-3" 1'-3" KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.3 TYPICAL DETAILS NTSS1.3 1 TYPICAL SLAB ON GRADE NTSS1.3 2 TYPICAL SLAB ON GRADE JOINTING NTSS1.3 7 SLAB ON GRADE TURN DOWN NTSS1.3 3 TYPICAL SLAB ON GRADE STEPS NTSS1.3 6 TYPICAL SLAB ON GRADE BLOCKOUT AT STEEL COLUMNS NTSS1.3 4 TYPICAL WALL AND GRADE BEAM CORNER REINFORCING SINGLE MAT OF REINFORCING NTSS1.3 5 TYPICAL WALL CONSTRUCTION JOINT SINGLE MAT OF REINFORCING NTSS1.3 8 TYPICAL FOOTING STEP DETAILS TYPICAL SHEAR TAB (SINGLE PLATE) CONNECTIONS - ASD (AISC 360-10&16) BEAM TO COLUMN OR WIDE FLANGE GIRDER 3/4"B A325N BOLTS E70XX ELECTRODES Fy=36 KSI TABS Fy=50 KSI BEAMS, GIRDERS, AND COLUMNS Fy=35 KSI PIPE 12 (15) 14 (15) 26 (28) 28 41 53 56 56 [69] 69 5 (9) 8 (12) 15 (19) 26 33 5 (6) 6 13 13 23 35 47 47 [60] 60 53 56 56 [69] 69 82 7382 94 8694 105 99105 MEMBER DEPTH W8 W10 W12 W14 W16 W18 W21 W24 W27 ROWS OF BOLTS 2 2 3 3 4 5 6 6 [7] 7 MAX COPE DEPTH (in) MAX COPE LENGTH (in)SINGLE COPE DOUBLE COPE 1 1.5 1.5 1.5 1.5 1.5 1.5 2 2 4 4 4 4 5 5 5.5 6 6 "A"<=3 1/2" W30 8 2 7 W33 9 2.5 7 W36 10 2.5 7 NO COPE "A"<=3" 13 (16) 15 (16) 29 29 42 54 59 59 [72] 72 84 97 109 NOTES: 1. CONNECTION CAPACITY MUST MEET OR EXCEED REACTION SHOWN ON PLAN. CONTACT STRUCTURAL ENGINEER FOR ALTERNATE CONNECTION WHEN TABLE VALUES ARE EXCEEDED. 2. VALUES IN (#) APPLY TO BEAM SIZES W8x15, W10x17, W12x19, AND HEAVIER. 3. VALUES IN [#] APPLY TO W24 W/ (7) BOLTS, USE (7) BOLTS WHERE LOAD INDICATED ON PLAN EXCEEDS CAPACITY OF (6) BOLT CONNECTION. (7) BOLT CONNECTION REQUIRES ENCROACHMENT OF BEAM FILLET (K). 4. CAPACITIES ARE BASED ON AISC 360-10&16, ALLOWABLE STRENGTH DESIGN (ASD). 5. HOLES IN SHEAR TAB FOR 5 ROWS OF BOLTS AND LESS MAY BE EITHER STANDARD OR SHORT-SLOT HOLES. 6. * INDICATES AT 6 ROWS OF BOLTS AND GREATER, HOLES IN SHEAR TAB ARE REQUIRED TO BE SHORT-SLOT HOLES OR SHEAR TAB THICKNESS SHALL BE REDUCED TO 5/16 THICKNESS WITH STANDARD HOLES. 7. WHERE SHEAR TAB CONNECTS TO HSS COLUMN, TABLE IS VALID FOR ALL HSS8x8 AND SMALLER. WHERE COLUMN WIDTH THAT SHEAR TAB CONNECTS TO EXCEEDS 8", b/t RATIO OF HSS MUST BE LESS THAN 33. WHERE b/t RATIO EXCEEDS 33, USE A SINGLE ANGLE CONNECTION OR CONTACT STRUCTURAL ENGINEER FOR ALTERNATE CONNECTION. "A"=5" DOUBLE COPE CAPACITY (K) STEEL GIRDER ROWS SEE COLUMN GRAPHIC FOR DIMENSIONAL LIMITATIONS STEEL BEAM NOTE TO DETAILER: OFFSET SHEAR TABS WHEN BEAMS ON OPPOSITE SIDES OF GIRDER ALIGN. SHEAR TAB TO WF GIRDER SKEWED SHEAR TAB DETAIL "A" TOP FLANGE REMOVED FOR CLARITY 1/4 1/4 TYP 1/4 1/4B=0Y (1/4) 1/4B=45Y NO PLATE PREP BZ45Y NOTES: 1. RE: AISC TABLE 10-14C FOR WELD AND PLATE PREP REQUIREMENTS. 2. IF B>45Y, USE BENT PLATE CONNECTION ON OBTUSE SIDE. ENGINEER TO PROVIDE OR VERIFY DETAIL. 3/8 1/40Y<BZ17Y NO PLATE PREP 1/2 1/417Y<BZ30Y NO PLATE PREP 5/16 1/430Y<B<45Y W/ PLATE PREP . ROWS \ COL AND BEAM "A" 3/8" PLATE, TYP RE: NOTE 6 STEEL BEAMWF OR HSS/PIPE COLUMN, 1/4" MIN WALL THICKNESS FOR HSS AND PIPES SHEAR TAB TO WF COLUMN SIMILAR CONNECTION TO FACE OF HSS OR PIPE COLUMN 1/4 1/4 TYP TY P 3" MI N 1 1 / 4 " 1 1/2" MIN 1 1/2" MIN * * * * * * "A" 1" MAX GAP 1.1"x6" sheathing to each bearing or joist; face nail 2.1"x8" and wider sheathing to each bearing; face nail 3.2" subfloor to joist, girder, or blocking; blind and face nail 6.Bottom plate to joist or blocking; face nail 7.Top or bottom plate to stud; end nail 8.Stud to top or bottom plate 9.Stud to stud; face nail 10.Top plate to top plate; face nail 11.Top plate to top plate at end joints; each side of end joint, face nail (min 24" lap splice length each side of end joint) 14.Built-up header (2" to 2"); face nail 16.Ceiling joists to plate; toenail 15.Continuous header to stud; toenail 17.Ceiling joists not attached to parallel rafter, laps over partitions; face nail 18.Ceiling joists attached to parallel rafter 19.Joist at all bearings; toenail 23.1" brace to each stud and plate; face nail 24.Built-up corner studs 25.Built-up girder and beams 26.2" planks; face nail 27.Bridging to joist 28.Plywood Sheathing (2)2 1/2"x0.131" (3)2 1/2"x0.131" (2)13 1/2"x0.162" 3 1/2"x0.162"@16"OC (2)3 1/2"x0.162" (4)2 1/2"x0.131" toenail or (2)3 1/2"x0.162" end nail 3 1/2"x0.162"@24"OC 3 1/2"x0.162"@16"OC (8)3 1/2"x0.162" 3 1/2"x0.162"@16"OC each face (3)2 1/2"x0.131" (4)2 1/2"x0.131" (3)3 1/2"x0.162" RE: IBC Table 2308.7.3.1 (3)2 1/2"x0.131" (2)2 1/2"x0.131" 3 1/2"x0.162"@24"OC 4"x0.192"@32"OC at top and bottom and staggered (2)4"x0.192" at ends and at each splice (2)3 1/2"x0.162" at each bearing (2)2 1/2"x0.131" At shear walls -RE: "Typical Wood Shear Walls - Nailing Schedule and Details" Other walls -RE: general or plan notes Blocking between joists and rafters -To joists or rafters -Toenails each side, each end THIS DETAIL CONFORMS TO ALL IBC 2015 (AND NEWER) REQUIREMENTS TYPICAL MINIMUM NAILING REQUIREMENTS CONNECTION COMMON NAILS ALTERNATE OPTION -- -- -- (3)3"x0.131" (4)3"x0.131" toenail or (3)3"x0.131" end nail 3"x0.131"@12"OC 3"x0.131"@16"OC 3"x0.131"@12"OC -- -- (3)3"x0.131" (4)3"x0.131" (3)3"x0.131" 21.Rafter or roof truss to top plate; toenail (3)3 1/2"x0.162" (4)3"x0.131" 22.Roof rafters to ridge valley or hip rafters, or roof rafter to 2" ridge beam (2)3 1/2"x0.162" end nail or (3)3"x0.148" toenail (3)3"x0.131" end nail or (4)3"x0.131" toenail (2)3"x0.131" 3"x0.131"@12"OC 3"x0.131"@24"OC at top and bottom and staggered (3)3"x0.131" at ends and at each splice Manufactured Lumber:As required by manufacturer but not less than nailing for Dimensional Lumber -- (2)3"x0.131" Blocking between studs, each end (2)3 1/2"x0.162" end nail or (2)3"x0.148" toenail (3)3"x0.131" end nail or (2)3"x0.131" toenail 12.Top plate laps at corners and intersections; face nail (2)3 1/2"x0.162" (12)3"x0.131" (3)3"x0.131" Dimensional Lumber: 4.Blocking between ceiling joists, rafters or trusses to top plate or other framing below; each end, toenail (3)2 1/2"x0.131"(3)3"x0.131" 5.Blocking between rafters or truss to rafter or truss (2)2 1/2"x0.131" toenail ea end or (2)3 1/2"x0.162" end nail (2)3"x0.131" toenail ea end or (3)3"x0.131" end nail 13.Rim joist or blocking to top plate, sill or other framing below; toenail 2 1/2"x0.131"@6"OC 3"x0.131"@6"OC 20.Joist to rim joist; end nail (3)3 1/2"x0.162" (4)3"x0.131" NOTE: RE: GENERAL NOTES FOR COMMON NAIL SIZE DEFINITION D 3xD MIN EQ EQ 2" M I N D/ 3 M A X D 3x D M I N D/ 1 0 M A X D/5 MAX NEATLY BORED HOLE D/3 MAX D 6" MAX(12) 0.162"x3 1/2" D/ 2 M A X D (6) 0.162"x3 1/2" 1 1/2" x 16GA STRAP EACH PLATE EACH SIDE OF NOTCH/HOLE 1 1/4" x 12GA STRAP EACH PLATE A. SECTION - HOLES IN WOOD STUDS B. PLAN - NOTCHES IN WOOD PLATES NOT IN SHEAR WALLS C. PLAN - NOTCHES IN WOOD PLATES AT SHEAR WALLS D. SECTION -NOTCHES AND HOLES IN WOOD JOISTS AND RAFTERS (NOTCHES NOT PERMITTED IN STUDS) (APPLIES TO DIMENSIONAL LUMBER ONLY. FOR MANUFACTURED LUMBER OR WOOD I-JOIST RE: MANUFACTURER OR CONTACT ENGINEER) PLATE PENETRATION SHEAR WALL SHEATHING (NOT TO BE USED AT SHEAR WALLS WITH SHEATHING ON EACH SIDE) 4" 4" 8" 1 1/2" 1 1/2" 4" 8" 1 1/2" 1 1/2" 4" 8" 1 1/2" 1 1/2" 4TH PART TYP (3)PART COL STAGGERED 3"x0.148" OR 3 1/2"x0.162" COMMON WIRE NAILS @4"OC, ALT SIDES (3)PART COL STAGGERED 3 1/2"x0.162" COMMON WIRE NAILS @4"OC, ALT SIDES (4, OR 5)PART COL 4TH PART - STAGGERED 3 1/2"x0.162" COMMON WIRE NAILS @4"OC 4TH PART TYP (3)PART COL (2)PART COL TYPICAL STUDS, RE: PLAN FOR SPACING ATTACH SHEATHING W/ FIELD NAILING OR SCREWS (3), (4), OR (5) PART STUD PACK PLYWOOD, OSB OR GYPSUM WALL SHEATHING NAILS OR SCREWS AT 8"OC MAX AT BOUNDARY AND MIDDLE LAMINATIONS AT (5)PLY STUD PACK NAILS OR SCREWS @8"OC MAX AT BOUNDARY LAMINATIONS OF STUD PACK TYPICAL WALL SHEATHING TO STUD PACK ATTACHMENT 1/2" GAP 3 1/2" 1 1/2" T/SHEATHING 1 1 / 2 " 3" 2" 1/4 1/4 NOTES: 1. WOOD BEAM MAY BE SLOPED, RE: PLANS. 2. MULTIPLE CONNECTIONS MAY OCCUR, RE: PLANS. 3. HSS COLUMN TO HAVE 1/4" WALL THICKNESS, MIN. HSS COLUMN 3/8" BEARING PLATE, WIDTH TO MATCH BEAM WIDTH KNIFE PL1/4x5 1/2x0'-6 1/2" W/ (2)1/2"B A307 BOLTS, 1" MAX COUNTERSINK WOOD BEAM, RE: PLAN 1 1/4"x16GA STRAP W/ (13)2 1/2"x0.131" NAILS AND 14" EACH SIDE OF JOINT RIM BOARD: MATCH JOIST SIZE ELEVATION NOTES: 1. STAGGER SPLICES 10'-0" (MIN). 2. WHERE PLAN CALLS FOR DOUBLE MEMBER USE SPLICE FOR BOTH. 3. ALLOWABLE TENSION THROUGH THE SPLICE IS 1705 LB. 3 1/2"x0.162" @12" STAGGERED (AT DOUBLE MEMBERS ONLY) NAIL W/ (8)3 1/2"x0.162" ON EACH SIDE OF EACH BREAK IN TOP PLATE, STAGGER TO AVOID SPLITTING CENTER LOWER SPLICE OVER STUD TOP VIEW ELEVATION NOTES: 1. NAILING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP PLATES. 2. ALLOWABLE TENSION ACROSS SPLICE IS 3610 LB FOR DFL. 3. ALLOWABLE TENSION ACROSS SPLICE IS 3124 LB FOR HF/SPF. 4. TYPICAL NAILING AWAY FROM SPLICE IS 3 1/2"x0.162"@16"OC. 5. 4'-0" MINIMUM SPACING BETWEEN SPLICES. 6. CODE REFERENCE: IBC 2015, TABLE 2304.10.1 & 2308.5.3.2 TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.4 TYPICAL DETAILS NTSS1.4 1 TYPICAL SHEAR TAB CONNECTIONS NTSS1.4 2 TYPICAL MINIMUM NAILING REQUIREMENTS NTSS1.4 3 TYPICAL REQUIREMENTS FOR HOLES AND NOTCHES IN WOOD MEMBERS NTSS1.4 4 TYPICAL STUD PACK NAILING NTSS1.4 5 WOOD BEAM TO STEEL COLUMN CONNECTION NTSS1.4 6 TYPICAL RIM BOARD SPLICE NTSS1.4 7 TYPICAL TOP PLATE SPLICE T/SHEATHING 2x OR 3x NAILER STEEL BEAM TOP FLANGE HANGER WOOD FRAMING NOTES: 1. PAF AND SELF-TAPPING SCREW DIAMETERS ARE MINIMUMS AND MAY BE INCREASED AT CONTRACTOR'S OPTION. 2. CONTRACTOR TO VERIFY PAF LENGTH IS LONG ENOUGH TO PENETRATE THROUGH STEEL OR EMBED A MINIMUM OF 1/2" IN STEEL 3/4" AND THICKER. 3. RE: "WALL ATTACHMENT TO STEEL BEAM" FOR SHEATHING AND NAILER ATTACHMENT. TOP FLANGE WITH NAILER NAILER ATTACHMENT W/ 0.145" PAF@12"OC, STAGGERED 3"x0.148"@6"OC SHEATHING TO ALL BLOCKING WEB FILLER PER JOIST MANUFACTURER STEEL COLUMN, RE: PLAN FLOOR FRAMING 2x6 BLOCKING TIGHT AROUND COL PLAN VIEW SECTION VIEW TOE-NAIL BLOCKING TO FLOOR FRAMING FLOOR SHEATHING SOLE PLATE STUD, TYP STEEL COL RIM BOARD OR BLOCKING BTWN JOISTS WALL TOP PLATE, SHIM TIGHT TO COL AND STRAP, RE: TABLE BELOW LOCATION TYPICAL STRUCTURAL WALL STRAP CS16 TOTAL FASTENERS END LENGTH TYP EA SIDE END LENGTH (22)2 1/2"x0.131"13" TYPE A SHEAR WALL CMSTC16 (50)3 1/2"x0.162" SINKERS 20" TYPE B SHEAR WALL (2)CMSTC16 (1)EA SIDE (50)3 1/2"x0.162" SINKERS EA STRAP 20" TYPE C SHEAR WALL (2)CMST12 (1)EA SIDE (86)3"x0.148" EA STRAP 39" NOTES: 1. STRAP MANUFACTURER IS SIMPSON STRONG-TIE. 2. HALF OF "TOTAL FASTENERS" INSTALLED ON EACH SIDE OF COLUMN. MAX STUD SPACING/2 IF STUD IS AT FACE OF COL, ATTACH RE: SHEAR WALL SCHEDULE, 0.145"B PAF@12"OC ELSEWHERE TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. SPAN DIMENSIONED LUMBER DOUGLAS-FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" (3)2x6 (3)2x6 (3)2x8 (3)2x10 (3)2x12 N/A N/A N/A (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (3)1 3/4"x5 1/2" (2)1 3/4"x7 1/4" (2)1 3/4"x9 1/2" (2)1 3/4"x9 1/2" (3)1 3/4"x9 1/2" (2)1 3/4"x11 7/8" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x7 1/4" (3)1 3/4"x7 1/4" (2)1 3/4"x9 1/2" (3)1 3/4"x9 1/2" (3)1 3/4"x9 1/2" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x7 1/2" 3 1/2"x7 1/2" 3 1/2"x9" 3 1/2"x9 1/2" 3 1/2"x 10 1/2" SPAN DIMENSIONED LUMBER DOUGLAS-FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" (2)2x4 (3)2x4 (2)2x6 (3)2x6 (2)2x8 (3)2x8 (3)2x10 (3)2x10 (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (3)1 3/4"x5 1/2" (2)1 3/4"x7 1/4" (3)1 3/4"x7 1/4" (2)1 3/4"x9 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (2)1 3/4"x5 1/2" (3)1 3/4"x5 1/2" (2)1 3/4"x7 1/4" (2)1 3/4"x7 1/4" (3)1 3/4"x7 1/4" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x7 1/2" 3 1/2"x7 1/2" 3 1/2"x7 1/2" (4)3"x0.148" HEADER CONNECTION HEADER CONNECTION 1 1 1 1 1 1 1 1 NO OF BEARING STUDS EACH END 1 NO OF BEARING STUDS EACH END 1 1 2 2 2 2 3 HEADERS IN LOAD BEARING WALLS RECOMMENDED HEADERS IN INTERIOR NON-LOAD BEARING WALLS ELEVATION BEARING STUDS EACH SIDE, RE: TABLE HEADER HEADER CONNECTION, RE: TABLE NOTES: 1. THIS TABLE APPLIES TO HEADERS WHICH ARE NOT EXPLICITLY CALLED OUT ON PLAN WITH SPANS OF 10'-0" OR LESS 2. HEADERS IN LOAD BEARING WALLS DESIGNED FOR 1000 PLF DEAD + LIVE LOAD. 3. HEADERS IN NON-LOAD BEARING WALLS DESIGNED FOR 400 PLF DEAD + LIVE LOAD. 4. DIMENSIONED LUMBER HEADERS TO BE DOUGLAS-FIR No2. 5. LVL = LAMINATED VENEER LUMBER: Fb = 2600 PSI, E = 2000 KSI 6. LSL = LAMINATED STRAND LUMBER: Fb = 2250 PSI, E = 1500 KSI 7. GLULAM GRADE IS 24F-V4 DF 8. LIVE LOAD DEFLECTION CRITERIA IS L/360 9. HEADERS SUPPORTING POINT LOADS FROM BEAMS OR COLUMNS SHOULD NOT BE SIZED FROM THIS TABLE. NOTIFY STRUCTURAL ENGINEER. 10. RE: ARCH FOR LOCATIONS OF NON-LOAD BEARING WALLS. HE I G H T = 1 2 ' - 0 " ( M A X ) SPAN KING (WIND) STUDS EACH SIDE. MINIMUM NUMBER OF KING STUDS EACH SIDE IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2)MIN 10 (6)3"x0.148" (8)3"x0.148" (2)3"x0.148" (4)3"x0.148" (4)3"x0.148" (6)3"x0.148" (6)3"x0.148" (8)3"x0.148" (2)3"x0.148" (2)3"x0.148" (2)3"x0.148" (2)3"x0.148" (2)3"x0.148" (2)3"x0.148" (2)3"x0.148" KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.5 TYPICAL DETAILS NTSS1.5 1 TYPICAL FRAMING SUPPORT AT STEEL BEAM 3/4" = 1'-0"S1.5 3 FLOOR BLOCKING AT CONTINUOUS STEEL COLUMN 3/4" = 1'-0"S1.5 2 STEEL COLUMN IN WOOD WALL NTSS1.5 4 TYPICAL WOOD HEADER TABLE MI N 2' - 0 " T/PLATE T/CONC MULTI STUDS AT CORNERS AND EDGE OF WALLS EDGE NAILING AT ALL PANEL EDGES HORIZONTAL SHEATHING ORIENTATION FIELD NAILING AT INTERMEDIATE SUPPORTS FOUNDATION WALL, RE: PLANS TYP 4'-0" MAX 9" MAX 5" MIN VERTICAL SHEATHING ORIENTATION ELEVATION VIEW NOTES: 1. MINIMUM NAIL EDGE DISTANCE SHALL BE 3/8". 2. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 3. NAILS SHALL BE COMMON WIRE NAILS OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. 4. SHEATHING MAY BE ORIENTED IN VERTICAL OR HORIZONTAL ORIENTATION 5. AT VERTICAL SHEATHING ORIENTATION, STUD SPACING SHALL NOT EXCEED 16" OC. 6. RE: GENERAL NOTES AND PLANS FOR ADDITIONAL INFORMATION. 7. RE: SHEAR WALL SCHEDULE FOR BLOCKING AT WALLS DESIGNATED AS SHEAR WALLS ON PLAN. EM B E D 7" M I N PLAN VIEW FIELD NAILING AT INTERMEDIATE SUPPORTS EDGE NAILING AT ALL PANEL EDGES LONG DIRECTION OF SHEATHING SHALL BE ORIENTED PERPENDICULAR TO SPAN DIRECTION OF FRAMING FRAMING MEMBERS SUPPORTING SHEATHING STAGGER SHEATHING EDGES BLOCKING AT LOCATIONS SHOWN ON PLAN NOTES: 1. MINIMUM EDGE DISTANCE SHALL BE 3/8" 2. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 3. NAILS SHALL BE COMMON WIRE NAILS OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN 4. RE: GENERAL NOTES AND PLANS FOR ADDITIONAL INFORMATION3 1/2"x0.162"@4"OC STAGGERED BOTH SIDES OF BEAM FULL HEIGHT STUD EA SIDE WOOD COLUMN TO MATCH BEAM WIDTH, RE: TYP BUILT UP COLUMN NAILING DETAIL WOOD BEAM SIMPSON MST37 STRAP BEYOND IF DBL TOP PLATE INTERRUPTED DBL TOP PLATE OF WALL BEAM PERPENDICULAR TO WALL 3 1/2"x0.162"@4"OC STAGGERED KING STUD, RE: TYPICAL HEADER TABLE WOOD COLUMN TO MATCH BEAM WIDTH, RE: TYP BUILT UP COLUMN NAILING DETAIL BEAM PARALLEL TO WALL WOOD BEAM SIMPSON MST37 STRAP BEYOND IF DBL PLATE INTERRUPTED TRIMMER STUDS, RE: PLAN 3 1/2"x0.162"@16"OC, TYP (2)3 1/2"x0.162" ENDNAIL THROUGH ONE PLATE TO STUD 2x STUDS @16"OC, UNO RE: PLAN NOTES FOR SPECIES AND GRADE OR T/SLAB T/SHEATHING (2)3 1/2"x0.162" END NAILS OR (2)2 1/2"x0.131" TOE NAILS EA SIDE OF STUD HEADER, RE: PLAN OR SCHED RE: HEADER SCHEDULE FOR NUMBER OF TRIMMER AND KING STUDS SIMPSON A34 AT EA CORNER OF OPENING, TYP RE: TYPICAL DETAILS TOP PLATE SPLICE CSHP18 COIL STRAP W/ (36)3"x0.148" NAILS EA END OF HEADER, UNO HEADER CONNECTION RE: HEADER SCHEDULE ADD 2x BLOCKING 2x PRESSURE TREATED SILL PLATE, UNO 5/8"B GALVANIZED ANCHOR BOLT @48"OC, RE: SHEAR WALL SCHEDULE FOR ANCHORAGE AT SHEAR WALLS 9" MAX 3" MIN NOTES: 1. NOTES ON PLAN SUPERCEDE TYPICAL DETAIL. 2. RE: TYPICAL WOOD SHEAR WALL ELEVATION AND SHEAR WALL NAILING SCHEDULE FOR FRAMING CONDITIONS AT SHEAR WALLS. 3. WHERE WOOD BEARING WALLS ARE LOCATED BELOW, FASTEN BOTTOM PLATE TO RIM BOARD BELOW FLOOR SHEATHING WITH 3 1/2"x0.162"@8"OC. 4. DETAIL IS TYPICAL UNO ON PLAN, ELEVATIONS, SECTIONS, OR DETAILS. RE: TYPICAL STUD PACK NAILING7" M I N EM B E D SIMPSON A34 TYP WHERE OPENING GREATER THAN 4'-0" T&B OF STUD PACK WIND GIRT, Wo = 7'-0" MAX: (1)2x6 W/SIMPSON A35 EA SIDE 10'-0" MAX: (2)2x6 W/ (2)SIMPSON A35 EA SIDE OR (1)LS50 EA SIDE 12 ' - 0 " M A X (2)3 1/2"x0.162" FROM SILL TO STUD Wo 4'-0" MAX, TYP TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S1.6 TYPICAL DETAILS NTSS1.6 1 TYPICAL WALL SHEATHING DIAGRAM NTSS1.6 2 TYPICAL FLOOR AND ROOF SHEATHING DIAGRAM NTSS1.6 3 TYPICAL WOOD BEAM BEARING DETAIL NTSS1.6 4 TYPICAL BEARING WALL ELEVATION 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C D.8 D.8 E.6 E.6 H H I I J.4 J.4 D D E E F F G G J J 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 131'-8 3/4" 83 ' - 5 1 / 2 " 60'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 131'-8 3/4" 83 ' - 5 1 / 2 " 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 4" SOG T/CONC 91'-0" 1 S4.0 2 S4.09' - 0 " 16'-4"4" 90'-4" FC24 90'-4" FC24 90'-4" FC24 0-1 0-2 0-2 0-1 1'-4"8" 8"90'-4" F2 (2)TYP 1. NEW FOUNDATIONS CONSIST OF 8" CONCRETE FOUNDATION WALLS ON SPREAD FOOTINGS, UNO. FOOTINGS SHALL BE CENTERED BELOW WALLS AND COLUMNS, UNO. RE: FOOTING SCHEDULE AND TYPICAL DETAILS. 2. RE: PLAN FOR CONCRETE ELEVATION INFORMATION. 3. RE: ARCH FOR WINDOW AND DOOR LOCATIONS. 4. RE: SHEETS S1.0 - S1.2 FOR GENERAL NOTES AND LEGENDS. 5. RE: SHEET S1.3 FOR LOAD KEYS. 6. RE: SHEETS S1.4 - 1.7 FOR TYPICAL DETAILS. 7. RE: SHEETS S5.0 - S5.1 FOR SCHEDULES. FOUNDATION PLAN NOTES: KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S2.0 BASEMENT PLAN 3/16" = 1'-0"S2.0 1 BASEMENT PLAN KEYNOTE LEGEND 0-1 ADHESIVE DOWEL LONGITUDINAL FTG REINF INTO EXISTING FTG, 6" MIN EMBED 0-2 ADHESIVE DOWEL HORIZ CONC FDN WALL REINF INTO EXISTING FDN WALL, 6" MIN EMBED 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C D.8 D.8 E.6 E.6 H H I I J.4 J.4 D D E E F F G G J J 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 131'-8 3/4" 83 ' - 5 1 / 2 " 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 131'-8 3/4" 83 ' - 5 1 / 2 " 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " (4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 (3 )2 x 6 D F L N o 2 T Y P A T E X T E R I O R , U N O (E )H S S 3 -1 /2 x 3 -1 /2 X 1 /4 H S S 5 x 5 x 3 /8 H S S 5 x 5 x 3 /8 H S S 5 x 5 x 3 /8 (4)2x4 DFL No2 A 7'-6" C 12'-0" B 7'-0"B 9'-6" B 10 ' -0" B 9' -0" B 16 ' -0" (E) SOG (E )H S S 5 x 5 x 3 /8 (4 )T Y P (E)CONC FTG, (4)TYP H S S 3 1 /2 x 3 1 /2 x 1 /4 H S S 3 1 /2 x 3 1 /2 x 1 /4 H S S 3 1 /2 x 3 1 /2 x 1 /4 H S S 3 1 /2 x 3 1 /2 x 1 /4 H S S 3 1 /2 x 3 1 /2 x 1 /4 H S S 3 1 /2 x 3 1 /2 x 1 /4 H S S 3 1 /2 x 3 1 /2 x 1 /4 HSS3 1/2x3 1/2x1/4 (N) SOG (E) CONC FDN, TYP AT EXTERIOR GRIDS C, 11, K, UNO (N) 18"x12" CONC FTG, TYP AT NEW FDN WALLS, UNO S S (N) SOG H S S 4 x 4 x 1 /4HSS4x4x1/4T/CONC 99'-11 1/2" 1 S4.0 2 S4.0 3 S4.0 4 S4.0 5 S4.0 6 S4.0 5 S4.0 5 S4.0 5 S4.0 7 S4.0 5 S4.0 OPEN TO BELOW 99'-9" 99'-11 1/2" T(E) SOG EXTERIOR WALLS 5 1/2", TYP AT NEW EXTERIOR WALLS 2 1/2" LEDGE, TYP AT NEW T/CONC 100'-0" TYP AT NEW EXTERIOR WALLS TYP AT NEW EXTERIOR WALLS (3)TYP 6", TYP 6", TYP 6' - 7 3 / 4 " 7'-4 1/2"20'-7 1/2"2"23'-10"7'-2 3/4" T/WALL 100'-0" T/CONC 99'-5 1/2" T/CONC 100'-0" TYP AT NEW EXTERIOR WALLS TYP AT NEW EXTERIOR WALLS, UNO 2'-1"8'-7 1/2"9'-0 1/4" 5 3/4" 40'-6 1/4" HSS31/2x31/2x1/4 T/(E)SLAB 2x10 WOOD STUD WALL 4'-0" (3)TYP 1' - 8 " HD 2 HD 2 HD 3 HD 3 HD 2 HD 1 HD 1 B 10 ' -0" HD 1 HD 1 HD1 HD1 HD3 HD3 HD3 HD3 HD2 HD2 H S S 4 x 4 x 1 /4 4' - 5 3 / 4 " 8'-6" 4" 3' - 0 " 8' - 8 1 / 2 " 5 S4.0 6' - 3 3 / 4 " TY P 1' - 0 " 97'-2" F3 (3)TYP 1-1 1-1 1-11-1 1-2 1-2 5 S4.0 6" 12 ' - 6 " 99'-5 1/2" FC36 TYP AT (N) HSS3 1/2x3 1/2 COLUMNS THIS LEVEL, UNO 1-2 STAIRS DOWN 5 S4.1 1 S4.1 (2)TYP 3 S4.1 2 S4.1 4'-0" 7' - 1 3 / 4 " 5' - 1 " 4' - 1 1 " T/WALL 100'-4" T/WALL 100'-4" 96'-0" F96 (3)TYP (3)TYP THIS GRID T/SOG 99'-9" T/SOG 99'-11 1/2" T/SOG 100'-0" 3 S4.2 2 S4.2 1 S4.2 ST A I R S U P 1-3 1-31-3 1-4 1-4 1-4 1-31-3 1-31-31-3 8 S4.0 4 S4.1 HSS12x4x1/4 HS S 6 x 4 x 1 / 4 HS S 6 x 4 x 1 / 4 HS S 6 x 4 x 1 / 4 HSS6x4x1/4 HSS12x4x1/4 HS S 6 x 4 x 1 / 4 L8x4x7/16L8x4x7/16L8x4x7/16 93'-0" F2 4 S4.2 8" 1' - 0 " 10"8" 8" T/WALL 100'-0" T/WALL 100'-0" 8" T/WALL 99'-6" AT THRESHOLD GRADE + 2" T/CONC (6)TYPHSS4x4x1/4(6)TYP(6)TYP GRADE-24" 1. NEW FOUNDATIONS CONSIST OF 8" CONCRETE FOUNDATION WALLS ON SPREAD FOOTINGS, UNO. FOOTINGS SHALL BE CENTERED BELOW WALLS AND COLUMNS, UNO. RE: FOOTING SCHEDULE AND TYPICAL DETAILS. 2. TYPICAL NEW FLOOR IS ARCHITECTURAL FINISHES OVER 4" SLAB- ON-GRADE (SOG) OVER 4" FREE-DRAINING COMPACTED BASE OVER SUBGRADE. SOG TO BE REINFORCED W/ #3@18"OC EW CHAIRED TO MID-DEPTH. RE: GEOTECHNICAL REPORT FOR MORE INFO INCLUDING SUBGRADE PREP. 3. TYPICAL EXTERIOR WALL IS 1/2" SHEATHING ON 2x6 DFL No2 STUD @16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR MORE INFO. 4. TYPICAL COLUMN IS (3)2x6 DFL No2, UNO. 5. RE: PLAN FOR CONCRETE ELEVATION INFORMATION. 6. ALL LVL MATERIAL IS TO BE 1 3/4" THICK, UNO. 7. RE: ARCH FOR WINDOW AND DOOR LOCATIONS. 8. RE: SHEETS S1.0 - S1.2 FOR GENERAL NOTES AND LEGENDS. 9. RE: SHEET S1.3 FOR LOAD KEYS. 10. RE: SHEETS S1.4 - 1.7 FOR TYPICAL DETAILS. 11. RE: SHEETS S5.0 - S5.1 FOR SCHEDULES. MAIN LEVEL PLAN NOTES: KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S2.1 MAIN LEVEL FRAMING PLAN 3/16" = 1'-0"S2.1 1 MAIN LEVEL FRAMING PLAN KEYNOTE LEGEND 1-1 EMBED REQUIRED FOR SHEAR WALL HOLDOWN, RE: SCHEDULE DETAIL 1-2 HOLDOWN TO BE FASTENED TO WOOD BOUNDARY STUD ADJACENT HSS COLUMN, RE: SCHEDULE DETAIL 1-3 RE:ARCH FOR PORCH ROOF AND TRELLIS FOUNDATION/FRAMING INFORMATION 1-4 T/PILASTER VIF, AS NECESSARY TO BEAR (E) STEEL COL BASE PLATE OVER GROUT VI F (E ) 2 x 8 D F L @ 2 4 " O C (E ) 2 x 8 D F L @ 2 4 " O C @48"OC, VIF (E)3 1/4"x11 3/8" GLB(E)3 1/4"x11 3/8" GLB @48"OC, VIF (E)3 1/4"x11 3/8" GLB(E)3 1/4"x11 3/8" GLB XX XXXX VI F (E ) 2 x 8 D F L @ 2 4 " O C (E ) 2 x 8 D F L @ 2 4 " O C @4 8 " O C , V I F (E ) 3 1 / 4 " x 1 1 3 / 8 " G L B (E ) 3 1 / 4 " x 1 1 3 / 8 " G L B 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C D.8 D.8 E.6 E.6 H H I I J.4 J.4 19 ' - 7 1 / 8 " 11 ' - 1 0 1 / 8 " 16 ' - 3 1 / 2 " 12 ' - 0 " 16 ' - 3 1 / 2 " 7' - 5 1 / 4 " (E ) 9 " x 1 1 3 / 8 " G L B (E ) 9 " x 1 1 3 / 8 " G L B (E ) 9 " x 1 1 3 / 8 " G L B (E ) 9 " x 1 1 3 / 8 " G L B 7"x11 3/8" GLB7"x11 3/8" GLB ADD (3)2x10 DFL SS PLIES LAID FLAT ABOVE BEAM, NAIL EA PLY TO TOP OF BEAM W/ 3"x0.148"B NAILS@6"OC, STAGGERED, TYP ALONG THIS LINE ADD (4)2x8 DFL SS PLIES LAID FLAT ABOVE BEAM, NAIL EA PLY TO TOP OF BEAM W/ 3"x0.148"B NAILS@ 6"OC, STAGGERED, TYP ALONG THIS LINE (N)VULCRAFT 3N 18GA DECK ON TOP OF (E)SHEATHING, SPANNING PLAN EAST-WEST 9 S4.4 8 S4.4 7 S4.4 6 S4.4 D D E E F F G G J J 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 131'-8 3/4" 83 ' - 5 1 / 2 " 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 83'-8 3/4" 83 ' - 5 1 / 2 " 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " OPEN TO BELOW 3 1 / 8 " x 1 2 " G L B @ 4 ' -0" O C (E ) 5 1 / 4 " x 2 4 " G L B H S S 3 1 /2 x 3 1 /2 x 1 /4 (E) 5 1/4"x24" GLB (E ) 5 1 / 4 " x 2 4 " G L B (E) 5 1/4"x24" GLB 2-2 2-2 2-2 (4 )2 x 6 D F L N o 2(4)2x6 DFL No 2(4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 A 12 ' -0" B 12 ' -0" B 6' -0" B 12'-0" B 9'-6" A 7'-6" 1 1 /4 B S T E E L R O D 1 1/4B STEEL ROD 1 1 /4 B S T E E L R O D 1 1/4B STEEL ROD (N) FLITCH PLATE ALONG FULL LENGTH OF FIRST (4) (E) MEMBERS. RE: 7/S4.4 (E ) 3 1 / 4 " x 1 1 3 / 8 " G L B (E ) 3 1 / 4 " x 1 1 3 / 8 " G L B TY P T H I S L I N E TY P T H I S L I N E REMOVE (E) LAG SCREWS FROM ANGLE CONNECTORS TO GIRDER AND REPLACE W/ (4) 5/8"B THRU-BOLTS. TYP EA END FIRST (3) (E) JOISTS TYP AT OVERFRAMING H S S 5 x 5 x 3 /8 (4 ) T Y P T Y P A T E X T E R I O R G R I D S K ,C ,1 1 (N ) 5 1 / 2 " x 1 9 1 / 2 " G L B ( H I G H ) (E ) 4 1 / 4 " x 1 9 1 / 2 " G L B ( L O W ) IN B E T W E E N ( E ) G L U L A M S (N) FLITCH PLATE ADDED TO (E) GLULAM (N) FLITCH PLATE ADDED TO (E) GLULAM 2-2 (N) FLITCH PLATE ADDED TO (E) GLULAM STAIRS DOWN (N ) F L I T C H P L A T E A D D E D TO ( E ) G L U L A M (N ) F L I T C H P L A T E A D D E D TO ( E ) G L U L A M 5 1 / 8 " x 1 5 " G L B (2)11 7/8" LVL (N) FLITCH PLATE ADDED TO (E) GLULAM (N) FLITCH PLATE ADDED TO (E) GLULAM 11 7/8'' TJI 210@16"OC (N) SHEATHING (N) SHEATHING 3 1 / 8 " x 1 2 " G L B A 16 ' -0" B 7'-0" 11 7 / 8 ' ' T J I 2 1 0 @ 1 6 " O C (N ) F L I T C H P L A T E A D D E D TO ( E ) G L U L A M 109'-3 3/4" T/(E) DECKING 110'-4 3/8" T/DECKING (4 )2 x 6 D F L N o 2 3 S4.3 6 S4.3 9KW12x30 (DROPPED) 108'-2 7/8" 9K 6K W12x22 108'-2 7/8" 6K 6K W12x22 108'-2 7/8"6K 2-2 2-2 1 S4.3 1 S4.3 1 S4.3 1 S4.3 6K W12x22 108'-2 7/8" 6K 4 S4.3 7 S4.3 10 S4.3 2-3 (4)TYP STAIRS DOWN 2-3 (2)TYP TYP THIS LINE 7 S4.3 SIM HD 1 HD 1 HD 1 HD 1 (2)11 7/8" LVL (2 ) 1 1 7 / 8 " L V L (2 ) 1 1 7 / 8 " L V L AL I G N B / B E A M W / B/ ( E ) G L U L A M HD 2 HD 2 HD 1 HD 1 HD1 HD1 HD1 HD1 2-4 HD1 HD1 HD1 HD1 E E EE E A B C C C G Z G Z Z E Z E Z Z E Z E Z E Z E Z E Z E Z E F F F F A D Y Y D D Y Y D D Y Y D X W C C CC C EE H H B A B B B B B B B B B B B B C C A C C A C C A C C A C A A AA G G G G G H C C C A C C A C C A C C A C C A C A A A A A G G G G G G H B B B B B B B B B C C C C C J J C JJ CCCADDD D DDDDW W F F F F F F F F W CCCADDD DD D D DW B B B B B B B B B B B B A C C A C C A C C C A X G G G G G V V W W W V V 2 S4.3 11 7 / 8 ' ' T J I 2 1 0 @ 1 6 " O C 2 S4.3 2 S4.3 5 S4.3 5 S4.3 9 S4.3 2-5 2-5 8 S4.3 (4)TYP 4 S4.1 9 S4.3 H3 2-8 2-8 2-7 2-9 10 S4.3 10 S4.3 2-8 2-8 2-8 2-8AAKK2-8 2-8 2-8 (N) FLITCH PLATE ADDED TO (E) GLULAM (N) FLITCH PLATE ADDED TO (E) GLULAM 2-10 1. TYPICAL FLOOR FRAMING IS 3/4" PLYWOOD/OSB SHEATHING OVER LIGHT WOOD FRAMING (EITHER AS STRUCTURE, OR AS OVERFRAMING, AS INDICATED) CONSTRUCTED OVER EXISTING T&G DECKING SUPPORTED BY GLULAM FRAMING. 2. TYPICAL EXTERIOR WALL IS 1/2" WALL SHEATHING ON 2x4 DFL No2 STUD@16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR MORE MORE INFO. 3. ALL EXISTING GLULAM FRAMING IS 3 1/4"x11 3/8", UNO AND IS ACCEPTABLE AS SHOWN, UNO. 4. ALL LVL MATERIAL IS TO BE 1 3/4" THICK, UNO. 5. COORDINATE JOIST LAYOUT WITH LIGHTING LOCATIONS, RE: ARCH. 6. RE: ARCH FOR WINDOW AND DOOR LOCATIONS 7. RE: SHEETS S1.0 - S1.2 FOR GENERAL NOTES AND LEGENDS. 8. RE: SHEET S1.3 FOR LOAD KEYS. 9. RE: SHEETS S1.4 - 1.7 FOR TYPICAL DETAILS. 10. RE: SHEETS S5.0 - S5.1 FOR SCHEDULES. SECOND FLOOR PLAN NOTES: KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S2.2 SECOND FLOOR FRAMING PLAN 3/16" = 1'-0"S2.2 1 SECOND FLOOR FRAMING PLAN 8.23.23 FOR CONSTRUCTION KEYNOTE LEGEND 2-2 11 7/8" TJI @16"OC OVERFRAMING, TYP AT INTERIOR THIS SIDE OF CUPOLA 2-3 RE: 4/S4.1 FOR GLULAM-TO-GLULAM CONNECTION 2-4 ALIGN B/(N) GLULAM BEAM W/ B/(E) GLULAM BEAM 2-5 RE: ARCH FOR PORCH AND TRELLIS ROOF FRAMING 2-7 RE: TYP DETAIL FOR WOOD BEAM TO STEEL COLUMN CONNECTIONS THAT ARE NOT OTHERWISE DEFINED IN THE GLULAM CONNECTION SCHEDULE 2-8 RE: 7/S4.4 FOR FLITCH PLATE DESIGN 2-9 RE: 3/S5.0 FOR GLULAM CONNECTION SCHEDULE, TYP ALL BOXED GLULAM CONNECTION TAGS 2-10 RE: 7/S4.4 FOR FLITCH PLATE DESIGN, USE PL1/2" AND BOLT SPACING @X"OC 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C D.8 D.8 E.6 E.6 H H I I J.4 J.4 D D E E F F G G J J 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 131'-8 3/4" 83 ' - 5 1 / 2 " 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 131'-8 3/4" 83 ' - 5 1 / 2 " 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " OPEN TO BELOW 6 3/4"x15" GLB 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 3 1 / 8 " x 1 8 " G L B 3 1 / 8 " x 1 8 " G L B 5 1 / 8 " x 1 2 " G L B 3 1/8"x18" GLB 3 1/8"x18" GLB3 1/8"x18" GLB3 1/8"x18" GLB3 1/8"x18" GLB 3 1 / 8 " x 1 8 " G L B 3 1 / 8 " x 1 8 " G L B 3 1 / 8 " x 1 8 " G L B 6 3/4"x15" GLB 6 3/4"x15" GLB6 3/4"x15" GLB 6 3/4"x15" GLB 6 3/4"x15" GLB 6 3/4"x15" GLB6 3/4"x15" GLB 5 1 / 8 " x 1 8 " G L B 3 1 / 8 " x 1 8 " G L B 3 1/8"x18" GLB3 1/8"x18" GLB 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 6 3 / 4 " x 1 5 " G L B 5 1 / 8 " x 1 2 " G L B 3 1 / 8 " x 1 8 " G L B 6 3/4"x15" GLB 5 1/8"x18" GLB 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 5 1 / 8 " x 1 2 " G L B 3 1/8"x18" GLB3 1/8"x18" GLB3 1/8"x18" GLB 5 1/8"x24" GLB 16 ' ' T J I 2 1 0 @ 1 6 " O C 11 7 / 8 " L V L @ 1 6 " O C 3 1/8"x18" GLB 3 1/8"x12" GLB 11 7/8'' TJI 210@16"OC TYP THIS LEVEL, UNO SKYLIGHT 120'-11" T/SHEATHING 6 S4.5 3 S4.4 8 S4.5 1 S4.4 2 S4.4 6 3 / 4 " x 1 5 " G L B (2) 16" LVL 1 S4.6HSS4x4x1/4(8) TYP(2)11 7/8" LVL (2)11 7/8" LVL (2 ) 1 1 7 / 8 " L V L (2 ) 1 1 7 / 8 " L V L (2 ) 1 1 7 / 8 " L V L (2)11 7/8" LVL(2)11 7/8" LVL(2)11 7/8" LVL 3-1 2 S4.4 (4)TYP 3-2 (2) 16" LVL 22KW24x5522K 37 K W2 4 x 8 4 12 0 ' - 1 1 " 37 K 34 K W2 4 x 8 4 34 K 22K W24x55 22K 4 S4.5 5 S4.5 (2)11 7/8" LVL (2)11 7/8" LVL (4 ) T Y P (2)11 7/8" LVL (3)TYP 5 S4.5 5 S4.5 7 S4.5 9 S4.5 1 S4.4 9 S4.5 5 S4.4 8 S4.5 SIM 8 S4.5 SIM 4 S4.4 4 S4.4 H S S 4 x 4 x 1 /4 (4 )T Y P 5 1 / 8 " x 1 8 " G L B SKYLIGHT 3-1 (2)11 7/8" LVL TYP AT SKYLIGHTS T/SHEATHING 123'-9 1/2" 11 7 / 8 " L V L @ 1 6 " O C H3 H4 H5 H6H6 H7 H7 H7 H7 H7 H7 H7 H7 H8 H7 H9 H9 H9 H9 H9 H9 H7H7H7H7H7H7 H7H7H7H7H7H7H7 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 H1 0 TYP 11 7/8" TJI 210 TO GLULAM BEAM, UNO H7 H1 1 H12H13 H7 H14 H14 H15 H15H1 5 H1 5 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 1. TYPICAL ROOF FRAMING IS 5/8" PLYWOOD/OSB SHEATHING OVER LIGHT WOOD FRAMING SUPPORTED BY GLULAM FRAMING. ATTACH ROOF SHEATHING W/ 8d@6"OC EDGES AND 8d@12'OC IN FIELD. 2. TYPICAL EXTERIOR WALL IS 2" ZIP SHEATHING ON 2x6 DFL No2 STUD @16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR MORE INFO 3. ALL LVL MATERIAL IS TO BE 1 3/4" THICK UNO 4. COORDINATE JOIST LAYOUT WITH LIGHTING LOCATIONS, RE: ARCH 5. RE: SHEETS S1.0 - S1.2 FOR GENERAL NOTES AND LEGENDS. 6. RE: SHEET S1.3 FOR LOAD KEYS. 7. RE: SHEETS S1.4 - 1.7 FOR TYPICAL DETAILS. 8. RE: SHEETS S5.0 - S5.1 FOR SCHEDULES. ROOF PLAN NOTES: KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S2.3 ROOF FRAMING PLAN 3/16" = 1'-0"S2.3 1 ROOF FRAMING PLAN KEYNOTE LEGEND 3-1 PROVIDE DOUBLE BLOCKING BTWN RAFTERS FOR WOOD STUD WALL SUPPORT 3-2 PROVIDE FLAT 2x4 FRAMING @12"OC ACROSS DUCT RUN TO SUPPORT SHEATHING 11 11 K K 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 C C D.8 D.8 E.6 E.6 H H I I J.4 J.4 D D E E F F G G J J 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " 131'-8 3/4" 83 ' - 5 1 / 2 " 48'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-8 3/4" 131'-8 3/4" 83 ' - 5 1 / 2 " 11 ' - 8 3 / 4 " 7' - 1 0 3 / 8 " 4' - 1 5 / 8 " 7' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 0 " 6' - 0 " 12 ' - 0 " 12 ' - 0 " 4' - 3 1 / 2 " 7' - 5 1 / 4 " CUSTOM GLULAM AND STEEL TRUSS CUSTOM GLULAM AND STEEL TRUSS 11 7/8'' TJI 360@16"OC 3-SPAN 1 S4.6 2 S4.6 128'-5" T/SHEATHING 1 S4.5 2 S4.5 3 S4.5 6K W6x25 6K 6K W6 x 2 5 12 7 ' - 1 1 1 / 4 " 6K 6KW6x256K 6K W6 x 2 5 6K (4)TYP 1 S4.5 11 7 / 8 " L V L 11 7 / 8 " L V L 11 7 / 8 " L V L 11 7 / 8 " L V L 11 7 / 8 " L V L TY P T H I S L E V E L 11 7 / 8 " L V L 2 S4.5 3 S4.5 6K W6x25 6K 6K W6 x 2 5 6K 6K W6x25 6K6K W6x25 6K 6K W6 x 2 5 6K 6K W6 x 2 5 6K 6K W6x25 6K 6K W6 x 2 5 6KH1 H1 H2 H2H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 1. TYPICAL ROOF IS ARCHITECTURAL FINISHES OVER 5/8" PLYWOOD/OSB SHEATHING OVER LIGHT WOOD FRAMING SUPPORTED BY TRUSSES AND WOOD STUD WALLS. ATTACH ROOF SHEATHING W/ 8d@6"OC EDGES AND 8d@12'OC IN FIELD. 2. TYPICAL EXTERIOR WALL IS 1/2" SHEATHING ON 2x4 DFL No2 STUD @16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR MORE INFO 3. ALL LVL MATERIAL IS TO BE 1 3/4" THICK UNO 4. COORDINATE JOIST LAYOUT WITH LIGHTING LOCATIONS, RE: ARCH 5. RE: SHEETS S1.0 - S1.2 FOR GENERAL NOTES AND LEGENDS. 6. RE: SHEET S1.3 FOR LOAD KEYS. 7. RE: SHEETS S1.4 - 1.7 FOR TYPICAL DETAILS. 8. RE: SHEETS S5.0 - S5.1 FOR SCHEDULES. CUPOLA ROOF PLAN NOTES: KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S2.4 CUPOLA ROOF PLAN 3/16" = 1'-0"S2.4 1 CUPOLA ROOF PLAN T/FOOTING T/SOG T/WALL ZIP SHEATHING, TYP AT ALL EXTERIOR WALLS FINISHES, RE:ARCH CONC FDN WALL, REINF W/ #5@12", EW CENTERED STAIR LANDING, RE:ARCH 4 T/FOOTING T/SOG ADHESIVE DOWEL REINF INTO BOTTOM OF (E) FTG W/ HILTI HY-200 EPOXY, REBAR SIZE AND SPACING TO MATCH VERT WALL REINF (E) CONC FDN WALL AND FTG, REQUIRES UNDERPIN TO CONSTRUCT CONC FDN WALL BELOW T/(E)FOOTING T/(E)SOG T/(E)WALL STAIR LANDING, RE:ARCH ONE-SIDED CONC POUR AGAINST GRADE/EXCAVATION CONC FDN WALL, REINF W/ #5@12"OC EW, EF 10 WOOD STUD WALL FRAMING NOT SHOWN FOR CLARITY (E) SOG 1 1/2" NON- SHRINK GROUT BASE PL3/4x4x10 W/ (2) 3/4"B ADHESIVE BOLTS, CENTERED IN (E) CONC WALL STEM MIN EMBED 6" FINISHES, RE:ARCH ELEVATION T/(E)FOOTING T/(E)SOG T/(E)WALL 10 (N) WOOD STUD WALL, RE:PLAN FOR SHEAR WALL LOCATIONS, RE:SHEAR WALL SCHEDULE FOR MORE INFO 5/8"Bx10" TITEN HD ANCHOR, SPACING TO MATCH REQUIREMENT IN GEN NOTES UNO AT SHEAR WALL LOCATION, RE: PLAN AND SHEAR WALL SCHEDULE FINISHES, RE:ARCH T/(E)FOOTING T/(E)SOG T/(E)WALL NOTE: AT SHEAR WALL LOCATIONS INDICATED AS SUCH IN PLAN, STRUCTURAL SHEATHING IS ON INTERIOR T/SOG T/LEDGE T/FOOTING 3" C L R CONC FTG CONC FDN WALL, REINF W/ #5@ 16"OC, CENTERED NOTE: AT SHEAR WALL LOCATIONS INDICATED AS SUCH IN PLAN, STRUCTURAL SHEATHING IS ON INTERIOR RE: PLAN STEM, RE: PLAN LEDGE, FINISHES, RE:ARCH NOTE: EXTERIOR GRADE/HARDSCAPE CONDITION MAY VARY GRID C T/SOG T/LEDGE T/FOOTING T/PILASTER PROVIDE MASTIC COATING ON STEEL BELOW EXTERIOR FINISHES 1 1/2" NON-SHRINK GROUT CONC FDN WALL, RE: 5/S4.0 FOR REINF NOTE: AT SHEAR WALL LOCATIONS INDICATED AS SUCH IN PLAN, STRUCTURAL SHEATHING IS ON INTERIOR (E) BASE PLATE, REPLACE EXISTING ANCHORS W/3/4"Bx10" TITEN HD ANCHORS 1' - 0 " FINISHES, RE:ARCH J FINISHES, RE: ARCH 1 1/2" NON-SHRINK GROUT BASE PL3/4x6x0'-10" W/ (2)3/4"x10" TITEN HD ANCHORS CENTERED IN WIDTH OF BASE PLATE DEMO (E) STEM AT COL BASE PLATE LOCATION AS NECESSARY T/(E)WALL T/(E)FOOTING BASE PLATE BEARS AT LEDGE/FULL WALL THICKNESS ELEVATION OVER GROUT (E) CONC STEM BEYOND J T/(E)FOOTING T/(E)SOG T/(E)WALL WOOD STUD SHEAR WALL, REQUIRES SHEATHING AGAINST WOOD STUDS ON BOTH SIDES OF WALL, RE: PLAN AND SHEAR WALL SCHEDULE FINISHES, RE: ARCH 5/8"Bx10" TITEN HD ANCHOR, SPACING TO MATCH REQUIREMENT IN GEN NOTES UNO AT SHEAR WALL LOCATION, RE: PLAN AND SHEAR WALL SCHEDULE KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.0 MAIN LEVEL FRAMING DETAILS 1" = 1'-0"S4.0 1 FOUNDATION DETAIL 1" = 1'-0"S4.0 2 FOUNDATION DETAIL 1" = 1'-0"S4.0 3 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.0 4 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.0 5 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.0 6 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.0 7 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.0 8 FOUNDATION / FRAMING DETAIL 4 BASE PL3/4x6x0'-10" W/ (2) 3/4"Bx10" TITEN HD ANCHORS (E) SOG 1 1/2" NON-SHRINK GROUT FINISHES, RE:ARCH D WOOD STUD WALL FRAMING NOT SHOWN FOR CLARITY (E) SOG 1 1/2" NON- SHRINK GROUT BASE PL3/4x8x0'-10" W/ (2) 3/4"Bx1-" TITEN HD ANCHORS, CENTERED IN (E) CONC WALL STEM DEMO EXISTING CONC WALL STEM AT (N) COL LOCATIONS AS NECESSARY FINISHES, RE:ARCH 6 SOG/FINISHES OVER T/FOOTING FINISHES, RE:ARCH 10 5/8"Bx10" TITEN HD ANCHOR, SPACING TO MATCH REQUIREMENT IN GEN NOTES UNO AT SHEAR WALL LOCATION, RE: PLAN AND SHEAR WALL SCHEDULE FINISHES, RE:ARCH 9 7" HOLDOWN FROM SHEAR WALL ABOVE ATTACHES TO STEEL BEAM, RE: SCHEDULE DTL FASTEN (4) BOUNDARY STUD TO HSS COL W/ (8) 1/2"B WELDED THREADED STUDS BLOCK-OUT (E) CONC CURB FOR HSS COL INSTALL, RE: FILL-IN W/ CONC AROUND COL AFTER INSTALL SHEAR WALL HOLDOWN AT (E) CONC ON EXTERIOR SIDE OF WALL, RE: SCHEDULE DTL PL1/4x3x1'-10" W/ (12) SIMPSON SDS SCREWS IN TOP PLATE OF WOOD STUD SHEAR WALL 3" TYP 1/4 14"-DEEP LVL RIM BOARD, ADDITIONAL DEPTH TO ACCOMODATE TOP PLATE STRAP WOOD STUD WALL, RE: PLAN AND SHEAR WALL SCHEDULE, SHEATHED ON BOTH SIDES RE: SHEAR WALL SCHEDULE FOR CLIP SPACING, GLULAM CONNECTION TO TOP OF STEEL COL, RE:RE: 6/S4.3 RE: 7/S4.0 RE: 3/S4.3 WOOD STUD SHEAR WALL, RE: PLAN KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.1 MAIN LEVEL FRAMING DETAILS 1" = 1'-0"S4.1 1 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.1 2 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.1 5 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.1 3 FOUNDATION / FRAMING DETAIL 1" = 1'-0"S4.1 4 FOUNDATION / FRAMING DETAIL A A CONC FDN WALL, REINF W/ #5@18"OC EW, EF ISOLATED FTG, RE:PLAN T/WALL T/FTG 4 CONC FDN WALL, REINF W/ #5@18"OC EW, CENTERED ISOLATED FTG AT ELEVATOR PIT, RE:PLAN FTG STEP, RE: TYP DETAIL CONC FDN WALL, REINF W/ #5@12"OC EW, CENTERED T/FTG T/WALL T/SOG T/WALL T/SOG 4 FINISHES, RE: ARCH T/CONC T/FOOTING T/CONC T/SOG ADHESIVE DOWEL REINF INTO BOTTOM OF (E) FTG W/ HILTI HY-200 EPOXY, (2) #5 DOWELS@18"OC (E) CONC FDN WALL AND FTG, FTG REQUIRES UNDERPIN TO CONSTRUCT CONC FDN WALL BELOW SOG, RE: PLAN CONC PLANTER WALL, REINF, REINF W/ #5@18"OC EW EF CONC FDN WALL, REINF W/ #5@18"OC EW, CENTERED ISOLATED FOOTING, RE:SCHEDULE C 1/4 A-A L4x4x1/4x0'-3" STEEL BAR GRATING, RE:ARCH (E)STRUCTURAL SLAB 14"B CONC SONOTUBE, REINF W/ (4)#5 VERT AND #4 TIES @12"OC HORIZ 1/4TYP 3" 3" PL1/2x10x0'-10" W/(4)GALV 5/8"Bx6" TITEN HD GALV L8x4x7/16 LLV, ANCHOR TO WALL W/GALV 5/8"B TITEN HD @12"0C 3" 1/4 1" = 1'-0"S4.2 1 ELEVATOR WALL DETAIL 1" = 1'-0"S4.2 2 ELEVATOR WALL DETAIL 1" = 1'-0"S4.2 3 ELEVATOR WALL DETAIL KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.2 MAIN LEVEL FRAMING DETAILS 1" = 1'-0"S4.2 4 LOADING DOCK DETAIL A A A A J T/(E) DECKING OVERFRAMING T/SHEATHING T/STEEL FINISHES, RE:ARCH RE: SHEAR WALL SCHEDULE FOR CLIP SPACING 2x LEDGER, ATTACH W/ 10d NAILS@8"OC SHEAR WALL, SHEATHING REQUIRED TO BE APPLIED TO BOTH SIDES OF WOOD STUD WALLA AT THIS LOCATION, RE: PLAN AND SHEAR WALL SCHEDULE ZIP SHEATHING,TYP AT EXTERIOR WALLS 16d@6"OC SHEATHING EDGE NAILING, EA SIDE J T/(E) DECKING OVERFRAMING T/SHEATHING T/STEEL FINISHES, RE:ARCH CAP PL1/2x0'-3 1/2"x0'-10", ATTACHED W/(2)5/8"Bx4" LAG BOLTS1/4 HSS COL, RE: PLAN SHEAR TAB CONN, RE: TYP DETAIL GLULAM BLOCKING OVER WF BEAM BTWN GLULAM BEAMS T/(E) DECKING OVERFRAMING T/SHEATHING FINISHES, RE:ARCH L10x10x3/4 x 4 1/2" W/ (2) 5/8"Bx5" LAG BOLTS, TO BE INSTALLED PRIOR TO INSTALLATION OF COLUMN ABOVE, INSTALLED TIGHT TO (E) STEEL CAP PLATE SHIM ABOVE ANGLE W/ 5"-WIDE STEEL PLATE TO PROVIDE FULL BEARING 2"4" (N)CONNECTION TO (E) GLULAM, RE: PLAN AND CONNECTION SCHEDULE A-A 1 1/2"3" 1 1 / 2 " 1'-0" 5" 1/4 3/16 3/16 TYP 3/16 3/16 TYP 3/16 TYP STIFFENER PL3/4x6x1'-0" (E) HSS COL (N) HSS COL GLULAM HIP BEAM AND STEEL CONNECTION PLATES ELIMINATED (E) GLULAM CAP CONNECTION REMAINS GRID BASE PL3/4 W/ (4) 5/8"Bx5" LAG BOLTS T/(E) DECKING OVERFRAMING T/SHEATHING OVERFRAMING (E) GLULAM, UNO IN PLAN CONT BENT PL 1/2 (E) ANGLE SUPPORTING T&G GLULAM CONNECTION, RE: PLAN AND GLULAM CONNECTION SCHEDULE FULL-HEIGHT BLOCKING BTWN JOISTS OVER GLULAM BEAMS 3/4"x1 1/2" STEEL BAR RAILING COL 1/4 1/4 (3) 1/2"Bx6" LAG BOLTS, 3" THREAD PENETRATION REQUIRED 3/4"x1 1/2" STEEL BAR COUNTER SUPPORT 3 ' - 7 1 / 2 " PL3/8x1 1/2" TYP TOP AND BOT RAILING BASE CONNECTION OPTIONS A-A 8" 5" 10 T/(E) DECKING OVERFRAMING T/SHEATHING T/STEEL FINISHES, RE:ARCH CAP PL1/2x5x1'-0" W/ (2)5/8"Bx6" LAG SCREWS 2x LEDGER, ATTACH W/10d NAILS@16"OC FINISHES, RE: ARCH 2x BLOCKING BTWN (E) GLULAMS, CONNECT TO EXISTING GLULAM W/ A35 CLIP J AT SIM: NO WOOD STUD WALL ABOVE AND FINISHES VARY T/(E) DECKING OVERFRAMING T/SHEATHING T/STEEL FINISHES, RE:ARCH GLULAM BLOCKING, BTWN GLULAMS FASTEN GLULAM BEAM W/ (2)SDS25312 SCREWS EA SIDE OF WEB (2)16d@6"OC (AT SHEAR WALL LOCATIONS) (2) SIMPSON SDS SCREWS @16"OC (ONLY REQUIRED AT SHEAR WALL ABOVE) (2)16d@6"OC (AT SHEAR WALL LOCATIONS) GRID 1"5" L8x8x1/2 x LENGTH NECESSARY TO INCLUDE GUARDRAIL COL AND GLULAM BEAM (2)1/2"x6" LAG BOLTS (3" THREAD REQUIRED) CENTERED IN GLULAM RETROFIT EXISTING GLULAM CONNECTION, RE: PLAN AND GLULAM CONNECTION SCHEDULE T/(E) DECKING CONT BENT PL1/2 1' - 1 1 / 4 " 5" 3/4"x1 1/2" STEEL BAR RAILING COL 4 ' - 7 " 3/8"x1 1/2" STEEL BAR, TOP AND BOT 1/4 1/4 1/4 1/4 10 T/(E) DECKING OVERFRAMING T/SHEATHING FINISHES, RE:ARCH (2)16d@6"OC TO FASTEN SILL TO (E) T&G DECK WOOD SHEAR WALL, RE:PLAN A35 CLIP ATTACH TO EXISTING GLULAM 2x LEDGER, ATTACH W/10d NAILS@16"OC INFILL BLOCKING AS NECESSARY TO FASTEN SHEATHING (2)16d@6"OC TO FASTEN (E) T&G DECK TO (E) GLULAM C FINISHES, RE:ARCH T/(E)DECKING BOTTOM ELEVATION OF TYPICAL GLULAM FRAMING RE: SHEAR WALL SCHEDULE FOR CLIP, NAILING, AND DETAILING REQUIREMENTS, UNO LVL RIM, CONT BTWN GLULAM BEAMS (2)16d@6"OC TO FASTEN SILL TO (E) T&G DECK 16d@6"OC TO FASTEN (E) T&G DECK TO EA LVL RIM BASE PL3/4x3x1'-0" W/ (3) 5/8"Bx6" LAG BOLTS, GALV 1/4 1/4 BENT PLATE, RE: RE: 2/S4.3 (N) HSS COL (E) HSS COL GRID KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.3 SECOND LEVEL FRAMING DETAILS 1" = 1'-0"S4.3 3 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 6 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 8 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 1 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 4 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 7 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 2 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 5 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 9 SECOND FLOOR FRAMING DETAIL 1" = 1'-0"S4.3 10 SECOND FLOOR FRAMING DETAIL D T/SHEATHING FINISHES, RE: ARCH K FINISHES, RE:ARCH T/SHEATHING PROVIDE BLOCKING FIRST (2) JOIST BAYS @32"OC, FASTEN SHEATHING W/ 10d@4"OC PARAPET AND ATTACHMENT, RE:RE: 7/S4.5 FINISHES, RE:ARCH T/SHEATHING BLOCKING, RE:4/S4.2RE: 1/S4.4 PARAPET AND ATTACHMENT, RE:RE: 7/S4.5 I (E)GLULAM BEAM, RE: PLAN (N)FLITCH PL3/8x10 CONT, ATTACH TO GLULAM BEAM W/ 1/2"B THRU BOLTS@12"OC, STAGGER AS SHOWN 1'-0" 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " AT END OF (E)GLULAM, ATTACH (N)L4x4x1/4x0'-9" W/ (3)1/2"B THRU BOLTS, TYP EA END OF GLULAM 1/4 PROVIDE (4)ADDNL THRU BOLTS AT ENDS OF BEAM AS SHOWN (N)GLULAM BEAM, RE: PLAN FINISHES, RE:ARCH 4 2x LEDGER FOR SHEATHING ATTACHMENT, FASTEN W/ (2)10d NAILS EA STUD (E) WOOD STUD WALL (E)GLULAM (E)2x FRAMING BEAM STRENGTHENING AND DECK SUPPORT OVERFRAMING, RE:PLAN STEEL ROOF DECK, RE:PLAN T/SHEATHING #12 SCREWS IN EA FLUTE, TYP EA END 4 (E)2x FRAMING (E)GLULAM STEEL ROOF DECK, RE: PLAN BEAM STRENGTHENING (N)GLULAM BEAM, RE: PLAN (E)GLULAM BEAM, RE: PLAN, VIF, LEAVE IN PLACE T/OVERFRAMING SHEATHING T/DECKING OVERFRAMING, RE:PLAN LEDGER, RE:6/S4.2 FASTEN SILL TO (N) GLULAM W/ (2) 4" TIMBERLOK SCREWS (N)GLULAM BEAM, RE: PLAN AND GLULAM CONNECTION SCHEDULE DIAGONAL 1/4"B ASSY SCREWS, INSTALL@6"OC, ALTERNATE SIDES, 3" MIN PENETRATION INTO (E) GLULAM #12 SCREWS INTO EA FLUTE L5x5x3/8 CONT ANGLE FOR DECK BEARING, ATTACH W/ 1/2"B LAG SCREW@4"OC, 4" MIN PENETRATION INTO WOOD, EA END 4 SIMPSON LTP4, RE: SHEAR WALL SCHEDULE FOR SPACING SHEATHING EDGE NAILING (2)16d NAILS TO FASTEN SILL TO (E) T&G (2)16d NAILS (E) T&G TO (E) GLULAM 4 FINISHES, RE: ARCH T/SHEATHING FULL-HEIGHT BLOCKING BTWN JOISTS FOR PARAPET ATTACHMENT PARAPET ATTACHMENT, SIMPSON A35@48"OC, UNO AT SHEAR WALL LOCATIONS, RE: SHEAR WALL SCHEDULE PARAPET AND ATTACHMENT, RE:RE: 7/S4.5 10 WOOD STUD COL EQ EA GLULAM EQ BEARING, GLULAM BEAMS EACH BEAR EQUALLY ON TOP PLATE CONT LVL RIM INTERRUPTED BY GLULAMS SIMPSON A35@48"OC, UNO AT SHEAR WALL LOCATIONS, RE: SHEAR WALL SCHEDULE T/SHEATHING 1" = 1'-0"S4.4 9 (N)FRAMING ALONG GRID 4 AT GLULAM BEAM 1" = 1'-0"S4.4 8 (N)FRAMING ALONG GRID 4 AT BEARING WALL 1" = 1'-0"S4.4 6 (N)FRAMING ALONG GRID 4 AT SOUTH END 1" = 1'-0"S4.4 7 FLITCH PLATE AT (E)GIRDER KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.4 ROOF FRAMING DETAILS 1" = 1'-0"S4.4 3 ROOF FRAMING DETAIL 1" = 1'-0"S4.4 1 ROOF FRAMING DETAIL 1" = 1'-0"S4.4 2 ROOF FRAMING DETAIL 1" = 1'-0"S4.4 5 ROOF FRAMING DETAIL 1" = 1'-0"S4.4 4 ROOF FRAMING DETAIL GRID GRID GRID GRID A A GRID 2x BLOCKING @48"OC, ALIGN W/ STUD AND FASTEN W/ TIMBERLOK OR SIMPSON SDS SCREW AT 45Y GLAZING, RE:ARCH CANTILEVER (2) 4" TIMBERLOK SCREWS FASTENED DIRECTLY TO EVERY OTHER CANTILEVERED 2x MEMBER (@32"OC)2 1/2" 2' - 0 " M A X 1'-2 1/2" 1x CANTILEVER SHEATHE BOTH SIDES OF PARAPET WALL T/SHEATHING T/STEEL FINISHES, RE: ARCH SIMPSON A35@48"OC CANTILEVERED 2x4 DFL No1 @16"OC SIMPSON A34 FINISHES, RE:ARCH T/SHEATHING WOOD I-JOIST WEB PACK-OUT FOR SISTERED MEMBER ATTACHMENT CANTILEVERED 2x4 DFL No1 SISTERED TO EA WOOD I-JOIST (@16"OC), FASTEN BACKSPAN W/ (2)10d@4"OC DBL 2x4 BLOCKING FOR WOOD I-JOIST HANGER NAILING 2x BLOCKING, T/STEEL 1'-2 1/2" 2x CANTILEVERCANTILEVER SHEATHING EDGE NAILING PACK-OUT WF BEAM FOR WOOD I-JOIST HANGER ATTACHMENT RE: 1/S4.5 WOOD STUD WALL ATTACHMENT BELOW CANTILEVERED FRAMING, RE: 1/S4.5 PARAPET WALL, RE: 1/S4.5 FINISHES, RE; ARCH BLOCKING OVER TRUSS BETWEEN FLOOR JOISTS TOP CHORD OF CUSTOM TRUSS T/SHEATHING T/STEEL T/SHEATHING PACK-OUT TJI WEB FOR BLOCKING ATTACHMENT, EA SIDE PACK-OUT WF WEB W/ 2x OR LVL MATERIAL, FASTEN W/ (2) 1/2"B A307 BOLTS@24"OC, PACK-OUT PERMITTED TO BE COMPOSED OF (2) STACKED MEMBERS DBL BLOCKING BTWN RAFTERS, RE: PLAN 2x BLOCKING BTWN RAFTERS FOR SHEATHING EDGE NAILING, FASTEN W/ (4)16d NAILS GLAZING, RE:ARCH GLAZING, RE:ARCH T/STEEL T/SHEATHING LVL BLOCKING, RE:1/S4.4RE: 1/S4.4 BEAM WEB PACK-OUT, 2x BLOCKING BTWN RAFTERS FOR SHEATHING EDGE NAILING, FASTEN W/ (4)16d NAILS RE: 4/S4.5 ARCHITECTURAL ANGLE, RE: ARCH FINISHES, RE: ARCH T/SHEATHING T/STEEL 2x BLOCKING BTWN RAFTERS FOR SHEATHING EDGE NAILING, FASTEN W/ (4)16d NAILS BEAM WEB PACK-OUT, RE: 4/S4.5 C CONT 2x6 FOR PARAPET ATTACHMENT, FASTEN TO RIM BOARD W/ 4" TIMBERLOK SCREW @32"OC (2) 4" TIMBERLOK SCREWS @32"OC 2' - 0 " M A X FULL-HEIGHT BLOCKING BTWN TRANSVERSE BLOCKING TRANSVERSE BLOCKING, T/SHEATHING SHEATH BOTH SIDES OF PARAPET WALL C T/SHEATHING L3x3x1/4 x 1'-3" EA SIDE OF HSS COL (4) 5/8"B WELDED THREADED STUD EA GLULAM 4" 4" 4" 3/163/16 RE: TYP DETAIL FOR WOOD BEAM ATTACHMENT TO STEEL COL PARAPET ATTACHMENT RE: 7/S4.5 STEEL COL FINISHES, RE: ARCH A-A AT SIM: WOOD STUD WALL DOES NOT EXIST FINISHES, RE:ARCH SHEATHING EDGE NAILING T/SHEATHING PROVIDE BLOCKING FOR (1) JOIST BAY EA SIDE OF WOOD STUD WALL @48"OC, FASTEN SHEATHING W/ 10d @4"OC SIMPSON A35@48"OC UNO AT SHEAR WALL LOCATIONS, RE: PLAN FOR SHEAR WALL LOCATIONS KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C A T E S TH A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I NG T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S N O T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E RS N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S D R A W I N G A N D S UC H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H AL L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E IS S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T H E AR C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R EQ U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E C T F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.5 ROOF FRAMING DETAILS 1" = 1'-0"S4.5 1 CUPOLA ROOF FRAMING DETAIL 1" = 1'-0"S4.5 2 CUPOLA ROOF FRAMING DETAIL 1" = 1'-0"S4.5 3 CUPOLA ROOF FRAMING DETAIL 1" = 1'-0"S4.5 6 ROOF FRAMING DETAIL 1" = 1'-0"S4.5 8 ROOF FRAMING DETAIL 1" = 1'-0"S4.5 4 ROOF FRAMING DETAIL 1" = 1'-0"S4.5 5 ROOF FRAMING DETAIL 1" = 1'-0"S4.5 7 ROOF FRAMING DETAIL 1" = 1'-0"S4.5 9 ROOF FRAMING DETAIL H FG WOOD STUD WALL AND LIGHT FRAMING NOT SHOWN FOR CLARITY, WOOD SHEATHING INCLUDED FOR REFERENCE 3/4"B STEEL ROD, ONE END REVERSE-THREADED TACK WELD BRACE INTERSECTION TO OMIT POTENTIAL FOR SAG S4.6 4 S4.6 4 OH S4.6 3 S4.6 3 S4.6 6 S4.6 5 6 7 8 S4.6 9 S4.6 9 OH S4.6 8 S4.6 8 S4.6 7 S4.6 7 1 1/2"B THREADED ROD, (3) TYP ONE END OF EACH ROD REVERSE-THREADED (2) 3 1/8"x12" GLULAM W/ 1/2" GAP 5 1 / 8 " x 6 3 / 4 " GL U L A M , ( 2 ) T Y P OH H 1/4 1/4 GUSSET PL1/2 1/4 1/4 TRUSS CONNECTION BEYOND RE: 7/S4.4 PL3/8x4x0'-6" W/ (2) 3/4"B A325 BOLTS, TYP OF W6 CONNECTIONS AT CUPOLA ROOF STEEL ROD W/ No. 2 CLEVIS T/STEEL RE: 9/S4.6 H GUSSET PL1/2 STEEL ROD W/ No.2 CLEVIS T/STEEL STIFFENER PL 1/2, EXTERIOR FACE ONLY 1/4 1/4 TYP 2 1 /2 " 1 1 / 2 " 2" 2" 2" 2"2" (6) 1/2"B TIGHT-FIT PINS NO. 3 1/2 CLEVIS W/ 2"B PIN, TYP PL1/2, RE:ARCH FOR GEOMETRY NOT DEFINED OF STEEL, TYP 3 1/2" MIN TO EDGE PL1/2x6x1'-5 1/2" BETWEEN GLULAMS W/ (4) 1/2"B TIGHT FIT PINS IN TOP CHORD AND (4) 1/2"B TIGHT FIT PINS IN QUEEN POST T/SHEATHING 2"2" 2" 2" 2" 2" 1 1 / 2 " FINISHES, RE: ARCH 6 PL1/2 W/ (20) 1/2"B TIGHT-FIT PINS, BETWEEN GLULAM BEAMS RE:ARCH FOR GEOMETRY NOT DEFINED IN STRUCTURAL DETAIL 3/8 KNIFE PL1/2x5x0'-6 1/2" W/ (2) 1/2"B TIGHT-FIT PINS BEARING PL1/2x5x0'-6 1/2" 1/4 1/4 T/SHEATHING NO. 3 1/2 CLEVIS W/ 2"B PIN, TYP 2" T Y P 2" T Y P 2" 2" TYP OF STEEL, TYP 1 1/2" MIN EDGE \ \ 3 1/2" T/STEEL G No.3 CLEVIS W/ 1 3/4"B PIN PL 1/2, RE:ARCH FOR GEOMETRY NOT DEFINED IN STRUCTURAL DETAIL FULL-HEIGHT STIFFENER PL1/2 1/4 1/4 3" T/STEEL G STEEL ROD, THROUGH HOLE IN CENTER OF (E) GLULAM BEAM PL 1/2x5x0'-7" (E) GLULAM BEAM KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S4.6 CUPOLA FRAMING DETAILS 1/2" = 1'-0"S4.6 1 BRACE ELEVATION 1/2" = 1'-0"S4.6 2 TRUSS ELEVATION 1" = 1'-0"S4.6 4 BRACE CONNECTION DETAIL 1" = 1'-0"S4.6 3 BRACE CONNECTION DETAIL 1" = 1'-0"S4.6 7 TRUSS CONNECTION DETAIL 1" = 1'-0"S4.6 8 TRUSS CONNECTION DETAIL 1" = 1'-0"S4.6 9 TRUSS CONNECTION DETAIL 1" = 1'-0"S4.6 6 HANGER ROD CONNECTION DETAIL 1" = 1'-0"S4.6 5 HANGER ROD CONNECTION DETAIL GRID A A H9 H8 H7 H6 H5 H4 H3 H2 H1 SIMPSON HANGER FOR TJI OR OTHER JOIST SUPPORTING MEMBER TOP FLANGE SUPPORTED MEMBER SUPPORTING MEMBER SUPPORTED MEMBER BEARING CAPACITY UPLIFT CAPACITY REMARKS FASTENERS MEMBERS ALLOWABLE LOADS JOIST & BEAM HANGER SCHEDULE MARK NOTES: 1. HANGERS AS NOTED ON PLAN. FOR ANY HANGER NOT CALLED OUT ON PLAN, CONTACT STRUCTURAL ENGINEER. 2. SUBSTITUTION OF HANGER MANUFACTURER AND/OR HANGER TYPE ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. 3. HANGERS TO BE HOT DIPPED GALVANIZED STEEL. 4. FOR CONTACT WITH PRESERVATIVE TREATED WOOD IN EXPOSED LOCATIONS, PROVIDE MINIMUM G185 GALVANIZING. 5. SOME HANGERS SHOWN IN SCHEDULE MAY NOT BE USED ON PROJECT. H11 H10 MIT3511.88 (4)0.148" 2x NAILER 11 7/8" TJI 360 1630 215 -- ITS1.81/11.88 11 7/8" LVL 1745 630 -- IUS2.06/11.88 (10)0.148" -- 11 7/8" TJI 210 1190 70 --GLULAM ITS2.06/16 (2)0.148" (4)0.148" GLULAM 16" TJI 210 1470 120 -- IUS2.06/16 16" TJI 210 -- LSSR1.81Z (14)1 1/2"x0.148" -- 11 7/8" LVL 1565 510 --GLULAM 2x NAILER (14)0.148" -- 1665 70WEB PACKOUT HU410 (14)1 1/2"x0.148" -- LVL OR GLULAM (2)11 7/8" LVL 1430 1135 -- UA12 W=5.25 5 1/8" GLULAM W=5.25(18)SDS25300 -- 7560 5520GLULAM H12 (4)1 1/2x0.148" (2)STRONG-GRIP (2)STRONG-GRIP (12)1 1/2"x0.148" (2)STRONG-GRIP (12)SDS25300 (6)10d HHUS48 HGUS5.25/10 LGU5.25-SDS MGU7.00-SDS H=15 H=18 HU212-2 HGUS6.88/14 HU416 -- -- -- -- -- (4)1 1/2x0.148" (4)0.148" (4)0.148"(4)0.148" 11 7/8" LVL(22)0.148" -- 3525 1500GLULAM (8)0.148" 5 1/8" GLULAM(46)0.148" -- 7755 3490GLULAM (16)0.148" 5 1/8" GLULAM(16)SDS25212 -- 6720 5555GLULAM (12)SDS25212 6 3/4" GLULAM(24)SDS25212 -- 9450 7260GLULAM (16)SDS25212 3 1/8" GLULAM(16)1 1/2"x0.148" -- 1630 1135GLULAM (6)0.148" 6 3/4" GLULAM(66)0.148" -- 11775 3900WEB PACKOUT (22)0.148" (2)16" LVL(20)0.165" -- 2980 1515WEB PACKOUT (8)0.148" H13 H14 H15 SC H E D "T " RE : 3" C L R 3" CLR SP L I C E 2' - 0 " M I N CO M P R E S S I O N WIDTH "B" RE: SCHEDULE DWL TO MATCH WALL VERT REINF, ALTERNATE HOOK DIRECTION IN FOOTING FOUNDATION WALL FOOTING BOT REINF, RE: SCHEDULE TYPICAL WALL FOOTINGTYPICAL COLUMN FOOTING EQ EQ WIDTH "B" RE: SCHEDULE WIDTH "L" RE: SCHEDULE 3" C L R RE : S C H E D U L E "T " T/FTG T/SLAB CONTROL JOINT BASE PLATE W OR HSS COLUMN NON-SHRINK GROUT FOOTING NOTES: 1. FOOTINGS SHALL BEAR ON PROOF ROLLED NATIVE SOIL OR COMPACTED FILL AS SPECIFIED IN THE SOILS REPORT. 2. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. THE GEOTECHNICAL ENGINEER SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. 3. FOOTINGS DESIGNED FOR ALLOWABLE BEARING PRESSURE OF 4.5 KSF. 4. CENTER CONTINUOUS FOOTING UNDER WALLS AND CENTER COLUMN FOOTINGS UNDER COLUMNS, UNO. 5. BEARING ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REQUIRED BY SUITABILITY OF BEARING MATERIAL. 6. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION. T/FTG Z E F Y D C B A EXISTING CONNECTION IS ACCEPTABLE BEAM BEARS DIRECTLY ON WOOD STUD COLUMN OR BEAM, CONFIRM BEARING OVER FULL WIDTH OF SUPPORTED BEAM EXISTING CONNECTION TO BE REVISED AS FOLLOWS: REPLACE (4) EXISTING 5/8"B LAG BOLTS IN SUPPORTING MEMBER W/(4) 5/8"B THROUGH BOLTS + ADD (2) 5/8"B x 3 1/2" LAG BOLTS IN SUPPORTING MEMBER EXISTING CONNECTION TO BE REVISED AS FOLLOWS: REPLACE (4) EXISTING 5/8"B LAG BOLTS IN SUPPORTING MEMBER W/(4) 5/8"B THROUGH BOLTS NEW CONNECTION FASTENS NEW MEMBER TO EXISTING MEMBER: EXISTING CONNECTION TO BE REVISED AS FOLLOWS: REPLACE (4) EXISTING 5/8"B LAG BOLTS IN SUPPORTING MEMBER W/(4) 5/8"B THROUGH BOLTS + ADD (2) 5/8"B x 5" LAG BOLTS IN SUPPORTING MEMBER EXISTING CONNECTION TO BE REVISED AS FOLLOWS: REPLACE (4) EXISTING 5/8"B LAG BOLTS IN SUPPORTING MEMBER W/(4) 5/8"B THROUGH BOLTS NEW CONNECTION FASTENS NEW MEMBER TO EXISTING MEMBER: (2) 5/8"B x5" LAG BOLTS EA ANGLE L4x4x1/4x0'-9" EA SIDE OF SUPPORTED MEMBER W/ (3) 5/8"B BOLTS (2) 5/8"B x 5" THROUGH BOLTS EA ANGLE L4x4x1/4x0'-9" EA SIDE OF SUPPORTED MEMBER W/ (3) 5/8"B BOLTS G EXISTING CONNECTION TO BE REVISED AS FOLLOWS: WELD ANGLE TO COLUMN TO PROVIDE BEARING FOR EXISTING MEMBERS 1/4 1/4L3x3x1/4 x 0'-4" K EXISTING CONNECTION TO BE REVISED AS FOLLOWS: REPLACE (6) EXISTING 5/8"B LAG BOLTS IN EA BENT PLATE LAG BOLTS WITH 5/8"B THRU-BOLTS. REPLACE (3) EXISTING 5/8"B LAG BOLTS IN ANGLE W/ (3) 5/8"B THRU-BOLTS. REPLACE (3) 5/8"B LAG BOLTS IN ANGLE W/ (3) 5/8"Bx5" LAG BOLTS. X NEW CONNECTION (MAY REPLACE EXISTING CONNECTION) 1/4TYP W NEW CONNECTION (MAY REPLACE EXISTING CONNECTION) EXISTING GLULAM CONNECTION RETROFIT NEW GLULAM CONNECTIONS 3"EXISTING 3" OR L8x4x7/16x9" EA SIDE OF SUPPORTED BEAM PL1/4x8x0'-9" EA SIDE W/ (6) 5/8"B THRU-BOLTS H EXISTING CONNECTION TO BE REVISED AS FOLLOWS: WELD ANGLE TO COLUMN TO PROVIDE BEARING FOR EXISTING MEMBERS 1/4 L3x3x1/4 x 0'-4" 1/4 A-A PLAN VIEWGLULAM 3 1/4"-WIDE GLULAM 5 1/4"-WIDE GLULAM 4 1/4"-WIDE GLULAM 5 1/4"-WIDE 3"EXISTING 3" OR V NEW CONNECTION MAY REPLACE EXISTING CONNECTION 1/4TYP PL1/4x5x0'-9" EA SIDE W/ (3) 5/8"B THRU-BOLTS EXISTING 3" OR NOTE: STEEL THAT CONNECTION WELDS TO VARIES GLULAM MIN 3 1/4"-WIDE GLULAM 5 1/4"-WIDE GLULAM 4 1/4"-WIDE NOTES: -CONTRACTOR TO CONFIRM EXISTING CONDITIONS MATCH CONNECTION INDICATED AND CONTACT KL&A IF CONNECTION TYPE OR GEOMETRY VARIES -SCALE =3/4"=1'-0" J EXISTING CONNECTION TO BE REVISED AS FOLLOWS: REPLACE (2) EXISTING 5/8"B LAG BOLTS IN EA BENT PLATE LAG BOLTS WITH (2) 5/8"B THRU-BOLTS PLAN VIEW (2) 5/8"B THRU- BOLTS, TYP (3) 3/4"B BOLTS EA ANGLE (6) 5/8"B BOLTS KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S5.0 SCHEDULES CONTINUOUS FOOTING SCHEDULE MARK WIDTH "B" THICKNESS "T" REINFORCING COMMENTS FC16 1'-4" 1'-0" (3)#5 LONG FC24 2'-0" 1'-0" (3)#5 LONG FC36 3'-0" 1'-2" (4)#5 LONG NTSS5.0 1 HANGER SCHEDULE NTSS5.0 2 FOOTING SCHEDULE AND DETAILS ISOLATED FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS REINFORCING COMMENTS F2 2'-0" 2'-0" 1'-0" (3)#5 EW BOT F3 3'-0" 3'-0" 1'-0" (4)#5 EW BOT F96 11'-0" 8'-0" 1'-0" #5@12"OC EW BOT 3/4" = 1'-0"S5.0 3 GLULAM CONNECTION SCHEDULE E E B B D D A A C C T/WALL PLATE T/WALL PLATE CFS CLIP, RE: SCHEDULE EXTEND SHEATHING TO TOP OF PLATE TYPICAL STUD WALL SHEATHING, ORIENTED VERTICALLY OR HORIZONTALLY ROOF RAFTER, TYP SOLID BLOCKING DOUBLE 2x TOP PLATE, TYP ALL SHEAR WALLS NAILING AT PANEL EDGES, RE: SCHEDULE T/CONC EDGE BLOCKING, RE: SCHEDULE NAILING IN FIELD, RE: SCHEDULE BOUNDARY STUDS NAILING AT PANEL EDGES, RE: SCHEDULE EXTEND SHEATHING TO BOTTOM OF SILL PLATE HOLDOWN AT FOUNDATION WALL, RE: "TYPICAL WOOD SHEAR WALL HOLDOWNS" PT SILL PLATE, RE: SCHEDULE SILL ANCHOR RODS, RE: SCHEDULE WALL SHEATHING JOINT AT TOP OF WALL PLATE CFS CLIP, RE: SCHEDULE HOLDOWN AT INTERMEDIATE FLOOR, RE: TYPICAL DETAIL DOUBLE 2x TOP PLATE, TYP ALL SHEAR WALLS CONCEPTUAL SHEATHING LAYOUT AT SHEAR WALLS SHEAR WALL SCHEDULE SHEAR WALL TYPE AND CAPACITY NAIL TYPE AND SPACING AT PANEL EDGES FRAMING MEMBERS AT VERTICAL EDGE NAILING NAIL TYPE AND SPACING IN FIELD (AWAY FROM EDGES) MIN SILL PLATE AT FOUNDATION WALLS (SEE NOTE 5) CFS CLIP SIZE AND SPACING SECTION A-A SECTION B-B SECTION C-C SECTION D-D (SEE NOTES 12 AND 13) SECTION E-E (SEE NOTES 12 AND 13) 2 1/2"x0.131" @4"OC 3"x0.148"@3"OC STAGGERED 3"x0.148" @3"OC STAGGERED, EACH SIDE OF WALL NOTES: 1. ALL SHEAR WALL STUD FRAMING @16"OC UNLESS TIGHTER SPACING NOTED ON PLAN. 2. ALL FRAMING IS DOUGLAS FIR-LARCH MATERIAL OR APPROVED STRUCTURAL COMPOSITE LUMBER. REFER TO GENERAL NOTES FOR APPROVED PRODUCT LIST, ANY OTHER FRAMING PRODUCTS MUST BE SUBMITTED FOR ENGINEER'S REVIEW. 3. BOUNDARY STUDS AT ENDS OF SHEAR WALLS MAY REQUIRE ADDITIONAL STUDS. SEE "TYPICAL WOOD SHEAR WALL HOLDOWNS". 4. ALL SHEAR WALLS TO BE WOOD SHEATHED WITH 32/16 SPAN RATED PLYWOOD OR OSB (15/32" MINIMUM THICKNESS). 7/16" THICKNESS PERMITTED PROVIDED PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 5. FOR SINGLE 2x SILL PLATE, COUNTERSINKING ANCHOR BOLT WASHER AND NUT IS NOT ALLOWED. FOR 3x SILL PLATE, 1" MAX COUNTERSINK OF ANCHOR BOLT WASHER AND NUT. 6. PROVIDE SLOTTED WASHER PLATE AND STANDARD WASHER AT ANCHOR BOLT CONNECTIONS. SLOTTED PLATE TO BE NO FURTHER THAN 1/2" FROM SHEATHED SIDE OF WALL PLATE. USE SIMPSON BPS5/8-3 AT 2x4 WALLS AND BPS5/8-6 AT 2x6 WALLS OR EQUIVALENT. 7. RE: "TYPICAL REQUIREMENTS FOR HOLES AND NOTCHES IN WOOD MEMBERS" FOR REINFORCING OF WALL PLATES WITH NOTCHES. 8. RE: GENERAL NOTES FOR MINIMUM DIMENSIONS FOR NOTED NAIL SIZES. 9. NAILS SHALL NOT BE OVERDRIVEN; RE: GENERAL NOTES. 10. ALL CAPACITIES SHOWN ARE ASD VALUES AND DO NOT INCLUDE INCREASES FOR WIND. 11. DO NOT BEND A35 CLIPS 12. AT INTERIOR WALLS WHERE JOISTS/RAFTERS ARE PERPENDICULAR TO THE WALL, BLOCK BETWEEN JOISTS/RAFTERS OVER WALL AND ATTACH CFS CLIP PER SCHEDULE. 13. AT INTERIOR WALLS WHERE JOISTS/RAFTERS ARE PARALLEL TO THE WALL, ALIGN A JOIST/RAFTER OVER WALL AND ATTACH WITH CFS CLIPS PER SCHEDULE. 14. ANCHOR BOLTS TO HAVE 7" MIN EMBED INTO CONCRETE. LOCATE ONE ANCHOR 5" MIN AND 9" MAX FROM EACH END OF SILL PLATES. 15. NO HOLES SHOULD BE CUT IN SHEAR WALLS WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 16. WHERE LVL FRAMING IS USED AT TYPE A SHEAR WALL, PROVIDE DOUBLED STUD AT PANEL EDGES, SIMILAR TO TYPE B SHEAR WALL DETAIL. 17. WHERE CONCRETE IS EXISTING, TITEN HD ANCHORS ARE TO BE USED IN LIEU OF CAST-IN ANCHORS. DIAMETER, SPACING, AND EMBEDMENT TO MATCH ANCHOR REQUIREMENTS. 2x 2 1/2"x0.131" @12"OC 3"x0.148" @12"OC EACH SIDE OF WALL SIMPSON A35 @14"OC OR SIMPSON LTP4 @14"OC (1)CLIP MIN PER BAY OF BLOCKING (2)2x GLUED AND NAILED OR 3x 3"x0.148"@12"OC 2x PT SILL SIMPSON A35 @8"OC OR SIMPSON LTP4 @8"OC (1)CLIP MIN PER BAY OF BLOCKING (2)2x GLUED AND NAILED OR 3x 2x PT SILL SIMPSON A35 @8"OC AND SIMPSON LTP4 @8"OC AT BLOCKING (2)CLIP MIN PER BAY OF BLOCKING A 350 PLF B 540 PLF C 1080 PLF SHEATHING ON EACH SIDE VERTICAL FRAMING MEMBER EDGE NAILING EACH SIDE OF JOINT VERTICAL FRAMING MEMBER EDGE NAILING EACH SIDE OF JOINT, STAGGERED 3 1/2"x0.162" @4"OC STAGGERED VERTICAL FRAMING MEMBER EDGE NAILING EACH SIDE OF JOINT, STAGGERED, TYP BOTH SIDES OF WALL (2)3 1/2"x0.162" @4"OC STAGGERED FLAT 2x EDGE BLOCKING EDGE NAILING, EA SIDE OF JOINT FLAT 2x EDGE BLOCKING EDGE NAILING, EA SIDE OF JOINT (2)2x OR 3x EDGE BLOCKING STAGGERED EDGE NAILING, EA SIDE OF JOINT EDGE NAILING AT SILL PLATE PT SILL PLATE, RE: THIS SCHEDULE ANCHOR BOLT, RE: THIS SCHEDULE STAGGERED EDGE NAILING AT SILL PLATE(S) PT SILL PLATE, RE: THIS SCHEDULE ANCHOR BOLT, RE: THIS SCHEDULE STAGGERED EDGE NAILING AT SILL PLATE(S) PT SILL PLATE, RE: THIS SCHEDULE ANCHOR BOLT, RE: THIS SCHEDULE NAIL SOLE PLATE (2)3 1/2"x0.162" @4"OC STAGGERED EDGE NAILING AT SOLE PLATE 3 1/2"x0.162" @4"OC FLOOR EDGE NAILING EDGE NAILING EACH SIDE OF JOINT, TYP SHEATHING JOINT AT TOP OF TOP PLATE CFS CLIP, RE: THIS SCHEDULE STAGGERED EDGE NAILING EACH SIDE OF JOINT, TYP SHEATHING JOINT AT TOP OF TOP PLATE CFS CLIPS, RE: THIS SCHEDULE WALL EDGE NAILING FULL HEIGHT BLOCKING ROOF EDGE NAILING STAGGERED WALL EDGE NAILING FULL HEIGHT BLOCKING ROOF EDGE NAILING STAGGERED WALL EDGE NAILING EA SIDE OF WALL FULL HEIGHT BLOCKING ROOF EDGE NAILING ANCHOR BOLT (SEE NOTE 14) 5/8"B@32"OC 5/8"B@16"OC 5/8"B@8"OC WASHER PLATE, RE: NOTE BELOW WASHER PLATE, RE: NOTE BELOW WASHER PLATE, RE: NOTE BELOW 2 1/2"0.131" OR 3"x0.131"@12"OC VERT (3 MIN) TOE NAILS EA END OF BLOCKING 2 1/2"x0.131" OR 3"x0.131"@12"OC VERT (3 MIN) TOE NAILS EA END OF BLOCKING 2 1/2"x0.131" OR 3"x0.131" @12"OC VERT (3 MIN) TOE NAILS EA END OF BLOCKING CFS CLIPS, RE: THIS SCHEDULE CFS CLIP, RE: THIS SCHEDULE CFS CLIP, RE: THIS SCHEDULE (2)3 1/2"x0.162" @4"OC STAGGERED 3 1/2"x0.162" @"FLOOR EDGE NAILING" SPACING 2x BLOCKING 3 1/2"x0.162" @3"OC FLOOR EDGE NAILING EDGE NAILING EACH SIDE OF JOINT, TYP SHEATHING JOINT AT TOP OF TOP PLATE CFS CLIP, RE: THIS SCHEDULE 3 1/2"x0.162" @"FLOOR EDGE NAILING" SPACING 2x BLOCKING (2)3 1/2"x0.162" @3"OC FLOOR EDGE NAILING 3 1/2"x0.162" @"FLOOR EDGE NAILING" SPACING 2x BLOCKING 2x PT SILL FOR LVL STUDS, REFERENCE TYPE B WALL DETAIL, RE: NOTE 16. 6" T Y P WOOD SHEAR WALL, RE: PLAN FOR TYPE AND MIN LENGTH SOLID BOUNDARY STUD AT CORNER OF SAME WIDTH AS WALL STUDS PANEL EDGE NAILING WOOD SHEAR WALL HOLDOWN, RE: PLANS AND SCHEDULES TYPICAL CORNER INTERSECTION PANEL EDGE NAILING WOOD SHEAR WALL HOLDOWN TYP, RE: PLANS AND SCHEDULES PT SILL PLATE, TYP TYPICAL 'TEE' INTERSECTION SOLID BOUNDARY STUD AT CORNER OF SAME WIDTH AS WALL STUDS BOUNDARY STUD AT END OF WALL, RE: HOLDOWN SCHEDULE PT SILL PLATE, TYP SILL PLATE ANCHOR ROD, TYP ADD 2x STUD AS REQUIRED TO MEET MIN THICKNESS OF BOUNDARY STUDS PER HOLDOWN SCHEDULE, ATTACH W/ (2)3 1/2"x0.162"@4"OC AT TYPE C SHEAR WALLS AND 3"x0.148"@4" STAGGERED ELSEWHERE ADD 2x STUD, ATTACH W/ (2)3 1/2"x0.162"@4"OC AT TYPE C SHEAR WALLS AND 3"x0.148"@4"OC STAGGERED ELSEWHERE WOOD SHEAR WALL HOLDOWN SCHEDULE HD1 HD2 HD3 HOLDOWN KEY MARK SIMPSON HOLDOWN TYPE HDU4-SDS2.5 HDU8-SDS2.5 HDU11-SDS2.5 ANCHOR BOLT DIAMETER 5/8" 7/8" 1" MIN BOUNDARY STUD THICKNESS 3" 4 1/2" 7 1/2" ALLOWABLE TENSION LOAD 4565 LB 7870 LB 11100 LB NOTES: 1. ALLOWABLE TENSION LOADS ASSUME USE OF DOUGLAS FIR-LARCH OR COMPOSITE LUMBER BOUNDARY STUDS. 2. USE ALL HARDWARE PROVIDED WITH HOLDOWN, RE: SIMPSON MANUAL FOR OTHER INSTALLATION REQUIREMENTS. 3. BOUNDARY STUDS NOT ALWAYS SHOWN ON PLAN, CONTRACTOR TO COORDINATE WITH ARCHITECTURAL DRAWINGS AND MANUFACTURER'S OFFSET FOR PROPER PLACEMENT. 4. WHERE DOUBLE HOLDOWN AND A SINGLE HOLDOWN OPTION ARE SHOWN, IT IS CONTRACTOR'S OPTION WHICH TO USE. HOLDOWN CONNECTION TO NEW CONCRETE TYPE ANCHOR BOLT DIAMETER EMBEDMENT MINIMUM WALL THICKNESS MINIMUM EDGE DISTANCE HD1 5/8" 8" 8" 3" HOLDOWN CONNECTION TO NEW CONCRETE WALL WITH CAST-IN ANCHOR SHEAR WALL ABOVE AND BELOW SHEAR WALL ON WOOD BEAMSHEAR WALL ON STEEL BEAM EM B E D M E N T RE : T A B L E BOUNDARY STUD, RE: SCHEDULE HOLDOWN, RE: SCHEDULE BOUNDARY STUD, RE: SCHEDULE HOLDOWN W/ ROD, RE: SCHEDULE CONT RIM BOARD OR SOLID BLOCKING ACCORDING TO FRAMING CONDITION BOUNDARY STUD, RE: SCHEDULE HOLDOWN, RE: SCHEDULE SOLE PLATE NAILING, RE: SHEAR WALL SCHEDULE BOUNDARY STUD, RE: SCHEDULE HOLDOWN W/ ROD, RE: SCHEDULE SOLE PLATE NAILING, RE: SHEAR WALL SCHEDULE PL1/4x3x0'-3" WASHER PLATE, 1" MAX COUNTERSINK BOUNDARY STUD, RE: SCHEDULE HOLDOWN W/ ROD, RE: SCHEDULE STEEL BEAM 5/8" THREADED ROD, RE: SHEAR WALL SCHEDULE FOR SPACING 3/16 TYP NOTES: 1. USE ASTM F1554 GRADE 36 ANCHOR RODS. 2. SEE SCHEDULE DETAILS ABOVE FOR "EMBED REQUIRED" AND "TITEN HD / STRAP CONNECTION REQUIRED" HOLDOWN CONNECTION TO NEW CONCRETE WALL WITH CURB WITH CAST-IN ANCHOR EM B E D M E N T RE : T A B L E BOUNDARY STUD, RE: SCHEDULE HOLDOWN, RE: SCHEDULE T/LEDGE EM B E D M E N T RE : T A B L E EDGE DISTANCE RE: TABLE HOLDOWN CONNECTION TO NEW CONCRETE WITH EMBED CFS CLIP, RE: SCHEDULE NOTE: FIELD WELD ANCHORS AT CONTRACTOR'S OPTION (2)HDU5-SDS2.5 5/8" 6" 11200 LB BOUNDARY STUDS, RE: SCHEDULE HOLDOWN 5/16 EMBED PL3/4x5 1/2x1'-0" W/ (4)5/8"Bx24" A706 BAR CONTRACTOR'S OPTION WOOD BEAM END OR CORNER OF CONC IN PLACES RE: TABLE EDGE DISTANCE END OR CORNER OF CONC IN PLACES RE: TABLE EDGE DISTANCE HD2 HD3 EMBED REQUIRED EMBED REQUIRED HOLDOWN CONNECTION TO EXISTING CONCRETE TYPE TITEN HD ANCHOR DIAMETER LENGTH MINIMUM WALL THICKNESS MINIMUM EDGE DISTANCE HD1 5/8"10" 8" 2" HD2 HD3 TITEN HD / STRAP CONNECTION REQUIRED TITEN HD / STRAP CONNECTION REQUIRED PROVIDE ADDITIONAL VERT WALL REINF W/ 90Y HOOK IN FTG TO LAP WITH A706 BARS PERMITTED AT HD1, REQUIRED AT HD2, HD3 PERMITTED AT HD1 ONLY PERMITTED AT HD1 ONLY 2' - 0 " 1' - 6 " 4" 3" 2' - 9 " 1' - 6 " 4" 3" 7"7" PL1/4x3x3'-6" W/ (12) SIMPSON SDS25312 SCREWS INTO BOUNDARY STUD AND (2)5/8"Bx5" SS OR GALV TITEN HD SCREW ANCHORS INTO CONC 3" T Y P 3" T Y P PL1/4x3x4'-3" W/ (18) SIMPSON SDS25312 SCREWS INTO BOUNDARY STUD AND (2)5/8"Bx5" SS OR GALV TITEN HD SCREW ANCHORS INTO CONC (4)2x BOUNDARY STUD (4)2x BOUNDARY STUD (2)2x BOUNDARY STUD HD1 CONNECTION TO EXISTING CONCRETE HD2 CONNECTION TO EXISTING CONCRETE HD3 CONNECTION TO EXISTING CONCRETE NTSS5.1 2 TYPICAL SHEAR WALL INTERSECTION DETAILS NTSS5.1 4 TYPICAL SHEAR WALL HOLDOWNS NTSS5.1 1 TYPICAL WOOD SHEAR WALLS -NAILING SCHEDULE AND DETAILS NTSS5.1 3 TYPICAL WOOD SHEAR WALLS -ELEVATIONS KL A& Engineers Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 (970) 927 5174 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & Consultant A 4 A R C H I T E C T S LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Stamp KL&A Project No: 23043 Drawn By: BPM/GAM Date Issued For Future Path 2022 Renovations and Additions Owner TH E S T R U C T U R A L E N G I N E E R S S E A L O N T H I S D R A W I N G I N D I C AT E S T H A T T H E I N F O R M A T I O N S H O W N A N D T H E C A L C U L A T I O N S P E R T A I N I N G T O T H A T I N F O R M A T I O N H A V E B E E N P R E P A R E D B Y Q U A L I F I E D P E O P L E U N D E R T H E DI R E C T I O N O F T H E E N G I N E E R - O F - R E C O R D . T H E S E A L D O E S NO T I M P L Y R E S P O N S I B I L I T Y F O R I N F O R M A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M A T I O N N O T S H O W N O N T H I S DR A W I N G A N D S U C H RE S P O N S I B I L I T Y I S S P E C I F I C A L L Y D I S C L A I M E D . O N P H A S E D P R O J E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S I D E R E D T O B E P R E L I M I N A R Y I N N A T U R E A N D A R E I S S U E D F O R I N F O R M A T I O N O N L Y . TH E S E D R A W I N G S A R E T O B E U S E D I N C O N J U N C T I O N W I T H T HE A R C H I T E C T U R A L DR A W I N G S O N T H E P R O J E C T T O C L E A R L Y D E F I N E A L L O F T H E R E Q U I R E M E N T S F O R T H E CO N S T R U C T I O N . W H E R E C O N F L I C T S O C C U R C O N T A C T A R C H I T E CT F O R C L A R I F I C A T I O N . ©2023 KL&A, INC Bar Fork Master Plan 10.20.23 100% DESIGN DEVELOPMENT 02.15.24 100% CD S5.1 SCHEDULES W W W W X T V X T V X T V X T V X T V X T V X T V X T V X T V X U T X U T X U T X U T X U T X U T X U T X U T X U T X U T X U T X U T X U T X U T X U T X S A X S A X S A X S A X S A X S A X S A X S A X S A X S A O E L O E L O E L O E L X W L X W L X W L X W L X W L X W L X W L X W L XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIRR XIR R XIR R XIR R XIR R XIR R XIR R XIR R XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XW L XWL XWL XWL XWL XWL XWL XW L XWL XWL XW L XW L XWL XWL XW L XW L XWL XW L XWL XWL XWL XWL XWL EXISTING 8" WATERLINE, LOCATION TO BE VERIFIED IN FIELD PROPOSED 4" CLASS 52 D.I.P. (OR APPROVED EQUAL), WATERLINE SERVICE FOR FIRE SUPPRESSION, 8"X4" HOT TAP AND VALVE, THRUST BLOCK, PER TOWN OF CARBONDALE & PUBLIC WORKS MANUAL STANDARDSEXISTING 3" IRRIGATION LINE W H I T A K R E A V E . ( E X I S T I N G R O A D ) EXI S T I N G D I T C H EXISTING DIRT PATH EXISTING DIRT PATH EXISTING DIRT PATH BAR F O R K D I N I N G H A L L AND S T U D E N T C E N T E R EXI S T I N G D I T C H EXI S T I N G D I T C H EXISTING WATERLINE SERVICE TO BUILDING TO REMAIN (REF R E N C E A R C H I T E C T P L A N S F O R B U I L D I N G D E S I G N ) EXISTING DIRT PATH WATERLINE ENTRANCE INTO BUILDING, LOCATION TO BE VERIFIED WITH ARCHITECT AND MEP PROPOSED 4" FIRE SUPPRESSION WATERLINE, CLASS 52 D.I.P. OR APPROVED EQUAL, SIZE TO BE VERIFIED BY MEP - EXISTING AND PROPOSED SERVICES TO BE MINIMUM 2' APART AND HAVE MINIMUM 3' SEPARATION FROM NEAREST JOINT - CONTRACTOR TO NOTIFY ENGINEER AFTER LOCATING WATERLINE AND PRIOR TO HOT TAP EXISTING IRRIGATION PIPEXIRRXIRR DATE REVISION SE-C-1.0 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 2 0 4 C R M S B A R F O R K \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 2 0 4 - U T I L I T Y . D W G - D e c 2 8 , 2 0 2 3 - 4 : 5 0 p m NO R T H UTILITY PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 33204.01JOB NO. DATE:12-28-23 DESIGNED BY DRAWN BY CHECKED BY TJM TJM KTS BA R F O R K I M P R O V E M E N T S P R O J E C T 50 0 H O L D E N W A Y CA R B O N D A L E , C O L O R A D O DE S I G N D R A W I N G SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m LEGEND W PROPOSED 8" WATER MAIN PROPOSED WATER VALVE PROPOSED THRUST BLOCK EXISTING TELEPHONE EXISTING CABLE XUT XUT XTV XTV EXISTING 4" WATER MAINXWLXWL EXISTING 12" SANITARY SEWER MAINXSAXSA EXISTING OVERHEAD ELECTRICOELOEL 12-28-23 12-28-23 12-28-23 EXISTING EDGE OF ROAD