T0.1 Title Sheet LTI Colorpoint Serving Line and Milk Cooler Is Included in Alternate 1

AL SIG H N R ECT U C IT URA AR L S T C D O T C E R R P U E O E R T A S D I T

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C 50382

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RT L N A H CA RO S H NC EVI LLE

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ED AR 11/30/18 R M E C H T I IS T G E E C T R 2653

A N I A O N S R C. T OL H H CA R E N. VI L LE Kitchen Renovations at Clyde A. Erwin High School Buncombe County Schools Asheville, North Carolina Location Map

CLYDE A. ERWIN HIGH SCHOOL

Bid Set LEES 26 ASHEVILLE CREEK ROAD

French Broad River

240 63

74 240

Drawing Index Project Alternates N

GENERAL ALTERNATE 1: PREFERRED BRAND SERVING LINE CLYDE A. ERWIN HIGH SCHOOL, 60 LEES CREEK ROAD, ASHEVILLE NC 28806 T0.1 Title Sheet LTI Colorpoint serving line and milk cooler is included in Alternate 1. T0.2 Building Code, Life Safety Plan Base bid includes serving line equipment and milk cooler complying T0.3 UL Assemblies with the specifications - see Sections 114000 and 114001. ALTERNATE 2: DISHMACHINE REPLACEMENT ARCHITECTURAL Replacement of designated existing kitchen equipment items as noted in the equipment schedule at Sheet K1.2 is included in D1.1 Demolition Plan Alternate 2. Base bid includes storage and reinstallation of existing A2.0 Interim Cafeteria Plan equipment as noted at Sheet K1.1. A2.1 1st Floor Plan A2.2 Signs, Enlarged Plans & Details ALTERNATE 3: KITCHEN EQUIPMENT REPLACEMENT A3.1 Reflected Ceiling Plan Replacement of designated existing kitchen equipment items as A5.1 Exterior Elevations & Wall Sections noted in the equipment schedule at Sheet K1.2 is included in A8.1 Door Schedule & Details Alternate 2. Base bid includes reuse of existing equipment as noted A8.2 Window & Storefront Details at Sheet K1.1. A9.1 Wall Graphics ALTERNATE 4: REFINISH EXISTING TERRAZZO K1.1 Kitchen Equipment Plan Grinding and refinishing existing Dining Room terrazzo is included in K1.2 Kitchen Equipment Plan, Alternates 2 & 3 Alternate 4. Base bid includes stripping and cleaning of existing K1.3 Kitchen Utilities Plans terrazzo except where specifically noted otherwise. K2.1 Kitchen Equipment Details K2.2 Kitchen Equipment Details S1.1 Foundation Plan & Details

PLUMBING P0.1 Plumbing - Supply Demolition P0.2 Plumbing - DWV Demolition

P1.0 Plumbing - Interim Plan AREA OF RENOVATIONS P1.1 Plumbing - Supply SEE PHASING NOTES THIS SHEET P1.2 Plumbing - DWV P2.1 Plumbing Schedules, Details & Notes MECHANICAL M0.1 Mechanical - Duct Demolition M0.2 Mechanical - Piping Demolition

M1.0 Mechanical - Interim Plan at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, M1.1 Mechanical - Ductwork Construction M1.2 Mechanical - Piping Construction M2.1 Mechanical - Details M2.2 Mechanical - Details DINING M2.3 Mechanical - Schedules, Details & Notes KITCHEN ELECTRICAL E0.1 Electrical - Demolition E1.0 Electrical - Interim Plan E1.1 Electrical - Power E1.2 Electrical - Lighting Notes on Phasing

E2.1 Electrical - Partial 2nd Floor Plan, Risers, Notes & Legend PORTIONS OF THE WORK SHALL BE COMPLETED E2.2 Electrical - Lighting & Panel Schedules PRIOR TO AUGUST 12, 2019, FOR INTERIM USE OF THE CAFETERIA. MAIN ENTRY REFER TO INTERIM FLOOR PLAN AT SHEET 2.0 FOR SCOPE OF PHASE ONE WORK.

1st Floor School Plan/Phasing Plan KE CO AL SIG 1 H N I X R ECT

ED A IT URA

R RC U RC L S M H A C E T O T I D R T N N T P IS E T0.1 E C R O U R G C E E T A SCALE: 1" = 30' D E S T T I I

T O R G I I

E N ACTUAL PLAN CERT.NO O

2653 H P

NORTH NORTH C 50382

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S R N C. Sheet N I A T L OR N

H O TH OL

H C AR A CAR N. S H C E N V IL L E EVILLE T0.1 DE

AL SIG H N R ECT U C IT URA AR L S T C D O T C E R R P U E O E R T A S D I T

T G I I O

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C 50382

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RT L N A H CA RO S H NC EVI LLE

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ED AR 11/30/18 R M E C H T I IS T G E E C T R 2653

A N I A O N S R C. T OL H H CA R E N. VI L LE 2015 NC State Existing Building Code, Work Area Compliance Method, Level 2 Alterations ENERGY SUMMARY ELECTRICAL SUMMARY ENERGY REQUIREMENTS: FOR NEW WORK ONLY and applicable portions of 2012 NC State Building Code - 2009 IBC with NC Amendments The following data shall be considered minimum and any special attribute required to meet the energy code ELECTRICAL SYSTEM AND EQUIPMENT Building Code Summary shall also be provided. Each Designer shall furnish the required portions of the project information for the Method of Compliance: plan data sheet. If performance method, state the annual energy cost for the standard reference design vs. Energy Code: Prescriptive Performance the annual energy cost for the proposed design. ASHRAE 90.1: Prescriptive Performance Lighting schedule Name of Project: Kitchen Renovations at Clyde A. Erwin High School LIFE SAFETY SYSTEMS REQUIREMENTS: ALL SYSTEMS EXISTING Climate Zone: 3 4 5 lamp type required in fixture: Refer to Lighting Fixture Schedule Address: 20 Erwin Hills Road, Asheville, NC 28806 Emergency Lighting: No Yes number of lamps in fixture: Refer to Lighting Fixture Schedule Method of Compliance: Prescriptive (Energy Code) Exit Signs: No Yes - Existing ballast type used in the fixture: Refer to Lighting Fixture Schedule Proposed Use: High School Kitchen Fire Alarm: No Yes - Existing Performance (Energy Code) number of ballasts in fixture: Refer to Lighting Fixture Schedule Owner/Authorized Agent: Mr. Tim Fierle, Director of Facilities and Planning, Buncombe County Schools Phone: 828-2555-5916 Smoke Detection Systems: No Yes Partial Prescriptive (ASHRAE 90.1) total wattage per fixture: Refer to Lighting Fixture Schedule Owned By: Buncombe County Board of Education City/County Private State Email: [email protected] Panic Hardware: No Yes - Existing Performance (ASHRAE 90.1) total interior wattage specified vs allowed: 3110 VS 6328 Code Enforcement Jurisdiction: City County Buncombe State THERMAL ENVELOPE: total exterior wattage specified vs allowed: 210 VS 400 Roof/ceiling Assembly: N/A, Unchanged Additional Prescriptive Compliance LEAD DESIGN PROFESSIONAL: Archtectural Design Studio, Mike Cox LIFE SAFETY PLAN REQUIREMENTS 506.2.1 More Efficient Mechanical Equipment Life Safety Plan Sheet #: T0.2 Exterior Walls: New Walls 506.2.2 Reduced Lighting Power Density DESIGNER FIRM/NAME LICENSE # TELEPHONE EMAIL Description of Assembly: 6" CMU with EIFS on 3" EPS rigid insulation 506.2.3 Energy Recovery Ventilation System Architectural: ADS, MIKE COX, AIA 50382 & 2653 (828)252-0355 [email protected] Fire and/or smoke rated wall locations (Chapter 7) U-Value of total assembly: 0.070 506.2.4 Higher Efficiency Service Water Heating Civil: N/A Assumed and real property line locations 506.2.5 On-site Supply of Renewable Energy Electrical: SUD ASSOCIATES, DAVID BRIGGS PE 30835 (828) 255-4691 R-Value of Insulation: R-11.6 ci [email protected] Exterior wall opening area with respect to distance to assumed property lines (705.8) 506.2.6 Automatic Daylighting Control System Fire Alarm: SUD ASSOCIATES, DAVID BRIGGS PE 30835 (828) 255-4691 [email protected] Plumbing: SUD ASSOCIATES, JEROME HAY, PE 18486 (828) 255-4691 [email protected] Existing structures within 30' of the proposed building Description of Assembly: 6" Metal Stud Walls, EIFS with 2" rigid insulation, gypsum sheathing, R-19 batt Mechanical: SUD ASSOCIATES, JEROME HAY, PE 18486 (828) 255-4691 [email protected] Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.1) insulation, 5/8" gypsum board Sprinkler/Standpipe: N/A Occupant loads for each area U-Value of total assembly: 0.052 Life Safety Plan Legend Structural: N/A Exit Access travel distances (1016) R-Value of Insulation: R-19 + R-10.0 ci Retaining Walls > 5' High: N/A Common path of travel distances (1014.3 & 1028.8) Other: Floors, Slab on Grade: New Interior Slabs Only Dead end lengths (1018.4) NEW 1 HR FIRE PARTITION OR FIRE BARRIER Description of assembly: 4" Slab on Vapor Barrier on 4" Stone Base Clear exit widths for each exit door 2012 EDITION OF CODE FOR: New Construction Addition Upfit U-Value of total assembly: N/R Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.1) EXISTING 1 HR FIRE BARRIER EXISTING: Reconstruction Alteration Repair R-Value of Insulation: None CONSTRUCTED: (date) 1973 ORIGINAL USE (s): (Ch.3): E-EDUCATIONAL Actual Occupant load for each exit door RENOVATED: (date) 2006, 2008 CURRENT USE(s) (Ch. 3): E-EDUCATIONAL Schematic plan Note indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation MECHANICAL SUMMARY EXIT PROPOSED USE(s) (Ch. 3): E-EDUCATIONAL Location of doors with panic hardware (1008.1.10) MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT ACCESSIBLE MEANS OF EGRESS Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) Thermal Zone: 4A BASIC BUILDING DATA OCCUP 88 Location of doors with electromagnetic egress locks (1008.1.9.8) winter dry bulb: 12 F OCCUPANT LOAD Construction Type: 1-A II-A III-A IV V-A TRAVEL 72' MAX. TRAVEL DISTANCE (check all that apply) 1-B II-B III-B V-B Location of doors equipped with hold-open devices summer dry bulb: 88 F Mixed Construction: No Yes Types: Location of emergency escape windows (1029) Interior design conditions Sprinklers: No Partial Yes NFPA 13 NFPA 13R NFPA 13D DENOTES DOOR W/ PANIC HARDWARE The square footage of each fire area (902) winter dry bulb: 74 F PH Standpipes: No Yes Class I II III Wet Dry summer dry bulb: 70 F Fire District: No Yes Flood Hazard Area: No Yes The square footage of each smoke compartment (407.4) relative humidity: 50% RH 20 DENOTES DOOR RATING IN MINUTES Building Height: Feet 63'-4" Number of Stories 3 Note any code exceptions or table notes that may have been utilized regarding the items above Building heating load: 55,000 BTUH Mezzanine: No Yes Building cooling load: 480,000 BTUH Gross Building Area: PLUMBING FIXTURE REQUIREMENTS REQUIREMENTS: N/A Mechanical Spacing Conditioning System: (SEE MECHANICAL SCHEDULE SHEET) FLOOR EXISTING (SQ. FT.) NEW (SQ. FT.) RENOVATED (SQ. FT.) SUB-TOTAL (SQ. FT.) Unitary Rated Assemblies First Floor: 38,219 SF 0 SF 5,708 SF 38,219 SF Per 810.1 of the Existing Building Code, adherence to fixture count requirements in a Level 2 Alteration are required description of unit: Second Floor: 72,620 SF 0 SF 0 SF 72.620 SF where the occupant load is increased by more than 20%. Occupant load is not increased by this project. heating efficiency: 1. NEW CORRIDOR AND CLASSROOM WALLS SHALL Third Floor: 49,484 SF 0 SF 0 SF 49,484 SF Staff fixture count is unchanged. cooling efficiency: COMPLY WITH THE REQUIREMENTS OF UL DESIGN TOTAL 160,323 SF 0 SF 5,708 SF 160,323 SF size category of unit: ASSEMBLY U419 FOR 1-HOUR CONSTRUCTION. REFER TO SPECIAL APPROVALS SHEET T0.3 FOR FULL DESCRIPTION OF THIS ASSEMBLY. Boiler - Size category. If oversized, state reason: N/A Occupancy: Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below) Assembly A-1 A-2 A-3 A-4 A-5 2. EXISTING FLOOR ABOVE WORK AREA IS 2-HOUR Buncombe County, DPI Chiller - Size category. If oversized, state reason: N/A Business CONSTRUCTION. ALL PENETRATIONS SHALL BE RATED ACCORDINGLY. Educational List equipment efficiencies: (EXISTING EQUIPMENT) Factory F-1 Moderate F-2 Low Hazardous H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM 3. NEW CHASE AT MECHANICAL ROOM, 2ND FLOOR, SHALL Institutional I-1 I-2 I-3 I-4 COMPLY WITH THE REQUIREMENTS OF UL DESIGN I-3 Use Condition 1 2 3 4 5 ASSEMBLY U529 FOR 1-HOUR CONSTRUCTION. REFER TO Mercantile SHEET A3.1 FOR FULL DESCRIPTION OF THIS ASSEMBLY. Residential R-1 R-2 R-3 R-4 Storage S-1 Moderate S-2 Low High Piled Parking Garage Open Closed Repair Garage 4. PROVIDE MASONRY INFILL FOR 20 OPENINGS APP. 12"x12". Utility & Miscellaneous PROVIDE SLEEVES AND FIRESTOP FOR 40 PIPE PENETRATIONS. Accessory Occupancy: Assembly A-1 A-2 (Cafeteria) A-3 (Gym) A-4 A-5 Business (Admin Offices) Educational EXISTING EXIT EXISTING EXIT Factory F-1 Moderate F-2 Low EXIT WIDTH: 32" EXIT WIDTH: 64" Hazardous H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM EXIT CAPACITY: 160 EXIT CAPACITY: 320 Life Safety Plan Notes Institutional I-1 I-2 I-3 I-4 EXIT LOAD: 13 EXIT LOAD: 165 I-3 Use Condition 1 2 3 4 5 1. DINING ROOM WILL BE OCCUPIED DURING Mercantile CONSTRUCTION; MAINTAIN SAFE EGRESS PATHS AT ALL Residential R-1 R-2 R-3 R-4 DINING ROOM EXITS. CONSTRUCT TEMPORARY BARRIER Storage S-1 Moderate S-2 Low High Piled PH EXISTING COMMON PATH Parking Garage Open Closed Repair Garage MAXIMUM 29' WALL PRIOR TO COMMENCING KITCHEN DEMOLITION. Utility & Miscellaneous RELOCATED INTERIOR 2. ALL WORK IN LOBBY, DINING AND OCS CLASSROOM (a) Per NCBC 303.1 Exception 4, Assembly areas that are accessory to Group E are not considered separate occupancies. CLASSROOM DOOR OCS CLASSROOM SHALL BE SCHEDULED DURING PERIODS WHEN SCHOOL EXIT WIDTH: 32" (VOCATIONAL) IS NOT IN SESSION. COORDINATE ALL SUCH WORK ALLOWABLE AREA: UL PER TABLE 503, E OR A-2 OCCUPANCIES. EXISTING AREA UNCHANGED. EXIT CAPACITY: 160 1,360 SF WITH THE SCHOOL ADMINISTRATOR. ALLOWABLE HEIGHT: 5 STORY, 160' PER TABLE 503. EXISTING HEIGHT UNCHANGED. EXIT LOAD: 13 OCCUP 28 TRAVEL 26' 45 FIRE PROTECTION REQUIREMENTS EXISTING EXIT Building Element Fire Rating Detail # Design # Design # Design # EXIT WIDTH: 32" Separation Req'd. Provided and for Rated for Rated for Rated OFFICE EXIT CAPACITY: 160 Distance (W/ * Sheet # Assembly Penetration Joints 75 SF EXIT LOAD: 12 (Feet) Reduction) OCCUP 1

Structural Frame, FIRE BARRIER TRAVEL 32'

2 Typ, EXISTING 1 HOUR 3 Exist. Typ., including columns, girders, 1 Roof 2 Roof Only trusses (a) NEW 1 HOUR FIRE EXISTING 1 HOUR Bearing Walls BARRIER FIRE BARRIER

Exterior at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, North > 30' 2 2 Existing East > 30' 2 2 Existing West > 30' 2 2 Existing COMMON EXISTING FLOOR PATH South > 30' 2 2 Existing ABOVE WORK AREA IS 2-HOUR RATED Interior N/A CONSTRUCTION. NOT A Nonbearing Walls and ALL PENETRATIONS EXISTING LOBBY REQUIRED Partitions 20 SHALL BE RATED EXIT Exterior walls ACCORDINGLY North N/A PARTITION DINING SEE NOTE #2 7,365 SF East > 30' 0 0 NEW FIRE 1 HOUR KITCHEN West N/A OCCUP 491 4,805 SF TRAVEL 75' South > 30' 0 0 OCCUP 25 Interior Walls & Partitions 0 0 CONTINUOUS FROM FLOOR TO DECK ABOVE TRAVEL 75' Floor Construction PH EXISTING PH EXISTING including supporting 2 2 Existing

beams and joists (b) TEMPORARY - BARRIER STUD WALL, DRYWALL AT DINING SIDE, NEW EXIT Roof Construction EXIT WIDTH: 40" including supporting 1 1-1/2 Existing EXIT CAPACITY: 200 beams and joists RECONFIGURED LOBBY EXIT EXISTING EXIT EXIT LOAD: 13 EXIT WIDTH: UNCHANGED: (2) x 64" EXIT WIDTH: 64" Shaft Enclosures - Exit N/A EXIT CAPACITY: 640 EXIT CAPACITY: 320 Shaft Enclosures - Other N/A U529 (d) (e) EXIT LOAD: 161 EXIT LOAD: 161 Corridor Separation 1 1 U419 (c) (e)

Occupancy Separation N/A COMMON Party/Fire Wall Separation 2 2,3,4 Exist. PATH Smoke Barrier Separation 1 1 Existing Building Code Summary, Tenant/Dwelling Unit Separation N/A PH EXISTING Incidental Use Separation N/A Life Safety Plan * Indicate section number permitting reduction. (a) Required fire resistance rating of roof may be reduced by 1 hour per Table 601, note a. EXISTING EXIT (b) Existing floor is sand-lightweight concrete with minimum thickness of 4 inches, complies with Table 721.2.2.1 for 2 hour rating. EXIT WIDTH: 64" C DES

ED A IT URA

R RC U RC L S (d) Refer to Sheet A3.1 for full description of this UL Assembly. M H A C EXIT LOAD: 165 E T O T I D R T S T E P I E C R O U (e) Refer to PME sheets for penetration assemblies. R G C E T A E D E S T T I I

T O R G I I

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1 Life Safety/Rated Assemblies Plan - 1st Floor C 50382

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H O TH OL

SCALE: 3/32" = 1'-0" H C AR A CAR N. S H C PLAN E N V IL L E EVILLE NORTH T0.2 and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and BXUV.U419 - Fire-resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.U419&ccnshorttitle=Fire-resistance+Ratings... horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and andnumber fastened of layersto the forsteel the studs 2 hr, as 3 describedhr and 4 hr in ratinItemgs 6. are Vert asical follows joints: centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints

and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR,

1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, steel, attached to floor and ceiling with fasteners 24 in. SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE

OC. max. USG BORAL DRYWALL SFZ L L C— 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE TM CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, TELLING INDUSTRIES L L C — TRUE-TRACK STEEL INVESTMENT GROUP L L C — AlphaSTUD USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP- SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with 2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or Design No. U419 SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE in. OC max. assembly height. Spaced 24 in. OC max. both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs BXUV.U419 TM USGItem BORAL 2A, (not DRYWALL to be used SFZ with L L Item C— 1/23) - in.Nom Type 5/8 C; or 5/8 3/4 in. in. Types may beC, usedSCX, asSGX, alternate ULTRACODE to all 5/8 or 3/4 in. TELLING INDUSTRIES L L C — Viper25 Track RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with USGshown MEXICO in Item S A5, DE Wallboard C V — 1/2 Protection in. thick on Type Each C, Side IP-X2, of WallIPC- ARtable. or; Nom5/8 in.5/8 thick or 3/4 Type in. AR,thick C, lead IP-AR, backed IP- Fire-resistance Ratings - ANSI/UL 263 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 X1,gypsum IP-X2, panelsIPC-AR, with SCX, beveled, SHX, or; square 3/4 in. or thicktapered Types edges, IP-X3 applied or ULTRACODE vertically. Vertical joints centered over 20 studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 5H.MSG Gypsum steel studs Board* and — staggered (Not Shown) min —1 stud (As ancavity alternate on opposite to Item sides 5 when of studs. used Wallboardas the base secured layer on to one studs or lengths than assembly height. Spaced 24 in. OC max. with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. TM both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Page Bottom TELLING INDUSTRIES L L C — Viper20 Track OEG BUILDING MATERIALS — OEG Stud ItemGypsum 2A, (not board to besecured used withto 20 Item MSG 3) steel - Nom studs 5/8 Item or 3/4 2B in. with may 1- 1/4be used in. long as alternateType S-12 to steel all 5/8 screws or 3/4 spaced in. 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with shown8 in. inOC Item at perimeter 5, Wallboard and Protection12 in. OC inon the Each field. Side For of JointWall Compoundtable. Nom see5/8 Itemor 3/4 5. in. To thick be used lead with backed Lead Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, gypsumBatten panels Strips with(see beveled,Item 11A) square or Lead or taperedDiscs (see edges, Item applied 12A). vertically. Vertical joints centered over 20 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, Design/System/Construction/Assembly Usage Disclaimer fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in MSGMAYCO steel studsINDUSTRIES and staggered INC — min Type 1 stud X-Ray cavity Shielded on opposite Gypsum sides of studs. Wallboard secured to studs STEEL INVESTMENT GROUP L L C — AlphaTRAK lengths than assembly heights. with5I. 1 Gypsum-1/4 in. long Board* Type —S -(As12 steelan alternate screws spacedto Item 8 5) in. — OC Nom. at perimeter 5/8 in. thick and gypsum 12 in. OC panels in the with field. beveled, Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv in Item 5. Authorities Having Jurisdiction should be consulted before construction. Batten Strips (see Item 11A) or Lead Discs (see Item 12A). steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft CGC INC — Type ULX Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) BXUV.U419 - Fire-resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.U419&ccnshorttitle=Fire-resistance+Ratings...MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult theRONDO general BUILDINGGuide Information SERVICES for each PTY product LTD —category Rondo andWall Track UNITED STATES GYPSUM CO — Type ULX complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied 5I. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. USG MEXICO S A DE C V — Type ULX 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated Only products which bear UL's Mark are considered Certified. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head in 5J.Item Gypsum 5. Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or attached to floor and ceiling with fasteners spaced 24 in. OC max. 4A. Batts and Blankets* — (Optional) — Placeddiam. in stud of cavities, 0.292 any glassin. fiberat maximumor mineral wool insulation6 in. OC. bearing in the the UL Classification perimeter Marking and as to12 Surface in. BurningOC. in Characteristics the field. and/or When Fire Resistance. used, gypsum both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel CGC INC — Type ULX See Batts and Blankets (BKNVpanels or BZJZ) attachedCategories for namesover of OSB Classified or companies. plywood panels and fastener lengths for gypsum panels increased by min. studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, OEG BUILDING MATERIALS — OEG Track 1/2 in. UNITED STATES GYPSUM CO — Type ULX BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud 1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with See Batts and Blankets (BKNV4. or Batts BZJZ) Categories and Blankets*for names of Classified — companies.(Required as indicated under Item 5) — Mineral wool batts, friction fitted USGcavity MEXICO on opposite S A DE sides C V of— studs.Type ULX Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws DE

AL SIG R H N ITECTUR U RC AL Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. A S T C gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips D O T between studs and runners. Min nom thickness as indicated under Item 5. C E R R P U E O E R T A D 4C. Fiber, Sprayed* — (Optional) and as an alternate to Batts and Blankets (Item 4B) where insulation is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in S I T 5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or T G I I O

E I

N CERT.NO O

H BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada

C 50382

P 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in.

A accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations.

NO I A RT L N

A H CA RO See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel S H NC EVI LLE OC max. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of New 1-hour rated stud walls shall be constructed per the requirements of this assembly.AMERICAN ROCKWOOL MANUFACTURING,NOTE: LLC — Type Rockwool Alternative Premium Plus assemblies complying with the requirements shown for studsrating Item 2A,and not totype be used of with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, See General Information for Fire-resistanceE C Ratings - ANSI/UL 263 Certified for United States 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool IK OX studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel

ED AR 11/30/18 R M E C H T I IS T E square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud G UL Design Assembly U419 C CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track E T R insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Design Criteria and Allowable Variances2653 screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by

A N I A cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws O N Reprinted from the Online Certifications Directory with permission from UL. construction may submitted for consideration. Refer to the Project Manual, Section 01 6000 for S R C. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) T OL H H CA R Resistance. E N. VI L LE 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems)gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly staggered a min of 12 in. The thickness and numberSee ofBatts layers for and the 1 hr,Blankets 2 hr, 3 hr and (BKNV4 hr ratings areor as BZJZ) follows: Categories for names of Classified companies. have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Design Criteria and Allowable Variances © 2016 UL LLC requirements for substitution requests. required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. height. 4B. Batts and Blankets* — For use withGypsum Item Board 5K.Protection Placed on Each in Sidestud of Wallcavities, any min. 3-1/2 in. thick glass LeadRADIATION batten strips, PROTECTION min 2 in. wide, PRODUCTS max 8 ft longINC with— Type a max RPP thickness - Lead Lined of 0.14 Drywall in. placed on the face of fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — Channel studs5K. andGypsum attache Board*d to the — stud (Not with Shown) construction — (As an adhesive alternate and to Itemtwo 1 5) in. — long Nom. Type 5/8 S in.-12 thick pan gypsumhead steel panels Design No. U419 Resistance. Min No. of Min shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max Stud Layers Thkns of screws,with beveled, one at the square top of or the tapered strip andedges, one applied at the bottomvertically of orthe horizontally. strip. Lead Verticaldiscs, nominal joints centered3/8 in. diam over by See Batts and Blankets (BKNVDepth, or in.BZJZ) Categories for names of Classified& Thkns companies.BXUV.U419 - Fire-resistanceInsulation Ratings - ANSI/UL 263 maxstuds 0.085 and in. staggered thick. Compression one stud cavity fitted on or oppositeadhered sidesover thehttp://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.U419&ccnshorttitle=Fire-resistance+Ratings...of studs. screw Verticalheads. Leadjoints batten in adjacent strips layersand discs to March 06, 2018 of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than Rating, Hr Items 2, 2C, 2D, 2F, 2G, 2O of Panel (Item 4) assembly height. have(multilayer a purity ofsystems) 99.9% stameetingggered the one Federal stud cavity. specification Horizontal QQ- Ljoints-201f, need Grade not "C" be. backed by steel framing. 1 4C. Fiber, 3-1/2Sprayed* — (Optional) and as an alternate to Batts1 layer, and 5/8 in.Blankets thick (Item 4B) where insulationOptional is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a 5K. Gypsum Board* — (Not Shown) — (AsRADIATION anHorizontal alternate to Item edge PROTECTION5) — Nom. joints 5/8 in. andthick gypsumPRODUCTShorizontal panels with butt beveled, INC joints square— Type onor tapered opposite RPP edges, - Lead applied sides Lined vertically of studs Drywallor horizontally. need Verticalnot bejoints staggered. centered over studs and staggered one stud cavity on opposite sides of Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K) 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) — 1 minimum density2-1/2 of 4.0 pcf to completely fill the wall cavity in1 layer,accordance 1/2 in. thick with the application instructi1-1/2 in.onsstuds. Vertical joints in adjacent layers (multilayerHorizontal systems) staggered edge one joints stud cavity. and Horizontal horizontal joints need butt not be joints backed by in steel adjacent framing. Horizontal layers edge (multila joints and horizontalyer systems) butt joints on need opposite not sides be of studs need not be staggered. Horizontal edge joints and Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less horizontal butt joints in adjacent layers (multilayer5K. Gypsum systems) need Board* not be staggered. — (Not The number Shown) of layers — for the(As 1 hr,an 2 hr,alternate 3 hr and 4 hr to ratings Item are as 5) follows: — Nom. 5/8 in. thick gypsum panels 1 supplied with1-5/8 the product. See Fiber, Sprayed (CCAZ). 1 layer, 3/4 in. thick Optional staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on Gypsumopposite Board sides Protection of onstuds. Each Side Vertical of Wall joints in adjacent layers bottom of the wall. For direct attachment of gypsum board only. 2 AMERICAN1-5/8 ROCKWOOL MANUFACTURING, LLC — Type Rockwool2 layers, 1/2 in. Premium thick Plus Optional (multilayer systems) staggered oneMin stud cavity. Horizontal joints need notNo. be of backed by steel framing. Min TM 2 1-5/8 2 layers, 5/8 in. thick Optional CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or Horizontal edge joints and horizontalStud butt joints on opposite sides of studsLayers need not be staggered. Thkns of Depth, in. & Thkns Insulation TM 2 horizontally.3-1/2 Vertical joints centered over studs and staggered1 layer,one 3/4 stud in. thick cavity on opposite sides of3 in.studs. CRACO MFG INC — SmartStud25 Rating,Horizontal Hr edge joints and horizontalItems 2 through butt 2O joints in adjacent layers (multilaofyer Panel systems) need not be (Item 4B) Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need TM 3 1-5/8 3 layers, 1/2 in. thick Optional staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25 not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs 1 UNITED STATES3-5/8 GYPSUM CO — 5/8 in. thick Type ULIX1 layer, 5/8 in. thick 3-1/2 in. TM 3 1-5/8 2 layers, 3/4 in. thick Optional FUSION BUILDING PRODUCTS — Viper25 need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional TM systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr IMPERIAL MANUFACTURING GROUP INC — Viper25 3 1-5/8 3 layers, 5/8 in. thick Optional 4 ratings are1-5/8 as follows: 4 layers, 5/8 in. thick Optional 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. UNITED STATES GYPSUM CO — 5/8 in. thickUNITED Type ULIX STATES GYPSUM CO — 5/8 in. thick Type ULIX thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. 4 2-1/2 2 layers, 3/4 in. thick 2 in. 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20 TM CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;CGC WRC, INC 5/8 in. — thick 1/2 Type in. AR, thickC, IP-AR, Type IP-X1, IP-X2,C, IP IPC-AR,-X2 SCX,or IPC SHX,- WRXAR; or WRC,WRC; 3/4 5/8in. thick in. Types thick IP-X3 Type or ULTRACODE AR, C, IP-AR, IP-X1, IP-X2, 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, BXUV.U419 - Fire-resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.U419&ccnshorttitle=Fire-resistance+Ratings... spaced 8 in. OC when panels are applied horizontally,panels orto 8 in.studs OC along (Item vertical 2)and bottomor furring edges and channels 12 in. OC in the(Item field when 7). panels Single are applied layer vertically. systems: Two layer systems: 1 in. longFirst layer- for 1 in.1/2 long and for 1/2 5/8 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick TM IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20 panels, spaced 16 in. OC. Second layer- 1-5/8in. in. thick long for panels 1/2 in., 5/8 or in. 1thick-1/4 panels in. or 2-1/4long in. for long 3/4for 3/4 in. in. thickthick panels, panels, spaced 16 spaced in. OC with 8screws in. offsetOC 8when in. from panelsfirst layer.Three-layer are applied systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer TM UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, FUSION BUILDING PRODUCTS — Viper20 systems: First layer- 1 in. long for 1/2 in.,horizontally, 5/8 in. thick panels, spacedor 8 24in. in. OC OC. Secondalong layer- verti 1-5/8cal in. longand for bottom 1/2 in., 5/8 edgesin. thick panels, and spaced 12 in. 24 in.OC OC. inThird the layer field- 2-1/4 whenin. long for panels 1/2 in. thick are panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or OC. Fourth layer- 2-5/8 in. long for 1/2 in. appliedthick panels orvertically. 3 in. long for 5/8Two in. thick layer panels, systems:spaced 12 in. OC. First Screws layeroffset min- 16 in.in. from long layer forbelow. 1/2 and 5/8 in. thick panels or 1-1/4 in. IMPERIAL MANUFACTURING GROUP INC — Viper20 TM USG BORAL DRYWALL SFZ LLC — 1/2 in. TypeULTRACODE C; 5/8 in. Types C, SCX, SGX, ULTRACODE 7. Furring Channels — (Optional, Not Shown,long for forsingle 3/4 or double in. layerthick systems) panels, — Resilient spaced furring channels16 in. fabricated OC. Second from min 25 layer MSG corrosion-protected- 1-5/8 in. steel,long spaced for vertically1/2 in., a max 5/8 of 2in.4 in. thickOC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as USG BORAL DRYWALL SFZ L L C — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first 7A. Framing Members* — (Optional on onelayer. or bothThree sides, not- shown,layer for systems: single or double layerFirst systems) layer —- As 1 an in. alternate long to forItem 1/27, furring in., channels 5/8 andin. Steel thick Framing panels, Members spaced as described 24 below in.: OC. indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. USG MEXICO S A DE C V — 1/2 in. thick TypeUSG C, IP-X2, MEXICO IPC-AR or WRC; S A5/8 DE in. thick C TypeV — AR, 1/2 C, IP-AR, in. IP-X1,thick IP-X2, Type IPC-AR, C, SCX,IP- SHX,X2, WRX, IPC WRC-AR or; or 3/4 WRC;in. thick Types5/8 IP-X3 in. orthick ULTRACODE Type AR, C, IP-AR, a. Furring Channels — FormedSecond of No. 25layer MSG galv- 1 steel.-5/8 2-9/16 in. in.lo ngor 2-23/32 for 1/2 in. wide in., by 7/85/8 in. deep,in. thickspaced max.panels, 24 in. OC spaced perpendicular 24 to in. studs. OC. Channels Third secured layer to studs- 2 as-1/4 described in. inlong Item b. Gypsum board attached to furring IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE channels as described in Item 6. Not for use with Item 5A. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud b. Steel Framing Members*min — Used6 in. to attachfrom furring layer channels below. (Item 7Aa)Four to studs-layer (Item 2).systems: Clips spaced max. First 48 in. layer OC. RSIC-1- 1 in.and RSIC-1long (2.75) for 1/2clips secured in., 5/8to studs in. with thick No. 8 x panels,1-1/2 in. minimum self-drilling, S-12 steel screw through 1 of 11 CONSOLIDATED FABRICATORS CORP, BUILDING6/19/18 PRODUCTS 12:03 PM DIV — Type SUPREME Framing channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. System 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System described in Item 6. Screws offset min 6 in. from layer below. 7 of 11 7B. Framing Members* — (Optional, Not Shown) 6/19/18— As an 12:03alternate PM to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board UNITED METAL PRODUCTS INC — Type SUPREME Framing System as the outer layer to one side of the assembly. Secured as described in Item 6. attached to furring channelschannels as described infabricated Item 5. Not for usefrom with Itemmin 5A. 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items CGC INC — Type SHX. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels arewith friction Item fitted into5A clips.. 5F or 5G or 5I or 5K only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, UNITED STATES GYPSUM CO — Type FRX-G, SHX. KINETICS NOISE CONTROL7A. INC Framing — Type Isomax Members* — (Optional on one or both sides, not shown, for single or double layer systems) fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. USG MEXICO S A DE C V — Type SHX. Studs to be cut 3/4 in. less than assembly height. — As an alternate to Item 7, furring channels and Steel Framing Members as described below: 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or 7C. Framing Members* — (Not Shown) — (Optional a.on oneFurring or both sides, Channels not shown, for —single Formed or double layerof No.systems) 25 — MSGAs an alternate galv tosteel. Item 7, 2furring-9/16 channels in. andor Steel2-23/32 Framing Membersin. wide as d escribedby 7/8 below: in. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel a. Furring Channels — Formed of No.deep, 25 MSG galvspaced steel. 2-3/8 max. in. wide 24 by in. 7/8 OCin. deep, perpendicular spaced max. 24 in. OCto perpendicularstuds. Channels to studs. Channels secured secured toto studs studs as described as described in Item b. Gypsum in board attached to furring channels as described studs Item 2A, (not to be used with Item 3) — Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in Item 6. Not for use with Item 5A. DMFCWBS L L C — ProSTUD Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. b. Steel Framing Members* — Used5A to attach. furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center MBA METAL FRAMING — ProSTUD thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints grommet. Furring channels are friction fitted into clips. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). RAM SALES L L C — Ram ProSTUD centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to PLITEQ INC — Type GENIECLIP Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped 7D. Steel Framing Members* — (Optional on one orclips both sides, secured not shown, to for studs single or withdouble layerNo. systems) 8 x 9/16 — Furring in. channels minimum and Steel self Framing-drilling, Members asS described-12 steel below: screw through the 12). steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min a. Furring Channels — Formed of No.center 25 MSG galv hole. steel. FurringSpaced 24 in. channels OC perpendicular are to frictionstuds. Channels fitted secured into to studs clips. as described RSIC in- 1Item and b. Ends RSIC of adjoining-V clips channels for overlapped use with 6 in. 2and- tied together with double strand of No. 18 bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. RAY-BAR ENGINEERING CORP — Type RB-LBG 9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide 5C. Gypsum Board* — (For Use With Item 2B) — Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, furring channels. SUPER STUD BUILDING PRODUCTS — The Edge 10 of 11 6/19/18 12:03 PM Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC systems, furring channels and Steel Framing Members on only one side of studs as described below: height. starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 — Channel1. Floor shaped, and Ceiling fabricated Runners from min — (Not25 MSG Shown) corrosion-protected — For use with steel, Item min 2 — depth Channel to accommodate shaped, fabricated stud size, from with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. STUDCO BUILDING SYSTEMS — CROCSTUD max. min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, not penetrate through both the stud and the track at the same time. Vertical joints are to be centered Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as attached to floor and ceiling with fasteners 24 in. OC max. 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 1A. Framing Members* — Floor and Ceiling Runner — Not Shown — In1A. lieu Framing of Item Members*1 — For use with— Floor Item and2B, proprietaryCeiling Runner channel — shaped Not Shown runners, — In3-5/8 lieu in. of deepItem attached 1 — For touse floor with and ceiling with fasteners 24 in.min. OC 0.015max. in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws 5. Not for use with Item 5A. Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 3/4 in. less than assembly height. spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track 24 in. OC max. TM from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and TELLING INDUSTRIES L L C — TRUE-STUD (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25 TM Track bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into 2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) TM through both the stud and the track at the same time. All horizontal joints are to be backed as outlined clips. CRACO MFG INC — SmartTrack25 — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less CRACO MFG INC — SmartTrack25™ under section VI of Volume 1 in the Fire Resistive Directory. TM KINETICS NOISE CONTROL INC — Type Isomax MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25 Track than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the CGC INC — Type SCX. TM bottom of the wall. For direct attachment of gypsum board only. 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or FUSION BUILDING PRODUCTS — Viper25 Track UNITED STATES GYPSUM CO — Type SCX, SGX. double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as IMPERIAL MANUFACTURING GROUP INC — Viper25 TM Track TELLING INDUSTRIES L L C — Viper25 TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track USG BORAL DRYWALL SFZ L L C — Type SCX described below: 1B. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped USG MEXICO S A DE C V — Type SCX. a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or FUSION BUILDING PRODUCTS — Viper25™ Track board attached to furring channels as described in Item 6. Not for use with Item 5A. TM horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20 Track TELLING INDUSTRIES L L C — Viper20 TM b. Steel Framing Members* — Used to attach furring channels (Item 7Ca) to studs (Item 2). TM CGC INC — Type USGX. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20 Track 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self- UNITED STATES GYPSUM CO — Type USGX. TM shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track FUSION BUILDING PRODUCTS — Viper20 Track TM 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. USG BORAL DRYWALL SFZ L L C — Type USGX. IMPERIAL MANUFACTURING GROUP INC — Viper20 Track PLITEQ INC — Type GENIECLIP USG MEXICO S A DE C V — Type USGX. 1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel EB METAL INC — NITROSTUD 7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or systems) — Furring channels and Steel Framing Members as described below: 1B. Framing Members* — Floor and Ceiling Runner — Not Shown — Inshaped, lieu of attachedItem 1 — toFor floor use andwith ceilingItem 2C, with proprietary fasteners channel 24 in. shapedOC. max runners,. 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. 2L.thick Fr galvaming steel Members*, attached to — floor Steel and Studs ceiling — with As an alternate to Item 2 — For use with Item 1, channel both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel fasteners spaced 24 in. OC max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to System OLMAR SUPPLY INC — PRIMESTUD 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. furring channels as described in Item 6. Not for use with Item 5A. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel b. Steel Framing Members* — Used to attach furring channels (Item 7Da) to studs. Clips spaced field. SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. center hole. Furring channels are friction fitted into clips. TM 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour UNITED METAL PRODUCTS INC — Type SUPREME Framing System MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the 7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer FUSION BUILDING PRODUCTS — Viper20™ Track 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel steel studs with 1 in. long Type S screws spaced 8 in. systems) — Furring channels and Steel Framing Members as described below: from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and long legs, attached to floor and ceiling with fasteners 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height. staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. spaced max 24 in. OC. Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track STEEL INVESTMENT GROUP L L C — AlphaSTUD UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached USG BORAL DRYWALL SFZ L L C— 5/8 in. thick Type SCX, SGX use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal 2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel to furring channels as described in Item 6. Not for use with Item 5A and 5E. thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced assembly height. Spaced 24 in. OC max. with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK BXUV.U419 - Fire-resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.U419&ccnshorttitle=Fire-resistance+Ratings...48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered hole. Furring channels are friction fitted into clips. 2 of 11 DMFCWBS L L C — ProTRAK RONDO BUILDING SERVICES PTY LTD — Rondo6/19/18 Lipped 12:03 Wall StudPM one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) REGUPOL AMERICA — Type SonusClip MBA METAL FRAMING — ProTRAK 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steelUSG BORAL DRYWALL SFZ LLC — 5/8 in. thickstaggered Type SCX, SGX one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and RAM SALES L L C — Ram ProTRAK joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound lengths than assembly height. Spaced 24 in. OC max. 5G. Gypsum Board* — (As an alternate to Itemhorizontal 5) — For use withbutt Items joints 1E and in 2E only,adjacent Gypsum panelslayers with (multilayerbeveled, square or systems)tapered edges, appliedstaggered vertically ora horizontally,min of 12 as specified in. The in the thickness table below and and fastened to the steel studs as described in Item 6. STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontalover all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels OEG BUILDING MATERIALS — OEG Stud butt joints on opposite sides of studs need notnumber be staggered. of Horizontal layers edge for joints the and 2 horizontal hr, 3 butthr jointsand in 4 adjacent hr ratin layersgs (multilayer are as systems) follows staggered: a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with are supplied with a square edge.

Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, Gypsum Board Protection on Each Side of Wall 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or long legs fabricated from min 0.015 in. (min bare metal proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in and fastened to the steelMin Stud studs as described in Item 6. VertNo. ofical Layers joints centered over studs and staggeredMin Thkns of thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. Rating, Depth, in. & Thickness Insulation attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) lengths than assembly heights. Hr Item 2E of Panel (Item 4) each sixth course of brick. at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, SUPER STUD BUILDING PRODUCTS — The Edge staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints 2 1-5/8 2 layers, 1/2 in. thick Optional 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X andCGC h INCorizontal — 1/2 butt in. jointsthick Typeon opposite C, IP-X2 sides or IPC of -studsAR;, 5/8need in. not thick be Typestaggered. AR, C, Horizontal IP-AR, IP -edgeX1, IP joints-X2, IPCand- AR, 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft 2 horizontalSCX, SHX, 1-5/8 buttor; 3/4joints in. inthick adjacent Types layers IP-X32 layers, (multilayeror 5/8ULTRACODE in. thick systems) staggered a min of 12 in.Optional The thickness and partition perimeter for sound control. in. OC max. wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) 3 numberUNITED of STATES 1-5/8layers for GYPSUM the 2 hr, CO 3 —hr 1/2and3 layers, in.4 hr thick 1/2 ratin in. thickTypegs are C, asIP -followsX2, IPC: -AR or; 5/8 in. thickOptional Type SCX, SGX, UNITED STATES GYPSUM CO — Type AS complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE STUDCO BUILDING SYSTEMS — CROCSTUD Track complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied 3 1-5/8 3 layers, 5/8 in. thick Optional 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud USG BORAL DRYWALL SFZ L L C— 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv 4 1-5/8 4 layers, 5/8 in. thick Optional max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP- from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum 4 1-5/8 4 layers, 1/2 in. thick Optional and fabricated from min 0.018 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead max 24 in. OC. 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or 1/2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20 TM Track VT100. SCX,both sidesSHX, ofor; wall 3/4 when in. thick 5/8 Typesor 3/4 IP in- X3thick or productsULTRACODE are specified. For direct attachment only to steel studs 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE joints. TM UNITED STATES GYPSUM CO — 1/2 in. thickItem Type C, 2A, IP-X2, (not IPC-AR to or; be5/8 in.used thick Typewith SCX, Item SGX, SHX, 3) IP-X1,- Nom AR, C,5/8 , FRX-G, or IP-AR,3/4 in.IP-X2, may IPC-AR, be ULIX; used 3/4 in. as thick alternate Types IP-X3 orto ULTRACODE all 5/8 or 3/4 in. FUSION BUILDING PRODUCTS — Viper20 Track VT100 between studs and runners. Min nom thickness as indicated under Item 5. UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 IMPERIAL MANUFACTURING GROUP INC — Viper20 TM Track VT100 SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with USG BORAL DRYWALL SFZ LLC — 1/2 in. TypeUSG C; 5/8 BORAL in. Types C, DRYWALL SCX, SGX, ULTRACODE SFZ L L C— 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE 1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool USGMSG BORALsteel studs DRYWALL and staggered SFZ L minL C— 1 1/2stud in. cavity Type on C; opposite 5/8 in. Types sides C,of studs.SCX, SGX, Wallboard ULTRACODE secured to studs two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire USGwith 1MEXICO-1/4 in. longS A DEType C SV- 1—2 1/2steel in. screws thick Typespaced C, 8IP in.-X2, OC IPC at- perimeterAR or; 5/8 and in. thick12 in. Type OC inAR, the C, field. IP-AR, IP- of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE steel, attached to floor and ceiling with fasteners 24 in. Resistance. X1,Gypsum IP-X2, board IPC- securedAR, SCX, to SHX, 20 MSG or; 3/4steel in. studs thick Item Types 2B IP with-X3 or1- 1/4ULTRACODE in. long Type S-12 steel screws spaced batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at OC. max. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5H.8 in. Gypsum OC at perimeter Board* and— (Not 12 in.Shown) OC in —the (As field. an alternateFor Joint Compoundto Item 5 when see Item used 5. as To the be base used layer with onLead one or 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 orremaining stud locations. TM bothBatten sides Strips of wall(see whenItem 5/811A) or or 3/4 Lead in thickDiscs products(see Item are 12A) specified.. For direct attachment only to steel studs TELLING INDUSTRIES L L C — TRUE-TRACK 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass3/4 in. may be used as alternate to all 5/8 or 3/4both in. shown sides in Item of 5,wall Wallboard when Protection 5/8 onor Each 3/4 Side in of thickWall table. products Nom 5/8 or 3/4are in. specified.thick lead backed For gypsum direct panels attachmentwith beveled, square only or tapered to steeledges, applied studs vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity onItem opposite 2A, sides (notof studs. to Wallboard be used secured with to studs Item with 1-1/43) -in. Nom long Type 5/8 S-12 or steel 3/4 screws in. spaced may 8 in.be OC used at perimeter as alternateand 12 in. OC in to the allfield. 5/8 Gypsum or board 3/4 secured in. to 20 MSG steel studs Item 2B with 1-1/4 in.12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire ItemMAYCO 2A, INDUSTRIES (not to be used INC with — Item Type 3) X --Ray Nom Shielded 5/8 or 3/4Gypsum in. may be used as alternate to all 5/8 or 3/4 in. long Type S-12 steel screws spaced 8 in. OC atshown perimeter inand Item12 in. OC 5, in theWallboard field. For Joint Protection Compound see Item on 5.Each To be usedSide with of Lead Wall Batten table. Strips (see Nom Item 11A) 5/8 or orLead 3/4 Discs in.(see Itemthick 12A). lead backed batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 Resistance. shown5I. Gypsum in Item Board* 5, Wallboard — (As Protectionan alternate on to Each Item Side 5) —of Nom.Wall table. 5/8 in. Nom thick 5/8 gypsum or 3/4 panelsin. thick with lead beveled, backed MAYCO INDUSTRIES INC — Type X-Ray Shieldedgypsum Gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick in. OC max. gypsumsquare or panels tapered with edges beveled, instal squareled as describedor tapered in edges, Item 5.applied Steel vertically.stud minimum Vertical depth joints shall centered be as indicated over 20 See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the TELLING INDUSTRIES L L C — Viper25 TM Track in Item 5. 4C. Fiber, Sprayed* — (Optional) and as an alternate to Batts and Blankets (Item 4B) where insulation5I. Gypsum Board* — (As an alternate to Itemwith 5) — 1Nom.-1/4 5/8 in.in. thick long gypsum Type panels S -with12 beveled, steel square screws or tapered spaced edges installed 8 in. asOC described at perimeter in Item 5. Steel and stud minimum 12 in. depth OC shall in bethe as indicatedfield. in Item 5. screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade CGC INC — Type ULX "C". 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a CGC INC — Type ULX Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions 8UNITED in. OC atSTATES perimeter GYPSUM and 12 CO in. —OC Type in the ULX field. For Joint Compound see Item 5. To be used with Lead 12A. Lead Discs — (Not Shown, for use with Item 5H) — Max 5/16 in. diam by max 0.140 in. thick lead in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. supplied with the product. See Fiber, Sprayed (CCAZ). Batten Strips (see Item 11A) or Lead Discs (see Item 12A). discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX TM the Federal Specification QQ-L-201f, Grades "B, C or D". TELLING INDUSTRIES L L C — Viper20 Track AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus MAYCO5J. Gypsum INDUSTRIES Board* — INC (Not — Shown) Type X —-Ray (As Shielded an alternate Gypsum to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or USG MEXICO S A DE C V — Type ULX 5I. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. squarestuds Item or tapered 2A, not edges to be instalused ledwith as Item described 3). Nom in Item5/8 in. 5. thickSteel lead stud backed minimum gypsum depth panels shall bewith as beveled,indicated min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need insquare Item or5. tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud 5J. Gypsum Board* — (Not Shown) — (As ancavity alternate onto Item opposite 5 when used sides as the base of layerstuds. on one Wallboard or both sides of securedwall when 1/2 to in. orstuds 5/8 in thickwith products 1-1/4 are specified,in. long For Typedirect attachm S-12ent steelonly to steelscrews studs Item 2A, not to be used with Item 3). Nom 5/8 thein. strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studsthick lead backed gypsum panels with beveled,CGC square INCor tapered — edges,Type applied ULX vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum STEEL INVESTMENT GROUP L L C — AlphaTRAK panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — thickness of 0.14 in. placed on the face of studsUNITEDrequired and attached behind STATESto the stud verticalwith GYPSUM construction joints adhesive CO of — leadand Type two backed 1 in. ULX long Type gypsum S-12 pan headwallboard steel screws, and one at optional the top of the at strip remaining and one at the bottomstud oflocations. the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in.batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv USGLead MEXICObatten strips, S A DEmin C 2 V in. — wide, Type maxULX 8 ft long with a max thickness of 0.14 in. placed on the face of remaining stud locations. ratings are as follows: RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 5J.studs Gypsum and attache Board*d to —the (Not stud Shown) with construction — (As an alternate adhesive to and Item two 5 1when in. long used Type as the S- 12base pan layer head on steel one or 14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studsmax 0.085 Item 2A,in. thick. not to Compression be used with fitted Item or3). adhered Nom 5/8 over in. thethick scr leadew heads.backed Leadgypsum batten panels strips with and beveled, discs to stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For 9 of 11 squarehave a purityor tapered of 99.9% edges, meeting applied the vertically. Federal Verticalspecification joints QQ centered-L-201f, over Grade studs "C" and. staggered min 1 stud penetrate6/19/18 12:03 the PM steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L- use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, cavityRADIATION on opposite PROTECTION sides of studs. PRODUCTS Wallboard INC secured — Type to RPPstuds - Leadwith Lined1-1/4 Drywallin. long Type S-12 steel screws 201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. UL Assemblies attached to floor and ceiling with fasteners spaced 24 in. OC max. IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE gypsum5K. Gypsum panel Board* steel screws — (Not spaced Shown) 8 in. — OC (As at an perimeter alternate and to Item 12 in. 5) OC — inNom. the 5/8field. in. Lead thick batten gypsum strips panels * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, OEG BUILDING MATERIALS — OEG Track requiredwith beveled, behind square vertical or taperedjoints of edges,lead backed applied gypsum vertically wallboard or horizontally. and optional Vertical at remaining joints centered stud locations. over employing the UL or cUL Certification (such as Canada), respectively. SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of 1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers Last Updated on 2018-03-06! ULTRACODE studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel DE

Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. KE CO AL SIG screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by H N screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by I X R ECT

USG BORAL DRYWALL SFZ L L C — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. ED A IT URA

25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. R RC U RC L S M H A C max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to E T O max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to T I D R T Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be S T E P OC max. USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, I E C R O U R have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". G C E have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". T A E D staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: E S T T I IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE I T O R G I I

E N CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track CERT.NO O RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall R

When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud 2653 H

P C 50382

5K. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels

2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as A A

depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels R

depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels N 11/30/18

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indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over S R N C. Sheet N I A T L OR N

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height. studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers H C AR A CAR N. S H C (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. E N (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. V E EVILLE 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — Channel HorizontalUNITED STATES edge joints GYPSUM and horizontal CO — 5/8 butt in. jointsthick Typeon opposite ULIX sides of studs need not be staggered. IL L shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be T0.3 of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: assembly height.

2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) —

Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25 TM CRACO MFG INC — SmartStud25 TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25 TM FUSION BUILDING PRODUCTS — Viper25 TM IMPERIAL MANUFACTURING GROUP INC — Viper25 TM

2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20 TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20 TM FUSION BUILDING PRODUCTS — Viper20 TM IMPERIAL MANUFACTURING GROUP INC — Viper20 TM DE

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A N I A O N S R C. T OL H H CA R E N. VI L LE Demolition Plan Legend

DENOTES AREA OF TERRAZZO, TILE, EXISTING TO REMAIN U.O.N. AREA OF RENOVATIONS UNDERLAYMENT & SETTING BED TO BE REMOVE ALL INTERIOR WALLS & PARTITIONS REMOVED. EXISTING SLAB TO REMAIN. COLUMNS TO REMAIN SEE GENERAL NOTE 6.

COORDINATE (2) 4" CORINGS DENOTES AREA OF FINISH FLOOR, THROUGH SLAB BY PLUMBING SETTING BED & SLAB TO BE REMOVED SUBCONTRACTOR REMOVE ALL MATERIALS TO A DEPTH OF 10" BELOW FINISHED FLOOR DENOTES EXISTING WALL TO BE REMOVED DENOTES EXISTING WALL TO REMAIN ITEMS SHOWN IN DASHED LINES ARE EXISTING TO BE REMOVED, TYPICAL

EXISTING OCS 22 DENOTES DOOR TO BE SAVED FOR REUSE CLASSROOM REMOVE EXISTING KITCHEN EQUIPMENT THIS EXISTING SUSPENDED SLAB AREA OVER CRAWL SPACE TO REMAIN REMOVE PORTION OF EXISTING EXISTING TERRAZZO WALL AS REQUIRED FOR NEW METAL STRIP REMOVE EXIST. FINISH FLOOR & DOOR AND FRAME. SEE 2/D1.1 SETTING BED General Notes FOR RETROFIT LINTEL. EXISTING SEE GENERAL NOTE 6 SERVING ROOM REMOVE EXISTING WALL 1. REFER TO PME DRAWINGS FOR ADDITIONAL TO DECK ABOVE EXISTING DEMOLITION AND FOR AREAS OF REQUIRED EXISTING KITCHEN REMOVE EXIST. EXCAVATION AT NEW UTILITY TRENCHES. OFFICE DOOR, SCREEN DOOR REMOVE EXISTING WALK-IN & FRAME 2. REMOVE ALL INTERIOR WALLS AND ASSOCIATED FREEZER/COOLERS DOORS & FRAMES WITHIN EXISTING KITCHEN AND I.S.S. ROOM. EXISTING CONCRETE COLUMNS SHALL REMAIN. REMOVE ALL TILE FACINGS AT COLUMNS AND WALLS TO REMAIN. 3. REMOVE ALL APPLIANCES, FIXTURES AND EQUIPMENT IN REMOVE PORTION OF DESIGNATED AREA OF RENOVATIONS. REFER TO K1.1 FOR REMOVE EXISTING EXIST. WALL FROM BASE STOREFRONT REMOVE ALL EXIST. OF LOUVER ABOVE TO 8" EQUIPMENT TO BE SALVAGED AND REUSED IN NEW PANELS & DOOR ACCORDION PARTITIONS & BELOW SLAB, WIDTH AS KITCHEN. THIS SIDE OF TRACKS REQUIRED FOR NEW * OFFICE, OCS 4. REFER TO REFLECTED CEILING PLAN, SHEET A3.1 FOR DOOR & FRAME. AREA OF EXISTING CEILING TO REMAIN AT DINING ROOM, CLASSROOM SEE 3/D1.1 FOR RETROFIT LINTEL AND FOR "AREA OF NEW CEILING." CAREFULLY REMOVE REMOVE EXISTING EXISTING CEILING TILES AND CEILING FIXTURES WITHIN REMOVE EXIST. LOUVER, THE "AREA OF NEW CEILING." SALVAGE ACOUSTIC TILE PARTIAL HEIGHT REMOVE EXISTING FINISH ABOVE. EXIST. LINTEL TO FLOOR, SETTING BED & FOR REINSTALLATION AT DINING ROOM. SEE ELECTRICAL EXISTING MASONRY WALLS REMAIN. SLAB THROUGHOUT DRAWINGS FOR SALVAGE OF EXISTING FIXTURES. LOBBY EXISTING KITCHEN AREA EXISTING EXCEPT AT CRAWL SPACE DISHROOM 5. EXCAVATE WHERE REQUIRED TO ACCOMMODATE 4" REMOVE EXIST. BARS & S.S. PANELS AT TWO CRUSHED STONE BASE AT NEW DEPRESSED SLABS, INFILLED OPENINGS REFER TO S1.1 FOR LOCATIONS. 6. TERRAZZO TO REMAIN IN PLACE UNTIL TEMPORARY SERVING LINE IS DECOMMISSIONED.

EXISTING UNLESS ALTERNATE 2 IS ACCEPTED DISH MACHINE TO DINING ROOM REMOVE EXIST. TERRAZZO & *BE DISMANTLED AND REINSTALLED BY MANUF. REFIT EXISTING STOREFRONT REMOVE PORTION OF EXIST. UNDERLAYMENT BEYOND THIS MULLIONS FOR NEW DOOR CONCRETE BASE AS EXISTING TERRAZZO JOINT. REPRESENTATIVE. FRAME REQUIRED FOR NEW DOOR & GC SHALL PROVIDE SECURE STORAGE FOR ALL FRAME SEE GENERAL NOTE 6. *EQUIPMENT AND FIXTURES TO BE REUSED. REMOVE EXISTING EXISTING STOREFRONT THIS EXISTING COLUMNS & ISS ROOM COLUMN BAY REMOVE THESE EXISTING PILASTERS TO REMAIN EXISTING STOREFRONT STOREFRONT PANELS TO TO REMAIN ACCOMMODATE NEW DOOR REMOVE EXISTING PILASTER, REMOVE PORTION OF EXIST. REBUILD AROUND RWL TO CONCRETE BASE AS REMAIN. SEE XX/A2.2. REQUIRED FOR NEW DOOR & FRAME

EXISTING TERRAZZO METAL STRIP

SEE GENERAL NOTE 6 EXCAVATE AS REQUIRED FOR NEW DEPRESSED SLAB AT WALK-IN COOLERS

REMOVE TERRAZZO REMOVE SLAB & TERRAZZO 22 REMOVE EXISTING STOREFRONT THESE COLUMN TWO BAYS. SAVE DOORS FOR REUSE. EXISTING TO REMAIN U.O.N. AREA OF RENOVATIONS SALVAGE STOREFRONT PARTS FOR at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, REMOVE ALL INTERIOR WALLS & PARTITIONS USE IN MODIFYING STOREFRONT COLUMNS TO REMAIN FOR THIS PROJECT.

1 Demolition Plan N D1.1 SCALE: 1/8" = 1'-0" PLAN NORTH

1'-0" MAX. H6 1'-0" MAX. H5 A8.1 A8.1 STEEL ANGLE BENT PLATE 7" x 4" x 3/8", 6" x 12 x 1/4", VERTICAL LEG VERTICAL LEG AT CLASSROOM AT INSIDE SIDE

LINTEL PROCEDURE NOTES

2" 2" 1. REMOVE MASONRY FOR NEW OPENING. 1/2" DIA. (A36) 1/2" DIA. (A36) 2. SAWCUT JAMBS FOR NEW MASONRY OPENING. W/ EXPANSION W/ EXPANSION 3. FILL BLOCK CELLS AT ANGLE BEARING AS DETAILED, REMOVING BLOCK AS SHIELD SHIELD REQUIRED. COMPLETE NEW BEARING WITH GROUT.

3/4" NON-SHRINK GROUT 3/4" NON-SHRINK GROUT SOLID MASONRY SOLID MASONRY BEARING EA. JAMB - BEARING EA. JAMB - GROUT HOLLOW CELLS GROUT HOLLOW CELLS Demolition Plan SOLID FULL HEIGHT SOLID FULL HEIGHT NEW OPENINGS, INTERIOR MASONRY WALLS, NEW OPENINGS, EXTERIOR MASONRY WALLS, UP TO 3'-4" WIDTH UP TO 3'-4" WIDTH DE

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2 Retrofit Lintel for Interior Walls 3 Retrofit Lintel for Exterior Walls C 50382

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D1.1 D1.1 H C AR A CAR SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" N. S H C E N V IL L E EVILLE D1.1 DE

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E CO KEYNOTE LEGEND IK X

ED AR 11/30/18 R M E C H T I IS T G E E C T R 2653

A N I A S O N RT L C. H O 09.2116.P 6" METAL STUDS H CA R E N. VI L LE Room Finish Schedule

# FINISH 1 NON SLIP PORCELAIN TILE 2 QUARRY TILE

FLOOR 3 EPOXY MATRIX TERRAZZO 4 EXISTING TO REMAIN 5 EXISTING TO REMAIN (STRIP AND CLEAN) 10 4" RESILIENT 11 PORCELAIN TILE

BASE 12 QUARRY TILE 13 NONE SEAL TO EXTERIOR WALL 14 EXISTING TO REMAIN 20 EPOXY PAINT ON CMU 21 CERAMIC TILE TO 6'-0" A.F.F., EPOXY PAINT ON ABUSE RESISTANT GYP. BD. ABOVE WALLS 22 CERAMIC TILE FULL HEIGHT OF EXPOSED WALL JOG WALL AS REQUIRED TO RECONFIGURATION OF OCS CLASSROOM CONSTRUCT NEW FOOTINGS 23 EPOXY PAINT ON ABUSE-RESISTANT GYP. BD. 20 102 4 14 27 32 MECHANICAL DUCTWORK SERVING AT TOILETS DINING ROOM TO BE PERFORMED TOUCH-UP AT NEW 20 24 PAINT ON 5/8" ABUSE-RESISTANT GYP. BD. FRAME DURING PHASE ONE OCS OFFICE SEE MECHANICAL DRAWINGS 25 PAINT ON CMU HALLWAY 103 4 14 27 32 101 4 14 27 32 26 PAINT ON EXISTING 27 EXISTING TO REMAIN ELECTRICAL 104 4 14 27 32 30 MILK VINYL FACED ACOUSTICAL TILE 24 10 24 10 31 PAINT ON MOISTURE RESISTANT GYP. BD. CASHIER CEILING COLUMN 32 EXISTING TO REMAIN 33 EXPOSED EXISTING STRUCTURE 09.2116.P 24 10 HOT TABLE RATED WALL ASSEMBLY EXTENDS TO B UNDERSIDE OF PLAIN TABLE Floor Plan Legend DECK ABOVE TEMPORARY SERVING LINE EQUIPMENT PROVIDED AND ICE DISP. INSTALLED BY OWNER. SEE STEEL STUDS OR FURRING - SEE SCHEDULE ELECTRICAL FOR TEMPORARY TRAY/SILVERWARE CART FOR WALL FINISH POWER. STEEL STUDS WITH ACOUSTIC BATTS - SEE 24 24 SCHEDULE FOR WALL FINISH FRIDGE 10 10 RIGID INSULATION LOBBY 21 ALL GROSS DEMOLITION THIS AREA TO 100 4 14 27 32 DINING 105 5 14 27 - BE PERFORMED DURING PHASE ONE PRIOR TO AUGUST 12, 2019 8" CMU TRAY/SILVERWARE CART REFER TO SHEET A2.1 FOR NEW WORK THIS AREA EXISTING WALL TO REMAIN PLAIN TABLE ROOM FINISH TAG OFFICE 09.2116.P 201 1 10 20 30 SEE FINISH SCHEDULE RATED WALL ASSEMBLY ICE DISP. THIS SHEET EXTENDS TO UNDERSIDE OF CEILING CONC. BEAM ABOVE. WALLS CENTER WALL ON BEAM. HOT TABLE BASE 22 FLOOR COLUMN 002 ROOM NUMBER CASHIER 2 WALL FINISH NUMBER WHERE EXISTING STOREFRONT MILK DIFFERENT FROM GENERAL ROOM EXISTING STOREFRONT TO REMAIN TO REMAIN FINISH DESIGNATION DOOR NUMBER, SEE 3 PAINT ON 5/8" GYPSUM 1/2" CDX PLYWOOD THIS SCHEDULE SHEET A8.1 BOARD, THIS SIDE OF SIDE OF TEMPORARY WALL TEMPORARY WALL WINDOW DESIGNATION, SEE A INSTALL STOREFRONT DOORS, SCHEDULE SHEET A8.1 TEMPORARY CONSTRUCTION BARRIER FRAMES AND MEMBERS ICE - ERECT PRIOR TO AUGUST 10, 2019; SALVAGED FROM STOREFRONT STEEL STUDS @ 16" O.C. W/ 5/8" GYP. DEMOLITION IN A NEWLY BD. ON FINISH SIDE AND 1/2" CDX PLYWOOD ON THE CONSTRUCTION RECONFIGURED ELEVATION THIS HOT TRANSPORT AREA. S1 ON SHEET A8.2. SIDE. REMOVE AT COMPLETION OF WORK HOT TRANSPORT CENTER TEMPORARY WALL ON CONC. Floor Plan Notes BEAM ABOVE 1. REFER TO LIFE SAFETY PLAN AT SHEET T0.2 FOR 24 10 SEAL TO EXTERIOR WALL RATED ASSEMBLY INFORMATION. 2. DIMENSIONS ARE TO FACE OF CMU OR FACE OF STUDS UNLESS NOTED OTHERWISE. Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, CONSTRUCT WEATHERTIGHT 3. NEW INTERIOR STUD WALLS ARE 3-5/8" NOMINAL, AT EXTERIOR WALLS IN PHASE 1 16" O.C., U.O.N. AND 6" NOMINAL AT 16" O.C. WHERE NOTED. SEE A3.1 FOR BRACING. 4. WORK SHOWN THIS SHEET AND ALL GROSS DEMOLITION, SHOWN ON SHEET D1.1, IS INCLUDED IN PHASE ONE, TO BE COMPLETED PRIOR TO AUGUST 10, 2019. OWNER WILL OCCUPY THE DINING ROOM UNTIL THE COMPLETION OF KITCHEN AND DINING ROOM RENOVATIONS. REFER TO SHEET A2.1 FOR PHASE TWO 1 Interim Cafeteria Plan - Phase One WORK. A2.0 SCALE: 1/8" = 1'-0"

Rated Walls Legend

NEW 1 HR FIRE PARTITION OR FIRE BARRIER UL #U419 SEE SHEET T0.3 EXISTING 1 HR FIRE PARTITION OR FIRE BARRIER

Interim Cafeteria Plan

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A N I A O N S R C. T OL H H CA R Room Finish Schedule E N. VI L LE 03.3000.BB 4" CONCRETE SLAB W/ 6x6/W2.9XW2.9 W.W.F. 03.3000.C CRUSHED STONE BASE, 4" MINIMUM 03.3000.V VAPOR BARRIER # FINISH 06.1000.B 2x WOOD PLATE 1 NON SLIP PORCELAIN TILE

07.2100.M R-19 BATT INSULATION 2 QUARRY TILE 09.2116.H BACKING BOARD 09.2116.P 6" METAL STUDS FLOOR 3 EPOXY MATRIX TERRAZZO 09.3000.E GLAZED PORCELAIN TILE 4 EXISTING TO REMAIN 09.3000.K QUARRY TILE 09.3000.L QUARRY TILE COVE BASE 5 EXISTING TO REMAIN (STRIP AND CLEAN) 09.3000.M SETTING BED 09.6623.A EPOXY RESIN TERRAZZO FLOORING 10 4" RESILIENT 3 TOILET 09.6623.D DIVIDER STRIP 11 PORCELAIN TILE A2.1 113 2 12 23 31

10.2600.C CORNER GUARD BASE 12 QUARRY TILE TOILET JANITOR 116 1 11 22 31 09.2116.P 114 2 12 21 30 12.3600.F STAINLESS STEEL COUNTERTOP 13 NONE 1 A2.2 14 EXISTING TO REMAIN 10 23 1 EXTEND SOUND WALL TO DECK 22 20 EPOXY PAINT ON CMU BASE BID: PATCH 25 OFFICE

09.2116.P 8'-6" EXISTING TERRAZZO 9'-0" 115 2 12 24 30 21 CERAMIC TILE TO 6'-0" A.F.F., EPOXY PAINT WHERE CMU WALLS 10 ON ABUSE RESISTANT GYP. BD. ABOVE HAVE BEEN REMOVED 25 2 WALLS - SEE D1.1 FOR EXTENTS A2.2 12 22 CERAMIC TILE FULL HEIGHT OF EXPOSED WALL

TOILET 3'-6" 4'-0" 23 EPOXY PAINT ON ABUSE-RESISTANT GYP. BD. 117 1 11 22 31 LOCKERS 25 6'-8" OCS CLASSROOM 112 2 12 23 30 24 PAINT ON 5/8" ABUSE-RESISTANT GYP. BD. 102 4 14 27 32 8'-10" ALIGN FINISH SURFACE 11 2 14 13 25 PAINT ON CMU OCS OFFICE CAN WASH 26 PAINT ON EXISTING 111 5 14 27 32 HALLWAY 103 4 14 27 32 A 101 4 14 27 32 15

8'-0" 27 EXISTING TO REMAIN TERRAZZO METAL EDGE 4'-8" 14'-7" 7'-7" 4'-0" 7'-2" 5'-4" 3'-6" 5'-10" 3'-0" STRIP. MATCH QUARRY TILE AND TERRAZZO ELEVATIONS 20 09.2116.P 30 VINYL FACED ACOUSTICAL TILE ELECTRICAL FOR A FLUSH JOINT WITH 104 4 14 27 32 10'-8" 3 09.2116.P 07.2100.M 31 PAINT ON MOISTURE RESISTANT GYP. BD.

5 MECHANICAL CEILING TEMP WALL SEE SHEET A2.0 A2.1 10 32 EXISTING TO REMAIN

8'-10" 109 4 10 25 33

20 33 EXPOSED EXISTING STRUCTURE

OUTLINE OF CRAWL FE

16'-0" 26 SPACE. BELOW 2'-0" CL OF UDS 11'-4" Floor Plan Legend 1 12'-0" 16 DINING 9 SERVING 10'-0" 20 A9.1 105 5 14 27 - BASE BID: PATCH EXISTING TERRAZZO 118 2 12 21 30 5'-8" STEEL STUDS OR FURRING - SEE SCHEDULE SEE NOTES 5 & 6 WHERE CMU WALLS 16'-0" FOR WALL FINISH REFER TO INTERIM HAVE BEEN REMOVED, KITCHEN PLAN, SHEET A2.0, FOR SEE D1.1 FOR EXTENTS 110 2 12 21 30 WALL INFILL STEEL STUDS WITH ACOUSTIC BATTS - SEE 5'-0" PHASE ONE WORK 3'-9" SEE 7/A2.2 SCHEDULE FOR WALL FINISH BASE BID: GRIND AND THIS AREA 7'-0" 09.2116.P 24 REFINISH EXISTING 11'-0" RIGID INSULATION TERRAZZO TO MATCH EXISTING WHERE PARTIAL LOBBY 6'-6" 4" CONC. 8" CMU 100 4 14 27 32 HEIGHT WALLS HAVE 4 MECH. PAD BEEN REMOVED 4 4 17 A2.1 54" X 138"

3'-4" EXISTING WALL TO REMAIN A2.1 11'-6" BASE BID: 3 2 ROOM FINISH TAG EXISTING TERRAZZO TO NEW NEW QUARRY 09.2116.P OFFICE 24 REMAIN - STRIP & CLEAN 21 2 201 1 10 20 30 SEE FINISH SCHEDULE ALL SIDES NEW TERRAZZO TILE 1'-8" LOCATION OF FUTURE 10 WING WALL 18'-2"+/- FIELD VERIFY A5.1 THIS SHEET MENU BOARD - VERIFY ALTERNATE 4: DRY GOODS CEILING LOCATION W/ OWNER 9 REFINISH EXISTING 108 2 12 20 30 WALLS TERRAZZO THIS ROOM 18 10'-0" A2.2 5'-2"

24'-0" BASE 2 8 6 3 FLOOR A2.2 10 25 A9.1 A2.2 4 A2.1 002 ROOM NUMBER 20 A2.1 2 WALL FINISH NUMBER WHERE

12'-0" DIFFERENT FROM GENERAL ROOM 8 11'-6" FINISH DESIGNATION 09.2116.P TEMP WALL SEE SHEET A2.0 DOOR NUMBER, SEE 7'-6" F.V. 3 SCHEDULE SHEET A8.1 10.2600.C 3 20 2 19 SEE NOTE 7 A5.1 WINDOW DESIGNATION, SEE

4'-0" A SCHEDULE SHEET A8.1 A2.1 FEC 6'-8" TILE WALL FINISH 5 09.2116.P STOPS AT 7 10'-8" 5'-8" F.V. 7'-0" 2 20 COOLERS ELEVATION MARKER 20 A5.1

PROVIDE AND LOCATE REQUIRED TERRAZZO METAL EDGE 3'-4" OCCUPANCY LOAD SIGN PER BUILDING STRIP. MATCH QUARRY TILE FEC FIRE EXTINGUISHER CABINET AND TERRAZZO ELEVATIONS INSPECTORS REQUIREMENTS (SEE 2'-8"

2'-8" FE TYPE K FIRE EXTINGUISHER OCCUPANCY LOAD ON SHEET TO.2. FOR A FLUSH JOINT 4'-0" COLD STORAGE 107 4 13 23 33 25 6 DISHROOM 20 4'-4" 106 2 12 20 30 12'-4" 12'-4" Floor Plan Notes 10 17'-0" +/- FIELD VERIFY

23 5'-4" 22 1. REFER TO LIFE SAFETY PLAN AT SHEET T0.2 FOR RATED ASSEMBLY INFORMATION.

2. DIMENSIONS ARE TO FACE OF CMU OR FACE OF STUDS at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, UNLESS NOTED OTHERWISE. 25'-0" 28'-4" 3. NEW INTERIOR STUD WALLS ARE 3-5/8" NOMINAL, AT 16" O.C., U.O.N. AND 6" NOMINAL AT 16" O.C. WHERE 1 NOTED. SEE A3.1 FOR BRACING. A5.1 5 4 A5.1 A5.1 4. NEW EXTERIOR STUD WALLS ARE 8" NOMINAL @ 16" O.C. FURRING AT EXISTING EXTERIOR WALLS SHALL BE 2-1/2" STUDS NOMINAL, AT 16" O.C., U.O.N., AND 6" STUDS AT 16" O.C. WHERE NOTED. CONT. TOP TRACK 5. IF ALTERNATE 4 IS ACCEPTED, REGRIND AND REFINISH 1 1st Floor Plan 4" MIN. EDGE OF EXIST. SUSPENDED SLAB ALL EXISTING TERRAZZO AT DINING 105. N A2.1 EXPANSION JOINT SCALE: 1/8" = 1'-0" 3-5/8" STEEL STUDS 12.3600.F #4 DOWELS 6. A PORTION OF THE CEILING IN THIS ROOM IS EXISTING PLAN OVER 2 @ 16" O.C. 09.3000.K @ 16" O.C. TYP. 4" LAYERS 3/4" TO REMAIN; THE REMAINDER IS NEW 2x4 GRID WITH NORTH 2-1/2" RIGID PLYWOOD 03.3000.BB 09.3000.M SALVAGED TILE. SEE SHEET A3.1. POST TENSION STUD INSULATION EL. 4'-8" WALL WITH 1/2" DIA. 7. PROVIDE CORNERGUARDS AT ALL OUTSIDE CORNERS NUTS & WASHERS @ TOP OF STUDS OF STUD WALLS WITH TILE OR GYP. BOARD WALL EXISTING EACH THREADED ROD 09.3000.E FINISH. CONC. BEAM 09.2116.H 09.2116.P

03.3000.V EXISTING CONC. SLAB Rated Walls Legend EXISTING CMU WALL 03.3000.C EXIST. AND SETTING BED CRAWL 1/2" DIA. FULL TURN DOWN NEW 1 HR FIRE PARTITION OR 09.6623.D 09.3000.K EXISTING FURRING CHANNELS: SPACE THREADED RODS SLAB AT FIRE BARRIER UL #U419 09.6623.A 09.3000.M SPLIT FACE 2-1/2" STEEL STUDS @ STAGGERED @ 12" EXIST. WALL SEE SHEET T0.3 03.3000.A VENER 16" O.C. TYP., O.C. 6" STUDS WHERE 09.3000.L 06.1000.B EXISTING 1 HR FIRE PARTITION NOTED 09.3000.K 09.3000.M OR FIRE BARRIER 2-1/2" RIGID 03.3000.BB INSULATION SEE FINISH SCHEDULE FOR WALL 1st Floor Plan FINISH PROVIDE SOLID BLOCKING AS REQ'D FOR SUPPORT FOR GRAB 4" (2) #5 CONT. DE

Terazzo/Quarry Tile Floor Detail KE CO AL SIG 2 H N 03.3000.V I X R ECT

BARS & TOILET ACCESSORIES. 6" 6" ED A IT URA

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A N I A O N S R C. 03.3000.A CAST-IN-PLACE CONCRETE L T H O H CA R N. EV E I L L 05.4000.D 8" STRUCTURAL STEEL STUDS ALIGN TILE WALLS Toilet Accessory Mounting Schedule 06.1000.A 2x BLOCKING 08.1113.O 06.1000.P PLYWOOD SPEC. SEE FINISH SEE FINISH 07.2100.M R-19 BATT INSULATION MARK DESIG. DESCRIPTION MOUNTING HEIGHT (A.F.F.) MARK SCHEDULE 09.2116.P SCHEDULE FOR FOR WALL HEIGHT OF TILE 07.2500.B SELF-ADHERED AIR BARRIER 2 4 3 1 GB-1 HORIZONTAL GRAB BAR, 36" LONG CENTERLINE 34" 1

1'-6" TYPE 09.2116.O 09.3000.F 07.6200.A PREFINISHED METAL FLASHING 2 GB-2 HORIZONTAL GRAB BAR, 42" LONG CENTERLINE 34" 2 06.1000.A 09.2116.H 07.9000.A SEALANT 3 GB-3 VERTICAL GRAB BAR, 18" LONG BOTTOM 40" 3

L @ TOP, MIDDLE C 08.1113.O HOLLOW METAL CASED OPENING 4 TTD-1 TOILET TISSUE DISPENSER, SURFACE MOUNTED - SEE NOTE 1 TOP OF DISPENSER 31" 4 & BOTTOM EL. 6'-0" 09.2116.G 5/8" EXTERIOR GYPSUM SHEATHING 60"x60" 60" CLEAR 5 GM-1 GLASS MIRROR BOTTOM 40" 5 CLEAR 6 PTD PAPER TOWEL DISPENSER - SEE NOTE 1 OPENING 48"/TOP OF CONTROLS 48" 6 09.2116.H BACKING BOARD AT TOILET TURN 10.5100.A 7 SD-1 SOAP DISPENSER - SEE NOTE 1. SPOUT 42" 7 09.2116.J 7/8" FURRING CHANNEL W/ SLOPED 1 TOP 09.2116.O 3-5/8" METAL STUDS 09.2116.O 09.2116.P 6" METAL STUDS FD Notes: 09.2400.A PORTLAND CEMENT PLASTER 09.2116.H 1. OWNER TO SUPPLY ACCESSORIES. CONTRACTOR TO PROVIDE BLOCKING AT FIXTURE LOCATIONS, COORDINATE LOCATIONS W/ OWNER. 09.2400.C GLASS-FIBER LATH 6 09.2400.E DRAINABLE WATER RESISTIVE BARRIER 2. CONTRACTOR TO PROVIDE BLOCKING AT ALL ACCESSORY LOCATIONS. 09.3000.E 09.3000.F TO 6'-0" A.F.F. 09.3000.E GLAZED PORCELAIN TILE 5 SEE FINISH 09.3000.F CERAMIC TILE 09.2116.H 06.1000.A SCHEDULE 09.3000.K QUARRY TILE FOR HEIGHT 30"x52" 09.2116.O OF TILE 09.3000.L QUARRY TILE COVE BASE SET LOCKERS IN 09.6513.A RESILIENT COVE BASE

L CLEAR

C BED OF SEALANT AT LAV C 09.2116.J CL L 09.3000.L 03.3000.A 10.5100.A SINGLE TIER LOCKER 6" 12" 28" 12" EXISTING 12.3216.C PLASTIC LAMINATE FINISH 1'-4" 09.3000.L 7" COLUMN TO 7 09.2116.P REMAIN 12.3216.I 3/4" PARTICLEBOARD 09.3000.K 4" FLUSH VALVE HANDLE 12.3216.K 3/4" PLYWOOD ALIGN TILE WALLS ON WIDE SIDE OF ROOM 12.3600.G SOLID SURFACE COUNTERTOP 3 3 12.3600.L BACKSPLASH OR STALL 4 (SOLID SURFACE) 1 2 1 3" 3" 5 5 Locker Detail 6 Column/Pilaster Detail

A2.2 L L C C A2.2 SCALE: 3/4" = 1'-0" A2.2 SCALE: 1 1/2"= 1'-0" 12.3600.G 2 06.1000.P SEE FINISH EL. 4'-0"

40" TOP OF STUDS 67" CLEAR EXISTING WALL SCHEDULE FOR 33" TURN 33" TO REMAIN WALL TYPE 12.3600.L 06.1000.A 18" 12.3600.G 8" 10" SEE FINISH 07.9000.A SCHEDULE FOR 24" MINIMUM EXISTING WALL 12.3216.K WALL TYPE 07.6200.A TO REMAIN W/12.3216.C FRONT ELEVATION SIDE ELEVATION FACE OF DOOR FRAME, SEE FINISH

FACE OF COLUMN 2" LATCH SIDE OF DOOR SCHEDULE FOR BEYOND WALL TYPE FINISHED END PANEL AT EACH 06.1000.A 9" 09.2400.A END - LAMINATE 09.2116.O

PANELS AT ALL 34" 103 09.2400.C Teachers EXPOSED SIDES 09.6513.A 3 Toilet Elevations 09.2400.E 1/4" GAP W/ 27" 07.2500.B SEALANT ALL ROUND 12.3216.K A2.2 09.2116.G 12.3216.C SCALE: 1/2" = 1'-0" W/ 09.6513.A 05.4000.D EXISTING WALL 9" 07.2100.M 1/4" GAP W/ TO REMAIN

CHARACTERS SEALANT ALL OF GRAPHICS #1

60" TO BASELINE ROUND 09.6513.A 6" 1'-4" 07.6200.A AT END PANEL, BEYOND 07.9000.A EXISTING WALL TO REMAIN 4 Sign Location 8 Wing Wall/Counter Detail A2.2 SCALE: 1/4" = 1'-0" 1 Toilet & Lockers Floor Plan 7 Infill Wall Detail A2.2 A2.2 SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" A2.2 SCALE: 3/4" = 1'-0" 8 A2.2 Room Identification Message List 12.3600.G

DOOR SIGN GRAPHIC #1 GRAPHIC #2 REMARKS* NO. TYPE 12.3600.L 1 T Men's Accessible Toilet Sign 2 T Women's Accessible Toilet Sign 12.3600.G 7 A KITCHEN Press Bell for Delivery 8 Exist. 201 STORAGE *Relocate Existing Sign* 9 A MECHANICAL 60" CLEAR 11 A LOCKER ROOM See note 1 TURN

MIN. 36" CLEAR C L 1'-6" 12 Exist. Standard Unisex Accessible Toilet Sign *Relocate Existing Sign* C C 1'-4" L 2'-6" L 1'-4" 13 Exist. 301 CUSTODIAN *Relocate Existing Sign* 8'-6" 14 Exist. 1019 *Relocate Existing Sign* 09.2116.P W/ 20 Exist. 1101 *Relocate Existing Sign* 12.3216.I & 12.3216.C 21 A DINING HALL FD 3 TOILET SIGN - C 60"x60" 09.6513.A SEE 4/A2.2 6 1'-4" L 1'-4" CLEAR 4 AT TOILET 4 Notes: 30"x52" 1. CAREFULLY REMOVE AND STORE EXISTING SIGNS FOR RELOCATION AS NOTED. CLEAR 2

2. NEW SIGNS TO BE PROVIDED BY SIGNARAMA AND INSTALLED BY THE GC. THE at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, AT LAV COST OF NEW SIGNS IS COVERED BY ALLOWANCE. REFER TO SPEC SECTION 01 2100. 3. REFER TO 10/A2.2 FOR SIMILAR SIGN TYPES. (MATCH EXISTING) 9 Wing Wall/Counter Elevation 1 A2.2 5 7 5 SCALE: 3/4" = 1'-0"

GRAPHIC #1 3/4" HELVETICA MED. RAISED CHARACTERS 5 7 5 KITCHEN 1 UPPER CASE DINING BRAILLE 60"x60" 30"x52" CLEAR ROOM CLEAR AT TOILET 2 AT LAV 4 4 4 4 GRAPHIC #2 MAXIMUM 6 6" PICTOGRAM FIELD Press Bell for 8" TOILET SIGN - FD 5/8" HELVETICA MED. SEE 4/A2.2 3 UPPER & LOWER CASE Delivery OCCUPANCY BRAILLE 60" CLEAR 491 TURN MEN MIN. 36" CLEAR Signs, Enlarged Plans LOCATE AS DIRECTED BY & Details A T O FIRE MARSHALL

KE CO AL SIG I X R H N D A ITECTUR

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A N I A S O N RT L C. H O 09.2116.B 5/8" GYPSUM BOARD H CA R E N. VI L LE 3 09.2116.O 3-5/8" METAL STUDS A2.1 09.2116.P 6" METAL STUDS JANITOR TOILET 09.5100.A ACOUSTICAL PANEL CEILING 114 113

TOILET Ceiling Plan Legend 116

8'-0" 9'-2" 9'-2" 8'-0" 2x2 ACOUSTICAL TILE CEILING - SEE FINISH OFFICE LOCKERS SCHEDULE FOR TYPE 115 TOILET 112 117 8'-0" CAN WASH 2x4 ACOUSTICAL TILE CEILING WITH HALLWAY 8'-0" 111 SALVAGED TILE 101 OCS CLASSROOM NO CEILING 102 NO CEILING EXISTING 2x4 ACOUSTICAL TILE CEILING EXISTING CEILING AND SOFFIT TO REMAIN TO REMAIN OCS OFFICE ELECTRICAL TRIM EXISTING CEILING 104 103 AS REQUIRED AT NEW EXISTING CEILING EXISTING CEILING WALL NEW MOISTURE RESISTANT TO REMAIN TO REMAIN GYPSUM BOARD CEILING

MECHANICAL LIGHT FIXTURE - SEE ELECTRICAL SERVING 109 FACE OF EXISTING ACOUSTIC TILE SOFFIT 118 DIFFUSERS - SEE MECHANICAL TO REMAIN 7'-0" SPEAKER - SEE ELECTRICAL INSTALL SALVAGED HEADER TILE, EXTEND 2x4 GRID 002 ROOM NUMBER AS REQUIRED, THIS AREA. 9'-2" CEILING HEIGHT A.F.F. NO CEILING LOBBY S SMOKE DETECTOR - SEE ELECTRICAL 100 EXISTING EXPOSED STRUCTURE KITCHEN NO NEW CEILING H HEAT DETECTOR - SEE ELECTRICAL NO CEILING 110

DINING 105 7'-0" HEADER 9'-2"

9'-2" Ceiling Plan Notes 9'-2" FIELD VERIFY FACE OF EXISTING MATCH EXISTING ACOUSTIC TILE SOFFIT DRY GOODS 3 1. REFER TO ELECTRICAL PLANS FOR ADDITIONAL 108 A2.1 SALVAGE INSTRUCTIONS. 9'-2" 2. PROVIDE UNISTRUT BRACES IN TWO DIRECTIONS AS REQUIRED FOR SUPPORT OF NEW HOOD, SUPPORTED BY AND BRACED TO EXISTING STRUCTURE ABOVE. CONFIRM SUPPORT WITH THE ARCHITECT.

3 A5.1

7'-4" HEADER 9'-8" FIELD VERIFY 2 MATCH EXISTING K1.2 COLD STORAGE 107

NO CEILING

DISHROOM 9'-2" 106

5 4 A5.1 A5.1

EXISTING CEILING TO REMAIN AREA OF NEW CEILING SALVAGE EXISTING CEILING TILE, LED LIGHT FIXTURES THIS AREA

1 Reflected Ceiling Plan Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, N A3.1 SCALE: 1/8" = 1'-0" 4" X 1/2" EXP. SHIELDS AT PLAN CENTER OF CONC. JOISTS NORTH

8" X 12" X 12" X 3/8" BENT PLATE

EXISTING CONCRETE DECK 1/4" CAULKED (2) 1/2" X 6" AB'S JOINT

09.2116.P SLOTTED HOLES

09.2116.B 09.2116.B 12"

8" X 1/2" EXP. BRACE TO CONC. CONT. TOP TRACK 8" X 1/2" EXP. SHIELDS AT SHIELDS AT DECK ABOVE @ CENTER OF CONC. JOISTS CENTER OF CONC. 2'-0" O.C. 4" JOISTS 12"

MAX. TS 4" x 4" x 1/4" (6'-0" U.O.N.) COORDINATE ALL BRACING WITH EXISTING AND NEW FIXTURES, MECH. EQUIPMENT, ETC. TOP OF STUDS AT 4" ABOVE FIN. CLG. 4 Perpendicular Masonry Wall Bracing Detail PROVIDE 1/4" CAULKED 4" X 8" X 3/8" L 12" LONG A3.1 SCALE: 1 1/2"= 1'-0" JOINT AROUND STEEL WITH VERTICAL SLOTTED TUBE CONNECTIONS 09.5100.A 09.2116.O @ 16" O.C. U.O.N. Reflected Ceiling Plan SEE FINISH SCHEDULE (2) 1/2" X 6" AB'S FOR WALL FINISH 8" BOND BEAM WITH DE

KE CO AL SIG (2) #4'S CONT. H N I X R ECT

ED A IT URA

R RC U RC L S M H A C E T O T I D R T NOTES FOR 3 & 4/A3.1: PROVIDE BRACING ONLY AS INDICATED ON SHEET S1.1. T P S E I E C R O U 2 Stud Wall Bracing Detail E R G C T A E D E S T T I VERIFY JOIST CONDITIONS WITH ARCHITECT PRIOR TO DRILLING FOR EXP. SHIELDS. I T O R G I I

E N CERT.NO O

A3.1 DO NOT DRILL JOISTS FOR ANY PURPOSE OTHER THAN WHAT IS SPECIFICALLY 2653 H

P SCALE: 1 1/2"= 1'-0" NOTE: AT STUD WALLS WITH ACOUSTIC INSULATION, EXTEND STUDS, WALL FINISH AND C 50382 A A

DESCRIBED HERE. N 11/30/18 R I A 3 Masonry Wall Bracing Detail O A

INSULATION TO DEFLECTION TRACK AT ROOF DECK, ABOVE. SEE FLOOR PLAN FOR S R N C. Sheet N I A T L OR N

H O TH OL

H C AR A CAR LOCATIONS. H A3.1 N. S C SCALE: 1 1/2"= 1'-0" TS ( ) SHOWN THUS ON 1/AS1.1 E E N V IL L E VILLE A3.1 Division 9 FINISHES DE

AL SIG H N R ECT U C IT URA AR L S T C D O T C E R R P U E O E R T A S D I T

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RT L N A H CA RO S H NC EVI LLE

E CO KEYNOTE LEGEND IK X

ED AR 11/30/18 R M E C H T I IS T G E E C T R 2653

A N I A S O N RT L C. H O 03.3000.BB 4" CONCRETE SLAB W/ 6x6/W2.9XW2.9 W.W.F. H CA R E N. VI L LE 03.3000.C CRUSHED STONE BASE, 4" MINIMUM 03.3000.V VAPOR BARRIER 05.4000.D 8" STRUCTURAL STEEL STUDS 07.2100.D 1-1/2" RIGID INSULATION 07.2100.M R-19 BATT INSULATION 07.2500.B SELF-ADHERED AIR BARRIER EXISTING WALLS TO 07.6200.A PREFINISHED METAL FLASHING REMAIN, TYP., U.O.N. 07.9000.A SEALANT 08.4313.A ALUMINUM FRAMED STOREFRONT 08.9100.A LOUVER 09.2116.G 5/8" EXTERIOR GYPSUM SHEATHING 09.2116.H BACKING BOARD 09.2116.L "Z" FURRING CHANNEL 09.2116.NN 2-1/2" METAL STUDS 09.2400.A PORTLAND CEMENT PLASTER 09.2400.B METAL LATH 09.2400.E DRAINABLE WATER RESISTIVE BARRIER 09.3000.E GLAZED PORCELAIN TILE 09.3000.K QUARRY TILE 09.3000.L QUARRY TILE COVE BASE 09.3000.M SETTING BED 09.5100.A ACOUSTICAL PANEL CEILING 09.6513.A RESILIENT COVE BASE

EXISTING STOREFRONT TO REMAIN EXISTING STOREFRONT TO REMAIN EXISTING CONCRETE BASE 5 TO REMAIN 4 A5.1 09.2400.A A5.1 NEW CONCRETE BASE AT 08.4313.A FORMER DOOR OPENING NEW RECONFIGURED PLASTER CONTROL JOINT SEE 4/A5.1 STOREFRONT THIS AREA 1 Partial South Elevation A5.1 SCALE: 1/8" = 1'-0" General Notes

1. ELEVATION 0'-0" CORRESPONDS TO TOP OF FINISH FLOOR AT EXISTING DINING ROOM. 2. NEW DOORS ARE NOTED THUSLY 3 . ALL OTHERS ARE EXISTING TO REMAIN. 3. REFER TO FOUNDATION PLANS FOR TOP OF FOOTING ELEVATIONS.

09.2400.A EXISTING CONCRETE BASE TO REMAIN - REMOVE PORTION OF BASE AS REQ'D FOR NEW DOOR 7 9 10

FLY FAN WALL INFILL SEE 12/A2.2 08.9100.A FLY FAN PLASTER CONTROL JOINT SEE MECHANICAL (REPLACE SEE MECHANICAL 3 EXISTING) A5.1 EXISTING WALLS TO 2 Partial East Elevation REMAIN, TYP., U.O.N. Elevation Legend A5.1 SCALE: 1/8" = 1'-0" PORTLAND CEMENT PLASTER 09.2400.A

DOOR NUMBER, SEE 3 SCHEDULE SHEET A8.1

ROOM NUMBER, SEE 1/4" GAP W 108 EXISTING 07.9000.A FLOOR PLAN, SHEET A2.1 CONCRETE BEAM & SLAB 09.2116.NN

1/4" GAP W 1/4" GAP W 1/4" GAP W 1/4" GAP W 1/4" GAP W 07.9000.A 07.9000.A 07.9000.A 07.9000.A 07.9000.A

PROVIDE SLOTTED PROVIDE SLOTTED PROVIDE SLOTTED DEFLECTION TRACK. SET DEFLECTION TRACK. SET DEFLECTION TRACK. SET IN CAULK TO STRUCTURE. IN CAULK TO STRUCTURE. 09.2116.L IN CAULK TO STRUCTURE. ALLOW FOR 1/2" OF ALLOW FOR 1/2" OF @ 24" O.C. ALLOW FOR 1/2" OF MOVEMENT VERTICALLY MOVEMENT VERTICALLY MOVEMENT VERTICALLY 07.2100.D 09.5100.A EL. 9'-8" +/- at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, SEE FINISH CEILING HT. SCHEDULE FOR MATCH EL. 9'-2" WALL FINISH EXISTING CEILING HT. 09.5100.A 09.2116.L 09.2116.L @ 24" O.C. @ 24" O.C. FACE OF COLUMN FACE OF COLUMN FACE OF COLUMN BEYOND BEYOND BEYOND 07.2100.D 07.2100.D

07.2100.D 09.2400.A 09.2400.A 09.2400.B 09.2116.L 108 107 09.2400.B 09.2116.L 105 09.2400.E @ 24" O.C. 09.2400.E @ 24" O.C. 09.2116.H 07.2100.D 07.2500.B NEW CAST-IN-PLACE WALL WALK-IN 07.2500.B 09.3000.E COOLER 09.2116.G TO 6'-0" A.F.F. BASE & FOOTING AT 09.2116.G SEE FINISH FORMER DOOR OPENING OR SEE 5/A5.1 FOR SCHEDULE FOR 05.4000.D (PROVIDE BULLNOSE FREEZER 05.4000.D AT TOP) NOTES ON WALL FINISH 07.2100.M INFILL WALL 07.2100.M SET STUDS IN BED SET STUDS IN BED SET STUDS CONSTRUCTION 07.6200.A OF SEALANT SAWCUT AND PATCH AS IN BED OF 07.6200.A OF SEALANT REQUIRED EXISTING CONCRETE 09.3000.L SEALANT EXISTING CONCRETE 09.6513.A WALK TO REMAIN WALK TO REMAIN 09.3000.K EXISTING CONCRETE EXIST. TERRAZZO 09.3000.M EL. 0'-0" WALK TO REMAIN EL. 0'-0" & SLAB TO EL. 0'-0" FIN. FLOOR WALK-IN FLOOR REMAIN EXIST. FIN. FLOOR EL. -(0'-1 1/2") TOP OF SLAB EL. -(0'-4"+/-) 1/2" EXP. JT. W/ BOND TOP OF SLAB - EXISTING CONCRETE BASE BREAKER COORDINATE & FOOTING TO REMAIN 03.3000.BB #4 @ 16" C.C. DEPTH W/ 03.3000.V WALK-IN MFR. EXIST. COLUMN FOOTING #4 DOWELS @ Exterior Elevations BEYOND 03.3000.C 8" 8" 8" 16" O.C. 2'-0" & Wall Sections #5 @ 24" O.C. (3) #5 CONT. DES

1'-0" KE CO AL IG H N I X R ECT

ED A IT URA

R RC U RC L S M H A C E T O T I D R T S T E P I E C R O U R G C E T A E D E S T T I I

T O R G 2'-0" I I

E N CERT.NO O

2653 H

P C 50382

A A

N 11/30/18 R I A O A

S R N C. Sheet N I A T L OR N

H O TH OL

H C AR A CAR N. S H C 4 Wall Section at South Infill Wall 5 Wall Section at South Infill Wall E N 3 Wall Section at East Infill Wall V IL L E EVILLE A5.1 A5.1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A5.1 SCALE: 3/4" = 1'-0" A5.1 DIVISION 3 CONCRETE 5 METALS Division 7 THERMAL & MOISTURE 8 DOORS WINDOWS 9 FINISHES DE

AL SIG H N R ECT U C IT URA AR L S T C D O T C E R R P U E O E R T A S D I T

T G I I O

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C 50382

R A

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RT L N A H CA RO S H NC EVI LLE

E C IK OX

ED AR 11/30/18

R M E C H KEYNOTE LEGEND T I IS T G E E C T R

2653 Door & Frame Elevations Door Schedule HEAD, JAMB & SILL DETAILS ARE REFERENCED FROM SHEET A8.1 U.O.N.

A N I A O N S R C. T OL H H CA R E N. 03.3000.A CAST-IN-PLACE CONCRETE VI L LE Scale 1/4" = 1'-0" 03.3000.BB 4" CONCRETE SLAB W/ 6x6/W2.9XW2.9 W.W.F. DOOR DOOR FRAME LABEL DOOR 03.3000.C CRUSHED STONE BASE, 4" MINIMUM NO. SIZE WxHxD TYPE TYPE HEAD JAMB SILL HDW HR. REMARKS NO. 03.3000.V VAPOR BARRIER 1 3'-0" x 7'-0" x 1-3/4" A 1 H1 J1 S4 1 1 03.5400.A CEMENTITIOUS UNDERLAYMENT 2 3'-0" x 7'-0" x 1-3/4" A 1 H1 J1 S4 1 2 04.2000.B 8" CONCRETE BLOCK DOOR WIDTH 3 12'-4" x 9'-2" G - 1/A8.2 2/A8.2 2 SEE NOTE 3 3 05.1200.AA STEEL ANGLE 4 17'-8" F.V. x 9'-2" G - 1/A8.2 2/A8.2 2 SEE NOTE 3 4 08.3326.A 05.4000.D 8" STRUCTURAL STEEL STUDS 5 12'-4" x 9'-2" G - 1/A8.2 2/A8.2 2 SEE NOTE 3 5 3"X24" VIEW CEILING HEIGHT - DOOR 07.9000.A SEALANT 6 4'-4" x 3'-10" F - 3/A8.2 4/A8.2 5/A8.2 3 6 PANEL WHERE OPENING HEIGHT 08.1113.A HOLLOW METAL FRAME 7 3'-8" x 7'-0" x 1-3/4" D 1 H2 J2 S1 4 7 SHOWN ON OPENING 08.1113.D HOLLOW METAL DOOR 8 3'-8" x 7'-0" x 1-3/4" A 1 H1 J1 5 8 SCHEDULE 08.8000.B 08.8000.G 08.8000.D 2" DR. WIDTH 2" 2" WIDTH 2" 08.8000.D 4'-4" 08.1113.F JAMB ANCHOR 9 3'-8" x 7'-0" x 1-3/4" C 1 H3 J3 S1 6 9 08.1113.G GROUT FILL HOLLOW METAL FRAME 10 3'-6" x 7'-0" x 1-3/4" D 1 H6 J3 S1 7 10 08.1113.O HOLLOW METAL CASED OPENING 11 3'-0" x 7'-0" x 1-3/4" A 1 H5 J5 7 11 4" 4"

08.1416.A SOLID CORE FLUSH WOOD DOOR SHEET A2.1 12 3'-0" x 7'-0" x 1-3/4" A 1 H5 J7 - 8 12 08.3313.A COILING COUNTER DOOR 13 3'-8" x 7'-0" x 1-3/4" A 1 H5 J6 9 13 11'-0" 3'-10" 08.3326.A OVERHEAD COILING SECURITY GRILLE 14 3'-0" x 7'-0" x 1-3/4" B 1 H5 J5 10 SEE NOTE 2 14

9'-2" 08.4313.D ALUMINUM FRAMED STOREFRONT WINDOW 15 F.O. 4'-0" x 7'-0" - 2 H8 J9 - 15

7'-4" 08.4313.E ALUMINUM STOREFRONT FRAMING - 7'-0" 7'-0" 16 F.O. 10'-0" x 7'-0" - 2 H8 J9 SEE NOTE 4 16 08.3313.A 08.4313.G THRESHOLD 17 F.O. 3'-4" x 7'-0" - 2 H8 J9 - 17 08.7100.A SWEEP 18 F.O. 10'-0" x 7'-0" - 2 H8 J9 - SEE NOTE 4 18 DOOR OPENING HEIGHT OVERALL DOOR HEIGHT 08.8000.B SAFETY GLAZING 19 F.O. 4'-0" x 7'-0" - 2 H8 J9 19 40" MAX. 08.8000.D FIRE RATED SAFETY GLAZING 08.8000.G INSULATING SAFETY GLAZING Solid Core Solid Core C D Hollow Metal 20 3'-0" x 7'-0" x 1-3/4" A 1 H4 J4 S2 11 45 VIEW PANEL 20 A B Hollow Hollow E F Coiling G Overhead 1 HM Frame 2 HM Framed 09.2116.H BACKING BOARD Wood Door Wood Door Metal Door Doors Half Glass 21 PR. 3'-4" x 7'-0" x 1-3/4" E 1 H7 J8 12 20 21 Metal Door Counter Coiling Grille Opening 09.2116.O 3-5/8" METAL STUDS PHASE 1 22 EXIST. PR. 6'-0" x 7'-0" x 1-3/4" SALVAGED H9 H9 SIM. S3 13 22 Half Glass Half Glass COORDINATE SHEET A2.0 GLASS SIZE WITH Door 09.2116.P 6" METAL STUDS CONCEALED RODS 09.2116.R BOXED STUD HEADER Door Schedule Notes: 09.3000.F CERAMIC TILE 1. UNDERCUT ALL INTERIOR DOORS WITHOUT THRESHOLDS 3/4". UNDERCUT DOORS WITH THRESHOLDS 3/8". 09.3000.K QUARRY TILE 2. ALL NEW HALF GLASS & VIEW PANELS IN DOORS TO MATCH WIDTH AND HEIGHT OF LITES AT EXISTING SCHOOL 09.3000.M SETTING BED DOORS. 09.3000.O MARBLE THRESHOLD 3. SEE DOOR ELEVATION FOR OVERALL DOOR HEIGHT. Door & Window Details 23.0000.A LOUVER - SEE MECHANICAL 4. COORDINATE THE SIZE OF THIS FRAMED OPENING WITH PASS-THRU KITCHEN EQUIPMENT, SEE SHEETS K1.1, K1.2. Scale 1-1/2" = 1'-0"

SEE FINISH FLY FAN, SCHEDULE FOR SEE MECH. WALL TYPE FLY FAN, 23.0000.A SEE MECH. 05.4000.D 07.9000.A EXISTING SEE FINISH 1/4" TYP. 04.2000.B 07.9000.A WALL SCHEDULE 1/4" TYP. SEE FINISH FOR WALL 09.2116.P 09.2116.P 04.2000.B LINTEL SCHEDULE 8'-0" A.F.F. FOR WALL TYPE SEE FINISH SEE FINISH 1/2" DIA. (A36) SCHEDULE SCHEDULE 09.2116.R EXISTING W/ EXPANSION TYPE EXISTING 07.9000.A 09.2116.O FOR WALL FOR WALL WALL SHIELD WALL TYPE TYPE LINTEL 08.3313.A 1/2" DIA. (A36) PREFINISHED DRIP @ DOOR #12 08.4313.D W/ EXPANSION (SEE HARDWARE 05.1200.AA 09.2116.R 09.2116.R 09.2116.R 09.2116.R SHIELD SCHEDULE) 4'x7"x4"x3/8", 07.9000.A 07.9000.A 07.9000.A CLASSROOM 08.4313.E 1/4" STEEL 7'-4" A.F.F. BOTH SIDES BOTH SIDES BOTH SIDES REUSE EXISTING PREFINISHED BENT PLATE SIDE 7'-4" A.F.F. DRIP FLASHING SALVAGED 07.9000.A 08.1113.A 07.9000.A 08.1113.A 08.1113.O STOREFRONT 07.9000.A EXISTING FRAMING 07.9000.A 07.9000.A 07.9000.A LINTEL TO 07.9000.A 08.1113.A BOTH SIDES 08.1416.A BOTH SIDES 08.1416.A 1/4", TYP. BOTH SIDES REMAIN REUSE EXISTING 08.1113.G 08.1113.D 08.1113.G 08.1113.G 08.1113.G STOREFRONT DOOR

08.1416.A 08.1113.D 08.1416.A 08.1113.D

11 5/8" F.V. 11 5/8" F.V. 8 1/4" 8 1/4" H1 H2 H6 H3 H4 H5 H7 H8 H9

09.3000.F ON 09.2116.H WITH 09.2116.P @ DOOR #10

07.9000.A COUNTERSUNK EXP. 08.1113.O SHEILD (3) PER JAMB - 07.9000.A 07.9000.A 07.9000.A 07.9000.A COORDINATE 08.1113.A GROUT SOLID VOIDS IN SEE FINISH SEE FINISH SEE FINISH W/ DISHTABLE 05.4000.D 1/4", TYP. SCHEDULE FOR BOTH SIDES BOTH SIDES SCHEDULE FOR SCHEDULE FOR BOTH SIDES 07.9000.A 08.1113.D CONC. BLOCK BOTH SIDES 1/4",SILL TYP. - SEE 2/K2.1 WALL TYPE 08.1113.A 09.2116.H 08.1113.A WALL TYPE 08.1113.A WALL TYPE 08.1113.A 09.2116.H 3/4" PIPE SLEEVE BOTH SIDES 3/4" PIPE SLEEVE 08.1416.A 08.1416.A 07.9000.A 08.1416.A 07.9000.A 08.1416.A (3) PER JAMB (3) PER JAMB 09.3000.F BOTH BOTH 09.3000.F 08.1113.G SIDES SIDES 8 1/4" 8 1/4"

08.1416.A 09.2116.H 09.2116.H 11 5/8" F.V. 09.3000.F 09.3000.F 08.1113.G 09.2116.O 09.2116.H 04.2000.B SEE FINISH EXISTING @ DOOR #12 09.3000.F at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, SCHEDULE FOR WALL COUNTERSUNK EXP. 09.2116.P 08.1113.F WALL TYPE 08.1113.D SHIELD (3) PER JAMB - 08.1416.A EXISTING GROUT SOLID VOIDS IN WALL 08.1113.G CONC. BLOCK 07.9000.A 1/4", TYP. BOTH SIDES J2 J3 J4 J5 J6 J7 J8 J9 J1

WALL 08.1113.D BEYOND @ 08.7100.A 08.1416.A 08.1113.A DOOR #10 08.1416.A 08.1113.A REUSE EXISTING BEYOND 08.4313.G BEYOND SALVAGED 09.3000.O 09.3000.K (SET IN BED OF EXISTING 8"Wx8"D 09.3000.M SEALANT) 08.4313.G (SEE STOREFRONT DOOR TERRAZO HARDWARE SCHEDULE) 03.3000.A 09.3000.M EXISTING CONCRETE 08.7100.A 09.3000.K 09.3000.F EXISTING CONC. 03.5400.A WALK TO REMAIN EXISTING 08.4313.G 03.3000.A SLAB EXISTING TERRAZO CONC. WALK (SET IN BED OF Notes on Details TO REMAIN SEALANT) EXIST. TERRAZZO & SLAB TO 1. SET ALL EXTERIOR THRESHOLDS IN FULL BED OF CAULK. REMAIN EL. 0'-0" EXIST. FIN. 2. CAULK ALL HOLLOW METAL FRAMES TO MASONRY FLOOR JAMBS AND LINTELS. FILL FRAMES SET IN MASONRY WALLS WITH GROUT. 3. ALL HOLLOW METAL MASONRY FRAMES ARE 5-3/4" U.O.N. 4. PROVIDE CONTINUOUS BED OF SEALANT AT BOTH SIDES EXISTING OF ALL FRAMES. CONCRETE BASE & 03.3000.BB FOOTING TO REMAIN Door Schedule & 03.3000.V S2 S4 03.3000.C Details

KE CO AL SIG S1 S3 H N I X R ECT

ED A IT URA

R RC U RC L S M H A C E T O T I D R T S T E P I E C R O U R G C E T A E D E S T T I I

T O R G I I

E N CERT.NO O

2653 H

P C 50382

A A

N 11/30/18 R I A O A

S R N C. Sheet N I A T L OR N

H O TH OL

H C AR A CAR N. S H C E N V IL L E EVILLE A8.1 DIVISION 3 CONCRETE Division 4 MASONRY 5 METALS 7 THERMAL & MOISTURE 8 DOORS WINDOWS 9 FINISHES 23 HVAC DE

AL SIG H N R ECT U C IT URA AR L S T C D O T C E R R P U E O E R T A S D I T

T G I I O

E I

N CERT.NO O

C 50382

R A

NO I A

RT L N A H CA RO S H NC EVI LLE

KE CO KEYNOTE LEGEND I X

ED AR 11/30/18 R M E C H T I IS T G E E C T R 2653

A N I A O N S R C. T OL H R 04.2000.B 8" CONCRETE BLOCK H CA E N. VI LE 05.1200.EE HEAD, JAMB & SILL DETAILS ARE REFERENCED FROM SHEET A8.2 U.O.N. L Window Schedule 4" x 4" x 1/4" SUPPORT TUBE FOR 04.2000.UU U-BLOCK DOOR GUIDES BY DOOR MFR. 05.1200.EE STEEL TUBE ANCHOR TO FLOOR AND BRACE MARK SIZE WxH TYPE HEAD JAMB SILL REMARKS MARK 07.9000.A SEALANT TO CMU WALL WITH CLIP ANGLE 08.1113.A HOLLOW METAL FRAME ABOVE CEILING A 4'-0" x 4'-8" FIXED - HOLLOW METAL WH1 WJ1 WS1 A B 8'-0" x 9'-0" FIXED - HOLLOW METAL WH2 WJ2 WS2 B 08.1113.H GLAZING STOP 08.3313.A COILING COUNTER DOOR Window Schedule Notes: 08.3313.B DOOR TRACK Window & Storefront Elevations 1. PROVIDE TEMPERED INSULATING GLASS AT ALL EXTERIOR WINDOWS AND STOREFRONT TO MATCH EXISTING. 08.3326.A OVERHEAD COILING SECURITY GRILLE 08.3326.B DOOR TRACK Scale 1/4" = 1'-0" WH3 08.4313.B INSULATED ALUMINUM INFILL PANEL EXISTING STOREFRONT 08.4313.D ALUMINUM FRAMED STOREFRONT WINDOW TO REMAIN NEW STOREFRONT 08.8000.G 08.4313.E ALUMINUM STOREFRONT FRAMING USE SALVAGED STOREFRONT 08.8000.B SAFETY GLAZING FRAMING MEMBERS 08.8000.G INSULATING SAFETY GLAZING 09.5100.A 8'-0" 09.2116.H BACKING BOARD 2" 2" 2" 2" H9/ 09.2116.O 3-5/8" METAL STUDS 9'-7" A.F.F. EQ. EQ. EQ. A8.1

2" 09.2116.P 6" METAL STUDS 08.3326.B 09.2116.R BOXED STUD HEADER 4'-0" 09.3000.F CERAMIC TILE 2" 3'-8" 08.4313.B 9'-2" A.F.F. 2" 2" 2'-3" TO MATCH 09.5100.A ACOUSTICAL PANEL CEILING 08.3326.A EXISTING 2" 2"

2" WJ3 4" MIN. COORDINATE W/ DOOR SUPPLIER WJ4 9'-0" 3'-10" 4'-4" 4'-8" Overhead Coiling Grille 9'-10" 2" 1 Door Head Detail 7'-4" 22

2" WS3 A8.2 08.8000.B 2'-3"

SCALE: 1 1/2"= 1'-0" 2" 2'-8" 10" 08.3326.A HM Framed A Fixed B Fixed S1 Storefront Opening Hollow Metal Hollow Metal USE SALVAGED STOREFRONT FRAMING MEMBERS 08.3326.B NOTE: ALL GLASS THIS WINDOW SHALL BE 08.8000.B U.O.N.

05.1200.EE 3"x3"x1/4" 09.2116.O 09.2116.P 04.2000.B SEE FINISH SEE FINISH SCHEDULE SCHEDULE Overhead Coiling Grille FOR WALL FOR WALL TYPE - BOTH TYPE - BOTH SIDES SIDES 2 Door Jamb Detail 09.2116.R 09.2116.R 07.9000.A 07.9000.A A8.2 SCALE: 1 1/2"= 1'-0" BOTH SIDES BOTH SIDES 08.1113.A 08.1113.A 07.9000.A EXISTING CONCRETE 08.1113.H 08.1113.H STRUCTURE 08.4313.B 07.9000.A 08.8000.B 08.8000.B MATCH SEE FINISH EXISTING 08.4313.E SCHEDULE FOR WALL TYPE 8 1/4"

04.2000.B WH1 WH2 WH3 LINTEL USE SALVAGED STOREFRONT FRAMING MEMBERS

08.3313.A 07.9000.A 07.9000.A 07.9000.A SEE FINISH EXISTING STOREFRONT SCHEDULE FOR 08.4313.D TO REMAIN SEE FINISH WALL TYPE SCHEDULE FOR 07.9000.A WALL TYPE 09.2116.P 09.2116.O 8 1/4" 09.2116.H SEE FINISH 08.4313.E 09.3000.F SCHEDULE FOR 08.1113.H WALL TYPE 08.1113.H 07.9000.A Coiling Counter 07.9000.A 08.8000.B 07.9000.A 08.8000.B RELOCATED EXISTING 3 Door Head Detail STOREFRONT DOOR A8.2 SCALE: 1 1/2"= 1'-0" EXISTING 08.4313.E CONCRETE COLUMN 07.9000.A 08.3313.B WJ1 WJ2 WJ3 WJ4 at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, COORDINATE W/ DISHTABLE SILL - SEE 2/K2.1 USE SALVAGED STOREFRONT FRAMING MEMBERS USE SALVAGED STOREFRONT FRAMING MEMBERS 04.2000.B 8 1/4"

08.8000.B 08.8000.B 08.4313.D EXISTING COLUMN BEYOND 08.4313.E 08.1113.H 08.1113.H 08.1113.A 07.9000.A 07.9000.A 08.1113.A SEE FINISH SEE FINISH SCHEDULE 07.9000.A SCHEDULE EXISTING Coiling Counter FOR WALL FOR WALL 07.9000.A CONCRETE WALK BOTH EXIST. TERRAZZO TYPE SIDES TYPE BOTH BOTH TO REMAIN SIDES SIDES & SLAB TO 4 Door Jamb Detail 09.2116.H REMAIN 09.3000.F EL. 0'-0" A8.2 SCALE: 1 1/2"= 1'-0" 09.2116.P EXIST. FIN. 09.2116.O FLOOR

COORDINATE W/ DISHTABLE SILL - SEE 1/K2.1 WS1 WS2

04.2000.UU Window & Storefront

04.2000.B WS3 Schedule & Details

KE CO AL SIG H N I X R ECT

ED A IT URA

R RC U RC L S M H A C E T O Coiling Counter T I D R T S T E P I E C R O U R G C E T A E D E S T T I I

T O R G I I

E N CERT.NO O

5 Door Sill Detail 2653 H

P C 50382

A A

N 11/30/18 R I A O A

A8.2 S R N C. Sheet L NO I A SCALE: 1 1/2"= 1'-0" T RT L N

H O H O

H C AR A CAR N. S H C E N V IL L E EVILLE A8.2 Division 4 MASONRY 5 METALS 7 THERMAL & MOISTURE 8 DOORS WINDOWS 9 FINISHES DE

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PAINT COLOR #1 PAINT COLOR #1 PAINT COLOR #3 PAINT COLOR #2 PAINT COLOR #3 PAINT COLOR #2 PAINT COLOR #3

RELAX WARRIORS EAT BON APPETITE TEAMWORK SNACK HEALTHY TASTE LUNCH STRENTH NEW VCT EAT TOLERANCE REFRESH BREAKFAST

1 Interior North Dining Room Wall Elevation A9.1 SCALE: 1/4" = 1'-0"

PAINT COLOR #1

CERAMIC TILE COLOR #2 TYP. CERAMIC TILE COLOR #3 TYP. CERAMIC TILE COLOR #2 TYP.

CERAMIC TILE FIELD COLOR #1 6'-0" TYP. CERAMIC TILE COLOR #2 TYP.

2 Interior East Serving Line Wall Elevation A9.1 SCALE: 1/4" = 1'-0"

PAINT COLOR #1 PAINT COLOR #3 PAINT COLOR #2

ERWIN HIGH SCHOOL home of the WARRIORS

PAINT COLOR #3 Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville,

DINING HALL

Future Menu Board

NEW VCT

3 Interior Entry to Cafeteria Elevation A9.1 SCALE: 1/4" = 1'-0"

Wall Graphics

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A N I A O N S R C. T OL H H CA R E N. VI L LE Kitchen Equipment Schedule - Base Bid & Alternate 1

ELECTRICAL PLUMBING GAS 55 MARK DESCRIPTION AFF KW HP AMP VOLT PHASE HW CW W I.W. SIZE BTU/HR REMARKS MARK 1 SOILED DISHTABLE SEE 1, 2 & 4/K2.1 1 55 2 PRE-RINSE UNIT 1/2" 1/2" FS 2 3 CLEAN DISHTABLE SEE 2/K2.1, NOTE 2 3 5 RACK SHELF SEE 2 & 3/K2.1, NOTE 4 5 55 6 THREE COMPARTMENT SINK 2@3/4" 2@3/4" FS SEE 1/K2.2 6 7 SINK HEATER 12" 9K 10.8 480 3 7 LOCKERS 8 TRAY & SILVERWARE CART SEE NOTE 4 8 SEE 5/A2.2 9 MILK COOLER 12" 1/3 9.6 120 1 FS SEE NOTES 4, 5 9 10 HOT & COLD FOOD SERVING TABLE 1/3 10.0 120/208 1 FS SEE NOTES 4, 5 10 11 HOT FOOD SERVING TABLE 2K 16.1 120/208 1 FS SEE NOTES 4, 5 11 12 PLAIN TOP SERVING TABLE 12.0 120 1 SEE NOTES 4, 5 12 13 HOT TOP SERVING TABLE 5.6 120 1 SEE NOTES 4, 5 13 14 WEDGE TABLE W/ LOAD CENTER SEE NOTES 3, 4, 5 14 15 ICE & WATER DISPENSER 5.6K 12.9 120 1 1/4" FS SEE NOTE 4 15 16 AIR CURTAIN MERCHANDISER 12" 2@3/4 15.5 120 1 16 50 17 AIR CURTAIN MERCHANDISER 12" 1 16.5 120 1 SEE NOTE 4 17 56 P1 18 FROZEN FOOD CABINET 12" 2/3 8.2 120 1 SEE NOTE 4 18 19 PLAIN TOP SERVING TABLE SEE NOTES 4, 5 19 68X 68X 20 PLAIN TOP SERVING TABLE SEE NOTE 5 20 21 19 17 18 25 21 CASHIER'S STAND 12" 120 1 SEE NOTES 4, 5 21 22 CASHIER'S STAND 120 1 SEE NOTE 5 22 27 34 M2 23 PASS-THRU HOT CABINET 12" 1.5K 15 208 1 SEE NOTE 4 23 26 24 PASS-THRU REFRIGERATOR 12" 1/4 3.8 120 1 SEE NOTE 4 24 12 25 PREP TABLE SEE 2/K2.2, NOTE 4 25 34 26 WALL SHELF SEE 2/K2.2, NOTE 4 26 28 27 FRYER BATTERY 12" 4@1 120 1 2@1" 2@160K 27 FRYER BATTERY FILTER 1/3 8 120 1 9 14 8 28 28 DOUBLE STEAMER 48" 15 120 1 2@3/4" FS 2@1/2" 2@62K SEE NOTE 4 28 33 * 23 TYPE K FIRE 30 TILTING KETTLE 12" 1 120 1 1/2" 1/2" FT 1/2" 52K 30 EXTINGUISHER 15 31 BRAISING PAN 24" 5 120 1 FT 1/2" 144K 31

10 13 32 NEW EQUIPMENT 23 32 ONE COMPARTMENT SINK 1/2" 1/2" FS SEE 3/K2.2 32 25 33 BRAISING PAN 24" 5 120 1 FT 1/2" 104K 33 10 13 P2 34 DOUBLE CONVECTION OVEN 12" & 48" 2@1/2 2@6 120 1 2@3/4" 2@55K SEE NOTE 4 34 24 31 26 35 PROOFING CABINET 74" 2K 16 120 1 SEE NOTE 4 35 30 36 BAKER'S TABLE SEE 4/K2.2 36 9 * 14 8 24 37 WALL SHELF SEE 4/K2.2 37 35 38 WALL SHELF SEE 4/K2.2 38 M1 U1 39 INGREDIENTS BIN SEE NOTE 4 39 12 35 40 MIXER 24" 1/2 5 208 1 40 63X 41 EQUIPMENT STAND SEE 5/K2.2 41 42 SINK PREP TABLE 1/2" 1/2" FS SEE 6/K2.2, NOTE 4 42 64X 64X 43 PREP TABLE SEE 7/K2.2 43 36 18 44 MOBILE DRAWER UNIT SEE NOTE 4 44 37 44 66X 66X 45 FOOD CHOPPER 48" 1 208 3 45 66X 38 46 EQUIPMENT CART SEE 8/K2.2, NOTE 4 46 43 22 20 16 47 SLICER 1/2 5.6 120 1 47 P1 39 67X 48 SINK PREP TABLE 1/2" 1/2" FS SEE 9/K2.2, NOTE 4 48 44 42 49 FOOD PROCESSOR 48" 3 2.6 208 3 49 66X 57 50 HOSE REEL 1/2" 1/2" FS SEE NOTE 4 50 51 MOBILE STORAGE SHELVING SEE NOTE 4 51 61X 46 49 40 41 54-55 STORAGE SHELVING SEE NOTE 4 54-55 67X 66X 56 UTILITY CART SEE NOTE 4 56 45 58 12 55 57 WALK-IN COOLER SEE 2 & 3/K1.2 57 68X CONDENSING UNIT 1 9.5 208 3 62X 47 55 LIGHTS 2.8 120 1 67X 66X EVAPORATOR COIL 3.6 120 1 8 9 14 58 WALK-IN FREEZER SEE 2 & 3/K1.2 58 46 * 68X 68X CONDENSING UNIT 3 16.9 208 3 49 LIGHTS & DOOR HEATER 2.8 120 1 P2 10 11 55 56 EVAPORATOR COIL 16 208 1 10 11 15 48 FS SEE NOTE 1 50 42 55 60X EXIST. DISHMACHINE 64" 15K 2 55.0 208 3 1/2" 1/2" 60X 30K * 14 55 EXIST. DISHMACHINE BOOSTER 64" 83.9 208 3 8 9 EXIST. DISHMACHINE BLOW-DRYER 64" 10K 2 34.2 208 3 FS 61X EXIST. PASS-THRU HOT CABINET 3K 13.0 208 1 SEE NOTE 1 61X 62X EXIST. ROLL-THRU REFRIGERATOR 1/2 12.0 120 1 SEE NOTE 1 62X 12 63X EXIST. ICE MACHINE 11.4 208 1 1/4" FS 63X 64X EXIST. PAN RACK SEE NOTE 1 64X 65X EXIST. 3-SHELF STORAGE SHELVING SEE NOTE 1 65X PROVIDE CLOSURE PROVIDE CLOSURE M2 EX. MODULAR STORAGE SHELVING TRIM AT ADJACENT TRIM AT ADJACENT 66X SEE NOTE 1 66X

EXISTING EQUIPMENT 67X SEE NOTE 1 67X 21 19 17 18 8 WALLS & CEILING WALLS & CEILING EX. STORAGE-DUNNAGE SHELVING 68X EXIST. MOBILE STEEL SHELVING SEE NOTE 1 68X 56 Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville,

P1 65X 65X 55 55 57 58 65X 55 Equipment by Others P1 HANDWASH SINK SEE PLUMBING P1 56 55 65X P2 COMBINATION DRINKING FOUNTAIN/BOTTLE FILLER SEE PLUMBING P2 51 65X 54 M1 HOOD SEE MECHANICAL M1 M2 FLY FAN SEE MECHANICAL M2 1 6 7 56 65X 54 U1 UDS SEE MECHANICAL U1 55 51 65X NOTES: 65X 54 2 1. BASE BID INCLUDES RELOCATION OF THIS EXISTING EQUIPMENT FROM EXISTING KITCHEN TO LOCATION SHOWN. REPLACEMENT OF THIS EQUIPMENT IS INCLUDED IN A BID ALTERNATE 5 5 AS SHOWN IN THE SCHEDULE AT SHEET K1.2. 54 2. ITEM 3 IS THE BASE BID CLEAN DISHTABLE. IF ALTERNATE 2 IS ACCEPTED, A DIFFERENT CONFIGURATION IS REQUIRED FOR THE CLEAN DISHTABLE - SEE ITEM 4 CLEAN DISHTABLE AT 3 65X 65X 65X 54 54 54 56 60X SHEET K1.2. 3. WEDGE TABLE FUNCTIONS AS LOAD CENTER FOR ADJACENT SERVING LINE ITEMS - PROVIDE LABELED RECEPTACLES AS REQUIRED. POWER CONDUIT RUNS BELOW SLAB, ENTERS THROUGH BASE OF CABINET. 4. MORE THAN ONE OF THIS ITEM IS REQUIRED. SEE PLAN FOR NUMBERS AND LOCATIONS. 5. ALTERNATE 1 INCLUDES A PREFERRED BRAND ALTERNATE FOR THIS EQUIPMENT. REFER TO THE SPECIFICATIONS FOR A FULL DESCRIPTION OF THE ALTERNATE. 1 Kitchen Equipment Plan N K1.1 SCALE: 3/16" = 1'-0" POWER FROM BELOW SLAB. PLAN * NORTH General Notes

1. ELECTRICAL, PLUMBING AND GAS REQUIREMENTS SHOWN HERE Kitchen REFLECT REQUIREMENTS OF SPECIFIC MODELS LISTED IN THE SPECIFICATIONS AS BASIS OF DESIGN. COORDINATE FINAL Equipment Plan ROUGH-IN REQUIREMENTS WITH THE FOOD SERVICES EQUIPMENT CONTRACTOR PER THE REQUIREMENTS OF THE SPECIFICATIONS. THE COSTS OF CHANGES IN TYPE OR DE

LOCATION TO ELECTRICAL, PLUMBING OR MECHANICAL KE CO AL SIG H N I X R ECT

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R RC U RC L S M H A C E T O SERVICES DUE TO SUBSTITUTIONS, INCLUDING SUBSTITUTION OF T I D R T S T E P I E C R O U R G C E T A E D S T AN APPROVED EQUAL FOR THE BASIS OF DESIGN MODEL, E T I I

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A N I A O N S R C. T OL H H CA R E N. VI L LE Kitchen Equipment Schedule - Alternates 2 & 3

ELECTRICAL PLUMBING GAS MARK DESCRIPTION AFF KW HP AMP VOLT PHASE HW CW W I.W. SIZE BTU/HR REMARKS MARK 4 CLEAN DISHTABLE ALTERNATE 2, SEE NOTE 1 4

23 PASS-THRU HOT CABINET 74" 1.5K 15 208 1 ALTERNATE 3, SEE NOTE 2 23 24 PASS-THRU REFRIGERATOR 74" 1/4 3.8 120 1 ALTERNATE 3, SEE NOTE 3 24 29 COMBI OVEN-STEAMER 12" & 48" 2@15 120 1 2@3/4" FS 2@3/4" 2@80K ALTERNATE 3 29 52 MOBILE STORAGE SHELVING ALTERNATE 3, IN LIEU OF (4) ITEM 68X 52 53 MOBILE STORAGE SHELVING ALTERNATE 3, IN LIEU OF (1) ITEM 68X 53 54-55 STORAGE SHELVING ALTERNATE 3, SEE NOTE 4 54-55 59 DUNNAGE RACK ALTERNATE 3, IN LIEU OF (1) ITEM 67X 59 60A DISHMACHINE 52" 3.5K 4.875 18.3 208 3 3/4 3/4 FS ALTERNATE 2, IN LIEU OF ITEM 60X 60A DISHMACHINE WASH TANK HEAT 52" 66.7 208 3 DISHMACHINE BOOSTER 52" 75.0 208 3 BLOWER DRYER 12" 0.37K 0.5 16.0 208 3 63A ICE MACHINE 12" 5.9K 11.7 120 1 1/4 FS ALTERNATE 3, IN LIEU OF ITEM 63X 63A 64A PAN RACK ALTERNATE 3, IN LIEU OF ITEMS 64X 64A

52 52 NOTES: 1. IF ALTERNATE 2 IS ACCEPTED, PROVIDE ITEM 4 CLEAN DISHTABLE IN LIEU OF ITEM 3 CLEAN DISHTABLE. 2. IF ALTERNATE 3 IS ACCEPTED, PROVIDE TWO ITEM 23 PASS-THRU HOT CABINETS IN LIEU OF EXISTING ITEM 61X PASS-THRU HOT CABINET. 3. IF ALTERNATE 3 IS ACCEPTED, PROVIDE TWO ITEM 24 PASS-THRU REFRIGERATORS IN LIEU OF EXISTING ITEM 62X ROLL-THRU HOT REFRIGERATOR. 4. IF ALTERNATE 3 IS ACCEPTED, PROVIDE ITEM 54 & 55 SHELVING AS SHOWN, IN LIEU OF EXISTING ITEM 65X, 66X AND 67X SHELVING UNITS, AT DRY STORAGE AND WALK-IN COOLER. SEE SHEET K1.1 FOR ADDITIONAL ITEM 54 & 55 UNITS REQUIRED IN BASE BID. 5. EQUIPMENT NUMBERED ON THE PLAN THIS SHEET IS INCLUDED IN ALTERNATE 2 OR ALTERNATE 3. REFER TO SHEET K1.1 FOR OTHER EQUIPMENT SHOWN BUT NOT NUMBERED ON THIS PLAN.

FINISH CEILING

BUILDING WALL

63A STAINLESS STEEL 64A 64A CLOSURE PANEL BY K.E.C. 55 55 54 54 LIGHTS

54 54

54 54 23 52 24 1/8" DIAMOND

59 54 7'-11 1/2" TREADPLATE WAINSCOT TO 24 53 52 48" A.F.F. AT 2" MIN. 6'-6 1/2" COORDINATE SIZE EXPOSED FRONT AND DEPTH OF SLAB OF WALK-INS WITH MANUFACTURER. LASER LEVEL WALK-IN DEPRESSION WITH NO COVE BASE BY G.C. HIGH SPOTS COMPARTMENT QUARRY TILE FLOOR BY G.C. COOLER FLOOR FLUSH W/ ADJACENT FINISH FLOOR Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville,

54 54 Section at Walk-In Freezer, Cooler 3 Wainscot Detail 54 2 K1.2 K1.2 54 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"

54 55

54 60A 4 55 55 55

1 Kitchen Equipment Plan, Alternate 2 N K1.2 SCALE: 3/16" = 1'-0" PLAN NORTH Kitchen Equipment Plan, Alternates 2 & 3

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FS 50 1/2" HW 1/2" CW

17 18 21 120V 120V 120V & 27 4@120V DATA 34 120V Item M2 Fly Fan By Mechanical OUTLINE OF CRAWL 2@1" 2@3/4", See Electrical for Power SPACE, BELOW 160K 27 34 55K 12 120V Requirements 120V 28 34 120V 2@3/4", 2@1/2" 28 34 62K 55K FS 208V 23 2@3/4"EA. 28 208V 23 FT 33 120V 2@1/2" 28 15 62K FS 120V 33 1/2", 104K 120V 10 208V 120V 28 120V 1/2" HW 2@3/4" 29 9 120V 11 1/2" 32 208V 30 1/2" CW 2@3/4" 52K 15 FS 80K 29 1/4" CW 120V FS 10 120V 29 208V FT FT 31 120V FS 12 120V 31 1/2", 144K

30 ELECT. 120V 24 FS 120V 30 63A 120V CHASE, 120V 24 63X 208V 1/2" HW 35 TYP. OF 4 FS 1/4" CW 63X 1/4" CW 1/2" CW 120V 63A

DATA 22 18 120V

16 42 120V 61X 208V 1/2" HW 23 208V FS 1/2" CW 23 208V 22 40 45 120V 49 208V 208V 208V

12 120V 47 120V FS 62X 120V 24 120V 10 120V 208V 49 208V 9 120V 13 120V 24 120V FS 15 50 120V 10 120V 1/2" HW 42 208V 1/2" CW 1/2" HW FS 15 FS 1/2" CW 1/4" CW FS 48 1/2" HW 12 120V 1/2" CW

120V & Item M2 Fly Fan By Mechanical DATA See Electrical for Power 120V 120V 21 Requirements 17 18 FS Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, J J J J 57 58 FS J

6 7 (2) EA. 480V EXHAUST 2 CONNECTION 3/4" HW, 60A 1/2" HW, 3/4" CW 16"x16" x 388 CFM 1/2" CW (4)@ 208V 3/4" HW 1/2" HW 60X 60X (3)@ 208V 60A 60A 3/4" CW 1/2" CW FS FS FS COIL COIL FS J J J J J J J

EXHAUST EXHAUST CONNECTION CONNECTION 4x16 x 200 CFM 4x16 x 400 CFM

1 Kitchen Utilities Plan 2 Kitchen Utilities Plan, Alternates 2 & 3 N K1.3 SCALE: 3/16" = 1'-0" K1.3 SCALE: 3/16" = 1'-0" PLAN NORTH Utilities Plan Legend Utilities Plan Notes Kitchen Utilities Plans NOTES: Water from Wall (HW, CW) J Existing Junction Box or Blank Receptacle Box 1. REFER TO KITCHEN EQUIPMENT SCHEDULES SHEET K1.1 FOR DESCRIPTIONS OF ITEMS NOTED IN THIS DRAWING. DE

KE CO AL SIG H N Duplex Outlet Floor Sink, Full Grate, Half Grate, Open (FS) I X R ECT

2. THIS PLAN IS INTENDED TO SHOW UTILITY REQUIREMENTS AND APPROXIMATE SERVICE LOCATIONS ONLY. DO NOT ED AR IT URA

R C U RC L S M H A C E T O T I D R T For Use With Scheduled Equipment S T E P I E C R O U USE FOR ACTUAL ROUGHING-IN. REFER TO DIMENSIONED PLANS PROVIDED BY FOOD SERVICES EQUIPMENT E R G C T A E D E S T T I I

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Floor Trough, Full Grate (FT) CONTRACTOR FOR FINAL ROUGH-IN. R

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Floor Drain (FD) I A O A

S R N C. Sheet 4. WHERE EXPOSED PIPES OR CONDUIT ARE REQUIRED, THEY SHALL BE MOUNTED 1 TO 2 INCHES OFF THE WALL AND L NO I A T R N

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A N I A General Notes S O N RT L C. H O 06.1000.A 2x BLOCKING H CA R E N. VI L LE Fabricated Kitchen Equipment 08.3313.A COILING COUNTER DOOR 08.3313.B DOOR TRACK 1. REFER TO THE PROJECT MANUAL, SECTION !! 4001, FOR Scale as Noted DETAILED REQUIREMENTS AND DESCRIPTIONS FOR ALL FABRICATED EQUIPMENT.

11'-7" FIELD VERIFY

BUILDING DUCTWORK FROM 4" ABOVE CEILING 4/K2.1

BY MECHANICAL 1/K2.1 2 & 3/K2.1 CONTRACTOR

NEW PANT-LEG DUCT BY K.E.C. FROM 4" ABOVE CEILING STAINLESS STEEL TO DISHMACHINE VENT HEAD, JAMB FRAME COWLS BY DOOR MFR NOTE: KEC SHALL VERIFY EXACT DIMENSIONS OF FABRICATED ITEMS WITH FIELD MEASUREMENTS OF WALLS AND DISHMACHINE MANUFACTURER 1'-8" ITEM 3 CLEAN DISHTABLE ITEM 1 SOILED DISHTABLE 1" DIA. STEEL 11'-0" FIELD VERIFY ITEM 60X EXISTING DISHMACHINE 5'-4" TUBING @ 3" O.C. 08.3313.A ITEM 5 RACK ITEM 5 RACK COORDINATE SHELF 20" x 60" SHELF 20" x 60" CONFIGURATION OF SPLASH W/ PLUMBING LINES AT ANGLE PRERINSE BRACKETS W/ (3) 1/4" MOLLY REUSE EXISTING VENT COWLS 3/4" LIP AT BOLTS PER PRE-RINSE SINK INSERT TURNDOWN BRACKET SEE 5/K2.1 2'-6" 2'-6"

TURN UP TABLE AT JAMBS, BEHIND DOOR LEVER JAMB FRAMES WASTE COORDINATE W/ DOOR SUPPLIER UNDERSHELF UNDERSHELF UNDERSHELF

CROSSRAILS

BACK & SIDES 10" CROSSRAILS BACK & SIDES 10" 4/K2.1 2 & 3/K2.1 1/K2.1

1 Soiled Dishtable Elevation & Section 2 Section at Prewash Sink, Clean Dishtable Elevation, Base Bid K2.1 SCALE: 3/4" = 1'-0" K2.1 SCALE: 3/4" = 1'-0"

1/2" DIA. STAINLESS STEEL RODS, OR 1" x 1/4" FLAT BARS, WELDED TO FRAME

2" x 1/4" STAINLESS STEEL FRAME, FLANGED TO SET BUILDING DUCTWORK SECURELY IN SINK BOWL TO VENT COLLAR BY MECHANICAL CONTRACTOR

VENT COLLAR BY K.E.C. Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, ITEM 4 CLEAN DISHTABLE ITEM 1 SOILED DISHTABLE STAINLESS STEEL 10'-8 1/2" FIELD VERIFY ITEM 60A DISHMACHINE 5'-4" HEAD, JAMB FRAME BY DOOR MFR. ITEM 5 RACK ITEM 5 RACK SHELF 20" x 60" SHELF 20" x 60" 5 Pre-Rinse Sink Detail 08.3313.A K2.1 NOT TO SCALE 08.3313.B

PRE-RINSE SINK INSERT TURN UP TABLE AT SEE 5/K2.1 JAMBS, BEHIND DOOR

JAMB FRAMES MASONRY OPENING 2'-6" TABLE EXTENDS THRU PASS-THRU OPENING,

7" 3/4" RAISED LIP AT SILL 3"

06.1000.A

PROVIDE STAINLESS STEEL KICKPLATE FROM TOP OF WALL BASE TO 2'-10" UNDERSHELF UNDERSHELF 2'-8" STAINLESS SILL

CROSSRAILS CROSSRAILS

BACK & SIDES BACK & SIDES 10" Kitchen Equipment Details

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T O R G Section at Prewash Sink, Clean Dishtable Elevation, Alternate 2 Section at Counter Door I I

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A N I A General Notes O N S R C. T OL H H CA R E N. VI L LE Fabricated Kitchen Equipment 1. REFER TO THE PROJECT MANUAL, SECTION !! 4001, FOR

Scale as Noted SECTION DETAILED REQUIREMENTS AND DESCRIPTIONS FOR ALL 7'-0" FABRICATED EQUIPMENT. COORDINATE ITEM 26 WALL CONFIGURATION OF SHELF 16" x 84" SPLASH W/

SECTION PLUMBING LINES AT

FAUCETS SECTION 10'-8"

2'-6" DRAWER DRAWER DRAWER 2'-6" 3/4" LIP AT 2'-0" (2) FAUCETS TURNDOWN 3/4" LIP AT TURNDOWN 8" DRAINBOARD DRAINBOARD 7" 8" 5'-6" 1'-2" 1'-2"

LEVER ITEM 9 SINK LEVER WASTES HEATER 3'-0" 3'-0" WASTE 2'-9" UNDERSHELF UNDERSHELF UNDERSHELF UNDERSHELF

CROSSRAILS BACK & SIDES 10" ELEVATION ELEVATION SECTION SECTION ELEVATION SECTION

1 Item 6 Three Compartment Sink 2 Item 25-26 Prep Table & Wall Shelf 3 Item 32 One Compartment Sink K2.2 SCALE: 3/4" = 1'-0" K2.2 SCALE: 3/4" = 1'-0" K2.2 SCALE: 3/4" = 1'-0"

9'-0"

SECTION SECTION COORDINATE ITEM 38 WALL CONFIGURATION OF SHELF 16" x 108" SPLASH W/ PLUMBING LINES AT FAUCET 9'-6" WALL - SEE 3/A2.1

ITEM 37 WALL 1'-4" SHELF 10" x 108"

DRAWER DRAWER SINK BEYOND 2'-6" 2'-6" 8" 7" 2'-0" 3'-0"

DRAWER DRAWER ITEM 39 ITEM 39 ITEM 39 4'-4" 15" X 18" X 5" D. ST. STEEL LEVER 3'-5" 3'-0" 3'-0" DRAWER WASTE UNDERSHELF 2'-6" UNDERSHELF UNDERSHELF UNDERSHELF UNDERSHELF UNDERSHELF

2'-6"

ELEVATION SECTION ELEVATION SECTION ELEVATION SECTION

2 Item 36-38 Baker's Table & Wall Shelves 5 Item 41 Equipment Stand 6 Item 42 Sink Prep Table K2.2 SCALE: 3/4" = 1'-0" K2.2 SCALE: 3/4" = 1'-0" K2.2 SCALE: 3/4" = 1'-0" Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville,

SECTION SECTION COORDINATE CONFIGURATION OF SPLASH W/ PLUMBING LINES AT FAUCET 9'-6" 7'-6" WALL - SEE 3/A2.1 WALL - SEE 3/A2.1

DRAWER BEYOND

2'-6" 2'-6" 2'-0" 3'-0" 1/2" RAISED 8"

7" MARINE EDGE

15" X 18" X 5" D. ST. STEEL 5" DIA. SWIVEL DRAWER CASTERS WITH BRAKES 3'-0" 3'-0" 3'-0" UNDERSHELF UNDERSHELF UNDERSHELF UNDERSHELF Kitchen 10" Equipment Details ELEVATION SECTION SECTION ELEVATION ELEVATION SECTION

KE CO AL SIG H N I X R ECT

ED A IT URA

R RC U RC L S M H A C E T O T I D R T S T E P I E C R O U R G C E T A E D E S T T I I

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7 Item 43 Prep Table 8 Item 46 Equipment Cart 9 Item 48 Sink Prep Table C 50382

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S R N C. Sheet N I A T L OR N

K2.2 K2.2 K2.2 H O TH OL

H C AR A CAR SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" N. S H C E N V IL L E EVILLE K2.2 DE

AL SIG H N R ECT U C IT URA AR L S T C D O T C E R R P U E O E R T A S D I T

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C 50382

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ED AR 11/30/18 R M E C H T I IS T G E E C T R 2653

A N I A O N S R C. T OL H H CA R E N. VI L LE

FOUNDATION PLAN NOTES REBAR 0" CLR 11 S1.1 1. ELEVATIONS: (SIDE BY SIDE) A. THE REFERENCE ELEVATION (0'-0") FOR ALL ELEVATIONS SHOWN ON THE FOUNDATION PLAN SHALL BE THE TOP OF SEE 6/S1.1 FOR THE EXISTING FINISH FLOOR AT DINING ROOM. WALL REINF. WALL B. THE FOLLOWING SYMBOLS ARE USED ON THE FOUNDATION HORIZ. JOINT BEYOND REINF. @ 16" O.C. FILL BLOCK CELLS PLANS TO DENOTE ELEVATIONS ABOVE (+) OR BELOW (-) W/ GROUT @ 1/4" WIDE X 1" DEEP THE REFERENCE ELEVATION DEFINED ABOVE. ABOVE GRADE, SAWCUT JOINT @ 8" O.C. BELOW REBAR ONLY (...) TOP OF FOOTING W.W.F. 0'-0" TOP OF SLAB GRADE #4 X 6'-0" @ 12' O.C. 1- #4 CONT. ACROSS OPENING- CONCRETE SLAB

6'-0" CENTER ON WALL (-1'-4") 2. SEE ARCHITECTURAL DRAWINGS FOR EXTERIOR CONCRETE FINISH W/ W.W.F. FINISH PADS, ETC. NOT SHOWN ON THIS DRAWING. GRADE GRADE 5 A2.1 SLAB-ON-GRADE NOTES

6'-0" 1. UNLESS OTHERWISE NOTED, THE CONCRETE SLAB-ON-GRADE BOND BREAKER SHALL COMPLY WITH THE FOLLOWING: 1- #4 CONT. -(0'-1 1/2") FILL BLOCK FILL BLOCK 11' L THICKNESS: 4" TOP OF EXISTING SLAB TO REMAIN REINFORCING: 6 X 6 - W2.9 X W2.9 W.W.F, IN FLAT CELLS BELOW CELLS BELOW FIELD VERIFY DEPTH TOP OF FTG. TOP OF FTG. SHEETS, NOT ROLLS, PLACED IN TOP SEE 1/S1.1 GRADE W/GROUT SEE 1/S1.1 GRADE W/GROUT -(0'-1 1/2") THIRD OF SLAB. SEE GENERAL NOTES.

VAPOR BARRIER: SEE SPECIFICATIONS 1'-0" 1'-0" 5 3- #5 CONT. 3- #5 CONT. STONE BASE: 4" COMPACTED WASHED STONE

A2.1 3" 3" 9 CL. TYP. CL. TYP. S1.1 2. COORDINATE SLAB EDGES AT DOOR OPENINGS WITH #3 BARS @ 5'-0" O.C., MAX. #3 BARS @ 5'-0" O.C., MAX. 1'-0" ARCHITECTURAL DRAWINGS. SEE ALSO 8/S1.1. 3" TO MAINTAIN CONT. BAR 3" TO MAINTAIN CONT. BAR 3. JOINTS: CL. TYP. EQ. EQ. SPACING CL. TYP. EQ. EQ. SPACING -(0'-0") A. SLAB CONSTRUCTION JOINTS SHALL BE LOCATED AT 2'-0" 2'-0" INDICATED CONTROL JOINT LOCATIONS. REFER TO 7/S1.1.

6'-0" B. COORDINATE ALL SLAB JOINT LOCATIONS WITH JOINTS IN ARCHITECTURAL FLOOR FINISHES TO ASSURE THAT

(-1'-4") +(0'-4") ALIGNMENT IS APPLICABLE. 6'-0" TOP OF WALL BRACING (TYP.) SPREAD FOOTING NOTES 2 Typical Foundation Detail 3 Section at Interior Doorway 1. SEE TYPICAL DETAILS SHOWING CONSTRUCTION RELATED TO S1.1 S1.1 FOOTINGS. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 2. FOOTING ELEVATIONS SHOWN ON PLAN ARE FOR ESTIMATING 11 S1.1 PURPOSES AND MAY BE VARIED TO SUIT SITE, SOIL OR UNDERGROUND UTILITY CONDITIONS AS FOLLOWS: A: THE TOP OF INTERIOR FOOTINGS ARE TO BE A MINIMUM OF 4 4 1'-4" BELOW THE FINISH GRADE, COORDINATE WITH SITE A2.1 A2.1 PLAN. IN NO CASE SHALL TOP OF FOOTING ELEVATIONS BE JOISTS THIS AREA THICKENED SLABS AT HIGHER THAN INDICATED ON PLAN. PRIOR TO PARTIAL HEIGHT WALLS CONSTRUCTION, NOTIFY THE DESIGNER OF ALL FOOTING PROVIDE PAIR OF FULL DO NOT BRACE TO CONCRETE ELEVATIONS THAT VARY FROM THOSE SHOWN ON THE THREADED RODS @ 12" O.C. PLAN. -(0'-1 1/2") B: COORDINATE FOOTING ELEVATIONS WITH UNDERGROUND

5'-0" UTILITIES. UNDERGROUND UTILITIES WHICH CROSS WALL FOOTINGS SHALL CROSS AT AN ANGLE OF NO MORE THAN

(-1'-4") 45 DEGREES FROM PERPENDICULAR. UNLESS OTHERWISE 5'-6"

(-1'-4") SHOWN OR APPROVED BY THE DESIGNER, THE MINIMUM

5'-0" CLEARANCE OF UNDERGROUND PIPES AND UTILITIES WHICH CROSS BELOW WALL FOOTINGS SHALL BE 8", OTHERWISE, THE FOOTING MAY BE STEPPED DOWN SO THAT PIPES MAY 5'-6"

3'-6" 11 PASS ABOVE THE FOOTING AND THROUGH THE WALL. ANY S1.1 PIPES WHICH MUST PASS BELOW A WALL FOOTING ARE TO TOP OF WALL BRACING BE INSTALLED PRIOR TO THE CONSTRUCTION OF THE FOOTING AND THE TRENCH BACKFILLED AS REQUIRED. SEE 10/S1.1. 2 3 0'-0" -(0'-1 1/2") C: UNLESS OTHERWISE APPROVED BY THE DESIGNER, NO TOP OF S1.1 S1.1 EXCAVATION SHALL OCCUR BELOW A SPREAD FOOTING FINISH FLOOR WITHIN A ZONE DEFINED BY A PLANE SLOPING DOWNWARD AT A 1:1 SLOPE FROM THE BOTTOM EDGES OF THE FOOTING ON ALL SIDES. 4 Bond Beam Detail 5 Typical Opening TOP OF WALL BRACING (TYP.) 3. ALL FOOTING REINFORCING SHALL BE SUPPORTED ON THE SPECIFIED CHAIRS ON THE SOIL AND SHALL BE SECURED S1.1 S1.1 -(0'-4") SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" AGAINST LATERAL MOVEMENT. VERIFY W/ MFR. 2- #5'S 8" CONC. BLOCK WALL 1/4" WIDE X 1" DEEP SAWCUT JOINT -(0'-1 1/2") SLAB ON GRADE NOTE: 1- #4 CONT. 6'-0" 6'-0" (-1'-4") (+1/16" AND -0") LOCATE JOINTS FORM KEYWAY USING WOOD W.W.F. A MAX OF 16'-0" APART IN EACH FORM NAILED TO BULKHEAD. FINISH

1'-6" GRADE 1'-6" DIRECTION DO NOT USE METAL KEYWAY 4" 11 11 COORDINATE SIZE AND SEE DETAIL 4/A5.1 S1.1 S1.1 DEPTH OF DEPRESSION AT EXISTING CONC. SLAB WALK-IN COOLER & FREEZER #5 @ 16" O.C. W/ MANUFACTURER CUT 6" WIDTH OF 3 EXISTING CONC. WALL WIRE MESH CONTROL & CONSTRUCTION JOINT NOTES S1.1 CENTERED ON 4" ( ) DENOTES 6' L (U.O.N.) TOP OF WALL BRACING PER 3/A3.1 FUTURE SAWCUT 1. SAWCUT JOINTS AT CONTROL JOINTS SHALL BE 1 Masonry Wall Plan ( ) DENOTES CLIP ANGLE TOP OF WALL BRACING PER DETAIL 4/A3.1 MADE AS SOON AS THE CONCRETE HAS HARDENED S1.1 1/4" WIDE X 1" DEEP (+1/16" AND -0") SUFFICIENTLY TO PREVENT RAVELING OUT OF THE SCALE: 1/8" = 1'-0" CENTERED OVER C.J. AGGREGATE AND DAMAGE TO THE EDGES, BUT NO Kitchen Renovations at Clyde at Clyde Renovations Kitchen School A.High Erwin Schools County Buncombe Carolina North Asheville, W.W.F. CUT W.W.F. 1" CLEAR LATER THAN 24 HOURS AFTER THE FINISHING OF THE 3" OF C.J. TYP. SLAB SURFACE HAS BEEN COMPLETED. CL. TYP. 3 #5 DOWELS 2'-0" T/3 2. SAWCUT JOINTS SHALL BE MADE AT ALL 6" TYP. T CONSTRUCTION JOINTS. JOINTS SHALL BE SAWCUT WALL OPENING WALL OPENING WHEN CONTROL JOINTS ARE SAWCUT. EXISTING FOOTING TOP OF MASONRY W/ MASONRY W/ MASONRY 7/8" SEE PLANS & DETAILS LINTEL MASONRY LINTEL LINTEL SHADED AREAS DENOTE COAT FACE WITH SEE LINTEL SCHEDULE GROUT FILL CMU CURING COMPOUND TO PREVENT BOND OPENING, SEE FLOOR PLAN

CORNER OF WALL Foundation Detail (OR WALL INTERSECTION) 7 Typical Slab Joint Detail 8 Additional Reinforcing @ Doorways 9 @ Crawl Space S1.1 S1.1 2'-0" SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" S1.1 SCALE: 3/4" = 1'-0" TYPICAL VERTICAL REINFORCING #5 CENTER IN CMU, LAP 2'-6" (AS REQ'D), FILL CELL AT BAR W/ GROUT FOOTING

2'-6" TOP OF SLAB ON GRADE SEE PLAN & DETAILS FOOTING SEE 2/AS1.1

TOP OF FOOTING PVC PIPE SLEEVE SEE PLAN & DETAILS EXISTING FOOTING MASS CONCRETE FILL BY FOOTING WIDTH Foundation Plan & TYPICAL SILL VERTICAL REINFORCING BETWEEN REINFORCING #5 CONT. WALL EDGE CONDITIONS (U.O.N.) AT NOTES UTILITY LINE - SEE (3) #5 DOWELS TOP & BOTTOM IN GROUT CMU WALLS SHALL BE #5 AT 48" O.C. 1. BRACE TOP OF ALL MASONRY WALLS AS SHOWN ON OTHER 1'-0" 1'-0" PLUMBING DWGS Details FILLED 8" CMU FULL HEIGHT, LAP 48X BAR DIAMETER AT SPLICES, TYP. DETAILS. 2. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR ALL DE

OPENING SIZES AND LOCATIONS THROUGH MASONRY KE CO AL SIG H N I X R ECT

ED A IT URA

R RC U RC L S WALLS. M H A C E T O T I D R T S T E P I E C R O U R WHERE CONTINUOUS 8" BOND BEAMS ARE REQUIRED, G C E 3. A T E D E S T T I I

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PROVIDE (1) #5 BAR TOP AND BOTTOM UNLESS NOTED R

10 Typical Detail, Pipe Under Footing 11 Foundation Detail 2653 H P

6 Minimum Masonry Wall Reinforcing OTHERWISE. C 50382

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S1.1 S R N C. Sheet 4. MINIMUM HORIZONTAL JOINT REINFORCEMENT SHALL BE S1.1 I L NO A SCALE: 3/4" = 1'-0" T R L N S1.1 T

H O H O

SCALE: 3/4" = 1'-0" H C AR A CAR SCALE: 1/4" = 1'-0" LADDER TYPE WITH W1.7 WIRES SPACED AT 16" O.C. N. S H C E N V IL L E EVILLE S1.1